Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
13100019 Building Plans
87.01 87.02 90.11 90.12 90.21 90.31 91.10 91.11 91.12 91.13 91.14 91.20 91.21 91.22 91.23 91.24 91.30 91.31 91.32 91.51 91,52 91.53 91,54 91.55 91.56 92.10 92.11 92,12 92.13 92.14 92.20 92.21 92.22 92.23 92.24 92.30 92.31 92.32 92.51 92.52 92.53 92.54 92.55 92.56 92.61 93.10 93.11 93.12 93.13 93.14 93.20 93.21 93.22 93.23 93.24 93.30 93.31 93.32 93.51 93.52 93.53 93.54 93.55 93.56 94.01 94.02 94.03 94.04 94.05 94.06 94.07 94.08 94.10 95.01 96.01 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 1 20 1 21 22 23 1 24 Mechanical - Kitchen - Hood Details BUILDING CODE SUMMARY Earess width (Section 1005.1) Mechanical -Kitchen -Grease Exhaust Details GoverningCodes: Stairs: 0.2 inches per occupant Carmel Senior Living Indiana Building Code: (675 -IAC -13 IBC) Other egress components: 0.15 inches per occupant I-2 Stairs: 0.3 inches per occupant Electrical - Site Based on: 2006 International Building Code (1 st printing) with 1-2 Other egress components: 0.2 inches per occupant Electrical - Underground (DO NOT USE) Indiana Amendments, Effective June 16, 2008. See Code plans for calculations Indiana Mechanical Code: (675 -IAC -18 IMC) Electrical - Roof Based on: 2006 International Mechanical Code (1 st Printing) with Number of Exits Building (Table 1019.1) R Electrical - Through Penetration Details tum Indiana Amendments, Effective June 16, 2008. g Indiana Plumbing Code 2012 edition First Floor I-1:637 occupants = 3 exits required, 12 provided 2006 International Plumbing Code 2nd ed. amended Indiana 2012, which is only First Floor 1-2: 177 occupants = 2 exits required, 3 provided Electrical - Lighting - First Floor Second Floor: 503 occupants = 3 exits required, 5 provided available electronically thru International Code Council's website Third Floor; 227 occupants = 2 exits required, 3 provided Electrical - Lighting - First Floor - Area Al & A2 Effective December 24, 2012 Indiana Electrical Code: (675 -IAC -17 IEC) oms thatr th n ne ti 1 15 SW quadrant of 136th Street and Illinois Electrical -Lighting -First Floor - Area B Based on: 2008 National Electrical Code (1 st printing) with Indiana Amendments, reaul e more p Maximum occupant load for assembly space with one door: 49 (Table 1015.1) Street Electrical - Lighting - First Floor - Area Cl Effective August 26, 2009 Fire & Building Safety Commission 675 IAC 17-1.8-1. Maximum occupant load for 1-1 occupancy with one door: 10 Carmel, Indiana 46032 Indiana Energy Conservation Code 2010 (ASH RAE 90.1 2007 edition, as amended) Electrical - Lighting - First Floor - Area C2 Effective 5-6-10 IL Dining = 2159 SF/15 = 144 occupants - 2 exits required, 3 provided Q Electrical - Lighting Second Floor Indiana Fire Prevention Code: (75 -IAC -22 IFC) g = p q g g Based on: 2006 International Fire Code, (1st printing), with AL Dining 1715 SF/15 = 115 occupants - 2 exits required, 5 provided Electrical - Lighting - Second Floor - Area Al & A2 2008 Indiana Amendments, Effective June 16, 2008. M Bistro +Grand Parlor = 1167 SF/15 178 occupants - 2 exits required 3 provided g g MC Dining boom +Kitchen = 1140 SF/15 = 76 occupants - 2 exits required, 2 provided Spectrum Retirement Communities, LLC Indiana Supplementary Fire Safety Rules: (675 -IAC -24 SFSR) Community Room - 960 SF/15 - 64 occupants - 2 exits required, 2 provided Electrical -Lighting -Second Floor - Area B Effective May 17, 2003. 200 Spruce Street, #200 Indiana Safety Code for Elevators, Escalators, Man lifts and Hoists: (675 -IAC -21 SCEEMH) Electrical -Lighting -Second Floor -Area Cl Exit Access Travel Distance (1016.1) Based on: ANSI/ASME, Effective January 2, 2003. Denver, Colorado 80230 Electrical - Lighting - Second Floor - Area C2 New Elevator Safety Code and related rules, under LSA Doc. #09-871, 1-1: 250 feet g g will be effective on April 13, 2011. 12: 200 feet Electrical - Lighting - Third Floor 2003 NFPA 101 Life Safety Code Fire desistance Ratings Required for Building Elements P Electrical - Lighting - Third Floor - Area Al & A2 With amendments per city Fire Code Ordinance 0-2005-034 g g 2003 ICC/ANSI A117.1 Accessibility Code with reference to the (Table 601 for construction type V 1 Hour Electrical - Lighting - Third Floor - Area B 2006 International Building Code structural Fame Bearing Walls exterior rior and interior �-1 Hour Electrical - Lighting Enlarged Unit Plans Non-bearing walls and partitions exterior and interior-- 0 hour Gast i nger Walker Harden g g - 9 Jurisdiction: City of Carmel, Indiana Electrical - Lighting - Enlarged Unit Plans Fire Protection: City of Carmel, IN - Fire Marshal's Office Floor construction - 1 hour g g g Roof construction -�' 1 hour except where every part of roof construction is 20 feet or more above any + BeeTr i p l et t Buck Electrical - Lighting - Enlarged Unit Plans Building Data: floor immediately below, in which case, fire -retardant -treated wood members may be used instead. Architecture) Interior Design) Construction Management Electrical - Lighting Enlarged Unit Plans Project Title: Carmel Senior Living Fire Walls; g g - g Owner: Spectrum Retirement Communities, LLC N ' Electrical - Lighting - Enlarged Unit Plans 200 Spruce Street, #200 2 hour required for I occupancies In Type V construction (Table 705.4 footnote'a) g g g Fire wall permitted to stop at interior face of non-combustible exterior sheathing if there are no openings 817 Wyandotte Denver, Colorado 80230 p p Kansas City, MO 64105 Electrical - Lighting - Enlarged Unit Plans 303-360-8812/14 fax within 4 feet of fire wall (705.6 exception 2). New Construction Fire wall can terminate at underside of roof sheathing If we have a 1 hour roof assembly and supporting 816 421 8200 phone Electrical - Power - First Floor elements, no openings In roof within 4 feet of fire wall and a minimum class B roof covering is used. 816 421 1262 fax Zoning: PUD Electrical - Power - First Floor - Area Al & A2 Number of Dwelling UnitQpeFPA (705.6 exception 3) design with insight.com 13 Openings through a tire wall shall not be limited where adjoining fire areas are equipped throughout w Electrical -Power -First Floor - Area B Builidng is fully sprinkledith Fire sprinkler systems (705,8 exception 2). ire Alarms provided - refer to electrical plans Electrical - Power - First Floor - Area Cl Emergency Lighting provided - refer to electrical plans Separation Walls; M Electrical - Power - First Floor - Area C2 Use and Classification (Chapter 3): Separation walls between dwelling units and other occupancies and dwelling units shall be Electrical -Power -Second Floor Intended Use: 1-1: Assisted Living constructed as 1 hour fire partitions In 1-1 occupancies (Sections 419 and 708) Structural Engineer I-2: Memory Care Electrical -Power -Second Floor - Area Al & A2 B: Business Mixed Occupancies: Bob D. Campbell &Company, Inc. A-2: Unconcentrated Assembly 1-1 and 1-2 occupancy separation shall not be required (Table 508.3.3) 4338 Belleview Electrical - Power - Second Floor - Area B Non -Separated Use Corridor Walls: Kansas City, Missouri 64111 Electrical - Power - Second Floor - Area Cl Corridor walls for 1-1 occupancies shall be 1 hour fire partitions (Table 1018.1) 816.531.4144 p / 816.531.8572 f Electrical - Power -Second Floor -Area C2 Type of Construction (Section 601): Corridor walls for 1-2 occupancies shall be nonrated smoke partitions (407.3, 710) L Waiting and Similar Areas (1-2) (407.2,1): Mechanical / Electrical / Plumbing Engineer Electrical -Power -Third Floor Building Area (Table 503 and modification per 506,1 &506.2): g 9 The buildingIs separated into 2 areas b, a 2 -hour fire wall (per 705.4. Permitted to be open to corridor Pearson Kent McKinel Raaf Engineers, LLC p Y (p ) y g' Electrical -Power -Third Floor - Area Al & A2 Area Allowed per table: 1-2 has most restrictive requirement Mental Health Treatment Areas 407.2,3 ( ) 8801 Ballentine, Suite 200 Electrical - Power - Third Floor - Area B 1-2 9,500/floor Permitted to be open to corridor Electrical -Power -Eniar ed Unit Plans 1-2 area increases allowed Overland Park, Kansas 66214 Enlarged Frontage increase (Area 1)= ((952/1025-0.25)30/30)=0.68 Smoke Barriers (407.4): 913.492.2400 p / 913.492.2437 f Electrical - Power - Enlarged Unit Plans (Area 2)= ((980/1053-0.25)30/30)=0.68 No smoke compartments required. 1-2 Area Is 13,161 SF Sprinkler Increase=2 Electrical - Power - Enlarged Unit Plans Area increase=((9500+(9500x0.68)+(9500x2))=35,055/floor K Exit Enclosures: Civil Engineer Electrical - Power - Enlarged Unit Plans Fire Wall Areas Area 1 Area 2 Total 3 Interior exit stairways shall be enclosed with fire barriers (in accordance with section 707) with a fire Weihe En ineers Electrical - Power - Enlarged Unit Plans First Floor 30,312 SF 27,152 SF 57,464 SF resistance rating of 1 hour where connecting less than four stories (1020.1) g Second Floor 25,467 SF 26,299 SF 51,766 SF 10505 N. College Avenue Shaft Enclosures: Electrical - Power - Enlarged Unit Plans Third Floor 24,851 SF 4,311 SF 29,162 SF ap Total Areas 80,630 SF 57,762 SF 138,392 SF Shaft enclosures shall have a fire resistance rating of not less than 1 hour where connecting less than Indianapolis, IN 46280 Electrical - Power - Enlarged Plans four stories (707.4) 317.846.6611 p / 317.843.0546 f Electrical - Special Systems - First Floor Building Height (Table 503 and modifications per 504.2): p Y Incindental use areas (Table 508,2,5): Special Systems - First Floor -rea Al & A2 Electrical - S ANumber of Stories Allowed: A-2 most restrictive at 2 stories p Y Height increase due to sprinklers: Add one story for a total of 3 stories Food Service Consultant Electrical - Special Systems - First Floor - Area B Number of Stories Actual: 3 Stories Laundry Rooms over 100 SF Provided with automatic fire extinguishing system (sprinkler) Santee / Becker Associates, LLC Electrical -Special Systems -First Floor - Area Cl I-2 Number of Stories Allowed: 1 Story / 1 Story Actual Waste/Linen Rooms over 100 SF Provided with automatic fire -extinguishing system (sprinkler) 6700 Squibb Road, Suite 101 Height Allowed: 50 feet Mission, Kansas 66202 Electrical -Special Systems -First Floor -Area C2 1-1 Height increase due to sprinklers: Add 20 feet for a total of 70 feet 12 Waste/Linen Rooms 1 Hour Fire Barrier 913.362.1800 p 1913.362.2609 f Electrical - Special Systems - Second Floor Actual Average Heighest Roof Height: 38 feet p Y Storage Rooms over 100 SF Provided with automatic fire -extinguishing system (sprinkler) Electrical - Special Systems - Second Floor - Area Al & A2 Occupant Load and Exiting:,,,, p�,�p ut�n i�' , ,,,y ;.+ Y `' e ira,7 prs€tt'''•H{. -z'� s Occupancy Table 1004.1.1 h° ��F�' _ Electrical - Special Systems - Second Floor - Area B p y ( ) a H Institutional Areas: Sleeping areas 120 gross SF= p g g Interior Wall and Ceiling Finish Requirements (Sprinklered) (NFPA 101 and IBC Table 803.9) Electrical - Special Systems - Second Floor - Area Cl Institutional Areas: Assembly less than 50 occupants 120 gross SF (303.1, exception 3) "` Class A for exit enclosures and exit passageways, �'�� '���sDS!91�Q°S'��� Commercial Kitchen 200 gross SF; Exercise Rooms: 50 gross SF Class B for lobbies and corridors.Q3o cd Electrical - Special Systems - Second Floor - Area C2 Accessory storage areas/mechanical 300 gross SF Class B for all other spaces. . r '� � 4'. �� Electrical - Special Systems - Third Floor Unconcentrated assembly 15 net sf Class A: Flame spread index 0-25; smoke developed index 0-450. � Q� � Business 100 gross sf 11Class B: Flame spread index 26-75; smoke developed index 0-450. fr►` S• Electrical - Special Systems - Third Floor -Area Al & A2 Class G: Flame spread index 76-204; smoke developed index 450 (Section 803.1.1)' cad ,�a q� .._ �11111t11f/l// �� First Floor: 814 occupants econd Floor: 505 occupants Third Floor: 237 occupants r �, s gy tl,?�+��/��,, Electrical - S ectal S stems -Third Floor - Area B �' ���*' �► G �' r V Y IN'll, �t C; r, u Private Garages (406.1) �� �. ,� Electrical - Special Systems - Enlarged Unit Plans AREA 1 Group U G'�"<ST�R,.''�� Floor 1-1 Assembly Business Stor/Meeh Kitchen, Com. Exercise Area increase permitted to be 3,000 SF (406.1.2),. '0 Electrical y Electrical - Special Systems - Enlarged Unit Plans 1 21,001/120= 175 3,326/15=222 1,392/100=14 825/300=3 1,761/200=9 n/a 423 AR11200135 M= 2 23,402/120= 195 968/15= 65 683/100= 7 236/300= 1 n/a 888/50= 18 286 = Q Electrical - Special Systems - Enlarged Unit Plans 3 24,470/120= 204 n/a n/a 381/300= 1 n/a n/a 205 Electrical - Special Systems - Enlarged Unit Plans Total occupants 574 287 21 5 9 18 914 y STATE OF ;N Electrical - Special Systems - Enlarged Unit Plans AREA 2rND I ANP Electrical - Special Systems - Enlarged Unit Plans Floor 1-1 Assembly Business Stor/Meeh Kitchen, Com. Exercise ��/qh'C TQC'�'�4� 1 11,036/120= 92 1,715/15= 115 436/100= 5 374/300= 2 n/a n/a 214 �l��r�C H It1 Electrical - Riser Diagram 2 26,117/120= 218 n/a n/a 182/300= 1 n/a n/a 219 F 3 3,397/120= 29 n/a n/a 914/300= 3 n/a n/a 32 Electrical - Riser Diagram Total Occupants 339 115 5 6 0 0 465 09:00:49 -06'00' Electrical - Panelboard Schedules AREA 2 3 Electrical - Panelboard Schedules Floor 1-2 Assembly Business Stor/Mech Kitchen, Com. Exercise Electrical - Panelboard Schedules 1 11,882/120= 99 1,140/15= 76 102/100=2 37/300= 1 n/a n/a 177 ISSUED FOR: Area 2 Total Occupants 642 Electrical - Panelboard Schedules 100% Construction Documents 11 July 2013 Electrical - Panelboard Schedules E 10 Addendum #1 23 September 2013 - --- Electrical - Panelboard Schedules Electrical -Panelboard Schedules 2 ASI #1 31 October 2013 �'� it "fay y� iii ,'+F'�^�' 1� ` ` t� i (E ����� �'' A3 CCD #1 10 December 2013 Electrical -Schedules Annotations and Symbols�,�� - - Interiort Graphic Scale Electrical - Details Detail Number 0 2 4 8' nxMLL/CLAY rOwNsxl>' Elevation i,I�I$j13� DEPARTMENT OF COMMUNITY SERVICES - BUILDING & CODE SERVICES € I,� ,I�1 li I CIVIC. SQUARE - CARMEL, IN 46032 Elevation Mark A1�30.01 Name III-IONE (317) 571-2444 - FAX (317) 571-2499 - INTERNET WWW.CARMEL.IN.GOV ��•�' :f€ Eli � �� t � II Sheet Number Elevation i PLAN AUTHENTICATION CERTIFICATION & AGREEMENT 101 EI tj tfzx As an authorized agent responsible for permitting, including but not limited to obtaining. Detail Number Door Number g g Al Detail �g •` - " permit/s*, I certify that these plans are identical to the plans released for construction' �• by the State of Indiana Department of Homeland Security, Division of Fire & Building 30,x1 Reference ROOM Safety. I also understand that if it is determined that these plans are not identical, a Sheet Number NAMEStop Work Order will be served, s required under the ordinances referenced below. Room Name 101 � T_ Room Number i3 F i •,� ='�' 1 -° rued Signature Printed Name-� Dat i iI i �1 Detail Number A 1 Section 1 I ri ri', iE i i ' ' t , Per fitting is required under Carmel City Code under Chapter 7, entitled "Building Code", Section 9 and under Chapter 10, entitled t ((I ng and Subdivisions", Section 1 and under Carmel Zoning Ordnance under Chapter 29, entitled "Administration", Sections 4.2 and Reference i t 4.4 and under Chapter 31, entitled "General Provisions", Section 31.1. 30.01 Revision _ t, Sheet Number i4t3 S/Permits/Forme/Applications/PlanAuthentication Reference Detaily: crtr 9' - o„ Ceiling Height) Number �l��ltili'€I'i IN ,t t at� [/��/ {' CView Name. ' Sgt �� t ilii i it t Cover Sheet View Title ' Ett t� 30.01 1 /8" = 1'-0" Wall Tag I E � i ! l it�� � it ���li 11 $� dd t, , Et4 `IEE°E I ij iI[fi E �E isi E €I €i &� Y1 i, kF B Scale iti iilFii k(i i Ii€. A Origin Sheet t , North Arrow P i tr Number NORTH A15 Symbols Legend A2o Location Map W 136th Street and N Illinois Street Carmel, Indiana 46032 Not to Scale Not to Scale A 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 © Copyright 2013 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 00.00 Cover sheet 61.01 Food Service Plan 00.01 Code Plans - First Floor 61.02 Utility Requirement Plan 00.02 Code Plans - Second Floor 61.03 Utility Schedules 00.03 Code Plans - Third Floor 70.01 General Not s and Schedules R 00.04 Partition Types 71.01 Foundation Ian - Area A 00.05 Partition Types 71.02 Foundation Plan - Area B 00.06 Partition Types 71.03 Foundation Plan - Area C 00.07 Fire Rated Assemblies 71.04 Sitework Fou dation Plans & Details 00.08 Fire Rated Assemblies 71.05 Foundation Plan Sitework 00.09 Partition Types 71.06 Foundation Plan Garages Q 00.10 Fire Rated Assemblies 72.01 Second Floor Framing Plan - Area A 00.11 First Floor - Level of Care Plan 72,02 Second Floor Framing Plan - Area B 00.12 Second Floor - Level of Care 72.03 Second Floor Framing Plan - Area C 00.13 Third Floor - Level of Care Plan 72,04 Second Floor Framing Plan - Area C2 C001 Title Sheet 73,01 Third Floor Framing Plan - Area A C300D Site Plan 73,02 Third Floor Framing Plan - Area B P C301 D Grading Plan 74.01 Low Roof Framing Plan - Area C C302D Utility Plan 74.02 High Roof Framing Plan - Area A C302E Utility Plan 74,03 High Roof Framing Plan - Area B C700A Water Main Plan 75,01 Foundation Sections 12.01 Architectural Site Plan 75.02 Foundation Sections 12.02 Architectural Site Details 76.01 Floor Framing Sections N 12.03 Architectural Site Details 76.02 Floor FramingSections 30.01 First Floor Plan 77.01 Roof Framinc Sections 30.02 Second Floor Plan 77,02 o f F a in Sections 30.03 Third Floor Plan -T 31.01 Enlarged First Floor Plan - Area AZ11 78-,4O - -Pos re $_ 31.02 Enlarged First Floor Plan - Area B 7 r3-_ :�__�-., ._.�� �_t M 31.03 Enlarged First Floor Plan - Area Cl 80,11 Mechanical - 3ite 31.04 Enlarged First Floor Plan - Area C2 80,12 Mechanical - dumbing - Undergound - Area Al & A2 31.05 Enlarged Second Floor Plan - Area A 80,13 Mechanical r lumbing - Undergound - Area B 31.06 Enlarged Second Floor Plan - Area B 80,14 Mechanical - lumbing - Undergound - Area Cl 31.07 Enlarged Second Floor Plan - Area Cl 80,15 Mechanical - lumbing - Undergound - Area C2 31.08 Enlarged Second Floor Plan - Area C2 80,21 Mechanical - Roof L 31.09 Enlarged Third Floor Plan - Area A 80,31 Mechanical - Through Penetration Details 31.10 Enlarged Third Floor Plan - Area B and Cl 80,32 Mechanical - Through Penetration Details 32.01 Roof Plan 81.10 Mechanical - HVAC - First Floor 34.01 First Floor Reflected Ceiling Plan 81.11 Mechanical - VAC - First Floor - Area Al & A2 34.02 Second Floor Reflected Ceiling Plan 81.12 Mechanical - VAC - First Floor - Area B. 34.03 Third Floor Reflected Ceiling Plan 81.13 Mechanical - VAC - First Floor - Area Cl K 35.01 Enlarged First Floor Reflected Ceiling Plans 81.14 Mechanical - HVAC - First Floor - Area C2 35.02 Enlarged Second and Third Floor Reflected Ceiling Plans 81.20 Mechanical - HVAC - Second Floor 40.01 Elevations 81.21 Mechanical - HVAC - Second Floor - Area Al & A2 40.02 Elevations 81.22 Mechanical - IVAC - Second Floor - Areas B 40.03 Elevations 81.23 Mechanical - HVAC - Second Floor - Area Cl 40.04 Elevations 81.24 Mechanical - VAC - Second Floor - Area C2 j 40.05 Elevations 81.30 Mechanical - IVAC - Third Floor 40.06 Elevations 81.31 Mechanical - IVAC - Third Floor - Area Al & A2 40.07 Elevations 81.32 Mechanical - IVAC - Third Floor - Area B 42.01 Building Sections 81.51 Mechanical - VAC - Enlarged Unit Plans 42.02 Building Sections 81.52 Mechanical - VAC - Enlarged Unit Plans 42.03 Building Sections 81.53 Mechanical - HVAC - Enlarged Unit Plans H 44.01 Wall Sections 81.54 Mechanical - MVAC - Enlarged Unit Plans 44.02 Wall Sections 81.55 Mechanical - IVAC - Enlarged Unit Plans 44.03 Wall Sections 81.56 Mechanical - VAC - Enlarged Unit Plans 44.04 Wall Sections 82.10 Mechanical - lumbing - First Floor 44.05 Wall Sections 82.11 Mechanical - plumbing - First Floor - Area Al & A2 45.01 Stair Sections & Details Grand Stair 82.12 Mechanical - Plumbing - First Floor - Area B G 45.02 Stair Sections & Details 82.13 Mechanical - lumbing - First Floor - Area Cl 45.03 Elevator Sections & Details 82.14 Mechanical - lumbing - First Floor - Area C2 45.04 Fireplace Sections & Details 82.20 Mechanical - lumbing - Second Floor 50.01 Enlarged Unit Plans 82.21 Mechanical - lumbing - Second Floor - Area Al & A2 50.02 Enlarged Unit Plans 82.22 Mechanical - lumbing - Second Floor - Area B 50.03 Enlarged Unit Plans 82.23 Mechanical - lumbing - Second Floor - Area Cl F 50.04 Enlarged Unit Plans 82.24 Mechanical - lumbing - Second Floor - Area C2 50.05 Enlarged Unit Plans 82.30 Mechanical - lumbing - Third Floor 50.06 Enlarged Unit Plans 82.31 Mechanical - lumbing - Third Floor - Area Al & A2 50.07 Enlarged Unit Plans 82.32 Mechanical - Dlumbing - Third Floor - Areas B 50.08 Enlarged Stair Plans 82.61 Mechanical - dumbing - Enlarged Plans 50.09 Enlarged Stair and Elevator Plans 84.11 Mechanical - lumbing - Riser Diagrams E 52.01 Interior Elevations 84.12 Mechanical - lumbing - Riser Diagrams 52.02 Interior Elevations 84.13 Mechanical - lumbing - Riser Diagrams 52.03 Interior Elevations 84.14 Mechanical - lumbing - Riser Diagrams 52.04 Interior Elevations 84.15 Mechanical - Plumbing - Natural Gas Riser Diagram 52.05 Interior Elevations 85.11 Mechanical - MVAC - Schedules 52.06 Interior Elevations 85.21 Mechanical - plumbing - Schedules D 52.07 Interior Elevations 86.11 Mechanical - IVAC - Details 54.01 Details 86.21 Mechanical - lumbing - Details 0 54.02 Details 86.22 Mechanical - lumbing -Details co 54.03 Details 54,04 Details Ei CZ 54.05 Details C 54.06 Details 54.07 Details C- 54.08 Details 0 54.09 Details co 54.10 Details 58.01 Unit Door Schedule and Door and Window Types B 58.02 Door Schedule 58.03 Finish Schedule O O U I I ;n a� a' A � 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 1 10 87.01 87.02 90.11 90.12 90.21 90.31 91.10 91.11 91.12 91.13 91.14 91.20 91.21 91.22 91.23 91.24 91.30 91.31 91.32 91.51 91,52 91.53 91,54 91.55 91.56 92.10 92.11 92,12 92.13 92.14 92.20 92.21 92.22 92.23 92.24 92.30 92.31 92.32 92.51 92.52 92.53 92.54 92.55 92.56 92.61 93.10 93.11 93.12 93.13 93.14 93.20 93.21 93.22 93.23 93.24 93.30 93.31 93.32 93.51 93.52 93.53 93.54 93.55 93.56 94.01 94.02 94.03 94.04 94.05 94.06 94.07 94.08 94.10 95.01 96.01 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 1 20 1 21 22 23 1 24 Mechanical - Kitchen - Hood Details BUILDING CODE SUMMARY Earess width (Section 1005.1) Mechanical -Kitchen -Grease Exhaust Details GoverningCodes: Stairs: 0.2 inches per occupant Carmel Senior Living Indiana Building Code: (675 -IAC -13 IBC) Other egress components: 0.15 inches per occupant I-2 Stairs: 0.3 inches per occupant Electrical - Site Based on: 2006 International Building Code (1 st printing) with 1-2 Other egress components: 0.2 inches per occupant Electrical - Underground (DO NOT USE) Indiana Amendments, Effective June 16, 2008. See Code plans for calculations Indiana Mechanical Code: (675 -IAC -18 IMC) Electrical - Roof Based on: 2006 International Mechanical Code (1 st Printing) with Number of Exits Building (Table 1019.1) R Electrical - Through Penetration Details tum Indiana Amendments, Effective June 16, 2008. g Indiana Plumbing Code 2012 edition First Floor I-1:637 occupants = 3 exits required, 12 provided 2006 International Plumbing Code 2nd ed. amended Indiana 2012, which is only First Floor 1-2: 177 occupants = 2 exits required, 3 provided Electrical - Lighting - First Floor Second Floor: 503 occupants = 3 exits required, 5 provided available electronically thru International Code Council's website Third Floor; 227 occupants = 2 exits required, 3 provided Electrical - Lighting - First Floor - Area Al & A2 Effective December 24, 2012 Indiana Electrical Code: (675 -IAC -17 IEC) oms thatr th n ne ti 1 15 SW quadrant of 136th Street and Illinois Electrical -Lighting -First Floor - Area B Based on: 2008 National Electrical Code (1 st printing) with Indiana Amendments, reaul e more p Maximum occupant load for assembly space with one door: 49 (Table 1015.1) Street Electrical - Lighting - First Floor - Area Cl Effective August 26, 2009 Fire & Building Safety Commission 675 IAC 17-1.8-1. Maximum occupant load for 1-1 occupancy with one door: 10 Carmel, Indiana 46032 Indiana Energy Conservation Code 2010 (ASH RAE 90.1 2007 edition, as amended) Electrical - Lighting - First Floor - Area C2 Effective 5-6-10 IL Dining = 2159 SF/15 = 144 occupants - 2 exits required, 3 provided Q Electrical - Lighting Second Floor Indiana Fire Prevention Code: (75 -IAC -22 IFC) g = p q g g Based on: 2006 International Fire Code, (1st printing), with AL Dining 1715 SF/15 = 115 occupants - 2 exits required, 5 provided Electrical - Lighting - Second Floor - Area Al & A2 2008 Indiana Amendments, Effective June 16, 2008. M Bistro +Grand Parlor = 1167 SF/15 178 occupants - 2 exits required 3 provided g g MC Dining boom +Kitchen = 1140 SF/15 = 76 occupants - 2 exits required, 2 provided Spectrum Retirement Communities, LLC Indiana Supplementary Fire Safety Rules: (675 -IAC -24 SFSR) Community Room - 960 SF/15 - 64 occupants - 2 exits required, 2 provided Electrical -Lighting -Second Floor - Area B Effective May 17, 2003. 200 Spruce Street, #200 Indiana Safety Code for Elevators, Escalators, Man lifts and Hoists: (675 -IAC -21 SCEEMH) Electrical -Lighting -Second Floor -Area Cl Exit Access Travel Distance (1016.1) Based on: ANSI/ASME, Effective January 2, 2003. Denver, Colorado 80230 Electrical - Lighting - Second Floor - Area C2 New Elevator Safety Code and related rules, under LSA Doc. #09-871, 1-1: 250 feet g g will be effective on April 13, 2011. 12: 200 feet Electrical - Lighting - Third Floor 2003 NFPA 101 Life Safety Code Fire desistance Ratings Required for Building Elements P Electrical - Lighting - Third Floor - Area Al & A2 With amendments per city Fire Code Ordinance 0-2005-034 g g 2003 ICC/ANSI A117.1 Accessibility Code with reference to the (Table 601 for construction type V 1 Hour Electrical - Lighting - Third Floor - Area B 2006 International Building Code structural Fame Bearing Walls exterior rior and interior �-1 Hour Electrical - Lighting Enlarged Unit Plans Non-bearing walls and partitions exterior and interior-- 0 hour Gast i nger Walker Harden g g - 9 Jurisdiction: City of Carmel, Indiana Electrical - Lighting - Enlarged Unit Plans Fire Protection: City of Carmel, IN - Fire Marshal's Office Floor construction - 1 hour g g g Roof construction -�' 1 hour except where every part of roof construction is 20 feet or more above any + BeeTr i p l et t Buck Electrical - Lighting - Enlarged Unit Plans Building Data: floor immediately below, in which case, fire -retardant -treated wood members may be used instead. Architecture) Interior Design) Construction Management Electrical - Lighting Enlarged Unit Plans Project Title: Carmel Senior Living Fire Walls; g g - g Owner: Spectrum Retirement Communities, LLC N ' Electrical - Lighting - Enlarged Unit Plans 200 Spruce Street, #200 2 hour required for I occupancies In Type V construction (Table 705.4 footnote'a) g g g Fire wall permitted to stop at interior face of non-combustible exterior sheathing if there are no openings 817 Wyandotte Denver, Colorado 80230 p p Kansas City, MO 64105 Electrical - Lighting - Enlarged Unit Plans 303-360-8812/14 fax within 4 feet of fire wall (705.6 exception 2). New Construction Fire wall can terminate at underside of roof sheathing If we have a 1 hour roof assembly and supporting 816 421 8200 phone Electrical - Power - First Floor elements, no openings In roof within 4 feet of fire wall and a minimum class B roof covering is used. 816 421 1262 fax Zoning: PUD Electrical - Power - First Floor - Area Al & A2 Number of Dwelling UnitQpeFPA (705.6 exception 3) design with insight.com 13 Openings through a tire wall shall not be limited where adjoining fire areas are equipped throughout w Electrical -Power -First Floor - Area B Builidng is fully sprinkledith Fire sprinkler systems (705,8 exception 2). ire Alarms provided - refer to electrical plans Electrical - Power - First Floor - Area Cl Emergency Lighting provided - refer to electrical plans Separation Walls; M Electrical - Power - First Floor - Area C2 Use and Classification (Chapter 3): Separation walls between dwelling units and other occupancies and dwelling units shall be Electrical -Power -Second Floor Intended Use: 1-1: Assisted Living constructed as 1 hour fire partitions In 1-1 occupancies (Sections 419 and 708) Structural Engineer I-2: Memory Care Electrical -Power -Second Floor - Area Al & A2 B: Business Mixed Occupancies: Bob D. Campbell &Company, Inc. A-2: Unconcentrated Assembly 1-1 and 1-2 occupancy separation shall not be required (Table 508.3.3) 4338 Belleview Electrical - Power - Second Floor - Area B Non -Separated Use Corridor Walls: Kansas City, Missouri 64111 Electrical - Power - Second Floor - Area Cl Corridor walls for 1-1 occupancies shall be 1 hour fire partitions (Table 1018.1) 816.531.4144 p / 816.531.8572 f Electrical - Power -Second Floor -Area C2 Type of Construction (Section 601): Corridor walls for 1-2 occupancies shall be nonrated smoke partitions (407.3, 710) L Waiting and Similar Areas (1-2) (407.2,1): Mechanical / Electrical / Plumbing Engineer Electrical -Power -Third Floor Building Area (Table 503 and modification per 506,1 &506.2): g 9 The buildingIs separated into 2 areas b, a 2 -hour fire wall (per 705.4. Permitted to be open to corridor Pearson Kent McKinel Raaf Engineers, LLC p Y (p ) y g' Electrical -Power -Third Floor - Area Al & A2 Area Allowed per table: 1-2 has most restrictive requirement Mental Health Treatment Areas 407.2,3 ( ) 8801 Ballentine, Suite 200 Electrical - Power - Third Floor - Area B 1-2 9,500/floor Permitted to be open to corridor Electrical -Power -Eniar ed Unit Plans 1-2 area increases allowed Overland Park, Kansas 66214 Enlarged Frontage increase (Area 1)= ((952/1025-0.25)30/30)=0.68 Smoke Barriers (407.4): 913.492.2400 p / 913.492.2437 f Electrical - Power - Enlarged Unit Plans (Area 2)= ((980/1053-0.25)30/30)=0.68 No smoke compartments required. 1-2 Area Is 13,161 SF Sprinkler Increase=2 Electrical - Power - Enlarged Unit Plans Area increase=((9500+(9500x0.68)+(9500x2))=35,055/floor K Exit Enclosures: Civil Engineer Electrical - Power - Enlarged Unit Plans Fire Wall Areas Area 1 Area 2 Total 3 Interior exit stairways shall be enclosed with fire barriers (in accordance with section 707) with a fire Weihe En ineers Electrical - Power - Enlarged Unit Plans First Floor 30,312 SF 27,152 SF 57,464 SF resistance rating of 1 hour where connecting less than four stories (1020.1) g Second Floor 25,467 SF 26,299 SF 51,766 SF 10505 N. College Avenue Shaft Enclosures: Electrical - Power - Enlarged Unit Plans Third Floor 24,851 SF 4,311 SF 29,162 SF ap Total Areas 80,630 SF 57,762 SF 138,392 SF Shaft enclosures shall have a fire resistance rating of not less than 1 hour where connecting less than Indianapolis, IN 46280 Electrical - Power - Enlarged Plans four stories (707.4) 317.846.6611 p / 317.843.0546 f Electrical - Special Systems - First Floor Building Height (Table 503 and modifications per 504.2): p Y Incindental use areas (Table 508,2,5): Special Systems - First Floor -rea Al & A2 Electrical - S ANumber of Stories Allowed: A-2 most restrictive at 2 stories p Y Height increase due to sprinklers: Add one story for a total of 3 stories Food Service Consultant Electrical - Special Systems - First Floor - Area B Number of Stories Actual: 3 Stories Laundry Rooms over 100 SF Provided with automatic fire extinguishing system (sprinkler) Santee / Becker Associates, LLC Electrical -Special Systems -First Floor - Area Cl I-2 Number of Stories Allowed: 1 Story / 1 Story Actual Waste/Linen Rooms over 100 SF Provided with automatic fire -extinguishing system (sprinkler) 6700 Squibb Road, Suite 101 Height Allowed: 50 feet Mission, Kansas 66202 Electrical -Special Systems -First Floor -Area C2 1-1 Height increase due to sprinklers: Add 20 feet for a total of 70 feet 12 Waste/Linen Rooms 1 Hour Fire Barrier 913.362.1800 p 1913.362.2609 f Electrical - Special Systems - Second Floor Actual Average Heighest Roof Height: 38 feet p Y Storage Rooms over 100 SF Provided with automatic fire -extinguishing system (sprinkler) Electrical - Special Systems - Second Floor - Area Al & A2 Occupant Load and Exiting:,,,, p�,�p ut�n i�' , ,,,y ;.+ Y `' e ira,7 prs€tt'''•H{. -z'� s Occupancy Table 1004.1.1 h° ��F�' _ Electrical - Special Systems - Second Floor - Area B p y ( ) a H Institutional Areas: Sleeping areas 120 gross SF= p g g Interior Wall and Ceiling Finish Requirements (Sprinklered) (NFPA 101 and IBC Table 803.9) Electrical - Special Systems - Second Floor - Area Cl Institutional Areas: Assembly less than 50 occupants 120 gross SF (303.1, exception 3) "` Class A for exit enclosures and exit passageways, �'�� '���sDS!91�Q°S'��� Commercial Kitchen 200 gross SF; Exercise Rooms: 50 gross SF Class B for lobbies and corridors.Q3o cd Electrical - Special Systems - Second Floor - Area C2 Accessory storage areas/mechanical 300 gross SF Class B for all other spaces. . r '� � 4'. �� Electrical - Special Systems - Third Floor Unconcentrated assembly 15 net sf Class A: Flame spread index 0-25; smoke developed index 0-450. � Q� � Business 100 gross sf 11Class B: Flame spread index 26-75; smoke developed index 0-450. fr►` S• Electrical - Special Systems - Third Floor -Area Al & A2 Class G: Flame spread index 76-204; smoke developed index 450 (Section 803.1.1)' cad ,�a q� .._ �11111t11f/l// �� First Floor: 814 occupants econd Floor: 505 occupants Third Floor: 237 occupants r �, s gy tl,?�+��/��,, Electrical - S ectal S stems -Third Floor - Area B �' ���*' �► G �' r V Y IN'll, �t C; r, u Private Garages (406.1) �� �. ,� Electrical - Special Systems - Enlarged Unit Plans AREA 1 Group U G'�"<ST�R,.''�� Floor 1-1 Assembly Business Stor/Meeh Kitchen, Com. Exercise Area increase permitted to be 3,000 SF (406.1.2),. '0 Electrical y Electrical - Special Systems - Enlarged Unit Plans 1 21,001/120= 175 3,326/15=222 1,392/100=14 825/300=3 1,761/200=9 n/a 423 AR11200135 M= 2 23,402/120= 195 968/15= 65 683/100= 7 236/300= 1 n/a 888/50= 18 286 = Q Electrical - Special Systems - Enlarged Unit Plans 3 24,470/120= 204 n/a n/a 381/300= 1 n/a n/a 205 Electrical - Special Systems - Enlarged Unit Plans Total occupants 574 287 21 5 9 18 914 y STATE OF ;N Electrical - Special Systems - Enlarged Unit Plans AREA 2rND I ANP Electrical - Special Systems - Enlarged Unit Plans Floor 1-1 Assembly Business Stor/Meeh Kitchen, Com. Exercise ��/qh'C TQC'�'�4� 1 11,036/120= 92 1,715/15= 115 436/100= 5 374/300= 2 n/a n/a 214 �l��r�C H It1 Electrical - Riser Diagram 2 26,117/120= 218 n/a n/a 182/300= 1 n/a n/a 219 F 3 3,397/120= 29 n/a n/a 914/300= 3 n/a n/a 32 Electrical - Riser Diagram Total Occupants 339 115 5 6 0 0 465 09:00:49 -06'00' Electrical - Panelboard Schedules AREA 2 3 Electrical - Panelboard Schedules Floor 1-2 Assembly Business Stor/Mech Kitchen, Com. Exercise Electrical - Panelboard Schedules 1 11,882/120= 99 1,140/15= 76 102/100=2 37/300= 1 n/a n/a 177 ISSUED FOR: Area 2 Total Occupants 642 Electrical - Panelboard Schedules 100% Construction Documents 11 July 2013 Electrical - Panelboard Schedules E 10 Addendum #1 23 September 2013 - --- Electrical - Panelboard Schedules Electrical -Panelboard Schedules 2 ASI #1 31 October 2013 �'� it "fay y� iii ,'+F'�^�' 1� ` ` t� i (E ����� �'' A3 CCD #1 10 December 2013 Electrical -Schedules Annotations and Symbols�,�� - - Interiort Graphic Scale Electrical - Details Detail Number 0 2 4 8' nxMLL/CLAY rOwNsxl>' Elevation i,I�I$j13� DEPARTMENT OF COMMUNITY SERVICES - BUILDING & CODE SERVICES € I,� ,I�1 li I CIVIC. SQUARE - CARMEL, IN 46032 Elevation Mark A1�30.01 Name III-IONE (317) 571-2444 - FAX (317) 571-2499 - INTERNET WWW.CARMEL.IN.GOV ��•�' :f€ Eli � �� t � II Sheet Number Elevation i PLAN AUTHENTICATION CERTIFICATION & AGREEMENT 101 EI tj tfzx As an authorized agent responsible for permitting, including but not limited to obtaining. Detail Number Door Number g g Al Detail �g •` - " permit/s*, I certify that these plans are identical to the plans released for construction' �• by the State of Indiana Department of Homeland Security, Division of Fire & Building 30,x1 Reference ROOM Safety. I also understand that if it is determined that these plans are not identical, a Sheet Number NAMEStop Work Order will be served, s required under the ordinances referenced below. Room Name 101 � T_ Room Number i3 F i •,� ='�' 1 -° rued Signature Printed Name-� Dat i iI i �1 Detail Number A 1 Section 1 I ri ri', iE i i ' ' t , Per fitting is required under Carmel City Code under Chapter 7, entitled "Building Code", Section 9 and under Chapter 10, entitled t ((I ng and Subdivisions", Section 1 and under Carmel Zoning Ordnance under Chapter 29, entitled "Administration", Sections 4.2 and Reference i t 4.4 and under Chapter 31, entitled "General Provisions", Section 31.1. 30.01 Revision _ t, Sheet Number i4t3 S/Permits/Forme/Applications/PlanAuthentication Reference Detaily: crtr 9' - o„ Ceiling Height) Number �l��ltili'€I'i IN ,t t at� [/��/ {' CView Name. ' Sgt �� t ilii i it t Cover Sheet View Title ' Ett t� 30.01 1 /8" = 1'-0" Wall Tag I E � i ! l it�� � it ���li 11 $� dd t, , Et4 `IEE°E I ij iI[fi E �E isi E €I €i &� Y1 i, kF B Scale iti iilFii k(i i Ii€. A Origin Sheet t , North Arrow P i tr Number NORTH A15 Symbols Legend A2o Location Map W 136th Street and N Illinois Street Carmel, Indiana 46032 Not to Scale Not to Scale A 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 © Copyright 2013 31 i n /1 A `+ b / 8 y 1U 11 12 1 13 14 15 1 16 1 17 1 18 1 19 1 20 1 eo �T TOTAL BUILDING AREA 138,392 GS GENERAL NOTES Legend TOTAL UNITS 147 Units: A a� \ �� �� 73 IL Units R 1. Do not scale these drawings for construction purposes. In the event of omission of necessary dimensions the contractor shall notify the construction manager. Egress Path &Accessible Route 59 AL Units UNIT DESIGN QUANTITIES (for reference only} 2. All dimensions on 1/8" and 1/4" scale plans are to face of stud unless noted otherwise. 15 MC Units - 1 Hour Fire Rated Partition Unit A 35 Unit AB 3 Unit MA 6 ` UNIT SUMMARY -ENTIRE BUILDING (IL + AL +Memory Care unit A2 4 Unit AD B unit Mc 2 3 Verify size, location, and characteristics of all work merchandise fixtures, and equipment to be installed (whether furnished by owner or by contractor(s)) before any construction pertaining to same is started. R 2 Hour Fire Rated Wall & TOTAL UNIT COUNT & A UNIT TYPE RATIOS f,� Unit B 4 Unit DD 2 Unit MD 7 p g Imaginary Property Line Level 1 0 , j ,, UNIT TYPE __3 Studio 1 -Bedroom 2 -Bedroom Unit B2 16 Unit S-2 1 4. Verify and coordinate the size and location of all openings for structural, mechanical, and electrical work and equipment wl?h all trades involved. Level 2 67 :, TOTAL UNITS THIS TYPE 50 .70 27 unit C 16 unit S-7 1 TOTAL 147 5. Ceiling heights indicated on the reflected ceiling plans are taken from the finished floor elevation. The size location, and characteristics of all MEP and structural items shall be -- - - - 1 1/2" Building Expansion Level 3 30 Unit D 25 Unit S-8 2 Unit E 6 verified and coordinated before ceiling construction is started. Exit sign, centered above door. INDEPENDENT LIVING -UNIT SUMMARY Unit F 3 �� 6. Coordinate with all trades in order to maintain scheduled ceiling heights. Verify that required operations and maintenance clearances are provided for all equipment items. Re: Electrical for additional TOTAL UNIT COUNT & AREA UNIT TYPE RATIOS Unit G 6 3 7. Install all items in accordance with the manufacturer's written instructions except where the drawings are more stringent. Notify the construction manager in writing of any conflicts. information Level 1 20 UNIT TYPE Studio 1 -Bedroom 2 -Bedroom ti � -----� 8. Perform all wank in accordance with applicable i I n n requirement,,; established. by metal conditions of the contract. Level 2 23 TOTAL UNITS THIS TYPE 14 41 18 oca codes and ordinances and underw g Tactile exit sign to comply with Level 3 30 9. Secure all permits and approvals as required b authorities having jurisdiction and utility companies prior to be Inning; , )rk, Q IBC 1011.3 and ICC Al 17.1 TOTAL IL 73 p pp q y g 1 Y P P g Accessible 10. Remove rubbish from premises as often as necessary or as directed in order to keep premises clean and exit ways clear. Provide complete and thorough cleaning periodically as the work progresses and upon completion of construction. Exit An Accessible Exit ASSISTED LIVING -UNIT SUMMARY TOTAL UNIT COUNT & 11. Install work readily accessible for operation, maintenance, and repairs. -•�- Direction of Travel � - UNIT TYPE RATIOS ,�`�� � �� Level 1 15 ; UNIT TYPE studio 1 -Bedroom Double 12. Drawings are prepared to scale unless noted NTS (not to scale) 32" Provided width at Exit 4� ` TOTAL UNITS THIS TYPE 30 29 13. All notes and details marked "typ," apply to similar conditions throughout the project whether specifically noted or not. 200 -y Total Number of Occupants per Exit TOTAL AL e s 14. All door frames (at the interior face of the jamb on the hinge side) to be located 4" from adjacent walls unless noted otherwise. MEMORY CARE - UNIT SUMMARY 15. All shop drawings shall be submitted to the design professional for review prior to fabrication or purchasing. P _ TOTAL UNIT COUNT & AREA UNIT TYPE RATIOS 16. At project completion, provide the owner with a set of as -built drawings indicating all field changes, additions or deletions made during construction. Eecl Electrical Room Level 1 15 UN1TTYPE Studio 1 -Bedroom Double Equipment Amps Level 2 0 TOTAL UNITS THIS TYPE 6 0 9 17. Provide fire treated wood blocking at all items attached to wall surface including, but not limited to, door stops, handrails, grab bars, toilet accessories, tv s, millwork, etc. Level 3 0 18. All penetrations through fire -rated assemblies are to be sealed with U.L. approved fire rated sealant and assemblies. TOTAL MC 15 19. Construction must meet the requirements set forth by American National Standards Institute (ANSI) document A117.1 and the American with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG). ACCESSIBLE UNITS �20. The Contractor shall be responsible for verifying all dimensions, elevations and details shown on the drawings, Any discrepancies which will prevent the accomplishment of the Type Accessible (1-1)1 5 Units, 107; 112: 145, 200: 245 Type Accessible (I -2j: 8 Units; 16, i '0; 171; 179, 1 F�1, 182, 185, 186 intent shown on the drawings shall be brought to the immediate attention of the Architect. N indicated with shading on A1/00.01 and A1/00.02 21. Contractor shall coordinate all schedules with the Owner prior to commencement of work. Type B: All others M1 Code Legend M4 Unit Matrix M15 General Notes Not to Scale Not to Scale Not to Scale M 1 -hour rated stair enclosure ----- -- - �. - ---- ---- _ ----- --- ---- - .� ----- -�� - - Egress width (other) Egress width fotfier) _ I� , , ;,,' (� - ❑ 81(20) =16.2" Req 81(.20) =16.2" Req; �� (l I' , ! °, i . . i r, r-, - 0 }�i i � p i . I i r"- - - I I� I i --1 D " I I I • i � ! ( °I j I 2' 10" �r-- \° t ' 1 ` 2'- 10" ACCeSSIbIe - - - - - - �r Accessible bl e Exit rws,s r Exit 81 f 81 UP UP f - I r I l i I I Z - • n n o 2'- 10" 1 72' L 72 -1 5' 0" 1 -hour rated stair Accessible! _ ,,� ! 1 -hour rated stair Exit enclosure; 2nd and 3rd ® o enclosure; 2nd and 3rd ;, 4�. -- - _ _ __� Accessible floor exit dischargey I 5' _ io" Accessible floor exit discharge Exit j 5' 10" - 1167 SF Exit Accessible Exit Accessible / Exit 3, -, - r (78 occupy$ 26 10" _I L ______._._._. _ Accessible 26 Exit - a�- 2159 SF ® �� \ �= 01 5' -101, (144 occup) i 4' i0" Accessible 72------------�------- -- 95 Eccessible Exit ' I f I xit - '� 0 (9 occup) ----r� L- L 3'-10" Accessible ExitIT ,9 L - _ i 2 hour fire wall and Imaginary Property Line (IBC Section 704.3) with 1 1/2" y J Egress width (other) =74(.20) Accessible building expansion / Exit 1 hour rated separation I / -- -- �Accessible =14.8" Req �-� Accessible - - - - Exit between dwelling units, typical �- Exit and between dwelling units ✓' - ❑ ! 3 1 -hour rated stair and other occupancies, typical o o! e hlo 5' -10 - ( 2 10 enclosure zl\a e - 1.. 5'-10" 5'-10" 4'-10" 3 1 hour rated corridor __ L ----- walls; typical Farthest point away from 1 1 /2" building expansion and 2 2 - 84 Egress width (other) = Al First Floor - Code Plan PLAN exit, 144 feet from thitopei point 2 hour rated fire barrier 84(.20) =16.8" Req NORTH NORTH Accessible Accessible Accessible OO.00a 11' - 20'-011 0 5' 10' 20Exit Exit Exit tQ A 7 S2 Q in 1110 iQ 1A iG i� 17 1Q 10 0r1 71 7o KEY PLAN OQ OA IL IK Iu IF IG IF IC IC 18 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ���1111 tl I I t t ti/�tI GER��',f�/iii =Z AR11200135 STATE OF •!�/�i SND 1 A�A C H i T E '��`� 3.12.11 09:07:38 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 L\ ASI #1 31 October 2013 3'\ CCD #1 10 December 2013 Drawn By Author Checked By Checker Code Plans - First Floor ■ Project Number: 2013.037 Ccs Copyright 2013 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ���1111 tl I I t t ti/�tI GER��',f�/iii =Z AR11200135 STATE OF •!�/�i SND 1 A�A C H i T E '��`� 3.12.11 09:07:38 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 L\ ASI #1 31 October 2013 3'\ CCD #1 10 December 2013 Drawn By Author Checked By Checker Code Plans - First Floor ■ Project Number: 2013.037 Ccs Copyright 2013 1 1 2 1 3 4 1 5 1 6 7 1 8 1 9 1 10 , 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 21 Legend — — — Egress Path & Accessible Route 3 - 1 Hour Fire Rated Partition 2 Hour Fire Rated Wall & Imaginary Property Line 1 1/2" Building Expansion 14 Exit sign, centered above door. Re: Electrical for additional information Tactile exit sign to comply with IBC 1011.3 and ICC A117.1 Accessible Exit An Accessible Exit Direction of Travel 32" Provided width at Exit 200 Total Number of Occupants per Exit Elec i— Electrical Room — 0 Equipment Amps J M1 Code Legend Not to Scale KI HI GI FI EI 1 hour rated sta enclosur DI CI BI SECOND LEVEL EXIT STAIR LOADS Stair 2 - 105 occupants Stair 3 - 85 occupants Stair 4 - 137 occupants Stair 5 - 73 occupants Stair 6 - 103 occupants Total - 503 occupants 2nd Floor Exit Load Calculations', Not to Scale )ad = 73 I width = 73(.3) _ 4' Provided i (other) 73(.2)=14.6" )vided ige provided. /1 A KEY PLAN IR 10 IP IN �0 IL IK IH IF �C I IIL 1JUIIUII RJ. CAP01 f-Jwn CLI 1U i -------------- Al Second Floor - Code Plan PLAN hour rated separation wail A 00.00a 1 " = 20'-0" 0 5' 1 a" 20" NORTH NORTH A 0 '4 1 _;7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte 9 II€ Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f GE 8 IF- S TET �p =� AR11200135= STATE OF q C Hi I T V-- `16 `16 13.12.11 09:08:30 -06'00 ISSUED FOR: 100%o Construction Documents 11 July 2013 Addendum #1 23 September 2013 j� ASI #1 31 October 2013 ' \ CCD #1 10 December 2013 Drawn By Author Checked By Checker Code Plans - Second Floor 00002 Project Number: 2013.037 �`c Copyright 2013 U 2 1 3 4 A 2 7 N� W11 10 11 10 13 us M 15 1 16 1 17 1 18 WALL TYPE "12" Design no. U344 May 30, 2013 Bearing Wall Rating - I hr Finish Rating - 26 min 4 19 a 21 22 23 24 0 Carmel Senior Living SW quadrant of 136th Street and Illinois Z 4 Street Carmel, Indiana 46032 1 . Wood Studs — Nom 2 by 4 in. spaced 24 in. OC, laterally braced, and effectively fire Q stopped at top and bottom. 5B. Gypsum Board* — (As an alternate to Items 5 and 5A) — 5/8 in. thick gypsum 2. Wood Structural Panel Sheathing — Nom 15/32 in. thick, 4 It wide APA Rated Sheathing panels, with square edges, applied either honizontally or vertically. Gypsum panels Spectrum Retirement Communities, LLC 32/16. Exposure 1, plywood or oriented strand board (OSB) per PS1, PS2 or APA Standard fastened to framing wl 1-1/4 in. long Type W coarse thread gypsum panel steel screws PRP -108. Installed with long dimension of sheet ( ' strength axis) or face grain of plywood, spaced a max 8 in� 0G, with !as-, 2 sorews 1 and 4 in. from edge of board or nailed as 2W Spruce Street, #200 parallel with studs. Vertical joints centered on studs, and staggered one stud space from described in Item 5. When used in widths of other then 48 in., gypsum boards are to be Denver, Cdorado 80230 wallboard joints. Horizontal joints backed with norn 2 by 4 in. wood backing. Attached to studs installed horizontally. on exterior side of wall with 6d cement coated steel box nails spaced 12 in. OC along interior TEMPLE-INLAND — GreenGlas Type X. P studs and 6 in. OC at perimeter of panels. 5 B) - 518in. thick, 4 ft. wide, C, Gypsum Board* — (As an afternate to Items 5 through 5 3. Batts and Blankets* — 3-1/2 in. thick foll4aced glass fiber bafts. Supplied in rolls 23 in. paper surfaced applied vertlically and secured as described in Item 5. w id TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish e. Density to be nom 0.70 pcf. Placed in stud cavity and secured to studs with 5/8 in. long Gastinger Walker Harden steel staples spaced nom 12 in. OC. rating 27 min). See 'Batts and Blankets* (BZZ category for names of Classified Companies. 5D. Wall and Partition Facings and Accessodee — (As an alternate to Items 5 + BeeTriplett Buck 3A. Fiber, Sprayed* — As an altemate to Batts and Blankets (Item 3) — Spray applied through 5C) — Nominal 518 in, thick, 4 ft wide panels, applied vertically only and secured Architecture I Interior Design I Construction Management cellulose material. The fiber is applied with water to completely fill the enclosed cavity in as described 'in Item N accordance with the application instructions supplied with the product with a nominal dry SERIOUS ENERGY INC — Type QuietRock ES, Type QuietRock QR -527. 817 Wyandotte density of 2.7 M3. Alternate Application Method: The fiber is applied without water or 6. Steel Framing Members — (Optional. Not Shown)* — Fuming Channels and Steel Kansas City, MO 64105 S16 421 8200 phone adhesive at a nominal dry density of 3,5 lb/ft3, in accordance with the application instructions Framing Members as described below., 816 421 1262 fax supplied with the product. a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2-3/8 in. wide by 718 design with insight.com U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as INS51 OLD, INS515LD, INS541 LD, INS735, INS745, INS765LD, and INS77OLD are to be described in Item b, Ends of adjoining channels are overlapped 6 in- and tied together used for dry application only. with double strand of No� 18 ISM galv steel wire near each end of overlap. As an M 3B. Fiber, Sprayed' — As an alternate to Item 3 and 3A — Spray applied cellulose material. alternate, ends of adjoining channels may be ovedapped 6 in. and secured together with The fiber is applied with water to completely fill the enclosed cavity in accordance with the two self -tapping #6 framing screws, min. 7/16 in, long at the midpoint of the overlap, with Structural Engineer application instructions supplied with the product. Nominal dry density of 4.58 lb/ft3. one screw on each flange of the channel, Gypsum board attached to furring channels as Bob D. Cam*U & Company, Inc - NU -WOOL CO INC — Cellulose Insulation described in Items 4 and 5. 4338 Belleview 3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (item 3) - Spray applied b, Steel Framing Members* — Used to attach furning channels (item 68) to Kansas City, Mssoun 64111 cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in studs , Clips spaced 48 in, OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall 816-531-41" p / 816-531.8572 f accordance with the application instructions supplied with the product. The minimum dry screw through the center grommet. Furring channels are friction fitted into clips. L density shall be 4.30 lbs/ft3. PAC INTERNATIONAL INC — T ype RSIC-1, RSIC-1 (2.75). INTERNATIONAL CELLULOSE CORP — Celbar-RL 6A. Steel Framing Members' — (Optional, Not Shown) - FuMng channels and Steel Mecharical I Electrical / Plumbing Engineer 4. Gypsum Board* — 518 in. thick, 4 ft wide, applied horizontally or vertically. Attached to Framing Members as described below: Pearsm Kent McKinely Raaf Engineers, ILILC studs through plywood sheathing with 8d cement coated nails 2-3/8 in. long, 0. 113 in. shank a. Furring Channels — Formed of No, 25 MSG gaiv steel. 2-3/8 in. wide by 7/8 in, 8801 Balleribne, Suite 200 diam, 9/32 in. diam head nails spaced 7 in. OC along studs and at perimeter of panels. When deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described Overland Park, Kansas 66214 used in widths other than 48 in., wallboard is to be installed horizontally. Joints exposed or in Item b. Ends of adjoining channels are overlapped 6mi. and tied together with double 913-492-24M p / 913-492-2437 f covered with tape and compound. strand of No. 18 SWG galv steel wire near each end of ovedap. As an alternate, ends of K When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels adjoining channels may be overlapped 6 In. and secured together with two self -tapping #6 Civil Engineer with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. framing screws, min. 7/16 in. long at the midpoint of the ovedap, with one screw on each Weihe Engineers AMERICAN GYPSUM CO — Types AGX-11, M -Glass, AG -C. flange of the channel. Gypsum board attached to furning channels as described in Item 5. 10505 N. Cdege Avenue CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type b. Steel Framing Members* — Used to attach furring channels (Item a) to studs. Indianapdis, IN 46280 EGRG, Type GlasRoc. Clips spaced 48 in, OC. Genie clips secured to studs with No. 8 x 1-1/2 In. coarse drywall 317M&W I p 1 317M3.0546 f CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 screw through the center hole. Fuming channels are friction fitted into clips - minutes), PLITEQ INC — Type Genie Clip J Food Servtce Consultant CGC INC — Type AR, C, IP -XZ IPC -AR, SCX, SHX, ULX, WRC, WRX. 7. Non -Bearing Wall Partition Intersection — (Opticinal) Two nominal 2 by 4 in. stud Santee / BecW Assouates, LILC LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-C/A. or nominal 2 by 6 in. stud nailed together with two 342 in. long 10d nails spaced a max- 6700 Squibb Road, Suite 101 NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long Mssion, Kansw 66202 PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -11 1, PGS- 1 Od nails spaced a max 16 in. OC_ vertically, Intersection between partition wood studs to 913-362- 1800 p 19133622609 f WR& be flush with the 2 by 4 in. studs. The wall partifion wood studs are to be framed by with a TEMPLE-INLAND — Types TG -C, Type X, Veneer Plaster Base - Type X, Water Rated - second 2 by 4 in. wood stud fastened with 3 in, long I Od nails spaced a max. 16 in. OC. Type X, Sheathing - Type X, Soffit - Type X, GreenGlas Type X. vertically. Maximum one non-bean'ng wall partition intersection per stud cavity. Non- . H THAI GYPSUM PRODUCTS PCL — Type C or Type X bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing UNITED STATES GYPSUM CO —Types AR, C, FRX-G, IP -X2, IPC -AR, WRC, SCX, SHX, wall. ULX, USGX or WRX, *Beafling the UL Classification Mark USG MEXICO 3 A DE C V — Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or WRX.. 4A. Gypsum Board* — (As an alternate to Item 4) - 518 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. TEMPLE-INLAND —Type X ComfortGuard Sound Deadening Gypsum Board (finish rating As stated above with 2x6 in. ---� '127B 2x4 in. Wood Stud T G iE�4 27 min). Wood stud e<1 4B. Wall and Partition Facings and Accessoriee — (As an alternate to Items 4, 4A) — AR11200135 Nominal 5/8 in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 2x8 in. Wood Stud 4. STATE OF SERIOUS MATERIALS INC — Type QuietRock ES, Type QuIetRock QR -527. 5- Gypsum Board* — 5/8 in. thick, 4 ft wide applied horizontally or vertically. Attached to "y 0 A kA C studs or blocking at 7 in- OC with 6d cement coated nails, 1-7/8 in- long, 0.0915 in. shank Af- .07.11 F diam and 1/4 in. diam heads. When used in widths other than 48 in., wallboard to be installed horizontally- Joints exposed or covered with tape and compound. 16:28:41 -05'00' When Item 6, Steel Framing Members*, is used, gypsum panels attached to fuming channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AGX-1, AG -C. ISSUED FOR: CGG INC — Type AR, C, IP -X1, IP -X2, IPC -AR, SCX, ULX, WRX. LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-CIA. 100% Constructim Dmuments 11 July 2013 NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). E PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -1 1, PGS- WRS_ TEMPLE-INLAND — Type TG -C, GreenGlass Type X UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP -X1, IP -X2, IPC -AR, SCX, ULX, USGX or WRX. USG MEXICO S A GE C V — Type AR, C, I P -X1, IP -X2, IPC AR, SCX, U LX, or WRX. 5A. Gypsum Board* — As an alternate to Item 5 - (not shown) - 518 in. thick gypsum panels, D with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw I in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Joints exposed or covered with tape and compound. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C (Finished Rating is 25 minutes). CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type C EGRG, Type GlasRioc. Df am By LS CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 Checked By JBT minutes). CGC INC —Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or WRX. (Finished Rating is 24 minutes). Partition Types THAI GYPSUM PRODUCTS PCL — Type C or Type X UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP -X1, IP -X2, 1PC-AR, SCX, ULX, B USGX or WRX. (Finished Rating is 24 minutes). USG MEXICO S A DE C V — Type AR, C, IP -X1, IP -X2, IPC -AR, SCX, ULX, or WRX. (Finished Rating is 24 minutes). A15 Walltype 12 - 1 -Hr unit corridor wl sheathing 00009 Not to Scale JA 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Pm1ect Number: 2013037 Copyright 2013 2 -Hour Floor Ceiling Assembly Design No. L538 System No. 9 May 30, 2013 R Unrestrained Assembly Rating — 2 Hr Subflooring — Min 518 in. thick wood structural panels, min grade "Undedayment" or Finish Rating — More than 90 Min. "Single Floor". Face grain of plywood or strength axis of panels to be perpendicular to Joists with Concrete floor topping end joints centered over the top chord of the joist and staggered. (03532) over wood subflooring(06100) Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturers instructions accompanying T===T TJI Joists (06173) the material for specific mix design. Q re.- Structural Resilient Channel ALLIED CUSTOM GYPSUM PLASTERWORKS L L C — Accu -Crete, AccuRadlant, Accul-evel G40 and Accul-evel SD30. clipped to TJIs (09111) 5/8" Gypsum board Floor Mat Material* — (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over (09250) the subfloor. Floor topping shall be a min of I in. P Description 1 - Flooring Systems — The flooring system shall consist of one of the folio i wing- ALLIED CUSTOM GYPSUM PLASTERWORKS L L C — Type AccuQuiet P80, Type AccuQuiet C40, AccuQuiet DI 3, Type AccuOuiet RSM 20, Type AccuQuIet RSM 32, Type System No. 1 AccuQuiet RSM 48, Type AccuQuiet RSM 64, and Type AccuQuiet RSM 120, and Type AccuQuiet D-18. Subflooring— Min 5/8 in. thick wood structural panels, min grade "Underlayment' or 'Single 2. Structural Wood Membere — Min 9-1/2 in. deep "I" shaped woodJolsts spaced max Floor". Face grain of plywood or strength axis of panels to be perpendicular to joists with, 19.2 in. OC. Min joist bearing on beaning plates shall be 1-3/4 in. Joists secured to bearing plates end joints centered over the top chord of the joist and staggered. with two 8d or 10d nails at each end. Circular holes may be cut in the web of joists in accordance N with the manufacturer's published installation instructions. System No. 2 Subflooring— Min 5/8 in. thick wood structural panels, min grade "Undedavment' or WEYERHAEUSER NR — TypesT J 1@ 360, TJ 1@ 560, TJ 1@165, TJ 1@190, TJ I&H 90, TJI@/HD90, TJI@/HS90, TJI@ 100C, TJI@ 300C "Single Floor". Face grain of plywood or strength axis of panels to be perpendicular to joists with end joints centered over the top chord of the joist and staggered. 2A. Alternate Structural Wood Members* — Min 14 in. deep wood and steel trusses M Finish Flooring — Min 3/4 in. thickness of lightweight insulating concrete with Perlite spaced max 19-2 in. OC. Min truss bearing on bearing plates to be in accordance with the truss manufacturees published installation instructions. Trusses nailed or bolted to bearing plates, Aggregate* or Vermiculite Aggregate*, or gypsum concrete, through steel bearing clips, in accordance with the manufacturel's published installation instructions. See Perlite Aggregate (CFFX) and Vermiculite Aggregate (CJZZ) categories for names WEYERHAEUSER NR — Types TJH, TJL(X), TJIM, TJS, TJW, TJL. of manufacturers. 3. Gypsum Board* — Three layers of 518 in. thick by 4 ft wide gypsum board. Top layer System No. 7 boards installed with the long dimension perpendicular to joists or trusses with end joints located L under bottom of joists or trusses. End joints in adjacent rows shall be staggered on adjacent joists Subflooring— Nom 23/32 in. thick wood structural panels installed perpendicular to or trusses . Top layer boards secured to bottom chord of joists or trusses with 1-5/8 in. long Type trusses with end joints staggered. Plywood or panels secured to trusses with construction S bugle head screws with hi -lo threads, spaced max 8 in. OC_ Screws located 1-1/2 to 2 in., and adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having 3,14 in. from side and end joints, respectively. Bottom two layers of gypsum board installed equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails, perpendicular to furring channels (item 4) with end joints centered on the fuming channels. Middle Vapor Barrier — (Optional) - Nom 0.0 10 in. thick commercial asphalt saturated felt, layer boards secured to each furring channel with 1 or 1-114 in. long Type S-1 2 bugle head steel screws with hi4o threads spaced max 8 in. OC. Screws located 1-1/2 to 2 in. and 518 to 3/4 in. K from side and end joints, respectively. Face layer boards secured to each fuming channel through Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping the middle layer with 1-5/8 or 1-7/8 in. long Type S-1 2 bugle head steel screws with hi -lo threads, mixture having a minimum compressive strength of 1800 psi. Refer to manufacture(s spaced a max of 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, instructions accompanying the material for specific mix design. respectively. End joints and side joints of the face layer boards shall be staggered a min of 16 in. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD from the joints in the middle layer. If end joints of the face layer boards are not centered on the Floor Mat Materials* — Floor mat material nom 1116 in. loose laid over the subfloor. furring channels, the end of boards at the end joint shall be attached to the middle layer boards with 1-1/2 in. long Type G steel screws spaced 8 in. OC and located 1-1/2 in. from the end joint - J Refer to manufacturerVs instructions regarding the minimum thickness of floor topping over All screws shall be driven no further than flush with the face of the boards in order not to damage each floor mat material. the core of the boards. UNITED STATES GYPSUM CO — Types SAM, LEVELROCK@ Brand Sound Reduction AMERICAN GYPSUM CO — Types AG -C. Board, LEVELROCKt Brand Floor Undeflayment SRM -25 CERTAINTEED GYPSUM INC — Type C. CERTAINTEED GYPSUM CANADA INC — Type C. Alternate Floor Mat Materiale — (Optional) - Norn 3/8 in. thick floor mat material loose laid CGC INC — Types C, IP -)(4 IPC -AR. H over the subfloor. GEORGIA -PACIFIC GYPSUM L L C — Types 5, C, DAPC. LAFARGE NORTH AMERICA INC — Types LGFC3, LGFC-C, LGFC-C/A. GRASSWORX L L C — Type SC50 NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, FSK -G, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types C, PG -3, PG -C. System No. 8 PANEL REY S A — Type PRC TEMPLE-INLAND — Type TG -C_ Subfilooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or THAI GYPSUM PRODUCTS PCL — Type C_ G "Sheathing"- Face grain of plywood or strength axis of panels to be perpendicular to the joists UNITED STATES GYPSUM CO, — Types C, IP -XZ IPC -AR. with joints staggered. USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR. Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.030 in. thick. 4. Furring Channels — Resilient channels, 1/2 in. deep, or inverted hat type fuming channels, 7/8 in. deep, formed from 0.019 in. thick gaiv steel, spaced 16 in. OC perpendicular to joists or Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial rosin -sized building paper. trusses. Channels secured to each joist or truss with 1-7/8 in. long Type S steel screws with hi -lo threads. F Finish Flooring* — Min 314 in. thickness of any Floor Topping Mixture beaning the UL Classification Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures (CCOX) 5. Finishing System — (Not Shown) - Vinyl, dry or premixed joint compound, applied in two category for names of Classified Companies. coats to joints and screw -heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor- Floor surface of gypsum board - topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Ourl 55/025 and Quiet QuH 55/025 N *Beanng the UL Classification Mark E Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet QuH 60/040 and Quiet Qurl 60/040 N Altemate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/4 in. thick loose laid over the subifloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Ourl 65/075, Quiet Qud 65/075 N D Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 118 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 314 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qud 52/013 and Quiet Qurl 52/013 N M1 M E Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. Y41n. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor E C topping thickness shall be a minimum of 1 in. =1 FL KEENE BUILDING PRODUCTS CO INC Quiet Qurl 55/025 MT and Quiet Qurl 551025 N MT C/) B 2 -Hour Floor/Ceiling Assembly at TJ1 A Not to Scale 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 10 13 us M 15 1 16 1 17 1 18 WALL TYPE "12" Design no. U344 May 30, 2013 Bearing Wall Rating - I hr Finish Rating - 26 min 4 19 a 21 22 23 24 0 Carmel Senior Living SW quadrant of 136th Street and Illinois Z 4 Street Carmel, Indiana 46032 1 . Wood Studs — Nom 2 by 4 in. spaced 24 in. OC, laterally braced, and effectively fire Q stopped at top and bottom. 5B. Gypsum Board* — (As an alternate to Items 5 and 5A) — 5/8 in. thick gypsum 2. Wood Structural Panel Sheathing — Nom 15/32 in. thick, 4 It wide APA Rated Sheathing panels, with square edges, applied either honizontally or vertically. Gypsum panels Spectrum Retirement Communities, LLC 32/16. Exposure 1, plywood or oriented strand board (OSB) per PS1, PS2 or APA Standard fastened to framing wl 1-1/4 in. long Type W coarse thread gypsum panel steel screws PRP -108. Installed with long dimension of sheet ( ' strength axis) or face grain of plywood, spaced a max 8 in� 0G, with !as-, 2 sorews 1 and 4 in. from edge of board or nailed as 2W Spruce Street, #200 parallel with studs. Vertical joints centered on studs, and staggered one stud space from described in Item 5. When used in widths of other then 48 in., gypsum boards are to be Denver, Cdorado 80230 wallboard joints. Horizontal joints backed with norn 2 by 4 in. wood backing. Attached to studs installed horizontally. on exterior side of wall with 6d cement coated steel box nails spaced 12 in. OC along interior TEMPLE-INLAND — GreenGlas Type X. P studs and 6 in. OC at perimeter of panels. 5 B) - 518in. thick, 4 ft. wide, C, Gypsum Board* — (As an afternate to Items 5 through 5 3. Batts and Blankets* — 3-1/2 in. thick foll4aced glass fiber bafts. Supplied in rolls 23 in. paper surfaced applied vertlically and secured as described in Item 5. w id TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish e. Density to be nom 0.70 pcf. Placed in stud cavity and secured to studs with 5/8 in. long Gastinger Walker Harden steel staples spaced nom 12 in. OC. rating 27 min). See 'Batts and Blankets* (BZZ category for names of Classified Companies. 5D. Wall and Partition Facings and Accessodee — (As an alternate to Items 5 + BeeTriplett Buck 3A. Fiber, Sprayed* — As an altemate to Batts and Blankets (Item 3) — Spray applied through 5C) — Nominal 518 in, thick, 4 ft wide panels, applied vertically only and secured Architecture I Interior Design I Construction Management cellulose material. The fiber is applied with water to completely fill the enclosed cavity in as described 'in Item N accordance with the application instructions supplied with the product with a nominal dry SERIOUS ENERGY INC — Type QuietRock ES, Type QuietRock QR -527. 817 Wyandotte density of 2.7 M3. Alternate Application Method: The fiber is applied without water or 6. Steel Framing Members — (Optional. Not Shown)* — Fuming Channels and Steel Kansas City, MO 64105 S16 421 8200 phone adhesive at a nominal dry density of 3,5 lb/ft3, in accordance with the application instructions Framing Members as described below., 816 421 1262 fax supplied with the product. a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2-3/8 in. wide by 718 design with insight.com U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as INS51 OLD, INS515LD, INS541 LD, INS735, INS745, INS765LD, and INS77OLD are to be described in Item b, Ends of adjoining channels are overlapped 6 in- and tied together used for dry application only. with double strand of No� 18 ISM galv steel wire near each end of overlap. As an M 3B. Fiber, Sprayed' — As an alternate to Item 3 and 3A — Spray applied cellulose material. alternate, ends of adjoining channels may be ovedapped 6 in. and secured together with The fiber is applied with water to completely fill the enclosed cavity in accordance with the two self -tapping #6 framing screws, min. 7/16 in, long at the midpoint of the overlap, with Structural Engineer application instructions supplied with the product. Nominal dry density of 4.58 lb/ft3. one screw on each flange of the channel, Gypsum board attached to furring channels as Bob D. Cam*U & Company, Inc - NU -WOOL CO INC — Cellulose Insulation described in Items 4 and 5. 4338 Belleview 3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (item 3) - Spray applied b, Steel Framing Members* — Used to attach furning channels (item 68) to Kansas City, Mssoun 64111 cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in studs , Clips spaced 48 in, OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall 816-531-41" p / 816-531.8572 f accordance with the application instructions supplied with the product. The minimum dry screw through the center grommet. Furring channels are friction fitted into clips. L density shall be 4.30 lbs/ft3. PAC INTERNATIONAL INC — T ype RSIC-1, RSIC-1 (2.75). INTERNATIONAL CELLULOSE CORP — Celbar-RL 6A. Steel Framing Members' — (Optional, Not Shown) - FuMng channels and Steel Mecharical I Electrical / Plumbing Engineer 4. Gypsum Board* — 518 in. thick, 4 ft wide, applied horizontally or vertically. Attached to Framing Members as described below: Pearsm Kent McKinely Raaf Engineers, ILILC studs through plywood sheathing with 8d cement coated nails 2-3/8 in. long, 0. 113 in. shank a. Furring Channels — Formed of No, 25 MSG gaiv steel. 2-3/8 in. wide by 7/8 in, 8801 Balleribne, Suite 200 diam, 9/32 in. diam head nails spaced 7 in. OC along studs and at perimeter of panels. When deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described Overland Park, Kansas 66214 used in widths other than 48 in., wallboard is to be installed horizontally. Joints exposed or in Item b. Ends of adjoining channels are overlapped 6mi. and tied together with double 913-492-24M p / 913-492-2437 f covered with tape and compound. strand of No. 18 SWG galv steel wire near each end of ovedap. As an alternate, ends of K When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels adjoining channels may be overlapped 6 In. and secured together with two self -tapping #6 Civil Engineer with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. framing screws, min. 7/16 in. long at the midpoint of the ovedap, with one screw on each Weihe Engineers AMERICAN GYPSUM CO — Types AGX-11, M -Glass, AG -C. flange of the channel. Gypsum board attached to furning channels as described in Item 5. 10505 N. Cdege Avenue CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type b. Steel Framing Members* — Used to attach furring channels (Item a) to studs. Indianapdis, IN 46280 EGRG, Type GlasRoc. Clips spaced 48 in, OC. Genie clips secured to studs with No. 8 x 1-1/2 In. coarse drywall 317M&W I p 1 317M3.0546 f CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 screw through the center hole. Fuming channels are friction fitted into clips - minutes), PLITEQ INC — Type Genie Clip J Food Servtce Consultant CGC INC — Type AR, C, IP -XZ IPC -AR, SCX, SHX, ULX, WRC, WRX. 7. Non -Bearing Wall Partition Intersection — (Opticinal) Two nominal 2 by 4 in. stud Santee / BecW Assouates, LILC LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-C/A. or nominal 2 by 6 in. stud nailed together with two 342 in. long 10d nails spaced a max- 6700 Squibb Road, Suite 101 NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long Mssion, Kansw 66202 PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -11 1, PGS- 1 Od nails spaced a max 16 in. OC_ vertically, Intersection between partition wood studs to 913-362- 1800 p 19133622609 f WR& be flush with the 2 by 4 in. studs. The wall partifion wood studs are to be framed by with a TEMPLE-INLAND — Types TG -C, Type X, Veneer Plaster Base - Type X, Water Rated - second 2 by 4 in. wood stud fastened with 3 in, long I Od nails spaced a max. 16 in. OC. Type X, Sheathing - Type X, Soffit - Type X, GreenGlas Type X. vertically. Maximum one non-bean'ng wall partition intersection per stud cavity. Non- . H THAI GYPSUM PRODUCTS PCL — Type C or Type X bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing UNITED STATES GYPSUM CO —Types AR, C, FRX-G, IP -X2, IPC -AR, WRC, SCX, SHX, wall. ULX, USGX or WRX, *Beafling the UL Classification Mark USG MEXICO 3 A DE C V — Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or WRX.. 4A. Gypsum Board* — (As an alternate to Item 4) - 518 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. TEMPLE-INLAND —Type X ComfortGuard Sound Deadening Gypsum Board (finish rating As stated above with 2x6 in. ---� '127B 2x4 in. Wood Stud T G iE�4 27 min). Wood stud e<1 4B. Wall and Partition Facings and Accessoriee — (As an alternate to Items 4, 4A) — AR11200135 Nominal 5/8 in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 2x8 in. Wood Stud 4. STATE OF SERIOUS MATERIALS INC — Type QuietRock ES, Type QuIetRock QR -527. 5- Gypsum Board* — 5/8 in. thick, 4 ft wide applied horizontally or vertically. Attached to "y 0 A kA C studs or blocking at 7 in- OC with 6d cement coated nails, 1-7/8 in- long, 0.0915 in. shank Af- .07.11 F diam and 1/4 in. diam heads. When used in widths other than 48 in., wallboard to be installed horizontally- Joints exposed or covered with tape and compound. 16:28:41 -05'00' When Item 6, Steel Framing Members*, is used, gypsum panels attached to fuming channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AGX-1, AG -C. ISSUED FOR: CGG INC — Type AR, C, IP -X1, IP -X2, IPC -AR, SCX, ULX, WRX. LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-CIA. 100% Constructim Dmuments 11 July 2013 NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). E PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -1 1, PGS- WRS_ TEMPLE-INLAND — Type TG -C, GreenGlass Type X UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP -X1, IP -X2, IPC -AR, SCX, ULX, USGX or WRX. USG MEXICO S A GE C V — Type AR, C, I P -X1, IP -X2, IPC AR, SCX, U LX, or WRX. 5A. Gypsum Board* — As an alternate to Item 5 - (not shown) - 518 in. thick gypsum panels, D with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw I in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Joints exposed or covered with tape and compound. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C (Finished Rating is 25 minutes). CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type C EGRG, Type GlasRioc. Df am By LS CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 Checked By JBT minutes). CGC INC —Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or WRX. (Finished Rating is 24 minutes). Partition Types THAI GYPSUM PRODUCTS PCL — Type C or Type X UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP -X1, IP -X2, 1PC-AR, SCX, ULX, B USGX or WRX. (Finished Rating is 24 minutes). USG MEXICO S A DE C V — Type AR, C, IP -X1, IP -X2, IPC -AR, SCX, ULX, or WRX. (Finished Rating is 24 minutes). A15 Walltype 12 - 1 -Hr unit corridor wl sheathing 00009 Not to Scale JA 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Pm1ect Number: 2013037 Copyright 2013 I IV 9 11 M I dy 111 r1li t M 9 F W 1191 M 15 E E C W r__ Cn 9 w _V__ CD M11 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 110 ill 2 -dour Eloor Ceiling Assembly System No. 6 Design No. L511 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face May 30, 2013 grain of plywood or strength axis of panels to be perpendicular to the Joists with joints staggered. Unrestrained Assembly Rating — 2 Hr Finish Rating — 71 Min. Vapor Barrier - (Optional) — Norn 0.010 in. thick commercial rosin -sized building paper. Finish Flooring - Floor Topping Mixture* — Min 1 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1 .4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 62.5 lb of pea x gravel, 312.5 lbs of sand with 5-1/2 gal of water. LITE -CRETE INC Type I System No. 7 ......... . . . 4 Subflooring — Min 15132 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with Joints staggered. X� 50 Vapor Retarder — (Optional) — Norn 0,030 in. thick commercial asphalt saturated felt. P_ --------- Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 1912 or min 15/32 in. thick wood structural panels respectively, having a mi Ive 1 3 1 in compress' strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 Fast [,ayer LMrw cu ft of sand, End Jot nt Detoij Erd*-)oir*DaW ULTRA QUIET FLOORS — Types UQF-A, UQF-Super Blend, UQF-Plus 200 1. Flooring Systems — The flooning system shall consist of one of the following: System No. 8 System No. 2 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the Joists with Joints staggered- Subflooring — Min 15/32 in- thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the Joists with Joints staggered, Vapor Barrier — (Optional) — Norn 0-030 in. thick commercial asphalt saturated felt. Vapor Barrier - (Optional) — Nom 0.010 in. thick commercial asphalt saturated felt, Floor Mat Materials* - (Optional) — Norn 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. Floor having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions topping thickness a min 3/4 in. over Acousti-Mat I floor mat. accompanying the material for specific mix design. MAXXON CORP — Type Acousti-Mat 1, Acousti-Mat 11, Acousti-Mat 11 HP. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD Alternate Floor Mat Materials* - (Optional) — Nom 0.8 in. thick floor mat material loose laid over Floor Mat Materials* — (Optional) - Floor mat material nom 1116 in. looselaid over the subfloor. the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping Refer to manufacturerVs instructions regarding the minimum thickness of floor topping over each thickness shall be min 1-1/2 in. floor mat material'. MAXXON CORP — Type Acousti-Mat 3, Acousfi-Mat 3 HP, Crack Suppression Mat (CSM) UNITED STATES GYPSUM CO — Types SAM, LEVELROCK@ Brand Sound Reduction Board, LEVELROCK@ Brand Floor Undedayment SRM -25 Metal Lath (Alternate to Crack Suppression Mat (CSM)) — 318 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be Alternate Floor Mat Materials* (Optional) — Norn 318 in. thick floor mat material loose laid over min 1-1/2 in. the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture*. GRASSWORX, L L C — Type SC50 Alternate Floor Mat Materiale - (Optional) — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping System No. 5 placement- Floor topping thickness shall be min 1-112 in. MAXXON CORP — Type Enkasonic 9110, Enkasonlc 9110 H P. Subfiooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with Joints staggered. Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping Vapor Barrier - (Optional) — Nom 0.010 in. thick commercial rosin -sized building paper. placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP -R Floor Mat Materials* - (Optional) — Norn 6 mrn thick floor mat matenial adhered to subfloor with Hacker Floor Primer. Primer to be applied too the surface of the mat prior to the placement of floor- Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 In. diamond mesh, 3.4 lbsisq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose HACKER INDUSTRIES INC — Type Hacker Sound -Mat. laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 10 mm thick adhered Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in- thickness of floor topping mixture to subfloor with Hacker Floor Primer, Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in. of floor -topping mixture. for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive 14ACKER INDUSTRIES INC — Type Hacker Sound -Mat 11, strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. Afterriate Floor Mat Materials* — (Optional) — Floor mat material norn 1/4 in. thick loose laid MAXXON CORP — Type D -C, GC, GC2000, L -R, T -F, CT over the subfloor. Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC — Type Quiet Oud 55/025 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1 /2 in. HACKER INDUSTRIES INC — Type Quiet Qud 60/040 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in - HACKER INDUSTRIES INC — Type Quiet Qud 651075 Metal Lath (Optional) — For use with 3/8 in. or 10 mm floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior tothe placement of the metal lath. When metal lath is used, floor topping thickness a nom 1- 1/4 in. over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for min 19132 or min 15132 in. thick wood structural panels respectively, having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1-9 cu ft of sand. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 4010, Firm - Fill High Strength, Gyp -Span Radiant, Firm -Fill 3310, Ai 2 Hour Floor/Ceiling Assembly at Corridor Not to Scale 2 3 4 5 M 7 9 pf ILI 12 1 13 1 14 1 15 1 16 System No. 9 Subf1looring — Min 15/32 in. thick wood structural panels, min grade 'C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the Joists with joints stagger . Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Nom 1,14 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. Floor topping thickness a min 314 in. over Acousti-Mat I floor mat. MAXXON CORP — Type Acousti-Mat 1, Acousti-Mat 11, Acousti-Mat 11 HP. Alternate Floor Mat Materials* - (Optional) — Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material, Floor topping thickness shall be min 1 - 1 /2 in. MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) — 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials* - (Optional) — Norn 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP —Type Enkasonic 9110, Enkasonic 9110 HP. Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor- Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP -R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) Finish Flooring - Floor Topping Mixture' — Min 3/4 or 1 in. thickness of floor topping mixture for min 19/32 or min 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1 .4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, RFR, Ortecrete System No. 11 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or"Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 105 plus or minus 5 pcf. Foam concentrate mixed 401 by volume With water and expanded at 100 psi through nozzle. Mixture shall consist of 1.2 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, and 300 lbs of sand with 5.5 gal of water. CELLULAR CONCRETE L L C — Floor Topping Mixture System No. 12 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with Joints staggered. Vapor Barrier - (Optional) — Norn 0.010 in. thick commercial rosin -sized building paper. Finish Flooring - Floor Topping Mixture' — Min 314 floor topping mixture, having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GYPSUM PLASTERWORKS L L C — Accu -Crete, AccuRadlant, Accul-evel G40 and Accul-evel SD30. Alternate Floor Mat Material* - (Optional) - Floor mat material nominal 2 - 9-5 mm thick loose laid over the subfloor. Floor topping shall be a min of 314 in. or 1 in. thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively. ALLIED CUSTOM GYPSUM PLASTERWORKS L L C — Type AccuQuIet P80, Type AccuQuIet C40, AccuQuiet D1 3, Type AccuQuiet RSM 20, Type AccuQuIet RSM 32, Type AccuQuiet RSM 48, Type AccuQuiet RSM 64, Type AccuQuiet RSM 120, and Type AccuQuIet D-1 8. H9 16 1 17 1 18 1 19 1 20 1 21 1 22 System No. 13 Subflooring — 15/32 or 19/32 in. thick wood structural panels, min. grade "C -D" or 'Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to joists with Joints staggered. Vapor Barrier — (Optional) — Norn 0.030 in. thick commercial asphalt saturated felt, Finish Flooring — Floor Topping Mixture — Min 3/4 or 1 in- thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively, having a min compressive strength of 2100 psi, Refer to manufacturer's instructions accompanying the material for specific mix design. BMI PRODUCTS OF NORTHERN ILLINOIS INC — MaxA4913 System No. 14 Subflooring — Min 15132 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.030 in, !hick, Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial rosin -sized building paper. Finish Flooring* — Min 314 in. thickness of any Floor Topping Mixture bearirng the UL Classification Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures (CCOX) category for names of Classified Companies. Floor Mat Materials* — (Optional) - Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qud 55/025 and Quiet Qur1l 55/025 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 3/8 in, thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 601040 and Quiet Qud 601040 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom, 314 ln� thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-112 in, KEENE BUILDING PRODUCTS CO INC — Type Quiet Qud 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 314 in, KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 52,1013 and Quiet Ourl 52/01 IV N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. `,/41n. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Quiet Qud 55/025 MT and Quiet Qurl 55/025 N MT 2, Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in accordance with local codes. 3. Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. 4, Resilient Channels — Formed of 25 MSG galv steel, spaced 24 in. OC perpendicular to joists and located 12 in. from each side edge of base layer gypsum board. Channels placed with 114 in. clearance at the ends and fastened to each joist with 1-7/8 in. long No- 7 Type S bugle head screws. Min end clearance of channels to walls: 3/8 in. Additional channels 60 in. long, placed adjacent to continuous channels at end joints of second layers of gypsum board (item 5) and similarly secured. Channel ends to extend 6 in. beyond each side of joint. 5. Gypsum Board* — Two layers of nom 5/8 in. thick., 4 ft wide gypsum board. When resilient channels (Item 4) are used, first layer installed perpendicular to Joists with end Joints located over bottom of joists. Gypsum board attached to joists with 6d cement coated cooler nails spaced 1 in., 6 in. and 21 in. from each side edge in the field of the board. Butt edges shall occur under Joists, fastened with nails spaced I in., 6 in., 15 in. and 21 in. from side edges of board, and 1/2 in. back from butt edge. Second layer of gypsum board secured to resilient channels with 1 in. long No. 7 Type S bugle head screws spaced 12 in, OC with additional screws placed 3 in. from each side edge. End Joints of second layer offset from end joints in first layer, and secured to both resilient channels as shown in end joint detail- Screws located 314 in. and 1-1/4 in. from side and end Joints of boards. When Steel Framing Members (item 4A) are used, sheets installed with long dimensions parallel with joists. Base layer attached to the fiiming channels using in. long No. 7 Type S bugle head steel screws spaced 8 in. OC along butted end Joints and 12 in. OC in the field of the board. Butted end Joints shall be staggered min 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a min of 24 in. in adjacent courses- Outer layer attached to the furring channels using 1-5/8 in. long No, 7 Type S bugle head steel screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min of 8 in. from base layer end 'joints. Butted side Joints of outer layer to be offset min 18 in- from butted side joints of base layer. AMERICAN GYPSUM CO — Type AG -C CERTAINTEED GYPSUM INC — Type FRPC, Type C CERTAINTEED GYPSUM CANADA INC — Type C CGC INC — Types C, IP -)(Z IPC -AR GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC LAFARGE NORTH AMERICA INC — Type LGFC-C, LGFC-C/A NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, FSW-C, FSW-G PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C PANEL REY S A — Type PRC TEMPLE-INLAND — Type TG -C THAI GYPSUM PRODUCTS PC L —Type C UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR USG MEXICO S A DE C V —Types C, IP -X2, IPC -AR 6. Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads. Norn 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire surface of the gypsum board. *Bearing the UL Classification Mark PA_ 23 24 Carmel Senior Living IN SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 L01 Spectrum Retirement Communities, LL Is Gastinger Walker Harden + BeeTriplett Buck Architerture Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone w- 816 421 1262 fax design w1th insight.com Structural Engineer Bob D_ Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.41" p 18165318572 f L MechaniGal I Electincal I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Sude 200 Overland Park, Kansas 66214 9134922400 p 1913.492.2437 f K Civil Engineer Wejhe Engineers 10505 N_ College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.8410546 f Food Service Consultant Santee I Becker Associates, ILLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 9133621800 p / 9133622609 f Z 0 G AR11 001 5 STATE OF I.T 1� ,fl.0 H F f107_11 16:29:05 -05'00' ISSUED FOR - 100% ConstwAim Documents 11 July 2013 E I C Drawn By LS Checked By JBT L6.1 Fire Rated Assemblies 1A 23 24 Pruiect Numberi 2013037 Copyright 2013 t O U ®l N E Cz U E i U N Cn ti M O C'7 CD N �I E U 0 0 0 U CID Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel. Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 r° 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f GEt �B�t�t����� S T E,9 ��4,wp'!, Ct <i AR11200135 M= STATE OF h'O H } T G ~►�� 3.12.11 09:08:01 -06'00' ISSUED FOR: 100% Construction Documents i1 July 2013 1'. Addendum 41 23 September 2013 ASI#1 31 October 2013 i\ CCD #1 10 December 2013 Drawn By LS Checked By JBT ------------------- First Floor - Level of Care Plan 0 -- 0 - ■ 11 Project Number: 2013.037 rc) Copyright 2013 I Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 1111 I IB Ny/1, 'ejq q Q� FQ AR11200135 �= STATE OF r � DIA AN •� Ne`,`i ray C H I T�G�t� 3.12.11 / 09:07:08 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 �i ASI #1 31 October 2013 '3\ CCD 01 10 December 2013 Drawn By LS Checked By JBT Second Floor - Level of Care 00012 Project Number: 2013.037 �`c I Copyright 2013 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas Oty, MO 64105 E € iii 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Drawn By LS Checked By JBT ---------------- Third Floor - Level of Care Plan 00013 ----- Project Number: 2013.037 Cc; Copyright 2013 1111 t fi/� j�1 �����t1Ct ,Q�GtsTET)'��A�<'. Q =� AR11200135= STATE OF a -9 AHD I A N C H, I T 09:04.53 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Al Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By LS Checked By JBT ---------------- Third Floor - Level of Care Plan 00013 ----- Project Number: 2013.037 Cc; Copyright 2013 N 2 O . M Z :21 0 F1 <0\ O x 00 w N Q Q d' cd u. 00 �-D ^ d tf) P. U:� I x P. w cV cn 3 zcd 00Itt0 x z O'C1t r— O[- a M 00 M -W L c U W W •� L �� UQ CD a� -5' U CD MEN C0 N JW J o C) Z W? LL w � � o A w W U A- N w� zN 0 z x \ 0 w ra ca ra v r� N LLJ a a \ ¢U¢ U U U U � W M M M r2 M O O O O O \ \0 \ H Q\ O 1 \A \ \ \ \ N t!') 1A c0 I- W w J Q � am >� _y W W N W Fy6f F- W � Q n c z 3 m U :2 O w U ¢ d a CL c_) U N U V) • * )?E10201333 * r STATE OF -./NDIAvk. J S E. SHIELDS M. /E/0201333 v r^ CvT1l O � � w 05 M I h I CIZ O Z rX4 Q 04 H per,° a SHEET NO. C302E PROJECT NO. W11-0381 N L 2 i I M F 19 A 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16, 17 1 18 1 19 1 20 121 22 1 23 �PLAN NOR H NORTH Archi:tectura Site Plan 1;"= 41Y-0" 0 10' 20' 40' ................ I.- ........... . . ....... .... . . ......... - . . ........ of MA V Ul IGC Pillar (04813) 7 NNNT VaVU41 I UI PIC (06100) 1.1 W41 10 11 MA Cedar Fence Gate (06100) 19 12 0'1'bE16 Cedar Fencx- (06,100) 6 �I�i IIIIIV M; 1/4" K, W, 47.4 11 1 11111M1 K#j 24 ,ast Stone 'apistone (04720) &k Fence Pillar eyond bears on R rating IP:: Structural E A Cedar )6100) screwed ) posts with alvanized angle ,rackets /2" Cedar fence Jckets (06100) ;lab and footing Ike: Structural Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 111/2" VZ 1f f�� N22 Section - Memory Gard. Fence N Gastinger Walker Harden + BeeTriplett Buck Architechli e I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 12.01 0 6" 1 2" Cedar Cap (06100) 2A Cedar (06100) Cn ....... screwed to posts with 816 421 8200 phone galvanized angle brackets 112" Cedar Pickets (06100) 112" 1 Brick Fence Pillar 816 421 1262 fax beyond {04$13) — — — — — — — A/4" E20 Detail - Fence Cap design with insight.com 12.01 11/2" =1 "-0" 0 7 -7- 3 112" V2' /1, L LL C14 112" 11/4' M Structurals Engineer i Bob D. Campbell & Company, Inc - 7 CN 4338 Belleview Kansas City, Ussouri 64111 1 1314" 8165314144 p 1816531.8572 f ME ��Nu�nae�w MOVIE 11 1 11 of MA V Ul IGC Pillar (04813) 7 NNNT VaVU41 I UI PIC (06100) 1.1 W41 10 11 MA Cedar Fence Gate (06100) 19 12 0'1'bE16 Cedar Fencx- (06,100) 6 �I�i IIIIIV M; 1/4" K, W, 47.4 11 1 11111M1 K#j 24 ,ast Stone 'apistone (04720) &k Fence Pillar eyond bears on R rating IP:: Structural E A Cedar )6100) screwed ) posts with alvanized angle ,rackets /2" Cedar fence Jckets (06100) ;lab and footing Ike: Structural Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 t; Cedar Posts (06100) Ir 15" x 15" Precast capstone above (04720) F4-. Brick Fence Pillar, grout filled and bearing on footing (04813) RE- Structural 2x4 Cedar Nailer bolted to brick pillar (06100) Swing Gate with > diagonal bracing Heavy Duty Stainless Steel Gate Hinge G20 I Detail - Fence and Pillar 12.01 111/2" VZ 1f f�� N22 Section - Memory Gard. Fence N Gastinger Walker Harden + BeeTriplett Buck Architechli e I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 12.01 0 6" 1 2" Cedar Cap (06100) 2A Cedar (06100) Cn ....... screwed to posts with 816 421 8200 phone galvanized angle brackets 112" Cedar Pickets (06100) 112" 1 Brick Fence Pillar 816 421 1262 fax beyond {04$13) — — — — — — — A/4" E20 Detail - Fence Cap design with insight.com 12.01 11/2" =1 "-0" 0 7 -7- 3 112" V2' /1, L LL C14 112" 11/4' M Structurals Engineer i Bob D. Campbell & Company, Inc - 7 CN 4338 Belleview Kansas City, Ussouri 64111 1 1314" 8165314144 p 1816531.8572 f t; Cedar Posts (06100) Ir 15" x 15" Precast capstone above (04720) F4-. Brick Fence Pillar, grout filled and bearing on footing (04813) RE- Structural 2x4 Cedar Nailer bolted to brick pillar (06100) Swing Gate with > diagonal bracing Heavy Duty Stainless Steel Gate Hinge G20 I Detail - Fence and Pillar 12.01 111/2" VZ 1 Precast Capstone (04720) C113 Cedar Cap (06100) 2A Cedar (06100) Cn ....... screwed to posts with galvanized angle brackets 112" 1 Brick Fence Pillar 3 1/2' beyond {04$13) 11 1/2"' 112. 1/2" Cedar Pickets (06100) E20 Detail - Fence Cap 12.01 11/2" =1 "-0" 0 T 4' 8. 21 MA, 23 24 I Mechanical I Electrical I Plumbing Engineer Pearson Kent McKmely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913-492-2400 p / 9134922437 f K Civil Engineer Weihe Engineers 10505 N_ College Avenue Indianapolis, IN 46280 317846.6611 p if 317.843.0546 t Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mssion, Kansas 66202 913-362-1800 p t 9133622609 f M GC G AR11 200135 14C STATE OF 0 F 13.07.11 16:32:54 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E IC C Dam By BS Checked By JBT Architectural Site Plan B DS A Purled Number- 2013037 @ Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 16 1 17 1 18 19 1 20 1 21 1 22 1 23 1 24 2" Thick HDU Slope 1/ D �19 t� YOD Signage (10431) 12.0 N-02.02) Prefinished Sheet slope 91- 2" Signage street side Cn only and (letters, Metal Cap Flashing logo, address, etc.) R R (07710) r to be designed and - Prefinished Sheet 11 Metal Cap Flashing provided by others. Seperate sign permit (077W El Brick (04813) required. Cast Stone Brick x x co 611 Fully grouted (Ki =17 77 -- joint X Q 8" CMU grouted full ID Capstone(04720) Q T Fully grouted Bock Re: Structural, joint B (04813) 22'- 6" �x rH19 , I A L 7� Sim Al 12 Q7 P • a) P U Concrete foundation 8" CMU Block 1 0 7' cc and footing Re: Structural, R Structural) e IL Pre -finished sheet metal Concrete patio with decorative, . I 1-, 1 1-74,11" __11 flashing (07620) F- Ivil I Ci V, Re. T - pattern and concrete •border L _i - - - -- .Y_ - - - - >/ < < A N 12" 'MU grouted full L N Re: Structural, e. Monument Sign - Elevation N19 > > �V< Concrete Slab and 00 1/2" 15 V 2' 7-1 Foundation Concrete Sidewalk /7/7 Re- Structural 201,01, YY� Re-, Civil D191 2" Thick HDU VI 2.0!1 D2 2, M Signage (10431) A21 ��i z0v 12.0 ZS 71 Concrete Slab and it. T- On Zf Foundation 12.0 Cast Stone Re. Structural y Capstone below X, fa 4, (04720) X/ Brick (04813) x A > I //'N' X L L :� xx,\��/,-,\xx< CMU (048 10 - I , . I Iv, .-- "': •, r 'd Structural` ' \\i\� ,' r'` �;%; , �e`� \�i \� \ ' ' S:Y y .: Y ) Entry Monument Sign - Section at Signage (Re x K19 ___r 0 V, 11 2' K10 Trash/Gen. Enclosure Wali - Section N A 12-02 1/2" T -O' N, X, 0 Y 6" 11. K K 12.02 V -O" ADl 9 x NI 2.02.) D22 12,1 \' /// d.. a Nx IZO (12.02 ` 71- On Brick (04813} (10) ea. 4'-0' high, G14 J14 Trash/Gen. Dividing Wall - Section - ----- - 6" O.D., Concrete Filled 11l-811 10) ea. 4'-0" hich, Steel Pipe Bollards, paint - A18 12.02 Concrete Slab - and Foundation Re.- Structural )D14 AS 12.02 F 21 - Oil 16'-8" C? Gazebo 02880) r Concrete patio with Concrete Slab E decorative pattern and D r" A 6- O.D., Concrete 12,02 l" V -O" 0 3- 6" 1. z Z Filled Steel Pipe CMU (04810 Bollards, paint A181 12.02 Brick - - - - - - - - - - - - - (Re.- Structural) . ........ .... .................. L C> ......... .... ............ . .......... .. . ....... (04813) C:0 L LO 00 Metal gate 97 Entry Monument Sign - Section at Plinth ... posts, painted 12.02 112- T -O" 0 6" 11 X H Steel Bollards, painted Top of cap to ............ slope down away A r— Brick Pillar (10 T - - - - - - - - - - - - - - - from center Beyond %&J L > :T LL -11 I C111 Bollards embedded in C14 N 2" Thick HDU ,j( KIO K10 concrete, Re: Structural > Cast Stone co Signage (1043 1) ------ "�,l 2.02) N 12.02) Capstone (04720) G Zo G14 Trash/Generator Enclosure Top of cap to slope - East Elevation 8" CMU (04810) CV down away from - - - - - - (Re: Structural) CO I2.02 118" = V -O" 0 2' 4' 8. center Cn i - Cast Stone Handle and Hasp Brick 4 Capstone (04720) I _12f I Brick Metal gates, painted U-3 F A, J, (04813) CMU (04810) (Re: Structural) Steel Bollards, C> I An painted 777 77777, C) r ULWLJUU1111111 N Concrete Brick (04813) clearances with generator IAN C\J '`foundation and 11-01/2 1/4" manufacturer-, refer to electrical ;z N, ooting Concrete foundation E Concrete slab- refer to structural LLI lull -4 D Structural) concrete border and footing Bollards embeddedin Steel drop -41.; ConcreteSlab and FoundationA_ A' A. (Re: Structural) Re: Civil concrete, Re: Structural into sleeves in stab Re- Structural 1\ I D Trash/Generator Enclosure - Enlarged Plan AN D14 D22 8 PL Trash/Generator Enclosure - North Elevation ection at Monument Pillar Section at Monument Signage " = 1 I -Off ------ 1 NORTH D 00.00a 1/8 0 2' 4' 81 12,02 118" 11-0" 0 2' 4' 81 12.02 1/2" = l' -Off 0 6" 1' 2' 12.02 1/2" l' -O" 0 6" 1' 2, D (_0 Rounded concrete top with finish and sealer - - - - - - - CMU (04810) 8" CMU Block F Re. Structural Concrete filled 6" pipe Re: Structural /Al 0 bollard, paint (03300, I Cast Stone Heaw duty gate hinge Capstone above 'N44-05) 05500, 09911) ops t� 180 degrees .=5 (0472 0) C,4 Compressible filler and C C 3" x 3" x 1/4" Angle sealant (07920) traffic c HDU (Signfoam) �3 frame spot welded to ribs Paving- Re- Civil of steel deck (05500) Signage (10431) "Ji ..... ....... Fiber emen I Fn1 ---------- 1/4" x 3" Wide cont. E Column (0746 0) r on strap Brick (04813) Sealant (07920) diagonal tens' welded to angle frame _4 Aluminum Angle B Concrete filled 4" x 4" x 3/8" and to steel deck ribs Gutter and Brick (04813) Downspouts attachment (10431).B Downspouts (05500) Steel Tube set in concrete 4" 1 1:� (07710) Cast Stone Capstone (05500), paint 20 Gauge deck (07710) below (04720) with 11/2" nibs welded to angle 11 - 6" - - - - - - - - - Brick (04813) frame (05500) Detail at B_ _Z17 Monument Sign -Sign Pillar Detail Al Patio - Enlaraed Plan PLAN A8 Trash/Gen. Enclosure - Gate Detail A13 Memory Garden Shelter - East Elevation A18 olla4r - %o r__1L__7 kIORTH " 11 12.01 118" =1-0 1" NORTH 12.02 11/2 = -011 0 2' 4' 8 0 2" 4" 8" 12.01 1 1/8" = l' -O` 0 T 4- 8.1 -01; 0 3" 6" 11 lZO2 1 1 112H = V -On 0 T 4" 8" 1A 7 2 47 1 5 6 1 7 8 1 10 21 122 23 1 3 7 1 1 9 1 11 1 12 !13 114 1 15 1 16 117 18 1 19 1 20 i 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC Structural Engineer Bob D_ Campbell & Company, Inc_ 4338Belleview Kansas City, Missouri 64111 816-531-41" p 18165318572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinety Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9134922400 p / 913-492-2437 f Ulm[ Engineer Wejhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317843.0546 t Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 9133621800 p / 913.362-26091 AR11 001350 S STATE QF A t- �H T 12 .07.11 16:33:50 -05'00 ISSUED FOR: 100° Construction Documents 11 July 2013 Dram By BS Checked By JBT Architectural Site Details ■ Project Number 2013-037 Copyright 2013 F- -7 11 Dumpster IL -B r- T 7 11 Others �� I rash Fr --0 11 Dumpster 11 Other-s>�l 2- On V 14 Generator Generator 12. FE102 I Re- Electrical E 6- O.D., Concrete 12,02 l" V -O" 0 3- 6" 1. z Z Filled Steel Pipe CMU (04810 Bollards, paint A181 12.02 Brick - - - - - - - - - - - - - (Re.- Structural) . ........ .... .................. L C> ......... .... ............ . .......... .. . ....... (04813) C:0 L LO 00 Metal gate 97 Entry Monument Sign - Section at Plinth ... posts, painted 12.02 112- T -O" 0 6" 11 X H Steel Bollards, painted Top of cap to ............ slope down away A r— Brick Pillar (10 T - - - - - - - - - - - - - - - from center Beyond %&J L > :T LL -11 I C111 Bollards embedded in C14 N 2" Thick HDU ,j( KIO K10 concrete, Re: Structural > Cast Stone co Signage (1043 1) ------ "�,l 2.02) N 12.02) Capstone (04720) G Zo G14 Trash/Generator Enclosure Top of cap to slope - East Elevation 8" CMU (04810) CV down away from - - - - - - (Re: Structural) CO I2.02 118" = V -O" 0 2' 4' 8. center Cn i - Cast Stone Handle and Hasp Brick 4 Capstone (04720) I _12f I Brick Metal gates, painted U-3 F A, J, (04813) CMU (04810) (Re: Structural) Steel Bollards, C> I An painted 777 77777, C) r ULWLJUU1111111 N Concrete Brick (04813) clearances with generator IAN C\J '`foundation and 11-01/2 1/4" manufacturer-, refer to electrical ;z N, ooting Concrete foundation E Concrete slab- refer to structural LLI lull -4 D Structural) concrete border and footing Bollards embeddedin Steel drop -41.; ConcreteSlab and FoundationA_ A' A. (Re: Structural) Re: Civil concrete, Re: Structural into sleeves in stab Re- Structural 1\ I D Trash/Generator Enclosure - Enlarged Plan AN D14 D22 8 PL Trash/Generator Enclosure - North Elevation ection at Monument Pillar Section at Monument Signage " = 1 I -Off ------ 1 NORTH D 00.00a 1/8 0 2' 4' 81 12,02 118" 11-0" 0 2' 4' 81 12.02 1/2" = l' -Off 0 6" 1' 2' 12.02 1/2" l' -O" 0 6" 1' 2, D (_0 Rounded concrete top with finish and sealer - - - - - - - CMU (04810) 8" CMU Block F Re. Structural Concrete filled 6" pipe Re: Structural /Al 0 bollard, paint (03300, I Cast Stone Heaw duty gate hinge Capstone above 'N44-05) 05500, 09911) ops t� 180 degrees .=5 (0472 0) C,4 Compressible filler and C C 3" x 3" x 1/4" Angle sealant (07920) traffic c HDU (Signfoam) �3 frame spot welded to ribs Paving- Re- Civil of steel deck (05500) Signage (10431) "Ji ..... ....... Fiber emen I Fn1 ---------- 1/4" x 3" Wide cont. E Column (0746 0) r on strap Brick (04813) Sealant (07920) diagonal tens' welded to angle frame _4 Aluminum Angle B Concrete filled 4" x 4" x 3/8" and to steel deck ribs Gutter and Brick (04813) Downspouts attachment (10431).B Downspouts (05500) Steel Tube set in concrete 4" 1 1:� (07710) Cast Stone Capstone (05500), paint 20 Gauge deck (07710) below (04720) with 11/2" nibs welded to angle 11 - 6" - - - - - - - - - Brick (04813) frame (05500) Detail at B_ _Z17 Monument Sign -Sign Pillar Detail Al Patio - Enlaraed Plan PLAN A8 Trash/Gen. Enclosure - Gate Detail A13 Memory Garden Shelter - East Elevation A18 olla4r - %o r__1L__7 kIORTH " 11 12.01 118" =1-0 1" NORTH 12.02 11/2 = -011 0 2' 4' 8 0 2" 4" 8" 12.01 1 1/8" = l' -O` 0 T 4- 8.1 -01; 0 3" 6" 11 lZO2 1 1 112H = V -On 0 T 4" 8" 1A 7 2 47 1 5 6 1 7 8 1 10 21 122 23 1 3 7 1 1 9 1 11 1 12 !13 114 1 15 1 16 117 18 1 19 1 20 i 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC Structural Engineer Bob D_ Campbell & Company, Inc_ 4338Belleview Kansas City, Missouri 64111 816-531-41" p 18165318572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinety Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9134922400 p / 913-492-2437 f Ulm[ Engineer Wejhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317843.0546 t Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 9133621800 p / 913.362-26091 AR11 001350 S STATE QF A t- �H T 12 .07.11 16:33:50 -05'00 ISSUED FOR: 100° Construction Documents 11 July 2013 Dram By BS Checked By JBT Architectural Site Details ■ Project Number 2013-037 Copyright 2013 b IN IN N 1Ii L A J H G F A FRI If AL 1 I2 13 14 15 16 17 18 9 110 11 112 1; 1 1 1101 PRE-ENGINEERED WOOD 1101 PRE-EN61NEERED WOOD ROOF TRU55E5 @24"oc ROOF TRU55E5 @24"oc PRE-ENGINEERED WOOD ROOF TRU55E5 ®24"oc 11.01 m x — — `- (3) 2xPt��3)-2x- (3) 2x8-�YA_ _ 0 w 'P G O s _QI s I I i I L -1 K NOTE: 50LID HATCH N INDICATES ARE F JP � TOVERBUILD RU55 \ �r RE: 5EGTION 10/11.01 l Fr LLI - i — CF F O J r (71F'DER RU55 ` 4 T OE R ' '� B 0 � 1 1 .OI I �I l J 2x T 0 _= - _ F I MIJ T _ __ _-1 — r �I � f3) 2x8 '' _ � � '� ,3) 2x8 I� — � - - - _ - - --- — I p ® I 5LOPE -- RIDGE -_ LOW ROOF � w � � 1 FRAMING (3i 2x8 -- --- --- - (3) 2x8- (3) 2x8 3) 2x z - -- j Z E- =GIRDER TRUSS I � � �I ��� - 5W-3 � � � 5W-3 w'I I 1 TO BEAR ON O Lu E- �,- I 4 tx ( I ' I I 3) 2x ,. uD5 1 I M,tv,MUr , w I I � w 1 11.01 0_ �� 1 m I I � , i 3 7lus 9 i V, l � J F IGIRDER TRUSS 1 I { .O BEAR ON A� I I (5) 2x 5TUD5 ! +O ( 3'2x8 3� 2x8 ! MINIMUM { I _x _-�—�-- . 8 :- (3) x8 (3) 2x - , �i -I (3) 2x8 (3) 2x8 SW 1 = ( 2x8 (3) 2x8 iT T -f31 2x8 3 PRE-ENGINEERED WOO '- - -- -- - 3 m 11.01 PRE-ENGINEERED WOOD ROOF TRUSSES ®24"oc 1 ROOF TRUSSES @24"oc 11.01 PRE-ENGINEERED WOOD 1 ROOF TRUSSES ®241'oc 11.01 H 1 GH ROOF FRAMING PLAN- AREA A2 STH NORTH PRE-ENGINEERED WOOD ROOF TRUSSES @24"oc- 1 3) 2x N IK XI IX I i MIMI r I I / >N H 1 GH ROOF FRAMING PLAN- AREA Al PLAN NORTH 2 3 4 5 6 7 8 0 10 12 13 ?x8 cs PRE-ENGINEERED WOOD ROOF TRUSSES ®24"oc 14 15 _ MATGHLINE "B" Q X N �III m 16 17 GIRDER TRU55 18 119 120 121 LEGEND ....... INDICATES SPAN DIRECTION OF DECK. 18 PRE-ENGINEERED WOOD ROOF TRU55E5 @24"oc BEAR ON (3) 2x t_ PRE-ENGINEERED WOOD STUDS MINIMUM ROOF TRU55E5 ®24"oc 19 20 21 1 22 1 23 24 ROOF FRAMING PLAN NOTE5: I. REFER TO GENERAL NOTES ON SHEET 10.01 2. REFER TO 5HEARWALL SCHEDULE ON SHEET 10,01 3. ROOF DE516N LIVE LOAD= 20 p5f SEE 10,01 FOR ROOF T R055 OE516N CRITERIA. 4. REFER TO NAILiN6 50HEDUI-E ON SHEET 10.01 5. REFER TO SECTION 1/16.01 FOR TYPICAL HEADER DETAIL. 6. REFER TO SECTION 2/16.01 FOR TYPICAL SHEARWALL FLOOR TO FLOOR HOEDOWN. G•OI I 7OR TO COORDINATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL E L,OORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AN-," FLUX15ING DOEGUMENT5. 8. P051TION FLOOR J015T5 AND ROOF TRUSSES TO AVOID CONFLICT WITH PLUMBING WALL 5 AND CHASES, TYPICAL @ ALL LOCATIONS INDICATE ALL OPENIN65 ON TRU55 5HOP DRAWING5. 0 ALL EXF05ED WOOD FRAMING TO SHALL BE 1'REWMP, i10. ROOF SLOPE i5 5/12 UNLF-55 NOTED OTHERWISE. 11. THIRD STORY R001~ TRU55 BEARING ELEVATION =130'-I oIh" VNLE55 NOTED 0THERWI:5E. 22 1 23 1 24 Carmel Senior Living Z. SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 1■ Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Z G®� gaeE 71;:J �,�P,EL J, ESQ 9s F �PPE1tg7 s, ` a F `''Agars ate ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E C C Drawn B Checked By High Roof Framing B Plan Area - A 74NO? A Project Number: 2013.037 © Copyright 2013 11 2 1 3 1 4 5 1 6 1 7 1 8 9 10 1 11 1 12 1 13 1 14 15 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 LEGEND ROOF FRAMING PLAN NOTES: - ....... INDICATES SPAN DIRECTION OF DECK. I. REFER TO GENERAL NOTES ON SHEET 11.01. 2. CONTRACTOR TO COORDINATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTS"I AL AND PLUMBING DOEGUMENT5. Z i 5, P051TION FLOOR X15T5 AND ROOF TRUSSES TO R AVOID YONFLICT WITH PLUMBING WALL5 AND CHA5E5, TYPICAL 4- ALL 100ATION5 INDICATE ALL OPENINGS ON TRU55 SHOP DRAWING5, 4. ALL EXPOSED WOOD FRAMING TO SHALL BE PROVIDE 3" GONG. � { ���� — TREATED. SLAB REINF. W/ I WWF ATOP JQ'-� ur` 1 5< SEE 10.01 FOR ROOF TRUSS DESIGN CRITERIA. 6 W2.IxW2 b. ROQF SLOPE 15 5/12 UNLE55 NOTED OTHERWISE. 9/ PLYWOOD DECKING T - - " , "RD -TORY ROOF TRU55 BEARING ELEVATION /SLA$ EL.=133'-1 � ttt j w Hi. SEE GENERAL NOTE 12P - 11.02 UNLE55 NOTED OTHERWI5E. Q ON 5HEE7 10.01 FOR 7RU55GMU PILASTER REINF. DE51GN LOADS IN TH15 AREA_ sl 8. 6"x24 B . .1515'x24" FWITH #6 VERTICAL EACH CELL �' e_TF - 5 xp P� xl GMU PILA,�:_R REINF. J/'�' WITH #6 VERTICAL EACH CELL ,Y F-` TO BEAR ON! �i:� � I L -o . 6s MN _R IL MKI � C I, LU X LLJ RIDGE' !- �I' - --- -- a - -- - - m ° Ir [ z —3 nw,, z e^f i _- W.^^ h K Ili W ♦.� _ ---_ _— � VI `^ (.^ 11y I „ z { x ° — -� - - - - - H 1.01 m LL w X QL cyi ° 6 N w EnXI 1 X �� _- 10 11.02 HO BM p0 3 LU O w 11.01 w Q 4 - Ls LLIw w O LL z 2' L Lu m ° p - -_ - w N I I rt ° G QQ_� - z q ? �-1 - w w �w L x 71.02 0 �. cv 9 w Qm m -- J ix _J 2 Qp ROOF BELOW 'iK NORTH w ROOF BELOW oz A E ND T 5 ------ -- - m -- n F I - X ci - n 11.01 N � dJ x - - -I — m: O _0 x GIRDER TRU55 c`ri.:} x12 (5) 2x12 (5) 2x 11.02 — — J I LU w 3) 2x(2 _ p �Q�O - - - °- E Q m - I� / _J I �I m o o w I I x 1 w� 0V E� Lu 0 p p p RIDGE w _ N IY w Li - - 11.01 z _ - oz X x w IL P F C, n � cy p I ,� w o f w � � I � i I SN � m � fib,. i rx o p � I; a I �- � I ; a w 0 LU _ PR - N N � R "do LU E E EE ED �D � ROOF � USSE _- - T--=-- - - - -- p D z - z � - I w cv w I of z LU �i z _ ° w n LU N X w O�� % LULL m X LU - m j c iw p / DEC COXPLOD I r 1 A III I ��o I GAB ED END TRU T 3 C SW -3 SW -3 — x 5 5W-3 - 11.02 - - -- -- --_ - - - ao 4 4 Q! r - �n 13 X 11.02 x 11.02 ry 11.01 m m' H I H ROOF FRAM I NG PLAN- AREA B PLAN B _G „ H HIGH ROOF FRAMING PLAN- RE G I /PLAN A 7 '2 A G R 7 S2 Q 1n 11 17 1Z 1A 1r, 1a 17 14 1 In 7n 71 7n no 7A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture t Interior Design i Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Q CCD #1 10 December 2013 Drawn B Checked By High Roof Framing Plan Area - B 0 Project Number: 2013.037 © Copyright 2013 r LI d 40 BAR DIA. 3 CORNER OR 2'4" MIN. BARS Z Q p �n gi5 110 4 15 16 17 TYP. VERT. 5UPP. BAR WHERE REQ'D TYPICAL CORNER BARS SECT ION %4" = 1'-0" 75.01 2x CONT. (TREATED) W/ V2" O EXPANSION ANCHORS ®32"oc (3" EMBEDMENT)--,*-, WVVF � 18 19 110 5/8" APA RATED SHEA' STAIR 5TRIN&ER5 (2) 2x6 016"oc 0 SECT. 3/'75.01 PER PLAN 2x6 016"oc 0 SECT. 3A/75.01 2x6 CONT. (TREATED) 4-3X54 X611-9. W/ 1,�Q) x12 Lg. (INCL. 2 HK) ABs ®32 oc - SLAB PER PLAN W/ % "O x6' Lg. (0 CONTRACTOR'S OPTION ABs MAY BE EXP, BOLT. W/ REPLACED W/ ltt"(P EXP. ANCHORS 032"OG T/5LAB EL (2) V2" O THRU BOLTS W/ 4*4" EMBEDMIENT) PER PLAN x x xx x x WWF T/5LAB EL • • PER PLAN ;t x x x x x (2) #4 CONT. 12 Q, 11 1 12 1 13 1 14 1 15 FIN15H PER ARCH ,-- &RADE PER CIVIL 116 117 118 119 110 GRID PER PLAN I -COLUMN PER PLAN BASE It, ABs AND &ROUT I -8 DIAMOND PER SCHEDULE BLOCKOUT i SLAB PER PLAN T/SLAB EL ER --x x II II --x x x x x 't W `v ^'VI TYP. THICKENED #4 STIRRUPS VAPOR BARRIER ® 24"oc 4" FREE DRAINING v � � SOIL CAPABLE OF SAFELY ION m V SUSTAINING BEARING PRESSURE 2 &RANULAR MATERIAL IOB ON 7O 0i (2) 2x 916 "oc 0 SECT. 6 51N&LE 2x STUDS 0I6"oG a SECT. 6A (SEE ARCH DW65 FOR STUD DEPTH • • • li VAPOR BARRIER 01 2 501L CAPABLE OF SAFELY 0 5-#4 CONT. BOT. 54TAININ& BEARING, PRESSURE PER GENERAL NOTE 105 ON 70.01 21-0" 5ECTIONrro--6A 74n = 1'-0" '15.01 75.01 DIM PER PLAN 1'-2'•SEGT. 10 '-5'@5WT. IOA 6"x1890 5 F. ®IG,"oc VENEER PER ARCH I STEEL COLUMN PER 50HEDULE 4 PLAN 411 I 4 x 243 TIES ® a"oc 30# FELT JT i SIDEWALK SLAB T/G EL 100'-0" WWF I x x _X_X x- I r II II L 4 II II II II I II T/FT& EL = Q6'-6" �c w o 4- • IM- 4 REINF. PER PLAN 4 5CHED. 501L CAPABLE OF SAFELY TAINI RSSRE PER SALNN�IOBON OI SECTION 10 IOA 75.01 75.01 ANCHOR BOLTS PER SCHEDULE IG, -#6x4'-0 FTG, DWL5 0 SECTION 10 1345x4' -O FTG, DWL5 a SECTION IOA o-io ® SECTION 10 FU ® SECTION IDA 11 PER NOTE #4 x5 -0 Lg. e ®24"OG 2-6 L FOOTING 51ZE 4 REINF. PER SEC iEDULE N � _ d (2) #4 CONT. a d as BACK FILL NEW PLUMBING MID -DEPTH 4 a TRENCHES WITHIN A (I TO 2) X000 P51 (MI J ILEEAANWCONCRETE SECT I Off 4 \ e 4 SOIL CAPABLE OF SAFELY Q TYPICAL. SUSTAINING BEARING PRE55LRE I� (5) 4 54" = 1'-0" 75.01 PER GENERAL NOTE IOB ON 70.01TOP BECTIC I � 3 3A 'k411= I' j O -" 75.01 75.01 /--2x STUD WALL PER ARCH DW65 2x6 CONT. (TREATED) SHEATHING DIRECTLY W/ k2" O EXPANSION APPLIED TO STUDS ANCHORS ®32"oc ON BOTH SIDES W/ NAILS T/C EL. VARIES #4 ®16"oc E.W. (3" EMBEDMENT) @ SPACING PER SCHED. MID -DEPTH ON SHEET '10.01 4' FREE DRAINING:,;'/ I • • GRANULAR MATERIAL'?: %/ 2 2-#4 CONT. BOT 1'-O" 5EGT I Oil 7 %4" = I'-0" 75.01 8" CMU REIN. W/ (I)44 48'oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS &ROUT FULLY #4x6'-0"Lg. V&5 SOLID TO MATCH VERT. 8" BOND BEAM REINF W/ REIN. 5PAGIN6 (2) #4 CONT. (TYPICAL) SLAB PER PLAN WWF - 2-6 #4 -0 Lg. SLABB DWLS w ®12"oc 8" GONG. WALL ~ REINF. PER OPP. Q #4 ®12 "oc. E W. HAND ii #4 ®24"oG w TYP. 12" REIN. 8" SUMP PIT p DIM PER ARCH (VERIFY W/ WALLS 4 SLAB VV 4„ EQUIPMENT SUPPLIER) 8" 4" #4 ®12"oc E.W. 100 PER SECT. 18/75.01 O 501L CAPABLE OF SAFELY% #4 ®12"oc SUSTAINING BEARIN6 PRE55LRE ECTION II E.W. TO PER 6ENERAL NOTE IOB ON "10.01 WWF x x x x x x x- JI 4" FREE DRAINING / VAPOR BARRIER GRANULAR MATERIAL SECTION t3 8" CMU FULLY &ROUTED REINF. W/ (044 0 48"oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS 8"I BOND BEAM REINF W/ (2) #4 CONT. (TYPICAL) ne 11 1 LL I zo 1 " # OF 2x STUDS PER SHEARWALL ANCHOR SCHEDULE NAILED TOÐER W/ 8d NAILS ®12"oc , . _ 7 2x SILL. 1t--\ T/5LAB EL WJ^IF PER PLAN �- �I 51MPWN ANCHOR PER PLAN 4 SCHEDULE (INSTALL R MF6R. RECOMMENDATIONS R 4 REQUIREMENTS) ANCHOR PER SHEARWALL ANCHOR SCHEDULE TYP 5HEARWALL TIE DOWN CONN -MAIL P EC,TIO N 5 " = I'-0" 75.01 �W STOOP SLAB M x6'-0"'-• PER PLAN 012"OG J #4 STIRRUPS 4 ®12"oc L \ # 4" FREE DRAiNIN& GRANULAR MATERIAL #4 x5'-0"4. a • C. ®24"04, 2-6 m n (2) #4 CONT. MID -DEPTH K 501L CAPABLE OF SAFELY(5) #5 CONT. -#4x6'-0" . 0&5 SUSTAINING BEARING -6I' I TOP 4 BOTT. TO MATCH VERT. PER ORAL NOTE 105 ON 10,01 REINF. 5PAGIN6 I wv� SECT I O I a SLAB PER PLAN __( T/SLAB EL 75.01 J , T/5LA5 EL- PER PLAN 4N -x x x x #4 x5'-019. �r SLAB DWL5 ®12"oc 2-6 L2 11 WALL STUDS PER ARCH ® SECT 13A w 245 CONT. #4 012 "oc BACK-UP BARS WWF -� EA. #4 ®24"oc 2:w TYP. A 12" REIN. 6" SUMP PIT 4„ WALLS 4 SLAB W/ #4 ®12"oc EA. Q -4- 501L CAPABLE OF SAFELY #4 012"oG SU5TAININ& BEARING PRE55URE'\7 E.W. TT0 PER GENERAL NOTE 105 ON 70.01 5ECTION,,--�, 54H = 1'-0" 75.01 4" FREE DRAINING J 6RANULAR MATERIAL 2x CONT. (TREATED) W/ V2"41 EXPANSION ANCHORS ®32"oc (3" EMBEDMENT) ® SECT 15A nt 2 V 245 CONT. BOT. 4 Ilk SECT I O I 13 13A 75.01 A75.01 - BRICK PER 3,000 P51 MIN. I' -I" ARCH xb TIMBER POST VV COMPRESSIVE ✓ SIMPSON CB5066-5D52 5TREN6TH GROUT 7"x7" PILASTER REINF. BASE CONN. 1'-33/4" #4 ®12"oG E.W. p O NV (4) #3 VERT. 4 T/PILA5TER E .=IOD' -O" w „ &ALV. BAR &RATIN&: . p SLAB PER , , / 4 1"046" BEARIN6 BARS ®I %6"oc (4) #2 TIES GRADE PER W/ 1"046" CROSS BARS 04"oc #4 ®24"oc BRICK COL TO BEAR ATOP v PLAN CIVIL EL - #4 ®12"oc �� 4� TYP. 12" 3'-0"x3'PER PLAN -0"x2'-4" FTG, REIN. T 't x x E.W. T4B Dp I � #4 +�6"oc E.W. BOTTOM - n[ PV CONT. #5 VERT. W/ Q T/fiG EL. =1-0" BELOW MATGHIN& DWL TO - _ _ _ _ _ _ _ J��_ &RADE MIN. FOUNDATION � MEMORY GARDEN FENCE COLUMN 0 (3)-#4 CONT. 4 j�I 4" FREE DRAINING *4" #4 -ISO° HOOKED Q SEGTI DI � I�-I� &RANULAR MATERIAL �� 14 7° BARS 0 12 oc 501L CAPABLE OF SAFELY ONT. &ALV. 4 3x3x1/4 J �'4" - I'-0" 75.01 Ib TT7C EL.=aq'-0" WSTAININ67 BEARING PRESSURE VV/ fib" 0xb"L6. EXP. 75.01 (2) #4 CONT. PER GENERAL NOTE IOB ON "10.01 8 ANCHORS o 16"oc MID -DEPTH - 2.0 #4 x5'-019.#4 STIRRUPS FOOTING PER PLAN- -'®24 oc • " ® 24"oc BRICK COL TO BEAR ATOP 4 50HEDULE FTG, PER SCHEDULE (5) #5 CONT. #4 ®12 "oc xb TIMBER POST W/ SOIL CAPABLE OF SAFELY TOP 4 BOTT. 3 51MPSON 0155066-5V52 5U5TAINING BEARING PRESSURE SECTION 18 BASE CONN' EXTERIOR TIMBER COLUMN FOUNDATION PER GENERAL NOTE 105 ON 70.01 I -6 at� 94"I'-0"EXTERIOR TIMBER COLUMN FOUNDATIONSGT ION 5EGT I O I ` IG, �4" = 1'-0" 15.01 SECTION 75.01 �-_ 9/4" = 1'-0" A A I r R 7 R A 1n 11 19 14 15 1f 17 1R 19 2n 21 22 REVI5ED SLAB FROM P05T TEN51ONED TO CONVENTIONAL SLAB ON GRADE. 23 24 M© �19 �L �L MC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ✓w F 1 „y l V a ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Sections Project Number: 2013.037 © Copyright 2013 4' FREE DRAINING:,;'/ I • • GRANULAR MATERIAL'?: %/ 2 2-#4 CONT. BOT 1'-O" 5EGT I Oil 7 %4" = I'-0" 75.01 8" CMU REIN. W/ (I)44 48'oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS &ROUT FULLY #4x6'-0"Lg. V&5 SOLID TO MATCH VERT. 8" BOND BEAM REINF W/ REIN. 5PAGIN6 (2) #4 CONT. (TYPICAL) SLAB PER PLAN WWF - 2-6 #4 -0 Lg. SLABB DWLS w ®12"oc 8" GONG. WALL ~ REINF. PER OPP. Q #4 ®12 "oc. E W. HAND ii #4 ®24"oG w TYP. 12" REIN. 8" SUMP PIT p DIM PER ARCH (VERIFY W/ WALLS 4 SLAB VV 4„ EQUIPMENT SUPPLIER) 8" 4" #4 ®12"oc E.W. 100 PER SECT. 18/75.01 O 501L CAPABLE OF SAFELY% #4 ®12"oc SUSTAINING BEARIN6 PRE55LRE ECTION II E.W. TO PER 6ENERAL NOTE IOB ON "10.01 WWF x x x x x x x- JI 4" FREE DRAINING / VAPOR BARRIER GRANULAR MATERIAL SECTION t3 8" CMU FULLY &ROUTED REINF. W/ (044 0 48"oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS 8"I BOND BEAM REINF W/ (2) #4 CONT. (TYPICAL) ne 11 1 LL I zo 1 " # OF 2x STUDS PER SHEARWALL ANCHOR SCHEDULE NAILED TOÐER W/ 8d NAILS ®12"oc , . _ 7 2x SILL. 1t--\ T/5LAB EL WJ^IF PER PLAN �- �I 51MPWN ANCHOR PER PLAN 4 SCHEDULE (INSTALL R MF6R. RECOMMENDATIONS R 4 REQUIREMENTS) ANCHOR PER SHEARWALL ANCHOR SCHEDULE TYP 5HEARWALL TIE DOWN CONN -MAIL P EC,TIO N 5 " = I'-0" 75.01 �W STOOP SLAB M x6'-0"'-• PER PLAN 012"OG J #4 STIRRUPS 4 ®12"oc L \ # 4" FREE DRAiNIN& GRANULAR MATERIAL #4 x5'-0"4. a • C. ®24"04, 2-6 m n (2) #4 CONT. MID -DEPTH K 501L CAPABLE OF SAFELY(5) #5 CONT. -#4x6'-0" . 0&5 SUSTAINING BEARING -6I' I TOP 4 BOTT. TO MATCH VERT. PER ORAL NOTE 105 ON 10,01 REINF. 5PAGIN6 I wv� SECT I O I a SLAB PER PLAN __( T/SLAB EL 75.01 J , T/5LA5 EL- PER PLAN 4N -x x x x #4 x5'-019. �r SLAB DWL5 ®12"oc 2-6 L2 11 WALL STUDS PER ARCH ® SECT 13A w 245 CONT. #4 012 "oc BACK-UP BARS WWF -� EA. #4 ®24"oc 2:w TYP. A 12" REIN. 6" SUMP PIT 4„ WALLS 4 SLAB W/ #4 ®12"oc EA. Q -4- 501L CAPABLE OF SAFELY #4 012"oG SU5TAININ& BEARING PRE55URE'\7 E.W. TT0 PER GENERAL NOTE 105 ON 70.01 5ECTION,,--�, 54H = 1'-0" 75.01 4" FREE DRAINING J 6RANULAR MATERIAL 2x CONT. (TREATED) W/ V2"41 EXPANSION ANCHORS ®32"oc (3" EMBEDMENT) ® SECT 15A nt 2 V 245 CONT. BOT. 4 Ilk SECT I O I 13 13A 75.01 A75.01 - BRICK PER 3,000 P51 MIN. I' -I" ARCH xb TIMBER POST VV COMPRESSIVE ✓ SIMPSON CB5066-5D52 5TREN6TH GROUT 7"x7" PILASTER REINF. BASE CONN. 1'-33/4" #4 ®12"oG E.W. p O NV (4) #3 VERT. 4 T/PILA5TER E .=IOD' -O" w „ &ALV. BAR &RATIN&: . p SLAB PER , , / 4 1"046" BEARIN6 BARS ®I %6"oc (4) #2 TIES GRADE PER W/ 1"046" CROSS BARS 04"oc #4 ®24"oc BRICK COL TO BEAR ATOP v PLAN CIVIL EL - #4 ®12"oc �� 4� TYP. 12" 3'-0"x3'PER PLAN -0"x2'-4" FTG, REIN. T 't x x E.W. T4B Dp I � #4 +�6"oc E.W. BOTTOM - n[ PV CONT. #5 VERT. W/ Q T/fiG EL. =1-0" BELOW MATGHIN& DWL TO - _ _ _ _ _ _ _ J��_ &RADE MIN. FOUNDATION � MEMORY GARDEN FENCE COLUMN 0 (3)-#4 CONT. 4 j�I 4" FREE DRAINING *4" #4 -ISO° HOOKED Q SEGTI DI � I�-I� &RANULAR MATERIAL �� 14 7° BARS 0 12 oc 501L CAPABLE OF SAFELY ONT. &ALV. 4 3x3x1/4 J �'4" - I'-0" 75.01 Ib TT7C EL.=aq'-0" WSTAININ67 BEARING PRESSURE VV/ fib" 0xb"L6. EXP. 75.01 (2) #4 CONT. PER GENERAL NOTE IOB ON "10.01 8 ANCHORS o 16"oc MID -DEPTH - 2.0 #4 x5'-019.#4 STIRRUPS FOOTING PER PLAN- -'®24 oc • " ® 24"oc BRICK COL TO BEAR ATOP 4 50HEDULE FTG, PER SCHEDULE (5) #5 CONT. #4 ®12 "oc xb TIMBER POST W/ SOIL CAPABLE OF SAFELY TOP 4 BOTT. 3 51MPSON 0155066-5V52 5U5TAINING BEARING PRESSURE SECTION 18 BASE CONN' EXTERIOR TIMBER COLUMN FOUNDATION PER GENERAL NOTE 105 ON 70.01 I -6 at� 94"I'-0"EXTERIOR TIMBER COLUMN FOUNDATIONSGT ION 5EGT I O I ` IG, �4" = 1'-0" 15.01 SECTION 75.01 �-_ 9/4" = 1'-0" A A I r R 7 R A 1n 11 19 14 15 1f 17 1R 19 2n 21 22 REVI5ED SLAB FROM P05T TEN51ONED TO CONVENTIONAL SLAB ON GRADE. 23 24 M© �19 �L �L MC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ✓w F 1 „y l V a ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Sections Project Number: 2013.037 © Copyright 2013 REVI5ED SLAB FROM P05T TEN51ONED TO CONVENTIONAL SLAB ON GRADE. 23 24 M© �19 �L �L MC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ✓w F 1 „y l V a ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Sections Project Number: 2013.037 © Copyright 2013 1 1 2 3 1 4 5 1 6 7 8 9 10 1 11 12 13 1 14 15 16 17 18 19 20 21 22 23 24 5/8" APA RATED SHEATHING 8" CMU REINF W/ #4 @48"oc (2) 2x6 @16,0C,E.J. E.J. (2) 2x4 @I6"oc VERT IN GROUTED CELLS FINISH PER ARCH / #4 HOOKED DWL5 TO MATCH R R 2x6 CONT, (TREATED) sib" GYP. BD EA. SIDE 8" CMU REINF W/ #4 @48"oc VERT. REINF. 5PACING (OR (@ O RACTx1219. (INCL. 2" HK) ABs AY5@32So VERT IN GROUTED CELLS (2) 2x4 @I6"oc #4x3'-O"Lg. DRILL 8 EPDXIED � (� CONTRACTOR'S OPTION ABs MAY BE b" INTO GONG, @ GONTR'S REPLACED W/"m EXP. ANCHORS @32"oc 2x4 CONT. (TREATED) 8" BOND BEAM REINF W/ i ,3 W/ 43/ " EMBEDMENT) # v w 4 @ OPTION, 6 0� W/ 2 � EXPANSION ANCHORS @32"oc SHEATHING PER E,A. MID -DEPTH (3" EMBEDMENT) (2) 4 CONT. (TYPICAL) : T/SLAB EL WWF f # SHEARWALL SCHEDULE � , -V` BOND BEAM REINF W/ r 4 HOOKED DWLS TO MATCH (2) #4 CONT. (TYPICAL) PER PLAN x x x x x IIx . =n VERT. REINF. SPACING 2x4 NT (TREATED) x x x x x x x x Q CONT. ( E ED) W/ MF . /2" IPX5"L . EXP. ANCHORS VAPOR @32 oc 3 EMBEDMENT) MF BARRIER; -x x x x x x x x x- —x x x x x x VAPOR ` `--- 4" FREE DRAINING x x x x x x x x - —x x x x x x BARRIER ';RANULAR MATERIAL a 1*4 STIRRUPS 4" FREE DRAINING @ 24"oc } - GRANULAR MATERIAL 4 ' #4 x5-019. L • • • • � ii" i � � � T I O • • •4 3/" = I' -O" 15.0 'T @24 oc 2-6��' 2 4" FRE[: DRAINING J 0 a; P GRANULAR MATERIAL in v j 4" FREE DRAINING v (2) 44 CONS , -8" GRANULAR MATERIAL 4-#5 CONT, BOT. cn j 133/a" I MID -DEPTH -i 4-#5 CONT. BOT. i 2'-0'! --� 501L CAPABLE OF SAFELY G T I O 2 5U5TAINING BEARING PRE55URE (5) #5 CONT. 5EGT1 Oil PER GENERAL NOTE IDB ON 10.01 I' -b TOP SECTION 1 3/a" 5LIDIN6 DOOR PER ARGH�` SLIDING DOOR PER ARCHA � #4 @I6"oc 2x4 @16"oc 2x4 CONT. (TREATED) U _ W/'r2"� x519. EXPAN51ON ANCHORS @32"oc WWFMID-DEPTH (3" EMBEDMENT) � � I T/SLAB EL JI 0 4 94 @16"oc PER PLAN x = M �EV�IMID-DEPTH �I�- _ • 30# FELT JT T/SLAB EL 1 _ PLACE COOLER SLAB AFTER PER PLAN It x x x x J �' P05T-TEN510NING OF ADJACENT =I PLACE COOLER SLAB AFTER • . W 9 P05T-TENSIONING OF ADJACENT Irl #4 xb -0 L . SLAB 15 COMPLETE ,� 3®#ELS JT, @24"oc - „ � WWF SLAB 15 COMPLETE "--#4 xb'-O"Le. 4" FREE DRAINING �'4 _ • / / WWF @24"oc GRANULAR MATERIAL �-Q, `r x x -x-- X__1_x--x °� > - • #4 x5'-019. > �' - x x_ -x x x x L 4" FREE DRAINING �y4, @24"oc 2-0 i GRANULAR MATERIAL • � „ = •1 I #4 x5'-0`11 9. #4 5TIRRUPS 4" FREE DRAINING `r @24"Qc 2-0 24"oc (2) #4 CONT. INSULATION BY OTHERS,, MID -DEPTH GRANULAR MATERIAL — ; � A �K, INSULATION BY OTHERS �< ' 4" FREE DRAINING (2) #5 CONT. ! GRANULAR MATERIAL #4 STIRRUPS — � I�_O�� � s @ 24"oc (2) #4 CONT. #4 @ 12"oc EA. �I O, i \-�---�-(2) #5 CONT. MID -DEPTH 501L CAPABLE OF SAFELY WAY MID -DEPTH CECT) OI ` 'I #4 @ 12"oc EA. K 5USTAININ6 BEARING PRESSURE (3) #5 CONT. ✓✓ V WAY MID -DEPTH BE /' r I /"'� I 8 TOP 8 BOTT. ✓ `/ V PER GENERAL NOTE IDB ON 10.01 3/ " = I' -O" 75.0 501L CAPABLE OF SAFELY 1 4 5U5TAINING BEARING PRESSURE (3) #5 CONT. G O b PER GENERAL NOTE IDB ON 10.01 -b TOP $ BOTT. 5/4" = I'-0" 150 �I 8" GMU REINF. W/ (1)-#4 SECTI OI 5 46 8 (2)- #6 VERT. IN #4x6'-019. DWLS EA. OF TWO END CELLS TO MATCH VERT. GROUT FULLY 50LID REINF. 5PAGING 10 5/8" APA RATED SHEATHING o 2_6 #4 x5'-019. 8" BOND BEAM REINF W/ 5LAB DWL5 (2) #4 CONT. (TYPICAL) (2) 2x6 @16"oc z F @12"oc 2x6 CONT. (TREATED) T/5LAB EL. WWF W/ 4CONT. (TREATED) =n 2x4 @I6"oc 2x4 "sD x5"L EXPANSION ANCHORS @32"oc W/ /2"� x12'L9. (INCL. 2" HK) ABs @32"oc / FIN15H PER ARCH c'3r PER PLAN x x x x x x x (@ CONTRACTORS OPTION ABs MAY BE REPLACED A/ W/ i2"� EXP. ANCHORS @32"oc _ (3" EMBEDMENT) H W/ 43/4" EMBEDMENT) #4 x2'-6"Lg'�,;��{� 4" FREE DRAINING �I #CONC.- w 4 @ 12 A WAY M - oc E ID DEPTHN FACE OF (2) #4 CONT..� GRANULAR MATERIAL � w cx WWF u w INSULATION BY OTHERS GRADE w w T/5LAB EL - PER CIVIL o o j� x x x x x x PER PLAN w w (2) #4 CONT. z :::!1 �'` x x x x x x v @ MID -DEPTH `� z `r ? • • �4" w �/� i G lX _ w V X LU #4 STIRRUPS N v cn @ 24"oc w #4 STIRRUPS 501L CAPABLE OF SAFELY p @ I6"oc 5U5TAININ6 BEARING PRE55URE CD 2'-O" #4 @24 oc PER GENERAL NOTE IDB ON "10.01 2'-O" 3-#4 CONT. BOT. • TYP. L 4" FREE DRAINING 3/8"x2/2"x0'-2%2" GRANULAR MATERIAL PLATE WASHER (3) #1 CONT. 5 E G T I O� 12 F � @MID -DEPTH #4x2'-b"L . @12"oc DBL. NUT, b DRILL 4 EPDXY (b" EMBED) MI - CONT. -' MID -DEPTH 501L CAPABLE OF SAFELY �: #4 @12"oc 501L CAPABLE OF SAFELY',�� �� SUSTAINING BEARING PRESSURE E.W. TS B 5USTAINING BEARING PRE55URE�''� (3) #5 CONT. SECT I Oil 10 PER GENERAL NOTE IOB ON 10.01 PER GENERAL NOTE IDB ON 10.01 I' -b" TOP b BOTT. lie" = I' 5EGT1 q SECTION I1 E O 3/4 3/4" e E.J. %4" 5AWED JT. WHERE (2) 2x4 @Ib"oc NOTE: ANY OR ALL 5AWED SHOWN ON PLAN. DEPTH EQUALS JOINTS MAY BE FORMED PREFORMED KEYED CONST. D 8" CMU REINF W/ #4 @48"oc 1/3 OF SLAB THICKNESS WWF DI5CONT. AT VERT IN GROUTED CELLS PER SECTION 1 OF71 2 AT GUT WITHIN 12 HR5 OF CON5T. JOINT JOINT WITH TOOLED EDGE CONTRACTORS OPTION PLACING GONG. (FILL JT ONE 51DE (FILL JOINT W/ s/8" GYP. BD EA. SIDE 8" BOND BEAM REINF W/ EL. T/G W/ SEALANT PER SPECS) SEALANT PER SPECS) (2) #4 CONT. (TYPICAL) PER PLAN EL. T/G WWF PER PLAN WWF PER PLAN #4 HOOKED DWL5 TO MATCH 2x4 CONT. (TREATED) VERT. REINF. 5PAGING " " x x 't x x x x x X x x W/ i2"O EXPANSION ANCHORS @32"oc N (3" EMBEDMENT) v %WWF . w VAPOR BARRIER PER GEN. NOTES - VAPOR BARRIER C - - - DRAINAGE FILL 12" 12" 12" x x x x x x x x x- - _ p - PER GEN. NOTES � I � —x x x x x x LOW VOLUME GRANGE DRAINAGE FILL MATERIAL PER � � LOW VOLUME CHANGE GEOTECHNICAL REPORT MATERIAL PER �;j 2 • • • • GEOTECHNICAL REPORT REVISED SLAB FROM / TYPICAL SAW JOINTIlk TYP. CONST JT (GJ) POST TENSIONED TO NOTED "5J" ON PLAN B i 4" FREE DRAINING v GRANULAR MATERIAL m v Q Qi CONVENTIONAL SLAB SECT I Oil 5EGTION 15 ON GRADE. 4-#5 CONT. BOT. 2�_8�� 14 3/a" = 1'-0" 15.0 5EGT10�1 I3 3/a" A 1 2 1 3 1 4 5 1 6 1 7 8 9 10 119 11A 117 1Q I 0A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Ki Kansas City, MO 64105 " 'N" 4 111 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �.:d 4- / , iia.g r i F 4 4� S n - t a At4{�rr`� ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Sections 75002 Project Number: 2013.037 Q Copyright 2013 4 n am 0illillill AIIIIIIIIIIIIIII 71= MI MEN INEENNEEN 221111111111111111 n ' o ti 1 7 1 8 9 1 14 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 SIMPSON HOLDOWN 2x6 6 16"o.c. PER 5HEARYVALL SIMP50N HOLDOWN SCHEDULE PER 5HEARWALL 2x6 CONT. 2x6 CRIPPLE SC44MULE STUD 50LID BLOGKIN6 2x BLOCKING THRU-EIOLT PER--,, 2x6 0 lb"o.c. 0 ANCHOR TO MATCH --3 STUD FOOT 5HEARYOU SCHEDULE IN15H PER I" GYPSUM GONG. TOPPING 2xb CONT ARCH. �4 T46 SHEATHING SILL f FLOOR JST IN 6YP5UM GONG. TOPPING # of 2x STUDS PER PLAN FIN FER 44" PLY all , M'-7wiwillgi� 1011, I" GYP 1 6ON6. TOPPING WEB FILLER 48 oc 4 - 16YPOUM GONG. TOPPING " #5 VERT. IN EA. OF EA. FAGS - ; 444'i T46 5eeAT4N6 32'0 c. PER SHEARWALL 94" T46 SHEATHING EE. PER FIN FLR WI33 FILLER Ate' i SCHEDULE SILL EL. PER EA. FACE �4" PLYWOOD ARCH. FLR JST PER 2x6 STUD PLAN SIMPSON HOLDOWN DBL TOP 1ESIMPSON HOLDOWN \—HEADER PER SHEARWALL PER 5HEARWALL 50LID 5LO0QN6 a 8'-0"o.c. (MAX) , PER PLAN THRID -BOLT PER SHEARWALL 5GHEDULE SCHEDULE SCHEDULE # OF 2x STUD5 Il4" TIM5ER5TRAND L5L RIM BOARD NOTE: INSTALL ALL HOEDOWNS NOTE: INSTALL ALL HOEDOWNS SCHEDULE fib" APA RATED PROVIDE FL 5 R, D KING STUD I �RN&ISSTTUDD PER MANUFACTURERS REQUIREMENTS PER SHEARWALL FLR JST PER PLA SHF-+ATH[N6 3RD FLOOR, DOUBLE KING AND ATION5, PER MANUFACTURERS REQUIREMENTS 04 TIMBERSTRAND L5L STUD 0 2nd 4 lot FLOOR I ® EA ODER, AND RECOMMENDATIONS. RIM BOARD 0 EA END. TYP. TO FLOOR LOAD-BR6 SHEARWALL HOLD-DOWN �I 101 TYP FLOOR TO FLOOR NON -LOAD -BRC 51-EARWALL HOLD-DOWN�SEGTION 3: TION : 5 GT 1 O I 4 (2) 2x6 @ 16'o4 (15t TO 2nd FLR) PROVIDE DBL STUDS 2x6 0 Ib"ac. (2nd FLOOR TO 3rd FLR) 2x6 0 I6'oc. TYP, HEADER DETAIL 0 (3) 2x12 PSI., 4 ILIA, SECT I ON 2 HEADERS U.N.O. PER PLAN 7 1'' 0SECTIO 3 3ASEGTIO'1144" = I CONT. 2x6 (2) CONT. 2x CUT TO I GYPSUM COW-.. TOPPING GUARDRAIL 2xb 16"o.4. 2xb GOVT. I" GYPSUM CONC. TOPPING GUARDRAIL OVEiZHAN6 EDGE OF 2x6 ®16"00 I" GYPSUM CONC. TOPP[N6 441 T46 SHEATHING PER ARCH I" 6YPSUM CONC. TOPPING WEB FILLER EA FAGS SM FLANGE 14" EA, Simi~ ! �4" T46 SHEATHING PER ARCH t �"m BOLT5 ® 4'4 T46 SHEATH[N6 FIN FLR 32"o.c.X EL. PER FIN FLR" T46 SHEATHING ` COMPOSITE DECKING FIN FLR ARCH FJ_. PER FIN FLR EL. PER ARCH EL. PER BEAM PER ARCH. ARCH. � PLAN FLR J015T BEAM PER W FLR JOIST PER DEAN JOIST HANGER PLAN PER PLAN BEAM PER -- -- TYPICAL PLAN JOIST PER PLAN CONT. BLOCKING FLR JOT PER PLAN TJI PER SEGTI OI PLAN 14" TIMBERSTRAND 2x8 LEDGER YV TS SECTION " JOIST HANGER " BLOCKING"VV W� FILLER TYP. 44" = I'-0" 16.01 RIM BOARD ` 0 12'o.c. (STA66ERED) TYPICAL 16 0 BOLTS ®32 oc�j ' = I'-0' 16AI i SECTI O 1 �L 6 (?) 2x6 ®I6"O.c. (1st TO 2nd FI..R) 2x6 0 16"o c. (2nd FLOOR TO 3rd FLR) V APA RATED �4",V SHEATHING SECTION a 9/4 = 1'-0" 16.01 2xb ®Ib"oc AL— - PLI-DECK NT. 2xb 1" GYPSUM GONG. TOPPING 8" CMU REINF. W/ n u 21 1 22 1 23 1 24 PER ARCH. 2xb CONT. 2x6 o 16"oc. R 1011, I" GYP 1 6ON6. TOPPING WEB FILLER 48 oc 4 - 16YPOUM GONG. TOPPING " #5 VERT. IN EA. OF EA. FAGS FIN FFR 444'i T46 5eeAT4N6 32'0 c. FIN FLR THREE END CELLS GROUT "�4' T46 SHEATHING EL. PER EL. L ARCH. " APA RATED Q THING 2x J015T PM PLAN J5T HANG - ` TJI PER PLAN EL. PER X" LVL` TION 5016.0B I: CONT. RIMBOARD SINGLE 2x STiJI25mS 016000 ?`ION 56.1. ` ARCH DW65 FOR P (2) 2xb 6 Ifs"204. (lot TO 2nd Fi f J STUD DEPTH 2xb 0 I6"o.0. (2nd FLOOR TO 5rd FUZ) 5 1: JST PER PLAN .2nd FL 2x8 a I680.c. (1st TO 2 R? .FOIST PER SGTI ON(2) 5 5A 35 2xb o 16'o.c. (2nd FLOOR TO 3rd FLR) Via" � I°-0" 76,C?I 16AI 16.01 IN &YPSUM GONG. TOPPING BEAM 4" T46 5HEATHIN6 I PLAN FIN FLR EL. PER ARCH. I : FLR JST PER PLAN JOIST HAN6ER \--WEB FILLER TYPICAL TYP. SECTION IO 44" = !'-O`-'16.01 6x6 TIMBER PER PLAN W/ 16"o BOLTS 0 " T46 SHEATH " GDX 44" 48 oc 4 - 16YPOUM GONG. TOPPING " #5 VERT. IN EA. OF 8 GMU REINF. ry lb"oz. N-#4 0 Woe, 4 (2)- 2x4 ®I6 o.c.-NI FIN FFR SIMPSON BASE CONN. TO 32'0 c. T46 SHEATHING PLYWOOD FIN FLR THREE END CELLS GROUT "�4' T46 SHEATHING #5 VERT. IN EA. OF IN GYPSUM GONG. TOPPING EL. L BEAM BELOW EL. PER FULLY 50LID FIN FLR THREE END CELLS &ROUT 14" BEAM PER TOPPING ARCH. %: EL. PER FULLY SOLID T46 SHEATHING COMPOSITE TJI BLOCKING '. `: BETINEEN EA. J5T (2) S" CMU BOND BM ARCH. �A ., REINF. W/ (2) 05 CONTJ'--(2) FIN FLR : 8 CMU BOND BM EL. PER 6 DECKING 2x8 DONT. IN GYPSUM a REINF. YV/ (2) #5 CONT ARCH. •: TJI PER RIMBOARD GONG. TOPPING J015T PER—/CONT. I/4"x1176" LVL YV PLAN '• HAS -RODS 17-1-- 7 I14"x18" LVL RIMBOARD At PLAN X24"oc (3 °HILTI EMBED) 4 HILT[(2) WO HILTI HAS -RODS WEB FILLER TJI PER HY 150 MAX ADHESIVE SOLID BLOCKING 024'oc (31�" EMBED) 4 HILTI TYPICAL IMPSON AGE& (2) 2x6 CONT PLAN I—, &-o"o.c. (MAX) HY 150 MAX ADHESIVE P05T GAP 2x6 ®Ib"oc SECT ION,. BEAM PER bxb REALP05T '16.01 5E G T I O 1 14 i PLAN%111'-0" PER PLAN SECTION,.--�, = ibAl �4" = I'-0" 16.01 SEGTIOI\l II 44" = I'-0"16.01 00 APA RATED SHEATHING FINISH PER (y u EJ. 2x6 ® I b "o.c. ARCH. 6" CMU WALL #4 VERT. ®48"oc IN 2x4 ®Ib"oc E.J. FINISH PER 2xb 0 lb"o.c. CONT. &ROUTED CELLS 2x4 8 Ib'o.c. 2x4 0 I6"o.c. PLI-DECK PER ARCH. ARCH. 6d NAILS ®b" IN GYPSUM CONC. TOPPIN6 2x4 CONT. CONT. 2x4 NT. (2) 2x4 W/ !� Oxl2 Lg. INSULATION 4 " T46 5HEATHIN& SOLID BLOCKING 1" 6YP5UM GONG. TOPPIN6 ANCHOR BOLTS ®32"oc FIN FLR 3b" COX SHEATHING PLI-DECK PER ARCH. DECKING PER a 8'-0"o.c. (MAX) SOLID BLOCKIN6 FI PER WEB FILLER "GDX SHEATHING ARCH FIN FLR ' -1 L — 44" T46 5HEATHIN6 ®8'-0"o c. (MAX) EA. FAGS EL. PER ARCH. FIN FLR ARCH ;,: �. FIN FLR EE. PER F.L. PER ARCH. = SOLID BLOCKING Ate• Ar - 0 8'-0"o c. (MAX) 104M FI s 1%4" TIMBER5TRAND L5L YV _ FLR JST PER EA. FACE .. 1 (3) W(l) LA& -BOLTS 0 JST PERS PLAN 1!4'x18" LSL RIMBOARD EA. STUD (316" EMBED) PLAN 1145(18" LVL RIMBOARD YV/ (2) 2x4 CONT.JST PER PLAN -/ (2) �'0 HILT! HA.S-RODS FLR JST PER SOLID BLOCKING ®8'-0"o.c. (MAXj (2) 2x4 ®16 ®48"oc (3�" EMBED) 4 HILTI "oc 8"LVL " IV4"x1RIMBOARD W/ �� 1�4 TIMBI=RSTRAND LSL W/ HY 150 MAX ADHESIVE s/8" GYP. BD. EA. 51DE IV¢ TIMBERSTRAND L5L (2) HILTI HAS -RODS (2) 2xb o I6 o.c. (1st TO 2nd FLR) (2)"m LA6-BOLTS ®EA STUD RIM BOARD ®48"oc (31' EMBED) 4 HILTI 2xb 0 I6"o.c. (2nd FLOOR TO 3rd FLR)(3 EMBED) fib" APA RATED (2) 8" CMU BOND BM (2) 2x4 CONT. HY 150 MAX ADHESIVE SHEATHING REAP. W, (2) 05 CONT 5ECT ION 2xb 0 5r;0T1.0N (2J 2x4 ®I6"a.c. REINF.'W/(?a GOCMU BOND N7 IS I6 SEOTIO1\l [, ��" = I'-0" ,6.01 SECTION ri, 94" = I'-0" ibAl 5/4' (2) DONT. 2x CUT TO OVERHANG EDGE OF 2x6 ®I6• 0 BM FLANGE 14" EA. SIDE 2xb olb'oc I" 6YP5UM GONG. TOPPING 2xb ®Ib'oc W/ GDUNTER5LW CONT. 2x6 CONT. 2x " "0 BOLTS ®16"oc " (STAGGERED) IN GYPSUM GONG. TOPPING 8d NAILS ®6"oc I GYPSUM GONG. TOPPfNG 44' T46 5HEATHIN& �' T46 SHEATHING DONT. 2x6 -JOIST PER PLAN SOLID BL.00KIN& ®S'-0"OG \---iV4' LSL RIM BOARD TJI PER PLAN JOIST HAN6E 8" GMU REINF. W/ (044 ® 46"oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS &ROUT FULLY SOLID (2) 8" CMU BOND BM REINF. W1(2) 05 CONT R IIIIIIIIIIIIIIIP IK =ff 16"o BOLTS 0 &4 T46 SHEATHING ROOF 5HEATHIN6 SIMPSON STRONG -TIE FIN FFR CONT. 2x 32'0 c. FIN FLR PER ARCH FIN FLR FIPERARCH. EL. L 1' GYPSUM COW. EL. PER BEAM PER TOPPING ARCH. ARCH. PLAN 14" T46 SHEATHING 5/4' T46 SHEATHINGL,4 JST PER PLAN .FOIST PER PLAN FLR JST PER PLAN A JOIST HANGER 2x6 a I6"oc q„ Ply FLR JST PER PLAN 50LID BLOCKING H. / BEAM PER PLAN ®8'-0"oc Icl WEB STIP BLOGKIN6 YV m5 FILLER TYP. EA. SIDE 11'4'x1116' LSL FLR JST PER PLAN TYP. jV2" O BOLTS 032'00 BEAM PER PLAN JOIST HANGER SOLID BLOCKING (2) 2xb ® I6"o.c. (1st TO 2nd FLR) F SEGTION A8-O�� 0C 2x6 0 I6"o.c. (2nd FLOOR TO 3rd FLR) SECTION (2) 2x6 CONT. 5TRON&-TIE 21 !44N= I'-0' yb I FLR JST 9/11 ®32"oc, 5TA66ER SECTIO n PER PLAN AL16N W/ TJIs BELOW - - 2xb UNDER JOIST PER PLAN BLOGKIN6 EA.YES FACE MOUNT JOIST HAN6ER, TYPICAL FILLER TYP. FAGS OF WALL 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 1 13 1 14 -JOIST PER PLAN SOLID BL.00KIN& ®S'-0"OG \---iV4' LSL RIM BOARD TJI PER PLAN JOIST HAN6E 8" GMU REINF. W/ (044 ® 46"oc 4 (2)- #5 VERT. IN EA. OF THREE END CELLS &ROUT FULLY SOLID (2) 8" CMU BOND BM REINF. W1(2) 05 CONT R IIIIIIIIIIIIIIIP IK =ff 11 1 1R 1 17 1 1R 1 10 1 )n I )I I ')') I ),) I ')n M _[A JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell 8: Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical 1 Electrical 1 Plumbing Engineer Pearson Kent Mc Kinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f q r® ®`°®` 9 'a PE n, 978 OF t ' a de '�iuNA�. X�C ®�gag9d [:•ger:_99�� ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Drawn B Checked By Floor Framing Sections Project Number: 2013.037 Q Copyright 2013 2x6 016110c 2x8 CONT. YV SIMPSON STRONG -TIE CONT. 2x TBI460S ® Ib"oa STA66ERED G X 2xb 016'oc Sd NAILS ob"oc 1' GYPSUM COW. BEAM PER TOPPING 1' GYPSUM GONG. TOPPING PLAN 14" T46 SHEATHING 5/4' T46 SHEATHINGL,4 I FIN FLR 2x6 a I6"oc q„ Ply fib" 05B ARCH. SHEATHING F sIMPWN Q 5TRON&-TIE FLR JST ®32"oc, 5TA66ER n PER PLAN AL16N W/ TJIs BELOW - - 2xb UNDER JOIST PER PLAN BLOGKIN6 EA.YES FACE MOUNT JOIST HAN6ER, TYPICAL FILLER TYP. FAGS OF WALL 5L L5L CONT. YV ABOVE 2x12 CONT. YV/ (2) 14"0 ALL -THREADS 032"Oc (2) 44"'0 ALL -THREADS SHOP WELD TO H55 E ®32"oc (SHOP WELD TO 1455) 5ECTION "LgII"x4"x4 01 BARR SHIMS 20"4x4. STOCK ®241oc %'" = 1'-0" 16.01 11 1 1R 1 17 1 1R 1 10 1 )n I )I I ')') I ),) I ')n M _[A JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell 8: Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical 1 Electrical 1 Plumbing Engineer Pearson Kent Mc Kinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f q r® ®`°®` 9 'a PE n, 978 OF t ' a de '�iuNA�. X�C ®�gag9d [:•ger:_99�� ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Drawn B Checked By Floor Framing Sections Project Number: 2013.037 Q Copyright 2013 1 21 3 4 5 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 17 18 1 19 1 20 1 21 1 22 123 DONT. 2x6 2x4 0I6"o L. 2x4 ®I6"o.c. BM PER " GOVT. 2x6 CONT. 2x GUT TO DONT. 2x GUT TO 2xb a I6"o.c. 2x6 0 16"o.c. 1/4 OVERHANG EDGE OF 2X6 01600C. CONT. 2x4 611 " BM FLANGE i4" EA. SIDE I" GYPSUM GONG. TOPPING OVERHANG EDGE DOEI-Mw-cr- DONT. 2x6 DONT. (2) 2x4 WJ 1V"x12"1-g. PLAN11 BEAM PER I GYPSUM CONG. TOPPING SOLID BLOCKING 13M FLANGE 14N EA. R I" GYPSUM GONG. TOPPING ANCHOR DOLTS ®32"o1- ROOF SHEPER ATHING !�'� BOLTS PLAN " 1-46 SHEATHING �" T46 SHEATHING Fa 8'-0"o.c. (MAX) In GYPSUM COW,. TOPPINBLOCKING it �i"x5"x8" FIN FLR FIN FLR � :� " T46 SHEATHING 0 8'-O"O .(M� YV/ (2) 1i"0x4"1-g. 32"O.c. EL. PER EL. PER " T'46 SHEATHING81-0 Dc. (MAX) FIN FLREL. PER HEADED STUDS ARCH. ARCH.FIN FLR ARCH. .. ® 5" &AGE7 EL. PER ARCH. TJI PER - - in 2x J015T PER PLAN PLAN it . DONT. BLOCKINGT4FLR J5T PER PLAN V2"m BOLTS CELLS J5T HANGER 2x JOIST PER PLAN Q 6R�OU1'cp BENEATH TOP FLANGE YOB FILLER VTJI32"o c. 8" CMU WALL FOUNDATION JOIST HANGER PER PLAN BLOCKING YV1 YYI'•0F' 1=LANCE I44' TIMBERSTRAND LSL 1!4"x18" LVL RIMBOARD W1 VERT. ®48 oc IN TYPICAL LV0 BOLTS ®32"oa I�4 LVL J5T HAN6€R RIM BOARD (2) !"(P HILTI HAS -RODS GROUTED GELL5 �I CONT. RIMBOARD TJ1 PER PLAN (2) 2x4 CONT. ®48"oc (316" EM5W) 4 HILTI BECTI O I �L 3 2x6 0 Ib"o.c. BEAM PER PLAN "� BOLTS BLOCKING®�2 VV "oc (2) 2x4 ®I6"o.c. HY 150 MAX ADHESIVE 44" = 1'-0" ,6A 2x6 ® 16"oc. (2nd FLOOR TO 3rd FLW C'm BOND 5M REINF all 'NV (2) 45 CONT SEG I I ® 2 I (:E P SGTI O\'::!� il 1 ��" � ,��„ ,b.p SECTION 4 T' O 2x6 0 Wicz, 74 0 I6"o.L. g CONT. 2x6 1Y" � � GOVT. 2x6 FINISH PER HANDRAIL I" 6YP�.�IJM CONC. TOPPING 4 MBER5TRAND BY OTHERS In GYPSUM CONC. TOPPING GUARDRAIL RIM BOARD I" GYPSUM CON-,. I IN& ARCH. 94" T46 SHEATHING PER ARCH N �6" U -SHAPED e FIN FLR 44' T46 SHEATHING Y'IEB FILLER STRINGER �¢" T46 SHEATHING FIN FLR SADDLED I ; YV0O17 EI.. PER EA FADE WFIDED TO I HEADER fAN WES FILLER ARCH FIN FLR EA APA RATED PER PLAN s FIN FLR EL. PER EA. SIDE TYPICAL SHEATHING EL. PER ARCH. COLUMN I �. GONG. 6YP51JM ARCH. TOPPING� � PROVIDE SIMPSON ARCH. II L30 ANGLE ®24"oL �4" 1-46 ! ® STRINGER BEAM PER BEAM PER COLUMN JOIST HANGER 5FEATHIN6 J5T PER PLAN PLAN PLAN PER PLAN I I N .. TYPICAL M TJI PER " SIMPSON NVERTED SIMPSON LVIJ (?� 2x4 DONT PLAN FLR J5T PER PLAN IV4" TIMBERSTRAND L5L FAGS MOUNT BC46 POST M6USSO-SDS (H=q/4") ! "� THRU-1301-1-5 HEADER PER PLAN RIM BOARD 2xb c16 oc \--JOIST HANGER GAP CONN. HIGH CAPACITY GIRDER ` 2x4 ®I6 "oc (2) 2xb GOVT. HANGER P05T]�- TYPICAL WOOD HEADER 2x6 ®I b"o c. PER PLAN CONNECTION TO STEEL COLUMN SGT (O�l 8 SECTION ,6 ' SECTI -0" ,6.0 "i= I'"94-0,�®.06L SECT ION SION• �4"= I-0:1 CT 4 -0 .0 14" -- r-On,6.0 5!4"x514" PSL COLUMNx6 2Ib"o.1-. W/ SIMPSON BGb BASE CONN. In GYPSUM CONG. TOPPING %bux13"x6" le DIM PER PLAN I" GYPSUM CONG. TOPPING J5T HANGER %a T46 BATHING K I" GYPSUM GONG. TOPPING —� � �4"x5"x8" GAP � FIN FLR EA. SIDE i/4 END f[ TYP. �' T46 SHEATHING EL. PER 2x4 ®16"o c. �S" APA RATED 3/4° T46 SHEATHING BEAM PER — — — — FIN FLR AR�,I.{, SHEATHING7 — — — I'LAN FIN FLR — — — — — — — — — EL. PER o EL. PER INI V4" I ARCH. 1V4" TIMBER5TRAND L5L \ lo 50LID BLOCKING 51MP50N ARCH. I l RIM BOARD STRONG -TIE NOTCHED 2x12 5OLIV BLOCKING FLR J5T PER PLAN iv A35 ANGLE 10 8'-0"o c. (MAX) _ _ --- —------- ---- FINISH PER EA. STUD 2x8 CONT. RIM BOARD VV ARCH. I" GYPSUM GONG. TOPPING o FES PER III (2) �5" O LA6-BOL 30 EA STD) % T46 SHEATHING " �� TJI PER PLAN 14 PLAN v I I LUMN PER FIN FLR STRINGER INVERTED SIMP50N TJI PER PLAN �" ®SECTION 13: @SECTION 13A: EL. PER PER PLAN HU416 HAS PLAN 4 SCh• (2) 2x6 ® I6"o.c. (Ist TO 2nd FL 2x6 0 I6"o.L. Ate• SGT) O� 2x6 +� I6"o.c. (2nd FLOOR TO 3rd FLR) H 5!4"x5l�4" PSL COLUMN 12 YV/ SIMPSON BCb GAP CONN. �4" : I'-0" "I6.0 SECTION 13 13A FLR J5T PER PLAN SECTION I I �4" = I' -O" ,6.0 ,6.0 2x8 CONT. RIM BOARD YV/ JST HANGER 1'-0" ,b.0 (2) fib" 0 LA6-BOLTS 0 EA STUD (316' EMB®) @SECTION 14: SECTION 14A, (2) 2x6 ® Ib"o.c. (let TO 2nd FL 2x6 a 16"oa. 2x6 @ I6"o.c. (2nd FLOOR TO 3rd FLR) G 5ECTION14 14A F E M a Al , 1 2 3 4 5 6 17 8 41 10 11 12 14" = 1'-0",bA 76.0 za Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f � Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H G �Z90h15?hd P9ti as <� ST o F PE,04 S� a Fa ,a ISSUED FOR: Permit Set 28 June 2013 E 100% Construction Documents 11 July 2013 D C Drawn BY Checked BY Floor Framing B Sections ■ A 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number. 2013.037 Copyright 2013 A ., n A 4 1 5 1 b I 7 1 8 1 9 1 1U 11 12 13 1 14 15 16 17 18 1 19 2U ILL �� LOADS PER GEN. NOTE 12.Q. ON 10.01 _4 250 plf SHEAR TRANSFER FROM V" GDX W/ ROOF CLI TRUSS OR TJI PS Sd NAILS PER PLAN TYP ' ROOF DECK TO SHEARWALL. ROOF TRU55 IOd NAILS � 6"o.c' BLOCKING . PER PLAN ROOF DECK PER PLAN ROOF TRU55 @ 24"o.G. -- 2x4 @ 6"o.c, f- ROOF SHEATHING PER PLAN ROOF TRUSS PER PLAN ' ' � 2x6 CONT, t � � . BLOCKING _--�-:�..-.2xb c� 2�+'o,G,� (2) IOd NAILS 8d NAILS @ b"o.G. EA. END PRE-ENGINEERED i` :, BETWEEN 2'-O" TRU55E5 CONT. 2x8 5MP5ON 5TRONG TIE WOOD ROOF TRU55 BLOCKING TRUSSES @ 24"oc BRGG. PER p A35 CLIPS 24"oG PER q/11.01 TRU55 MANUF. DIM PER ARCH. - - 6AE3LE �NI?- X @48'oc 51MP50N H2.5A (2) 2xb CONT, i r - 51MP50N 5TG" 7RU55 CLIP d < HURRICANE TIE \ 24 o.c. OR EQUAL @48"oG @ SECTION 4/11.01 TRJ55 j - - (2) 2x8 CONT. (PROVIDE CLIP @ EACH TRU55 2xb @ Ib"o.c. -@ SECTION 4A/"1'1.01 OR TJI FOR NON -BRC. WALL STUD PARTITION 51MP50N -i2.5A @ SECTION 4/11.01 SIMPSON STRONG -TIE HURRICANE TIE 50FFIT _ PERPENDICULAR TO FRAMING WALL LTP4 @ 24"oG OR EQUAL @48"oc FRAMING @ SECTION 4A/11.01 SHEATHING PER SHEAR WALL SCHEDULE _ - 2) 2x CONT. DIM PER ARCH C T I ON ( 2xb I6"o.c. G I� TYPICAL NON -LOAD BEARING WALL DETAIL 4 4A - _1 \2 `�--r2x 5, I6"OG C, �I 3/4" = I' -O" 71.01 77.01 X -BRACING PER 2x4 WALL BRAG -INC a BRACING PER r n ✓ E C T I O I �1 TRU55 MANUF. @ 4 O"ox . TYP. RI U ~5 MANUF. �P!�Ar�. �Ht`,4FZWALL CONNECTION ®ROOF TRUSSES 4 3 i S E CO T 1 O 3/ i` -O" 11.01 8d NAILS 5/4 = -O" ? 1 OI ROOF TRU55 @ 24 o,c. TRU55 INFILL ELEMENT � ROOF TRUSS ROOF SHEATHING CONT. TRU55 INFILL SHALL �� �' @ 24"o.c. PER PLAN � BE SUPPLIED BETWEEN BLOCKING 2x8 CONT TRUSSES BY TRU55 SUPPLIER Sd NAILS `r ROOF SHEATHING - - -- - _ � 6"o.G. AND DETAILED WITH TRU55E5 �- PER PLAN i � 8d NAILS @ b"o.c. _ ROOF 5HEATHIN6 BEVEL TOP 2x TO I ` 2x6 @24"oc E ROOF SHEATHING J PER PLAN MATCH ROOF SLOPQ �`` Sd NAIL5 I `ti '0d 0 EDGE NAIL 5PACI NG % 2x BLOCKING �, PER PLAN - _ . I @ 6"o.c. - - - -- CONT. (( f ROOF SHEATHING ROOF 2 o5G ROOF TRU55 ROOF TRUSS 51 MPSON H27 1.5A i 1 � NAIL IN FILL ELEMENT TO � , HURRICANE TIE / ! PER PLAN OVERBUILD OVERBUILD OR EQUAL @48 oc TRUSSES DECKING AND 2x BELOW-- @24"oc @24"oc f 2x6 Ib"o.c. TO TRANSFER 250 POUNDS PER A-- - 12 i -- CONT. 2x� ' BEAM PER 2x CONT. FOOT HORIZ. SHEAR LOAD FROM I BETWEEN TRUSSES ROOF DECK TO WALL TOP f'L OR BLOCKFNG 5 5/8" APA RATED i 2x8 CONT. PLAN \ l) TYP, Sd NAILS SHEATHING R i BELOW MEMBER BEARING 51MR50N H2.5A_ b"o.c. �� i ROOF TRU55 HURRICANE TI SECT I Oil 24"o.c. 8 OR EQUAL @ EA. TRU55 2x CONT. 2x CONT. BETWEEN TRUSSES ROOF SHEATHING -/BETWEEN TRU55E5 -80 NAILS GABLE END 3/4" = I' -O' 11.01 1 PER PLAN - - @ b"o.c. TRU55 B5 AM PER PLAN W/ (2) 2x i \` (2E 2x BLOCK 51MP50N H2.5A TOP R W/ /8 (P THRU-BOLTS @24"oc 1 \ (STAGGERED) a i HURRICANE TIE ROOF SHEATHING i d 8 NAIL 5 OR EQUAL @48"oc ROOF 5HEATHIN6" PER PLAN - j PER PLAN ! -_ -- - - _ 6"o,c. ���./T I OI �4 q �� / A?EA. IE D OF EA. 2x6 lb"OL. 2x4 @ I6"o.c. 3 SOFFIT 2x BLOCKING /a - I -0 11.01 ROOF TRUSSES FRAMING 000 OVERFRAME TRU55 W/ % ,3; #8 x 3 LONG WOOD @24"oc ;� % SCREWS INTO TRU5/I X,5 BELOW 51MP50N H2.5A \ \2x6 @ I6'o.c. 2x CONT. / SECTI Oil 6 HURRICANE TIE TRU55 BLOGKING \ OR EQUAL @48"oc PER SECTION q/11.01 BEAM PER \ PLAN \ W IL 2x6 @ Ib"o.c. JST HANGER TYPICAL\ \ 5EC71 O� i i0 K i - \TRU55 BRGG PER Sj;A I•-0?1.01 MANUF. SECT 101 1 3i4° = I' -o" 11.01 GABLE END 5/a" APA RATED 8d NAILS TRUSS 2x6@ I6"o.c. SHEATHING @ b"o.c. J IHP IN 5 PER - ARCH. ROOF 5HEATHIN6 ROOF TRUSSES 3/a" GYPSUM GONG. TOPPING PER PLAN @ 24"o.c. PROVIDE BLOCKING I" 746 5HEATHING 2x8 LEDGER W/ @ ALL SHEATHING FIN FLR /2"0 THRU BOLTS JOINTS CONT. 2x10 W/ (2) EL. PER 12"o.c. (STAGGERED) RAFTER PER NOTCH J015T 3/s"�x5"Lg. LAG 5GREW5 ROOF 5HEATHING ARCH. WEB FILLER PLAN @ BEAM MECH. @ EACH 57UD PER PLAN EA, FACE H WELL 2x6 STUDS @Ib"oc RAFTERS PER PLAN ROOF 5HEATHING PER PLAN DBL TRU55 I/" TIM R TRAN JOIST FLR JST PER PLAN SLAB PER PLAN Sd NAILS END WALL OVER SHEATHING 5/8" APA RATED -_\\", b"o.c. i4 BE 5 D 151 HANGER 8d NAILS PER PLAN 5HEATHING -- - - - "GYPSUM GONG. TOPPING T/ GONG. EL 2x8 CONT. RIM BOARD 51MPSON H2.5A HURRICANE TIE @ b"o.c. _ - 34 2x6 @ 12"o.G. OR EQUAL @48"oG 2x10 CONT. G - 2xb ®24"oc � �� � PER PLAN X X x X x x- / T4B SHEATHING 2xb CONT. ECT 1 O I 14 BEAM LAN � FIN FLR EL. PER ROOF SHEATHING DIM PER ARCH. � � � PER PLAN ���� �� �'' � � � - � - � � � a����� �• - �� �� -s,. . PER PLAN 3i4" = I' -O" 11.01 i Sd NAILS • Sd NAILS �� Sd NAILS TRU55 BRG _ b"o.c. @ b"o.c. EL PER ARCH CORRIDOR ROOF TRU55 @24"oc (STAGGERED W/ ROOF 24 o5c. , . - , ` _ BRACING PER - _- _ 2x CONT. F _ _ MAIN ROOF TRU55E5) 51MP50N H2.5A I PROVIDE BLOCKING TRU55 MANUF'R FLR J015T PER HURRICANE TIE SIMPSON H2.5APLAN 24 @Ib"oG OR EQUAL @48"oc SIMPSON H2.5A @ ALL SHEATHING @ EA. RAFTER (2) 2xb CONT. 21 EA. 51DE OF WALL HURRICANE TIE ROOF TRU55E5 @24"oc JOINTS IS" LSL BLOCKING SEGTI O 13 I SEGTI OI EA. 51DE OF WALL 3 2xb STUDS @Ib"oG xl0 BLOCKING ® 24"o.c. Vs" E•J• WALL ABOVE 4 @48"oc 12 OR EQUAL @48 oc ROOF TRU55 BETWEEN JOISTS UNDER 3 �� __ / I' -O" 11.01 3/4.. Sd NAILS 2x4 @I61oc @ b"o.c. 5/e" GDX CONT. 2x BLOCKING PLYWOOD DECKING SEGT I O�II ` 12 ROOF 5HEATHING PER PLAN 3/4" = I' -O" 1101 2x6 CONT. 7RU55 BLOCKING PER J0157 HANGER, TYPICAL 51MP50N H2.5A SECT, q/11.01 @ 48"o.c. 2x12 RIM EA. J015T D ROOF SHEATHING IOd NAIL5b"o.c. 2x12 CONT. PER PLAN BEAM PER 51MP50N STRONG -TIE (2) 2xb PLAN ROOF SHEATHING PER H2.5A TIE @ 48"o G Na"Vx12 @24"oc / APA RATED TJI BLOCKING PLAN SHEATHING BETWEEN EA%. JST -- 2x6 @24"oc ROOF TRU55E5 @ 24"o.c. OPENING IN SHEATHING AS 2xb @ 16 o.c. i 8d NAILS REQUIRED FOR FAN PER MECH. (2)-2x6 CONT. @ b"o.c. 2xb CONT. W/ (3) (2) 2x4 CONT TJI PER TJI PER PLAN 2xb CONT. ROOF SHEATHING Sd NAILS @ EA. TRU55 5/8" APA -RATED PER PLAN 12 PLAN SHEATHING J015T HANGER WEB FILLER 5r 2x4 @1(0"0( TYPICAL TYP. BEAM PER PLAN B BLOCKING GARAGE DOOR PER ARCH. ROOF TRUSSES SECT I Oil I5 SECT I Ofi� Ib BETWEEN TRUSSES 3/4 = 1'-O" 11 Q1 5/4 - I 0 11.QI BE C T I O I �l I1 @24 OG 3/4.1 = I'-0" 11.01 SECTION 18 3/4" A n 4 A r F 7 R 4 in 1A 1 1F 17 182 la ?fl ?d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design i Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p /816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Q CCD #1 10 December 2013 Drawn B Checked By Roof Framing Sections Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 41 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20 1 21 1 22 1 2 1 24 T/f'ARAPET T/PARAPET EL PER ARCH Carmel Senior Living EL PER ARCH Ems. APA RATED (2) 2x6 CONT. JOINT SHEATHIN APA RATED G R 4'-0" SHEATHING \_(2) 2x6 CONT. ROOF 5HEATHIN6 2x6 ®Ib"oc PER PLAN 8d NAILS R �OSB SHEATHING \ 2X6 ®Ib`oc ` NM FILLER TJI PER ! EA. FACE, TYP. PLAN ROOF Tizl1S5 (4) #10411" SCREWS "v ! ® 24"o c. j - EA. 5TUD (4) #10x3!2" 5G ROOF SHEATHING ' j SW quadrant of Street Street and Illinois ® EA. STUD PER PLAN 05ECTION 2: i ROOF PER 5HEA�N/7 Carmel, Indiana 46032 Q CONT. CURVED LAMINA CONT. 1444" LSL �- Q BEAM MADE FROM 5 LAYERS RIMBOARD 2x10 CONT. Al SIMPSON OF W PLYWOOD 6LIJE 4 NAIL •,�, ��. � �►,, ,, (5TA66� JOINTS 8" MIND Spectrum Retirement Communities, LLC NOTE: REFER TO SECT 4M.01 (5TA06I ! 200 Spruce Street, #200 FOR ALL OTHER INFORMATION I 1 65ECTION 2A: n � CONT. I/4" LSL TJI BLOCKING ®8'-0"o.G. �� 'I"RUSS� �. � 2X8 GOVT, Denver, Colorado 80230 RIMBOARD TJI PER PLAN FINISH PER ®24 oc (2) 2x4 CONT. I2" lVx12'L9. ANCHOR BOLA'S o52"oc Y SECTION ARCH CONT. 2x6 BLOCKING _J P (EXACT LOCATION 4 EXTENTS OF CONT. 24 BLACKING 8" BOND BM 2" P NV (2) #5 CONT WALKWAY BY OTHERS) 2xb 016"oc 2X4 016"oc I i " CMV AALL FINISH PER 2x6 ®I6"oG I'4 1#44 ``kiG IN 5EGTI Ofi� I ARCH GEI�LS Gastinger Walker Harden 5ECTI ON 3 SECT ION r4 + BeeTriplett Buck SECTION 2 2A "'P4" = 1'-0" 77.0 %" = 11 " ✓" Architecture I Interior oeslgn I Construction Management ROOF 5HEATHIN6 817 Wyandotte ._ Kansas City, MO 64105 PER PLAN � NAILS "�� 816 4218200 phone 0 6"o.G. -` 816 421 1262 fax design with insight.com \ ROOF / / PROVIDE BLOGKiN6 ® ALL SHEAT'HIN6 8d NAILS M \ \ / / .JOINTS ROOF 5HEATHIN6 # b"o.c. M \ / PER PLAN EXP. TJI BLOCKING JOINT NAILS @6"oc OVERNI PROVIDE BL.00KINcS Structural Engineer #8 -0 oc MAX Bob D. Campbell 8: Company, Inc. Jl APA RATED NEIL. SLAB PER PLAN ROOF SHEATHIN6 CANT. 1/4" LSL TRU55 X24"oc ALL SH JOOINT PER \ SHEATHING OVER 5HEATHINS PER PLAN RIMBOARD 4338 Bell sours MANUF. / \ / PER PLAN i Kansas City, Missouri 64111 / CO816.531.4144 p / 816,531.8572 f I T/L / \ x x x x x x x x PER PLAN I.L ' L / \ 5LA5 PER PLAN Mechanical / Electrical / Plumbing Engineer / \ " APA RATED OVER 5HEATHINC7 SHEATH% PER PLAN Pearson Kent McKinely Raaf Engineers, LLC JOISTS PER_ T CONC. EL 8801 Ballentine, Suite 200 PLAN'�'x x x-- --�c ----�c x x x - PER PLAN overland Park, Kansas 66214 Nam- N 2x$ GOVT. NV (2) 2x4 CONT. -- 913,492.24 p / 913.492.2437 f J !�"x12"Lg. ANCHOR K 1 ES 2„ BOLTS ®32"oc 2x4 ®I6"oc — — _ K 024'oc 8" BOND BM _ - — ' — — _ — Civil Engineer SECT IONYV (2) #5 CONT 8" CHJ WALL Weihe Engineers 5 44 VERT. ®48"oc IN 10505 N. College Avenue 14"77 " = 1'-O" .0 GROUTED CELLS BRACING PER ROOF TRUSSES - TRUSS MANUF'RS�GTION #24oc Indianapolis, IN 46280 SECTIO� b 7 317.846.6611 p/ 317.843.0546 f 8d NAILS ROOF SHEATHING %U= I'-0" 77A ® 6"o.c. PER J Food Service Consultant J PLAN ROOF SHEATHING Santee / Becker Associates, LLC CONT. 2x PER PLAN BLOCKING T/PARAPET 6700 Squibb Road, Suite 101 _ ROOF 1'RUSSE-5 EL PER ARCH Mission, Kansas 66202 APA RATED ®24"oc 913.362.1800 p 1913.362.2609 f SLAB PER PLAN SHEATHING\_(2) 2x6 CONT. OVER SHEATHING MEGH.� ROG� SHEATHING TRUSS 4 PTS 2X6 ®I6"oG H H � PLAN NELL PER PLAN T GO ROOF TRUSS PER PLA x x x x x x x x ®24"oc ROOF \ CONT. 2x6 BLOCKING 024'oc SIMP50N A35 51MP50N A35 T�' 8d NAILS ®b oc TYPICAL CLIP ® EA. 2x CLIP ® EA. TRUSS (3) #lOX5V2" 5G ROOF SHEATHING T/M5RY EL Ts 5RY1EL 0 EA. STLV SER PLAN G =134'-I I ' 1164"A1211 LSL G " s 2x6 ®24"oG N1 NT 2X8 CONT. NU ®�a9r� ELEV. SHAFT 2X8 CONT. YV/ "d�xl2"Lg. ANCHOR TJI PER ®�G� ` J- IPP` tco ih"x12"L .ANCHOR 8 xlb BOND BEAM NV BOLTS ®32 oc 2' PLAN 8' BOND BEAM REIN NV BOLTS ®32"oc 2„L (2) #'5 CONT., BOTTOM (2) #4 CONT. (TYPICAL) GROUT SIMULTANEOUSLY s° P 37 a 6" BOND BM TJI BLOGKIN6 8" GMu REIN. YV/ (I)-#4 ®48'oc I^V (2) #5 CONT ELEY. SHAFT ®8'-0,��� F 4 (2)- #6 VERT. IN EA. OF TWO 6" BOND BEAM I/4'xl LSL °�� TRUSS BRb ENDS GROUT FULLY SOLID SECTIO �'}"I O� Ii4„x18” LVL RIMBOARD W REINF NU (2) #4 F ��}ys ; 0�®z®e'® .7. I Q (2)5/4"0 HILTI HAS ROD CONT. (TYPICAL) 2xb ®Ib oc FINISH PER EL PER ARCH (3!�" EMBED) 4 HILT1 HY 150 ARC,II (2) 2x6 CONT. SECTION 8 MAX ADHESIVE 048"oc 8" GMu REIw. YV/ 2x6 ®16 oc 14' = I' -O" Tf.O (� #5 VERT. i EA. OF I1 ISSUED FOR: .. SGT ION IO SGT I Oil THREE END CELLS 14 - I -0 Ti.O Permit Set 28 June 2013 E (2) 2x8 TO ADJACENT JOIST HANGER4' = I'-0" 77.0 GROUT FULLY 50LID E Y CRIPPLE STUDS 100% Construction Documents 11 Jul 2013 ROOF SHEATHING 8d NAILS PER PLAN 2xb 0 Ib"o.G. %b" APA -RATED SHEATHING 2x12 CONT. NV (3)-#IOx%" 2x6 CRIPPLE STLV PER5GREWS o EA. 5TUD NAILED TO STUD PLAN TRUSS BRACING PER TRUSS MANUFIR 12 CONT YV \ / EA. 51DE OF HEADER 2x6 I6"o c. D (3) #10x3!6" SCREWS \ / NV 8d NAILS #6 oG ROOF SHEATHING PER PLAN D ® EA. STUD \ / \ SIMP50N STRONG -TIE H25A R)RRIGANE \ / \ / N� FILLER TIE OR EQUAL ® EA. TRUSS I' GYPSUM GONG. TOPPING 2xb �16'oG / I" 6YP5UM GONG. TOPPING EA. FACE IDd NAILS / X \ 91A T46 SHEATHING BRACING PER TRUSS MANUF'R \ / 44" T46 SHEATHING _ PLI-DECK # b °�' FIN. FLOOR / \ \ EL. PER PLAN FIN FLR _ivPER ARCH. / \ C /\ EL.PER APA EL. 36" APA RATED \ = 110'-Ob"Fl.C SHEATHING \\ ROOF TRUSS PER PLAN checker By / \ PSL PER PLAN V4" TIMBERSTRAND L5L RIMBOARD 1 \ J015T' GDX / \ TJI PER PER PLAN SHEATHING / \ PLAN 2x8 LEDGER Nu TJI PER PLAN Roof Framing B / \ 1444" TIMBERSTRAND V2'0 THRU BOLTS ® 12"o.G. (STAC#RED) (2)-2x6 CONT. FIN15H PER ARCH. B Sections ------- ------ RIM BOARD BEAM PER PLAN (2) 2x6 0 16"o.c. (Ist TO 2nd FL 2xb 0 16"oc. (2nd FLOOR TO 3rd FLR) 5�GT10�1 I2 ROOF TRUSSES ®24"oc SECT I OI ` 13 SECT I 14 DOOR PER ARCH. X44' = I'-0" 77 0 9/4" = I'-0' 1.12.0 %" = I' -0"T7.0 A A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 120 1 21 1 22 1 23 1 24 Project Number. 2013.037 Q Copyright 2013 31 01 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 �w_ ------ ww a wwwwwwwwww www. w F ww ^. R _m w ww ...,..mv,ww--r..w>w>wan> .as>wwwu^w,swaa+w'+>w'cwwvwmawnaw.x:avaavvw^a<..v:..auw•..-.emwc*^zmmtaxa-"'.:aaaraswuswwmw wwwwwwmw<+me'xvx<wwww,aa^iaww�waw<avwwvv-aa� • .. . _ .,....... ._.__ .. ...__ ....... ....... � awiaw,., °...,'>,. � • F --- -- __ __ _-. ��� m _ - r � > 8" BUILDING r,_w SANITARY SEWER 833 DFU www F "BUILDING FL 859.67 �SAN/TARY SEWER I J j � �, f 1033 DFU � .,��' a JVVwww _ ,. 400 GALLOtt 'REASE . � " � � �`^. � h. F ; �"^\`°`...' - .,..,\� .,"@>r ��QNTEp RCEPTOP. REFER T_�y•y , CIVIL , i ae , e,. SHEET X11 FOR LOCATION. IN� � � � e "r GAS ME FL 860.67 4 it .01 IN s •'< / _3 r ss> 1 _ - 44. 41Y ' , r e?rtvrtuS� `'.,r . •,: e��3 - 4 F3i gi3 4 SY,ORMLINE � N 3 tae a Opp st 3 _ - ' 4" GREASE WASTE LINE TO EXTERIOR INTERCEPTOR °Ff 000 ------------- E e - 6 STORM LINE > � o a q m , i - 1 C 862.67 FL S� j� t ix IT, GAS PRESSURE REGULATOR 4 sS�..`-}. „TORMLINE;' w.W Y ? ° ro 1 .s j a GAS PRESSURE REGULATOR a a` S s re p s ¢•- a CARMEL SENIOR LIVING � ��21 FF EL: 865.67 - ._'�•�, ^ *`$,�'°£' Q. ..- .. 2 '• ������ @$,` 16 ,' s .£ 4" WATER SERVICE � ��&�3 `' Ilk „1,,;_ .• 6vkll FIRE SERVICE _ 3a , �' t; 3 '� � '^.- ^t @ 'a`" C� •.., x � �.> ' � nya a•`�x�d� ,,,. �..a� RRR .: �e a,>. rey _�^,`• z % g ' ,. > , ZZ y K , , Y a. < , N ,, sx s p _ s 9 ' , - `. > � � . 3 - 'f _' �Z .,_„'� -- S e+x• ° rye-_, e^�� 3° E - w' f y' q > s > .. «.- - 4R a E fl ANNs A �w< w � 4 a � Hwy -'N ° SITE PLAN a, SCALE 1 40'-0" ��� ° a N� s _ 24" 00 24" 24" 3 125" 0. 9 9 z 119" 12 o N 3" 40" 3512" 39" 3" 6" N 11 10 12„ 2 r — — — LINT & GREASE _ _ _ _ 13 III � 4 18" 18" 11 13 FLOWLINE 5 61" 55"_ 1 II II ' 64 66" 6 11 6 12 3 2 -WAY C.O. / SAMPLING PORT 10 7 181, 2 - 2 1/2" X 3/4" SLOTS FOR SLIDE BAFFLE WALL 5/8"X 60" LIFTING LOOP i c Q d ti F 7 ft ITEM DESCRIPTION 1 4" ABS INLET PIPE* 2 4"x4'x2" TEE WITH 2" PIPE TO BUILDING VENT* 3 THREADED C/O CAP JOSAM 58860 OR APP EQUAL** 4 CONCRETE PAD 5 4'x4'x4" TWO-WAY CLEANOUT TEE* 6 4"ABS OUTLET* 7 4" - 6" GRAVEL BEDDING 8 HEAVY-DUTY CAST IRON FRAME AND COVER *** 9 CONCRETE ADJUSTMENT RINGS 10 REINFORCE AS REQUIRED FOR SERVICE CONDITIONS 11 4"ABS 90° ELBOW 12 4"ABS TEE 13 A-LOK OR PRESS SEAL PSX PIPE1W4LL CONNECTOR 6" PIPE MAY BE SUBSTITUDED TO MATCH UPSTREAM PIPE DIAMETER. ** REFER TO CLEAN OUT DETAIL(S) ON STANDARD DETAIL SHEET. II - G R EASE INTERCEPTOR DETAIL -1500 GALLON *•* CLA Y & BAILEY 2008 BV OR EQUAL (FROST PROOF COVERS OPTIONAL) NOT TO SCALE Q in 11 17 iQ 1A 1F iR 17 10 WATER SERVICE PRESSURE LOSS CALC PIPING SYSTEM PSI NOTES MINIMUM DAILY STATIC SERVICE PRESSURE AT MAIN 60 (ASSUMED VALUE) HIGHEST PRESSURE REQUIRED AT FIXTURE 20 PVC OR ABS DWV (HUBLESS CI IN RA PLENUMS) METER LOSS 0,3 (4" METER, 274 GPM) TAP IN MAIN LOSS 0,8 (4" TAP) STATIC HEAD LOSS 30 FEET 12,9 DUCTILE IRON BACKFLOWLOSS 4.5 (4"RPZ) SPECIAL FIXTURE/EQUIPMENT LOSS DCW OR DHW RIGID PEX OR CPVC 1-1/2" & LARGER SPECIAL FIXTURE/EQUIPMENT LOSS DCW OR DHW PEX < 1-12" PRESSURE AVAILABLE TO OVERCOME PIPE FRICTION LOSS 21.5 TYPE L COPPER CALCULATED TOTAL PIPE FRICTION LOSSES 16.49 EQUIVALENT LENGTH = 769 FT PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL SANITARY DRAINAGE & VENT (BELOW GRADE) S, W, SAN OR V PVC OR ABS DWV SANITARY DRAINAGE & VENT (ABOVE GRADE) S, IN, SAN OR V PVC OR ABS DWV (HUBLESS CI IN RA PLENUMS) STORM DRAINAGE (BELOW GRADE) ST, STM OR ST/0 PVC DWV STORM DRAINAGE (ABOVE GRADE) ST,, STM OR ST/0 PVC OR ABS DWV (HUBLESS CI IN RA PLENUMS) WATER SERVICE W DUCTILE IRON FIRE SERVICE F DUCTILE IRON POTABLE WATER MAINS (ABOVE GRADE) DCW OR DHW RIGID PEX OR CPVC 1-1/2" & LARGER POTABLE WATER BRANCHES (ABOVE GRADE) DCW OR DHW PEX < 1-12" 140°F POTABLE WATER (ABOVE GRADE) DHW TYPE L COPPER NATURAL GAS (BELOW GRADE) G HDPE NATURAL GAS (ABOVE GRADE) G TYPE SL MALLEABLE IRON CONDENSATE DRAIN CD ORD TYPE M COPPER REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION. INTERCEPTOR NOTES 1. THREE COVERS AND RISERS SHOWN. PROVIDE TRAFFIC RATED AND/OR GAS TIGHT COVERS AS REQUIRED. 2. INTERCEPTOR SIZE- 1500 GAL MINIMUM (US CONCRETE PRECAST GROUP MODEL H-20 IWI-1500 OR LOCALLY APPROVED EQUAL) 3. ALL JOINTS AT THE FRAME & COVER*, CONCRETE ADJUSTMENT RINGS AND THE LID OF THE INTERCEPTOR SHALL BE SEALED WITH A MINIMUM OF TWO (2) ROWS OF 3/4 TO 1 INCH PREFORMED BITUMASTIC JOINT SEALER AND A 6" BUTYL JOINT WRAP AROUND SLEEVE (EZ WRAP). THE ENDS OF THE 6" EZ WRAP SHALL OVERLAP BY 12". 4. PIPING ON THE INTERIOR OF THE INTERCEPTOR SHALL BE ABS WITH SOLVENT -CEMENTED JOINTS 5. GREASE INTERCEPTOR SHALL BE VACUUM TESTED FOR WATER TIGHTNESS AFTER THE BACKFILL OPERATIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH CITY TECHNICAL SPECIFICATIONS. WITH CITY TECHNICAL SPECIFICATIONS. IR IQ IP IN IN IL IK U IF IG IF IE ID IC Carmel Senior Living SWq uadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Iii 111,rrr ,A. �GxST", y No. PE10403 0 , -o AT F ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJG Checked By KJZ Mechanical - Site Project Number: 2013.037 © Copyright 2013 I A AA + 5 6 / 3 9 1 lU 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 210 1 21 1LL LJ r- 3 KEY PLAN 74 I 7A IR IQ IP IN IN IL IK I %, IF IG IF IE IE IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte � Kansas City, MO 64105 ;a9 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f EA 02 No. PE10403 0 AT ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By Checker Mechanical - Plumbing - Undergound -Area Al & A2 80012 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 31 q 01 31 FIRST FLOOR - AREA B SCALE: 1/8" = V-0" A I G I R 1 7 1 f2 I Q I to 1 11 1 17 1 1'2 I 1A I iF I iF 1 17 1 1R I IQ Old IR IP IN IN IL IK I IF IG IF IE IC IC IE JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 [E 816 421 8200 phone .;lEE ` `' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �I V' P94 ;�` �� Q�G1ST� ' •�y No. PE10403 0 AT ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By Checker Mechanical - Plumbing - Undergound -Area B 80N13 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI IR 31 FIRST FLOOR - AREA C1 SCALE: 1/8" = V-0" R d ti F 7 1 Q I in F 11 19 17 1A 10 IP IN -------------�---- ------------- ----- IL IK I %, 1I - IG IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 €il 816 421 8200 phone €e 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Gj ST F.q No. PE10403 4 0 AT ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By Checker Mechanical - Plumbing - Undergound - Area C1 80014 Project Number: 2013.037 © Copyright 2013 .4 n n A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 e 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \1 III II/I///� No. PE10403F 0 .o AT ��\ ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By Checker Mechanical - Plumbing - Undergound - Area C2 80015 Project Number: 2013.037 © Copyright 2013 01 nn 1 1 z 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 ze IGJ rf A IR IQ IP IN IL IK 11- IG F IG IF Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 11 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �p 1 V. . PEg9 ' No. ' PE10403 0 AT ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 0 ASI 41 31 October 2013 0 CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - Roof 80021 Project Number: 2013.037 © Copyright 2013 GENERAL PLUMBING NOTES GENERAL HVAC NOTES KEYED NOTES - ROOF PLANS 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING O1 PROVIDE DRYER JACK MODEL 466, OR EQUIVALENT, ON ROOF FOR DRYER PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE, THIS PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO VENTING. E =_ CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY THROUGH PENETRATION DETAILS. OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO 2. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE O ATTIC FAN LOCATED IN ROOF WELL WALL. INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. SYSTEMS IN CONFLICT WITH PIPE ROUTING. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". O EXHAUST FAN LOCATED IN ATTIC. 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. O 8" FLUE CAP. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT ANYADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE O 6" BOILER FLUE CAP. SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING MECHANICAL CONTRACTOR OR SUBS. FIXTURE SCHEDULE. 5, THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK O 8" DRYER VENT GOOSENECK. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS O7 16'5(16" BYPASS DUCT WITH CONTROL DAMPER. C D COORDINATE EXACT ROUTING OFALL PIPING WITH OTHER TRADES, RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES EQUIPMENT AND PLUMBING FIXTURES. AND DROPS FOR DUCTWORK AND PIPING AS NEEDED TO INSTALL THE O CONNECT HOSE BIB IN ROOF WELL TO DOMESTIC COLD WATER LINE BELOW. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND HEAT TRACE ANY EXPOSED DOMESTIC COLD WATER PIPING IN ATTIC. FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. MAINTAINING THE DESIGN AS SHOWN. 7. FIRE SEAL ALL PIP/NG PENETRATIONS ROUTED THROUGH FIRE RATED 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR WALLS. PLENUM. REFER TO DETAIL ON SHEET 86.11. 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS CEILINGS (AS REQURIED) WITH ARCHITECT. ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE 8. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. INSTALLED ANYWHERE THROUGHOUT THE BUILDING. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" SHOWN ABOVE CEILING HEIGHTS. C CONCRETE HOUSEKEEPING PAD. 9. MATERIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 KEY PLAN EQUIPMENT. AND A SMOKE DEVELOPED INDEX LESS THAN 50. 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. 10. SOME ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO PLAN. REFER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM NEAREST TRAP PRIMER VALVE. PIPING SHALL 8E TYPE K SOFT NAMES NOT SHOWN. L?Pr^Ft`i SF �tYILECS WIT+ I' 11(C,uJIN? C ��?OM `.'HzVE`:TJ C/.4 wIIG•: 11. LOCATE ALL COMMON AREA THERMOSTATS AND TEMPERATURE 12. ANY EXPOSED PIPING, VENTING OR ROOF PENETRATIONS SHALL BE SENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH CONFLICTS WITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC ARCHITECTURAL PLANS. LOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IL APARTMENTS 3� 12. PROVIDE ALL GROUND AND FLOOR MQUNTFIJ EQUIPMENT WITH 3-1/2" CONC'�t t F l�U�!utii�-Plyd��-'AI' cx: 13.ANY EXPOSED PIPING SHALL BE PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. r rs n— z €, 0 EARSON Sicca' NIC"KINLE`' PA,AF ENGINEERS, LLC AI IA A F 7 R 9 10 12 14 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 11 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �p 1 V. . PEg9 ' No. ' PE10403 0 AT ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 0 ASI 41 31 October 2013 0 CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - Roof 80021 Project Number: 2013.037 © Copyright 2013 1 1 2 3 4 5 F_ AI B A M 1 b I7 18 System No. W -L-2300 May 19, 2005 F Ratings - 1 & 2 Hr (See Item 1; T Ratings - 0 & 1/ 2 Hr (See Item F- -60- A 19 11U 111 1 SECTION A -A 1. WALL ASSEMBLY- THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U30Q U400 OR V400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-112 IN. (89 MM) WIDE SPACED MAX 241N. (610 MM) OC. B. GYPSUM BOARD* - THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPEAND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 4 IN. (102 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE HOURLY T RATING IS 0 AND 112 HR FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. 2. THROUGH PENETRANTS - ONE OR MORE NONMETALLIC PIPES, CONDUITS OR TUBES INSTALLED CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO MAX 25 MM). SPACE BETWEEN PENETRANTS SHALL BE MIN 01N. (POINT CONTACT;) TO MAX 1 1N. (0 MM TO MAX 25 MM). PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY BE USED, A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 1-112 IN. (38 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, B. RIGID NONMETALLIC CONDUIT- - NOM 1-112 IN, (38 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 1-1121N. (38 MM) DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. CROSSLINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN. (25 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 3. FILL, VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 518 IN. (16 MM) THICKNESS OF CAULKAPPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 114 IN. (6 MM) DIAM BEAD OF CAULKAPPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. 3M COMPANY- IC 15WB+, CP 25WB+ CAULK OR FB -3000 WT SEALANT (NOTE: CP 25WB+ NOT SUITABLE FOR USE WITH CPVC PIPES.) *BEARING THE UL CLASSIFICATION MARKING System No. W -L-2146 May 23, 2005 F Ratings - 1 and 2 Hr (See I T Ratings - 1 and 2 Hr (See I �- -�- A 1 -0. A 2 M 1. FLOOR -CEILING ASSEMBLY - THE FIRE -RA TED WOOD JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN DESIGN NO. L505, L511 OR L536 IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW., A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING 101X7URE* AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IN FLOORING IS 4-314 IN. (121 MM). B. WOOD JOISTS - NOM 2 IN. BY 101N. (51 MM BY 254 MM) LUMBER JOISTS SPACED 16 IN. OC WITH NOM I W. BY 3 IN. (25 MM BY 76 MM) LUMBER BRIDGING AND WITH ENDS 3 FIRESTOPPED. C. FURRING CHANNELS (NOT SHOWN) - RESILIENT GALV STEEL FURRING CHANNELS INSTALLED PERPENDICULAR TO WOOD JOISTS BETWEEN FIRST AND SECOND LAYERS OF WALLBOARD (ITEM 1D) AND SPACED MAX 24 IN (610 MM) OC. D. GYPSUM BOARD* - NOM 4 FT (122 CM) WIDE BY 518 I.N. (16 MM) THICK AS SPECIFIED iN THE INDIVIDUAL FLOOR -CEILING DESIGN, FIRST LAYER OF WALLBOARD NAILED TO WOOD L JOISTS. SECOND LAYER OF WALLBOARD SCREW -ATTACHED TO FURRING CHANNELS. THE SECONDARY FIRESTOP SYSTEM (ITEMS 3,4 AND 5) MUST BE INSTALLED IN THE JOIST CAVITY PRIOR TO INSTALLATION OF THE GYPSUM WALLBOARD CEILING, 2. NONMETALLIC PIPE - NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE POLYVINYL CHLORIDE (PVC) PIPE OR SCHEDULE 40 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE, VENT) PIPING SYSTEMS. DIAM OF CIRCULAR OPENINGS HOLE -SAWED THROUGH FLOORING SYSTEM AND 1B SECTION A -A 1. WALL ASSEMBLY- THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL 0300, 0400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-112 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 3 IN. (76 MM). THE HOURLY F AND T RATINGS OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. CROSSLINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN. (25 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. MAX THREE TUBES PER OPENING, TIGHTLY BUNDLED. THE ANNULAR SPACE BETWEEN TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO MAX 25 MM). TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 5181N. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH EACH SURFACE OF WALL. MIN 518 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED INTO INTERSTICES OF TUBES ON BOTH SIDES OF WALL. MIN 112 IN. (13 MM) DIAM BEAD OF CAULK APPLIED TO THE TUBING/WALLBOARD INTERFACE A T THE POINT CONTACT LOCA TION ON BOTH SIDES OF WALL. 3M COMPANY- IC 15W8+, CP 25WB+ CAULK OR FB -3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARKING n I r I a 1 7 a in 12 1 13 1 14 1 15 1 16 System No. W -L-5040 September 7, 2004 F Ratings - 1 and 2 HR (See Item 1) T Ratings - 1/4, 1/2 and 3/4 HR (See Item 2) 17 118 119 �A SECTION A -A 1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 3-518 IN. WIDE AND SPACED MAX 24 IN, OC, B. GYPSUM BOARD* - NOM 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IN WALLBOARD LAYERS IS 71N. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL. 2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE - NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. WHEN STEEL PIPE IS USED, T RATING IS 3/4 HR. B. COPPER TUBING - NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. T RATING IS 314 HR FOR COPPER TUBING OF NOM 21N. DIAM AND SMALLER. FOR COPPER TUBING GREATER THAN NOM 21N. DIAM, T RATING IS 114 AND 112 HR WHEN INSTALLED IN 1 AND 2 HR RATED WALLS, RESPECTIVELY. C. COPPER PIPE - NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. T RATING IS 314 HR FOR COPPER PIPE OF NOM 2 IN. DIAM AND SMALLER. FOR COPPER PIPE GREATER THAN NOM 21N. DIAM, T RATING IS 114 AND 112 HR WHEN INSTALLED IN 1 AND 2 HR RATED WALL RESPECTIVELY. 3. PIPE INSULATION - PLASTICS# - NOM 314 IN. THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE BETWEEN THE INSULATED PIPE AND THE EDGE OF THE THROUGH OPENING SHALL BE MIN ZERO 1N. (POINT CONTACT) TO MAX 1-1/4 IN. SEE PLASTICS# (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED. 4. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 518 IN. THICKNESS OF CAULKAPPLIED WITHIN THE ANNULAR SPACE, FLUSH WITH EACH SURFACE OF WALL. A MIN 112 IN. DIAM BEAD OF CAULK SHALL BE APPLIED TO THE PIPE INSULATION/ WALLBOARD INTERFACE AT THE POINT CONTACT LOCATION ON BOTH SIDES OF WALL. 3M COMPANY- CP 25WB+ CAULK OR FB -3000 INT SEALANT *BEARING THE UL CLASSIFICATION MARKING System No. W -L-7052 May 19, 2005 F Rating - 1 HR T Rating - 0 HR --.-- A SECTION A -A 1. WALL ASSEMBLY - THE 1 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND 1N THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN.(406 MM) OC. STEEL STUDS TO BE MIN 3-112 IN. (89 MM) WIDEAND SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX SIZE OF OPENING IS 14 BY 14 IN. (356 MM BY 356 MM) SQUARE. 2. STEEL DUCT - NOM 12 BY 12 IN. (305 MM BY 305 MM) (OR SMALLER) NO. 24 GAUGE (OR HEAVIER) GALV STEEL DUCT TO BE CENTERED WITHIN OPENING WITH A NOM ANNULAR SPACE OF 1 IN. (25 MM). DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF OPENING. 3, FILL, VOID OR CA VITY MATERIAL* - CAULK OR SEALANT - MIN 518 IN. (16 MM) THICKNESS OF CAULKAPPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. 3M COMPANY- CP 25WB+, IC 15WB+ CAULK OR FB -3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARK 111 10 1Z I 1d 1r, 1R 17 ^ A 120 121 1t[ SYSTEM NO. F -C-2002 May 18, 2005 F RATING - 2 HR T RATING - 2 HR L RATING AT AMBIENT- 7 CFM/sq ft L DATING AT 400° F - LESS THAN 1 CFM/sq ft �0 ■© no ■© SECTION A -A M 1. FLOOR -CEILING ASSEMBLY - THE FIRE -RA TED WOOD JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN DESIGN NO. L505, L511 OR L536 IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW., A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING 101X7URE* AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IN FLOORING IS 4-314 IN. (121 MM). B. WOOD JOISTS - NOM 2 IN. BY 101N. (51 MM BY 254 MM) LUMBER JOISTS SPACED 16 IN. OC WITH NOM I W. BY 3 IN. (25 MM BY 76 MM) LUMBER BRIDGING AND WITH ENDS FIRESTOPPED. C. FURRING CHANNELS (NOT SHOWN) - RESILIENT GALV STEEL FURRING CHANNELS INSTALLED PERPENDICULAR TO WOOD JOISTS BETWEEN FIRST AND SECOND LAYERS OF WALLBOARD (ITEM 1D) AND SPACED MAX 24 IN (610 MM) OC. D. GYPSUM BOARD* - NOM 4 FT (122 CM) WIDE BY 518 I.N. (16 MM) THICK AS SPECIFIED iN THE INDIVIDUAL FLOOR -CEILING DESIGN, FIRST LAYER OF WALLBOARD NAILED TO WOOD L JOISTS. SECOND LAYER OF WALLBOARD SCREW -ATTACHED TO FURRING CHANNELS. THE SECONDARY FIRESTOP SYSTEM (ITEMS 3,4 AND 5) MUST BE INSTALLED IN THE JOIST CAVITY PRIOR TO INSTALLATION OF THE GYPSUM WALLBOARD CEILING, 2. NONMETALLIC PIPE - NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE POLYVINYL CHLORIDE (PVC) PIPE OR SCHEDULE 40 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE, VENT) PIPING SYSTEMS. DIAM OF CIRCULAR OPENINGS HOLE -SAWED THROUGH FLOORING SYSTEM AND THROUGH TWO -LAYER GYPSUM WALLBOARD CEILING TO BE NO GREATER THAN 118 IN. (3.2 MM) LARGER THAN OUTSIDE DIAM OF PIPE. PIPE TO BE INSTALLED APPROX MIDWAY BETWEEN WOOD JOISTS AND CENTERED IN CIRCULAR OPENINGS. 3. FILL, VOID, OR CAVITY MATERIALS' WRAP STRIP -NOM 1/4 IN. (6 MM) THICK INTUMESCENT ELASTOMFRIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2IN. (51 MM) WIDE STRIPS. NOM 2 IN. (51 MM) WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE EXPOSED) WITH THE EDGES BUTTED AGAINST THE UNDERSIDE OF THE K SUBFLOOR (SECONDARY FIRESTOP SYSTEM) AND AGAINST THE FINISHED GYPSUM WALLBOARD CEILING (PRIMARY FIRESTOP SYSTEM). WRAP STRIPS FOR PRIMARYAND SECONDARY FIRESTOP SYSTEMS TO BE INSTALLED IDENTICALLY FOR NOM 112 IN, TO NOM 2 IN. (13 MM TO NOM 51 MM) DIAM PIPES, A MIN OF ONE LAYER OF WRAP STRIP IS REQUIRED. FOR NOM 2-112 IN. AND NOM 3 IN. (64 MM AND NOM 76 MM) DIAM PIPES, A MIN OF TWO LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 3.112 IN. AND NOM 4 IN. (89 MM AND NOM 102 MM) DIAM PIPES, A MIN OF THREE LAYERS OF WRAP STRIP IS REQUIRED. EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE LA PERS STAGGERED. WRAP STRIP LA YER(S) TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT 3M COMPANY- FS -195+ 4. STEEL COLLAR - NOM 2 IN. (51 MM) DEEP COLLAR WITH 1-114 IN. (32 MM) WIDE BY 2 IN. (51 MM) LONG ANCHOR TABS AND MIN 3141N, (19 MM) LONG TABS TO RETAIN WRAP STRIP LAYERS. COILS OF PRECUT 0.016 IN. (0.41 MM) THICK (30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE, COLLAR MAYBE FIELD -FABRICATED FROM MIN 0.016 IN. (0.41 MM) THICK (30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEG, WRAPPED TIGHTLYAROUND WRAP STRIP LAYERS WITH MIN 1 IN. (25 MM) OVERLAP AT THE SEAM. WITH STEEL ANCHOR TABS PRESSED TIGHTLYAGAINST THE SUBFLOOR (SECONDARY FIRESTOP SYSTEM) OR THE FINISHED GYPSUM WALLBOARD CEILING (PRIMARY FIRESTOP SYSTEM), COMPRESS COLLAR AROUND WRAP STRIP LAYERS USING A MIN 1121N, (13 MM) WIDE BY 0.028 IN. (0.71 MM) THICK STAINLESS STEEL BAND CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT THE COLLAR MIDHEIGHT. AS AN ALTERNATE TO THE BAND CLAMPS, COLLARS MAY BE SECURED BYA MEANS NO 10 IN. BY 112 IN. (13 MM) LONG SHEET METAL SCREWS INSTALLED IN THE VERTICAL AXIS AT THE CENTER OF THE I IN. (25 MM) OVERLAP ALONG THE PERIMETER JOINT OF THE COLLAR. A MIN OF THREE SCREWS IS REQUIRED. SECURE COLLAR TO SUBFLOOR (SECONDARY FIRESTOP SYSTEM) USING MIN 3141N. (19 MM) LONG STEEL SCREWS IN CONJUNCTION WITH 1-114 IN. (32 MM) DIAM STEEL FENDER WASHERS. SECURE COLLAR TO FINISHED GYPSUM WALLBOARD CEILING (PRIMARY FIRESTOP SYSTEM) USING 3116 IN, (5 MM) DIAM STEEL TOGGLE BOLTS (1-7181N. (48 MM) GRIP) IN CONJUNCTION WITH 1-114 IN. (32 MM) DIAM STEEL FENDER WASHERS. MIN OF THREE FASTENERS, SYMMETRICALLY LOCA TED; REQUIRED FOR NOM 1/2 IN. TO NOM 3 IN. (13 MM AND NOM 76 MM) DIAM PIPES. MIN OF FOUR FASTENERS, SYMMETRICALLY LOCATED, REQUIRED FOR NOM 3-112 IN. AND NOM 4 IN. (89 MM AND NOM 102 MM) AND NOM 4 IN. DIAM PIPES. AS A FINAL STEP, BEND WRAP STRIP RETAINER TABS 90 DEG TOWARD PIPE TO LOCK WRAP STRIP LAYERS IN POSITION. 5. FILL, VOID OR CAVITY MA TERIALS* - CAULK OR SEALANT - GENEROUS BEAD OF CAULK TO BE APPLIED AROUND THE PERIMETER OF THE STEEL COLLAR (ITEM 4) AT ITS INTERFACE WITH H THE SUBFLOOR (SECONDARY FIRESTOP SYSTEM) AND GYPSUM WALLBOARD CEILING (PRIMARY FIRESTOP SYSTEM). A NOM 114 IN. (6 MM) DIAM BEAD OF CAULK SHALL BE APPLIED AROUND THE PERIMETER OF THE NONMETALLIC PIPE AT ITS INTERFACE WITH THE WRAP STRIP LAYERS. 3M COMPANY- CP 25WB+, IC 15WB+, FIREDAM 150+ CAULK OR FB -3000 WT SEALANT (NOTE: CP 25WB+ NOT SUITABLE FOR USE WITH CPVC PIPES.) 6. FIRESTOP DEVICE* (NOT SHOWN) - AS AN ALTERNATE TO ITEMS 3 AND 4 FOR NOM 1-1/21N., 21N., 3 IN. OR 41N. (36 MM, 51 MM, 76 MM OR 102 MM) MM) DIAM NONMETALLIC PIPES, A FIRESTOP DEVICE CONSISTING OF A SHEET -STEEL SPLIT COLLAR LINED WITH INTUMESCENT MA TERIAL AND PROVIDED WITH STEEL CLIPS FOR ATTACHMENT MAY BE USED. FIRESTOP DEVICE TO BE INSTALLED ON UNDERSIDE OF SUBFLOOR AND AGAINST THE FINISHED GYPSUM WALLBOARD CEILING IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. 3M COMPANY - PPD 150, PPD 200, PPD 300, PPD 400 G *BEARING THE UL CLASSIFICATION MARKING 12 1 IQ I on I 71 I oo IF IE �L IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone Y €EI`€E"E E E 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f i No. PE1040 240 .o TAT F :Qr= ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Through Penetration Details 80131 Project Number: 2013.000 © Copyright 2013 A f% A AI 1 1 3 1 4 1 5 6 7 1 8 1 9 i 10 1 11 1 12 1 13 1 14 1 15 1 16 SYSTEM NO. F -C-2026 May 18, 2005 r MATIAIn 4 "M 17 1 18 1 19 1 20 System No. F -C-1006 April 03, 2007 F Rating - 1 Hr T Ratings - 0 and 1 Hr (see item 2) 21 ILL lc� 'LY mrd DUCTWORK SEE PLANS >B v >B 2 FOR SIZEAND CONT. 2 3 FASTEN DUCT TO SLEEVE WITH "S" SLIP ON TOP & BOTTOM & RETAINING.ANGLE I DRIVE SLIP ON SIDES 3B Q PROVIDE CLEARANCE ON APPLY SEALANT TO JOINT ALL - TOP & SIDES FOR AROUND ON BOTH SIDES FI EXPANSION (1/4" MIN.) 1D FLOOR �� _ a 144ORIZONTAL GUILLOTINE TYPE FIRERATED FLOOR ; FIRE DAMPER WITH UL RATING & STAMP AND FIRE DAMPER ACCESS DOOR. LABEL 165"F FUSIBLE LINK "FIRE DAMPER ACCESS" l GAL VANIZED SLEEVE L - NOTES: I. SLEEVE GAGE: 16 GA. ON DUCT < 36"x24" 14 GA. ON DUCT > 36"x24" 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ! RETAINING ANGLES SHALL BEA MIN.. ! 2"x2"x14 GA. AND SHALL BE SECURED TO GALV. SLEEVE WITH 1/2" WELDS -------- j AT 6" O.C. DO NOT SECURE ANGLES TO FLOOR. PROVIDE ANGLES ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES OF FLOOR. HORIZONTAL FIRE DAMPER NOT TO SCALE UL Design: 3MU/FRD 120-18 Refer to UL design for additional requirements 2 Hour Rated ASTM E 2336-04 and ICC -ES Grease Duct Enclosure Systems (AC 101) 1-112" MAX 10-112" OC 1'-0" I 48" MAX, MAX AREA 2,304 SQ.IN. GREASE DUCT SYSTEM DETAIL NOT TO SCALE MINIMUM 1/2" WIDE .015" THICK STAINLESS TEEL BANDS SECURED WITH MINIMUM i" LONG STAINLESS STEEL CRIMP CLAMPS; SEE UL DESIGN FOR ALTERNATE INSULATION PIN FASTENING METHOD 2 LAYERS OF 1 1/2" THICK 3M COMPANY- FIRE BARRIER DUCT WRAP MODEL 615+, OVERLAP AS SHOWN; SEE UL DESIGN FOR ALTERNATE OVERLAP AND BUTT METHODS 16 GA RECTANGULAR STEEL DUCT 1/2" DIAMETER ALL -THREAD STEEL ROD CONNECTED TO ANGLE WITH NUTS AND WASHERS, INSTALL 60" OC MINIMUM 2"X 2"X 1/4"STEEL ANGLE 1. FLOOR -CEILING ASSEMBLY - THE FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR -CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. JOISTS- NOM 101N. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS' WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. B. FLOORING SYSTEM -LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE' AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. RECTANGULAR CUTOUT IN FLOORING TO ACCOMMODATE THE BATHTUB DRAIN PIPING (ITEM 2) TO BE MAX 6 BY 12 IN. (203 MM BY 305 MM). C. FURRING CHANNELS - RIGID OR RESILIENT GALV STEEL FURRING CHANNELS INSTALLED PERPENDICULAR TO JOISTS. D. GYPSUM BOARD* -NOM 4 FT (122 CM) WIDE BY 5/81N. (16 MM) THICK. WALLBOARD SCREW -ATTACHED TO FURRING CHANNELS AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. TWO PIECES OF GYPSUM WALLBOARD, EACH MIN 41N. (102 MM) LONGER AND WIDER THAN THE CUTOUT IN THE FLOORING, SCREW -ATTACHED TO BOTTOM OF FLOORING CONCENTRIC WITH CUTOUT. DIAM OF OPENING HOLE -SAWED THROUGH BOTH LAYERS OF THE GYPSUM WALLBOARD PATCH TO BE 1/2 IN. TO 5/81N. (13 MM TO 16 MM) LARGER THAN OUTSIDE DIAM OF BATHTUB DRAIN PIPING (ITEM 2). Z DRAIN PIPING - NOM 1-1/2 IN. (38 MM) DIAM SCHEDULE 40 PVC PIPE AND DRAIN FITTINGS CEMENTED TOGETHER AND PROVIDED WITH PVC BATHTUB WASTE/OVERFLOW FITTING. 3. FIRESTOP SYSTEM - THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIALS' - WRAP STRIP - NOM 1/4 IN. (6 MM) THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. (51 MM) WIDE STRIPS. NOM 2IN. (51 MM) WIDE STRIP TIGHTLY -WRAPPED AROUND PVC DRAIN PIPING (FOIL SIDE EXPOSED), SECURED WITH TWO STEEL WIRE TIES, AND SLID INTO HOLE -SAWED OPENING IN GYPSUM WALLBOARD PATCH (ITEM 1D). BOTTOM EDGE OF WRAP STRIP TO PROJECT APPROX 1121N. (13 MM) BELOW BOTTOM SURFACE OF GYPSUM WALLBOARD PATCH. 3M COMPANY- FS -195+ B. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT- NOM 1/4 IN. (6 MM) DIAM BEAD OF CAULK TO BE APPLIED TO PERIMETER OF WRAP STRIP AT ITS EGRESS FROM THE UNDERSIDE OF THE GYPSUM WALLBOARD PATCH. NOM 1/4 IN. (6 MM) THICKNESS OF CAULK TO BEAPPLIED TO THE EXPOSED EDGE OF THE WRAP STRIP LAYER AND TO FILL ALL GAPS BETWEEN THE WRAP STRIP LAYER AND THE TEE OF THE DRAIN FITTING ON THE TOP SURFACE OF THE GYPSUM WALLBOARD PATCH. 3M COMPANY- CP 25WB+, IC 15 WB+, FIREDAM 150+ CAULK OR FB -3000 WT SEALANT `BEARING THE UL CLASSIFICATION MARKING APPLY SEALANT TO JOINT ALL AROUND ON BOTH SIDES OF WALL MOUNTING ANGLES FASTEN DUCT TO SLEEVE WITH "S" SLIP ON TOP & BOTTOM & DRIVE SLIP ON SIDES DUCTWORK: SEE PLANS FOR SIZE AND CONT. ACTUATOR TO BE M ON OUTSIDE OF DAMPER SLEEVE ON ACCESSIBLE SIDE. ACTUATOR SHALL NOT INTERFERE W/ "S" JOINT. ACTUATOR FIRE RATED WALL PROVIDE CLEARANCE ON TOP & SIDES FOR EXPANSION (1/8" PER FOOT BOTH DIRECTIONS) GAL VANIZED SLEEVE FIRE DAMPER ACCESS DOOR. LABEL "FIRE DAMPER ACCESS" ASSEMBLY TO BE U.L. LISTED BREAKAWAYJOINT i s U.L. (555S) LABELED 165°F FUSIBLE LINK FIREISMOKE DAMPER, SECURE TO SLEEVE NOTES: 1. SLEEVE GAGE: 16 GA. ON DUCT < 36"x24" 14 GA. ON DUCT > 36"x24" 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. RETAINING ANGLES SHALL BEA MIN. 2x2"x14 GA. AND SHALL BE SECURED TO GALV. SLEEVE WITH 1/2" WELDS AT 6" O.C. DO NOT �® SECURE ANGLES TO WALL. PROVIDE ANGLES ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES OF WALL. FIRE/SMOKE DAMPER DETAIL NOT TO SCALE APPLY SEALANT TO JOINT ALL AROUND ON BOTH SIDES OF WALL RETAINING ANGLE DUCTWORK: SEE PLANS \� FOR SIZE AND CONT. FIRE RATED WALL PROVIDE CLEARANCE ON TOP & SIDES FOR EXPANSION (1/4" MIN.) GAL VANIZED SLEEVE FIRE DAMPER ACCESS DOOR. LABEL "FIRE DAMPER ACCESS" VERTICAL GUILLOTINE TYPE FIRE FASTEN DUCT TO SLEEVE WITH DAMPER WITH UL RATING & 'S' SLIP ON TOP &BOTTOM & STAMP AND DRIVE SLIP ON SIDES 165°F FUSIBLE LINK BREAK AWAY JOINT NOTES: 1. SLEEVE GAGE: 16 GA. ON DUCT < 36x24" 14 GA. ON DUCT > 36"x241, 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. RETAINING ANGLES SHALL BEA MIN, 2"x2'xl4 GA. AND SHALL BE SECURED TO GALV. SLEEVE WITH 1/2" WELDS AT 6"0. C. DO NOT SECURE ANGLES TO WALL. PROVIDE ANGLES ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES OF WALL. VERTICAL FIRE DAMPER NOT TO SCALE 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE RA TED WOOD JOIST, WOOD TRUSS OR COMBINATION WOOD AND STEEL TRUSS FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L500 -SERIFS DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW: A. JOISTS OR TRUSSES - NOM 2 BY 10 IN. (51 BY 254 MM) LUMBER JOISTS, MIN 12 IN. (305 MM) !JEEP PARALLEL CHORD TRUSSES FABRICATED FROM NOM 2 BY 4 IN, (51 BY 102 MM) LUMBER IN CONJUNCTION WITH GALV STEEL TRUSS PLATES OR STRUCTURAL, WOOD MEMBERS* WITH BRIDGING AS REQUIRED. B. FLOORING - NOM 3/4 IN. (19 MM) THICK PLYWOOD FLOORING WITH OR WI THOUT FtOOP. TOPPING MIXTURE* DIAM OF CIRCULAR CUTOUTS IS 1/4 TO 112 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. C. FURRING CHANNELS - RIGID OR RESILIENT GALV STEEL FURRING CHANNELS INSTALLED PERPFNDICULAR TO BOTTOM CHORD OF TRUSSES. D. GYPSUM BOARD* - NOM 4 FT (1.2 M) WIDE BY 5/8 IN. (16 MM) THICK, SCREW -ATTACHED TO FURRING CHANNELS. DIAM OF CIRCULAR, CUTOUTS IS 1/4 T0112 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. 1.1 CHASE WALL (OPTIONAL, NOW SHOWN) - THE THROUGH PENETRANTS (ITEM NO. 2) MAY BE ROUTED THROUGH A 1 HR FIRE -RA TED SINGLE, DOUBLE OR STAGGERED WOOD STUDIGYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - NOM 2 BY 61N. (51 BY 152 MM) OR DOUBLE NOM 2 BY 41N. (51 BY 102 MM) LUMBER STUDS, B. SOLE PLATE - NOM 2 BY 6 IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF CIRCULAR CUTOUTS IS 1/4 TO 1/2 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 61N. (51 BY 152 MM) OR TWO SETS OF PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF CIRCULAR CUTOUTS IS 1/4 TO 112 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. D. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. THROUGH PENETRANT - NOM 10 IN. (254 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE OR CAST IRON PIPE, NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL CONDUIT OR STEEL EMT OR NOM 3 IN. (76 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. PIPE TO BE INSTALLED APPROX MIDWAY BETWEEN JOISTS OR TRUSSES AND CENTERED IN CIRCULAR CUTOUTS. ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 1181N, (3 MM) TO MAX 1/4 IN. (6 MM). PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR -CEILING ASSEMBLY. T RATING IS 1 HR FOR NOM 41N. (102 MM) DIAM (OR SMALLER) PENETRANTS, T RATING IS 0 HR FOR ALL PENETRANTS GREATER THAN NOM 4 IN. (102 MM) DIAM. 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 3/4 IN. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, HUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE. MIN 518 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. AN ADDITIONAL MIN 1/4 IN. (6 MM) CROWN OF FILL MATERIAL APPLIED TO PERIMETER OF PENETRANT AT ITS EGRESS FROM THE TOP OF FLOORING AND UNDERSIDE OF CEILING OR FROM TOP OF SOLE PLATE AND UNDERSIDE OF TOP PLATE. 3M COMPANY - CP 25WB+ OR FB -3000 WT *BEARING THE UL CLASSIFICATION MARKING Svstem No. F -C-7022 IP IL IK IJ IH IF -© 1C A SECTION A -A D 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR -CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR -CEILING ASSEMBLYARE SUMMARIZED BELOW.. A. FLOORING SYSTEM - LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IS 111N. (279 MM). B. WOOD JOISTS - NOM 101N. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERSWITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. C. GYPSUM BOARD* - NOM 4 FT. (122 CM) WIDE BY 5/8 IN. (16 MM) THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IS 111N. (279 MM). 2. STEEL DUCT - NOM 101N. (254 MM) (OR SMALLER) NO. 28 GAUGE (OR HEAVIER) STEEL DUCT OR NOM 5 IN. (127 MM) (OR SMALLER) NO. 30 GAUGE (OR HEAVIER) STEEL DUCT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING. THE ANNULAR SPACE BETWEEN DUCT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO MAX 25 MM). DUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. C 3. FILL, VOID OR CAVITY MATERIALS' - CAULK OR SEALANT - MIN 3/4 IN. (19 MM) THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR. MIN 518 IN. (16 MM) THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED AT POINT CONTACT LOCATIONS AT DUCTIFLOOR INTERFACE ON TOP SURFACE OF FLOOR AND AT DUCTICEILING INTERFACE. 3M COMPANY - CP 25WB+, IC 15WB+ CAULK OR FB -3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARKING O 1 Z I A I r I R 1 7 1 R I Q I 1n1 1 11 1 10 1 1'l I 1d 1 11; 1F 17 1A 10 Oil 01 77 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plea Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 €E[E 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p /816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p /317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ``��. V. PE4 'I," 4O� Oy No. PE1040 240 TAT F:�= ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Through Penetration Details 80032 Project Number: 2013.000 ©Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 AI 31 IR IQ IP IN IM mmcamwamaocv-n�emmmmrn�.mo�.�,avrsrnmat, k gym.-.��wvc: amc.�-.ems ���r�� : . _ - - �macacrow� m�mm�m �ncmmmmars ;.. :. _._._ _.* d IG �sOVERALL FIRST FLOOR PLAN Z A F t^ 7 f2 Q in 1;, ir^ 17 1A is 9d IE —1 A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone ear 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\\\„Ililiili)Ii ,• ,�i?' �G�sr • oy No. PE10403IF 0 ;.o AT 'w4r %�0, Milli 1 0 ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor 81010 Project Number: 2013.037 © Copyright 2013 GENERAL, HVAC NOTES 1. PRO VIDE 5LEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO E THROUGH PENETRATION DETAILS. 2. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE ,SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. ,M. g - k , - _ `� 3. MAXIMUM FLX'!BLE DJC LENGTH SHALL BE 5' 4. ANY POWER FOR CONTROL S`'STEMS TO BE PROVIDED BY THE y ELECTRICAL CONTRACTOR !S !NDIUATED ON THE ELECTRICAL PLANS. ANY ADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. K 5, THE CONTRACT, R SHALL COORDINATE THE ROUTING OF DUCTWORK b •.. ; ANDPIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES ANLL/OR OTHER STRUCTURE, THE MECHANICAL CONTRACTOR IS RESPONSIBLc FOR PP0V!Dt:NG ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOR DUCTKIORK AND PIPING AS NEEDED TO INSTALL THE { HVAC AND PLUMBING SYSTEMS W THIN THE STRUCTURE, AND - ® MAINTAINING THE DESIGN AS SHOWN, 6 PROVIDE RETURN800 TIAL,' CEILING GRILLES IN RETURN AIR aNS.HEET 86 03. PLENUM REFER TODET 7 PROVIDE ACCESS DOORS INDUCTS AHEAD OF ALL FIRE ANDIOR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQtTRIED) WITH ARCHITECT. I 8, REFER TO AR,CHITCCTL' t+L FLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS - - SHOWN ABOVE CEILING HEIGHTS 9. MATERIAL. S EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON COMBUSTIBLE OR SHALL HAVE AFLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEV ELOPED !NDEX LESS THAN 50. 10. SOME ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. REFER TO ARCHITECTURALPLANS FOR REFERENCE TO ROOM NAMES NOT SHOWN. 11. LOCATE ALL COMMON AREA THERMOSTATS AND TEMPERATURE ' SENSORS WITHIN 6" OF WALL OPENING OR CORNER TO AVOID CONFLICTS WITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC ryI LOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT. -� 12. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" CONCRETE HOUSEKEEPING PAD. .�1 13. PROVIDE ALL THERMOSTATS WITH A LOCKABLE COVER. mmcamwamaocv-n�emmmmrn�.mo�.�,avrsrnmat, k gym.-.��wvc: amc.�-.ems ���r�� : . _ - - �macacrow� m�mm�m �ncmmmmars ;.. :. _._._ _.* d IG �sOVERALL FIRST FLOOR PLAN Z A F t^ 7 f2 Q in 1;, ir^ 17 1A is 9d IE —1 A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone ear 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\\\„Ililiili)Ii ,• ,�i?' �G�sr • oy No. PE10403IF 0 ;.o AT 'w4r %�0, Milli 1 0 ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor 81010 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 3I 01 FIRST FLOOR - AREA A2 SCALE: 1/8" = V-0" 16 1 17 1 18 1 19 1 2U 1 21 1 LL Iw I`T KEYED NOTES - AREA PLANS GENERAL HVAC NOTES OCONNECT REFRIGERANT PIPING TO HP -1 LOCATED ON ROOF. ROUTE 1: PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. PENETRATIONS ROUTED I-HROUGH FIRE -RATED WALLS. REFER TO R THROUGH PENETRATION OFTAIL:S. OCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE 2. ROUND BRANCH DUCT RUNOUTS ANDFLEXIBLE DUCT SHALL BE THE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". O6" POSTIVE PRESSURE DOUBLE WALL, INSULA TEV BOILER FLUE WITH AL29C 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT OAP, ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED r8"DOUBLE 8U N T TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. Al WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL 5• Ts�E r 'aNTRAC TOF' SHALL COORDINATE THE ROUTING OF DUCTWORK ACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND AND PIPING VVVIT, I THE POSITICIN AND LAYOUT OF THE TRUSSES INATE WITH ELECTRICAL ONT ACT . AND/OR OTHER STRUCTUPE". 'I:.fEMECHANICAL CONTRACTOR (S Q RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES O6 4' ER NT UP TO OF JACK. AND DROPS FOR DUCTWORKAND PIPING AS NEEDED TO INSTALL THE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND `. r CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON MAINTAINING THE DESIGN AS SHOWN. ri00F. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION, b, PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR P1 NI,IM, REFER TO DETAIL ON SHEET 86.11. RETURN AIR ACCESS PANEL. PR(')VIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKt' DA�LIPEI S, CC_ -ORDINATE LOCATIONS OFACCESS PANELS IN D / 30'x10" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN. CEILINGS (A$ REr�URIFO) WITH ARCHITECT. 8, REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. 10 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS SENSOR. SHOWN ABOVE CEILING HEIGHTS. P 9, MATERIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON TRANSFER DUCT ABOVE CEILING. COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEVELOPED INDEX LESS THAN 50. 12 WALL CAP. i 0.. 5OME Room NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN, REFER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM '?34 10'x8" LINED TRANSFER DUCT. NAMES NOT SHOWN. 1I,LOCATEALL "CMMONAPEA THERMOSTATS AND TEMPERATURE 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. SENSORS WITHIN 8" OP WALL OPENING OR CORNER TO AVOID CONFLICTS WITH t,\/T_R/op FURNISHINGS. PROVIDE THERMOPLASTIC i5 DOWN DRAFT VENT UP. LOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IL APARTMENTS. 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. 12, PROVIDE ALL GROUND AND FLOOR UNT EQ ENT WITH 3-1/2" N A 13. ANY EXPOSFO PIPING SH LL BE PAINTED TO MATCH rHE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. -1 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN x TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-0" FROM EXHAUST FIRST FLOOR - AREA Al SCALE: 1/8" = V-0" q d F 7 A Q 1n 11 iq 1A iG is 17 1A 10 ')^ IN IL IK IG IF IE IC IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone _�` 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �\ V. PEgq S �k.�G\ST"' No. PE1040340 -o AT F ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor - Area Al &A2 81ol Project Number: 2013.037 © Copyright 2013 A A ' c 1 3 14 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 ze <� ` 31 GENERAL MVAC NOTES R 1. PROVIDE $LEAVE AND FARE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED tHROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. 2. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. Q ANYAODITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED T; j F+,4 VE A F>1LLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE - EE MECHANICAL C C?t�'TRAGTOR OR SUBS. 5. THE CONTRACTORORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES 30" 30x 311x4" C 275 CFM AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS 24"x4" 200 C ? "� _ 2 ;k RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES �� A e ul ;,E AND DROPS FOR DUCTWORKAND PIPING AS NEEDED TO INSTALL THE l ul HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND u, 2424 xFMfl4�'h'TAiNING THE DESIGN AS SHOWN. 24'X4" 100 CFM 30 x4 D BRARv CORi GJR g� _ ._ p r p:. 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR ��. FC 387 c 3 >� PLEIyLIM, REFER TO DETAIL ON SHEET 86.11. a............F31STRo v F6iCjViDE AGGE S DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR P N ____.. - - CII$ SMOKE" DAMPERS. COOPDINATE LOCATIONS OFACCESS PANELS IN 1_ CEILINGS AS REQUFIEb) WITS! ARCHITECT. 8. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS I i Sf-IOWN ABOVE CEILING HEIGHTS. A,IA rERIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON I c I3- (r�hgBr,.S 7BLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 11 24 "x4" C 200 CFM _ SS AN 50 Li ANL 4 5. KE V D E ^ 36"x4 5 10. SOME X70 OM WOES ARE NOTSHOWNFOR PURPOSE OF CLARIFYING „ �� N 2 E PLAN. REFFR OARCHITECTURAL PLANS FOR REFERENCE TO ROOM MES NOT SHOWN.IN 11. OCA TE ALL COMMON AREA THERMOSTATS AND TEMPERATURE __._. _.�.. .-._._. tSENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID 12'x8" E C C,,NFLICTS WITH INTERIOR FURNISHINGS, PROVIDE THERMOPLASTIC 18'X8' i L 7n rnI(> OVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT 1�t �. C x a I ; IN IL AF'Atl 1 Iy ENT S. v 12, PROVIDE ALL GROUND, AND FLOOR UNT EQ ENT WITH 3 i/2" zil24"x4" i75CFM A �� 24`x4" 20D CFM i �� I C 13.ANY EXI�O�EL r�IF-AG S' LL BE PAINTED TO MATCH HE 20"x2� iv1 2 F GRallo BACKGROUND. CON !>~ 1 COLORS WITH ARCHITECTURAL PLANS. p 2 PARLOR 6 x4 F F S 6 i -'� PRvaIE / ...W_ _.._.�... DiNiv� � I i � M M ' 10 x20" E 1 24'X2" 0 100 CFM LLE ',TO KEYED NOTES - AREA PLANS ' FS ELEa c E r 30 x20" 24'X4" f 24x4" E 11 CONNECT REFRIGERANT PIPING TO HP 1 LOCATED ON ROOF. ROUTE 2 ® 20x18" E € ; CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. x= E _I ROUTE � , 24'X2" O 100 CFM Ill �2�, CONNECT REFRIGERANT PIPING TO HP 2 LOCATED ON ROOF o CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. a� o ` { 2 3 6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C 26"x6" 26"xB"o LINER, ROUTE LP AND OUT THROUGH ROOF. PROVIDE VENT CAP. R _ _. 36"x4" E 4,_ E - - T 6" VC RU- 16'X6" e , - - 8„D 8 0 CFM _. _.....W - € W.V E O5 O q yP FLUE VENT THROUGH ROOF. MECHANICAL 36 x�FM C 6 c ; ¢ # CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND MD � � 16'x12' R E - k ` - __ COORDINATE WITH ELECTRICAL ONT ACT .__. t I� I1 –- — EH f 4' ER NT UP TO OF JACK. 24"X2”FM ' N E' 1 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ���� u 0 4 2400 CFM' ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. K - F 3 RETURN AIR ACCESS PANEL. �v i I j v _ 9 f ,30'X 10•' TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN. _ _ _ i' _ _ _ _ a_ OBBY Ts \\ Cie 70 CO2 SENSOF. TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE a _ v SENSOR. v E 16"X6" 11 TRANSFER DUG7"ABOVE CEILING. mp, N �v (' Ln 12"x6" G150 CFMWALL CAP.O _� ., 10 13 10"x8°'LINED TRANSFER DUCT. - F 8�FM �.. 14 EXHAUST !TENT FOR DOWN DRAFT RANGE.. `� 15 DOWN DRAFT VENT UP. s E - ✓/ t 1 .T E 8110 5 CF16•X 16" BYPASS DUCT WITH CONTROL DAMPER. 4 � RECEP? ON 26'X6" 26"X8" ��� czo ? i r [ �' t i oF��rj eo"TDO 6" OU AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF X-0" FROM EXHAUST F 9 11 7 1Z 1 d I r, I F 1 7 1 R I g I 1n1 I 11 1 19 1 1_1 I id I iF 1 iF 1 17 1 if2 I iQ IG IF IE IC IC s•[•s�a'�s��la���sy� r ss °, r�����-�:� � �'`.;�y ' Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 [€ s 816 421 8200 phone €�I�III(E816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f G1ST No. ' PE10403 0 A -o T F ;,/off.• � P•... ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor - Area B Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 31 3I 41 01 KEYED NOTES - AREA PLANS O1 CONNECT REFRIGERANT PIPING TO HP -1 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. OCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. C`6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. 6'.PVCMBU�T!ONF'r^ INTAKE Pli !N a O5 8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL CONTRACTOR. 0 4' DRYER VENT UP TO ROOF JACK. ""`' O7 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. ORETURN AIR ACCESS PANEL. O30"x10" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN, i0 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. 11 TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. 13 10"x8" LINED TRANSFER DUCT. b14 EXHAUST VENT FOR DOWN DRAFT RANGE.. 0-11"DOWN DRAFT VENT UP. 16 18"06" BYPASS DUCT WITH CONTROL DAMPER. 1a�7 R"Cl1AAMEr?�14L D,u VcNT 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-0" FROM EXHAUST , OUTLETS. GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. 2, 130UND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'0" ' '0". 4. AtFiy POWER FC?R „C.(,,NTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR I:S INDICATED ON THE ELECTRICAL PLANS. ANY ADDITIONAL "LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RE.SPONSOLE FOR. PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES ANG ORK)P.S FOR DUCTWORKAND PIPING AS NEEDED TO INSTALL THE HVAC ANI) PI_UApBfNG SYS T EMS WITHIN THE STRUCTURE, AND ,v1AINI-AINING 7Hf OPSIGN.A,S SHOWN. 6. PROVIDE RETURN AIR BOOT ON ALL. CEILING GRILLES IN RETURN AIR PLENUM. REFER TO DETAIL ON SHEET 86.11. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAV OF ALL FIRE AND/OR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURIED) WITH ARCHITECT. 3. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. CCJC?RL /I4 TE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS SHOWN ABC>VE Or -11 IND HEIGHTS. 9, MATEFgiALS EXPOSt D WITHIN RETURN A/R PLENUMS SHALL BE NON COMOUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A ,SMOKE DEV EL G'PED INDEX LESS THAN 50. 10. SOME ROOM NAMES ARE NOTI SHOWN FOR PURPOSE OF CLARIFYING PLAN, REFER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM NAMES NOT SHOWN. 11: LOCATE ALL COMMON AREA THERMOSTATS AND TEMPERATURE SENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID CC)N LI;'T$ WITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC LOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IL AP4RTMEN S. 12. PROVIDE ALL GROUND AND FLOOR MQUNTFO EQUIPMENT WITH 3-1/2" u0%��CREIF.IiCi�`iErtEEt�Irrr.}s��� ,..:. 13. ANY EXPOSED PIPING SHALL BE PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. FIRST FLOOR - AREA C1 SCALE: 1/8" = V-0" 9 1 q I d I R I F 1 7 1 'q I G I 1n I 11 1 19 1 iq I id I 1,; I iR 1 17 T in 7 10 1)A IR IQ IP IN I IU IL IK Iu 11 - IG IF IE IC IC 18 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 el FE 816 421 8200 phone 816 421 1262 fax m design with insight. Com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ��Ahlltlllllll/,, � PSG No.9F0 °y ; PE10403 0 AT F ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor - Area C 1 810 13 Project Number: 2013.037 © Copyright 2013 l ' 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U AI orI 31 KEYED NOTES - AREA PLANS OCONNECT REFRIGERANT PIPING TO HP -I LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. DCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE aa�-// CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. O6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITHAL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. 6" VC BU N T O 8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL QONT ACT O6 4' ER UP TO OF JACK. >' O7 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. !8 RETURN AIR ACCESS PANEL. <:9>30'x10" TRANSFER DUCT TO PROVIDE MAKEUP AIR TO THE KITCHEN. 10 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE ,SENSOR. 11 TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. 13 1O'x8" LINED TRANSFER DUCT. 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. i5 DOWN DRAFT VENT UP. 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'0" FROM EXHAUST nn AA 1 21 1 LL I r- %J I �� GENERAL HVAC NOTES 1, PROVIDE SLEAVEAND FIRE SEAL ALL DUCTWORKAND PIPING PENETRATIQNS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. ROUND 6R.4NrCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF olFFLI rR NECK UNLESS NOTED OTHERWISE. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-O"- 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. Tile Cr N rr A ..C,TOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPNW-, W%T; ( THE POSITION AND LAYOUT OF THE TRUSSES ANDiQf? OT!iE,,-t S i RUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOR DUC'i VQRK AND PIPING AS NEEDED TO INSTALL THE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND MAINTAINING THE DESIGN AS SHOWN. 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR PLENUM. REFER TO DETAIL ON SHEET 86.11. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMO KE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REGI `RIED) WITHARCHITECT. 8. REF_FR TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL ✓'IORK WITH OTHER TRADES TO INSTALL SYSTEMS SHOWN ABOVE CEILING HEIGHTS, 8. MATERIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEVELOPED INDEX LESS THAN 50. St?#E ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. RFFFR TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM NAME` NOT SHOWN, I t.COCATI^ AaLL COMMON AREA THERMOSTATS AND TEMPERATURE SENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID CONFLICTS WITH INTFRiOR FURNISHINGS. PROVIDE THERMOPLASTIC LOCKING COVERS ON ISEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN lL APARTMENTS. i2. PROVIDE ALL GROUND AND FLOOR LINT EQ ENT WITH 3-1/2" 13 ANY rXPFlPING SH LL BE PAINTED TO MATCH HE BACKGROUNI?. COh'FIRha COLORS WITH ARCHITECTURAL PLANS. I IN ay I I�vv� ■ — �� i�� v� Q5) SCALE: 118" = 1'-0" f) I a I A I r I F 1 7 1 A I A I 1I1 1 11 1 10 1 14 I id I iF I iR 1 17 1 1A I la 7A IR IQ IP IN IM IL IK V IG IF IE IE IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 FSE i 816 421 8200 phone 'i 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �0 V. PEgR \\�t. %STiE`4 No. PE10403 0 AT IF ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - First Floor - Area C2 81014 Project Number: 2013.037 © Copyright 2013 31 3i 01 -11 31 AA 14 b 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 c_ -r IR IQ IP IN IM GENERAL HVAC NOTES i. PROVIDE SLEA VE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRA TIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO L J THROUGr- pE-iNaTR ATIONDETAILS. DROUND 8RANChDUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE N,�: SAMESIZE- OF DIFFUSER NECK UNLESS NOTED OTHERWISE. �i. MAXIMUM FLEXIBLE DLC 71 L I�NG TH SHALL BE 5'-0" ri -T 7 n 4. ANY POW6R FOR CONTROL SYSTEMS TO BE PROVIDED BY THE CAL PLANS ELECTRICAL, CONTRACT RIS INDICATED ON THE C�Lat, ANY ADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED To HAVE A FULLY FUNCTIONWO -SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SOBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND, PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES ANDIOR OTHER STRUCTURE THE MECHANICAL CONTRACTOR IS K RESPONSIBLE FOR P.ROVID ' YNG ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOR DUCTWORK AND PIPING AS NEEDED TO INSTALL THE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND MAINTAINING THE DESIGN AS SHOWN, 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR PLENUM, REFER TO DETAIL ON SHEET 86.03. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN -1 ARCHITECT. CEILINGS (AS REQURIED) W I r 8. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS 0-nl—i A Dntla ran I-IfZIC-'WTQ 7 A Q in 1A iti I r, 17 1A iQ Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weilhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f "\00�0111H)IIII 'V* ... PP4 9k No. PE104030 P A -0 T 40- ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Second Floor 8 1020 Project Number: 2013.037 @ Copyright 2013 AI ,II 31 31 z 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 SECOND FLOOR - AREA A2 SCALE: 1/8" = V-0" 17 1 18 1 19 1 20 KEYED NOTES - AREA PLANS CONNECT REFRIGERANT PIPING TO HP -1 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAW LOCATION. DCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. 6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. 6" VC BU T O8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL (ONT ACM O4' ER NT UP TO O ACK. O7 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION, (D RETURN AIR ACCESS PANEL. O30'x l0" TRANSFER DUCT TO PROVIDE MAKEUP AIR TO THE KITCHEN. i0 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. 11 TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. i3 10'x8" LINED TRANSFER DUCT. 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. 15 DOWN DRAFT VENT UP. 16 16'x 16" BYPASS DUCT WITH CONTROL DAMPER. i8 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF X -O" FROM EXHAUST n 1 21 1 ee I GJ I c -r GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS, 41, ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. 3, MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". 4, .ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE r LLC:T RIGAL CoNrRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYAVrv`MONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE: A FULL :FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOR DUCTWORK AND PIPING AS NEEDED TO INSTALL THE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND MAINTAINING THE DESIGN AS SHOWN. 6, A.F Q',11DE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR PLS NUM. PE- ER TO DETAIL ON SHEET 86.11. 7. PRGVIDE A ,:r --SS I)OCORS W DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. CC' LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURIED) WI i H ARCHITECT. 8. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS SHOWN ABOVE CEILING HEIGHTS. 9: ,M.ATER/ALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON CFMBUST/BLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEVELOPED INDEX LESS THAN 50. 10, 50MC- R00.M ,^JAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN, R FER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM NAMES NOT .SHQWN. 11. LOCATE ALL COMMON AREA THERMOSTATS AND TEMPERATURE SENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID CONFLICTS WITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC LOOKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IL APARTMENTS. 12, PROVIDE ALL GROUND AND FLOOR UNT EQ ENT WITH 3-1/2" 1.3. ANY EXPOSED P!PIN(a SH LL BE PAINTED TO MATCH IHE BACKGROUND. CONIF/ &I COLORS WITH ARCHITECTURAL PLANS. SECOND FLOOR - AREA Al SCALE: 1/8" = V-0" A F 7 1; 14 1F, iR 17 1A 1A 23 24 IR IQ IP IN IL IK IH IG IF IE IC 16 Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 3ja3,. 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �O%STe - No. PE10403, 0 ; oo AT IF %?'off., • H P.. ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Second Floor - Area Al & A2 81021 Project Number: 2013.037 © Copyright 2013 I nn c 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1ZU [� cc GJ 3 GENERAL HVAC NOTES R 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. 2. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTH/CAt c;.;),�'T R.ACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANY ADDITIONAL L 1NE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE Q MECHANICAL CONTRACTOR OR SUBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES AND OROPS FOR DUCTWORKAND PIPING AS NEEDED TO INSTALL THE tIVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND MAIN" CTHE DESIGN AS SHOWN. - ---___ _-.- _ 5 PROVIDEBOOT ONALL NG GRILLES IN RETURN A!R DET I ON SHEET 86EFERT(- 7PROVIDE ACCESS DOOR$ IN DUCTS AHEAD OF ALL FIREAND/OR E ( s :- SMOKE DAMPERS. COORL)If4ATE LOCATIONS OF ACCESS PANELS IN P , ..: way w x 42'x18, : ` .Z._ CEILINGS (AS REQURIED) WITH ARCHITECT. _ n RI FER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. t teQOh WA TE A WITH OTHER TRADES TO INSTALL SYSTEMS O "i SHOWN ABOVE CE G HEIGHTS. 0: !4?AT RIAL,' EKPOSSED WITHIN RETURN AIR PLENUMS SHALL BE NON t ` C; M U TI E O1 L H V ME SPREAD INDEX LESS THAN 25 s ; _ , r AN(3 A SMOK D VEHQ E� XIDEX LESS THAN 50. 10, SOME ROOM NAME -5 ARE NOTSHOWN FOR PURPOSE OF CLARIFYING ..._ __,__.________._._.__._._ _. FLAN. REFER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM _...`..,...... PH R3 I; NAMES NOT SHOWN. A COMMON AREA THERMOSTATS AND TEMPERATURE 1.kOCATE ALL OMM NA N 0"x20" jEt V�QpS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID is a.. UN r _ ' ONFI ICTS 4uITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC i vOVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT O(, s4 cress NLL ` zoc ,. L N,r C J 3 !NIL APARTMENTS, 12. PROVIDE ALL GR.CUI'JD AND FLOOR l� QUNTFD EQUIPMENT WITH 3 1/2" E - �, t ....,, �._-- i E cae:/�}�,1/�q✓= f ) !4 X"}T }meq ),.��� -�.? 1^ .• , dNo Iy; 4.!"( S -i' e ALi;� " .o �� r 13. ANY EXPOSED PIPING SHALL BE PAINTED TO MATCH THE -ORS WITH ARCHITECTURAL PLANSB BACKGROUND. CONFIRM C?L A PHP -41$ . 1 zE r i M I t � P1:1 PH P1� 3 ' �CEE� NOTES - AREA PLANS _? f. N E' GERAI�'T PING HP -1 LOCATED ON ROOF. ROUTE [ € ' F sz��` CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. .......... � - CONNECT REFRIGERANT PIPING TO HP 2 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. € 30'x20 ;[ _ �i" PQSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH At29C PROVIDE VENT EAP. fTf EE LINER. ROUTE UP AND OUT THROUGH ROOF. L .............. . . e...-_-___-__ 4 6.• ' .fgU"I�td filr r.I,NTAPKE: !PIN � 0'x24" 20'x18" i V, , • `" \ , ;, .' 5 8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL � -- _ —____ �iI' -- 3 CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND .. __,_ _................ ._,.,_. _.:F.S__.._,_._.............._...-_ ... :. , ;,.......F F F ELECTRICAL ONTRACTOR. COORDINATE WITH ELEC C L � . `., MD 16'x8" JJJJJ `\ E t lid .:.. ... 4' DRYERfVENT UP TO HOOF JACK. �., ( i fI PHP 1 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON __ � ------._.. E 1 CFM n� ACCEPTABLE DRAIN LOCATION. ROOF. RQUT� .> ONDENSATE DRAIN TO AN ACCE T RA O i —30"x4 250 C E . _ -- 3[f qi _. R ETURN AIR ACCESSCES PANEL. �t i SKv LuOCN^E NNvx � '--' 1i A[ 30'xIO" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN. 24"x2" 150 CFM cz y (I - 10 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR, x. A E I f 11 TRANSFER DUCT ABOVE CEILING. `. .. 36"X4" l ; . 12 WALL CAP, E m" IA N LI HALL �. h 13 10'x8' LINED TRANSFER DUCT a - —E_...... s - — _ _ _ — _ 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. 0FG1AW � i t z i5 DOWN DRAFT VENT UP, pp¢ S _._.___-- - `............15_._.,� 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. �,. 24"x2" i00 CFM 't R 36" 4" E C 3 e 17 iI" COMh4Ew CdA t>�, rti1T :. 3 20 x6' 14 3�i1 E 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN i _ ,� TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3' 0"FROM EXHAUST GReeu HOUSE F c2i8 26'x8" ����, E: E _ ;I 31 f) I Q I A I >; I R 1 7 1 R I Q I in 1 11 1 1' I 1q I id I iF I iR 1 17 1 iR I 1Q (G IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte I Kansas City, MO 64105 �FFE E E 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f G\STE9 • S° PE10408 0 AT F ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 A ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Second Floor - Areas B ■ Project Number: 2013.037 © Copyright 2013 I 01 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 « I `0 EF -5 £ 12'x8" . t £ '-: t \\ , I.� E ...._E E F I .`3 ' � : PHP -1 I ; PHP -1 l E `a`..:;i F L d� F 1 F wm F 3. u..._... .. ._ ._...... a1. ? __.W_... .� i _... _._._F a_...... ......._._. .;i � a ..... PHP -0— l- PHP -2 PHP -1 F _3 i i E ORR DOOR _ .. C?cC E�Z E .. 4 i 9 3 ___ _____ n 254 DI 31 LN - F 755 SECOND FLOOR - AREA C1 SCALE: 1/8” = V-0" KEYED NOTES - AREA PLANS OCONNECT REFRIGERANT PIPING TO HP -I LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. 2 CONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF ROUT CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. 6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH Al 20C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. n:6".PVC (`n,MBUSTtQNRIR,!NTAKF P,'Pff i _ �. . (D8 DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL CONTRACTOR. 4' ORYER VtNT UP TO i460F JACK. O7 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. O8 RETURN AIR ACCESS PANEL. 30'x10" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN, 1 p CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. 11 TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. 13 10'x8" LINED TRANSFER DUCT. i4 EXHAUST VENT FOR DOWN DRAFT RANGE.. 15 DOWN DRAFT VENT UP. 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. 1 8 v MM1,IE ,I�! 1. RYF,-f VENT 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-O" FROM EXHAUST nim FTC �F t. mm .. M �F PHP -1 PHP -1 CORRIDOR c221 F B T 1 251 PHP -1 PHRI i � PHP•1 3 i��-'- _E E.__ , E.._ PHP -1 PHP -2 E E E t i L'� T - £ i � ~ M A GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. a ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. y, ,4AA.XIAfUfvf FL EXIBLE DUCT LENGTH SHALL BE FO ". 4- ArIY POWER Nt_7R CONTROL SYSTEMS TO BE PROVIDED BY THE F(, 4:CTF1(r,AL C:ONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYAODITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS, 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS: TURNS, RISES ANL? y BOPS FOR DUCTWORKAND PIPING AS NEEDED TO INSTALL THE /-IVAU ANO PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND M,AINTAINWO THE DESIGN AS SHOWN. 6. PROVIDE RETU N AIF? BOOT ON ALL CEILING GRILLES IN RETURN AIR PLENUM. REFER TO DETAIL ON SHEET 86.11. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURIED) WITH ARCHITECT. 8. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS SHOWN AL30VE CEILING HEIGHTS. 3. MATCRIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON GOM6UaT!8LE OR :HALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A $MOKE DEVELOPE-D INDEX LESS THAN 50. 1C). SOME ROOM NAMES ARL" NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. REFER TO ARC HIT,,! IAL PLANS FOR REFERENCE TO ROOM NAMES NOT SHOWN. 11, LOCATE ALL COMMON AREA THEPMOST,ATS AND TEMPERATURE SENIORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID CONFLIC'n5 WITH INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC LOCKIN x COVEPS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN ll.. APARTMENTS: 12. PRvt>IGEALLGROUND AND FLOOR MQUNTFP EQUIPMENT WITH 3-1/2" r 13.ANY EXPOSED PIPIN03 SHAD BE PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS , UNIT D 249 PHP -1 UNI- C B'YD_„/'1200 CFM IR IQ IP IN IL IK IG IF IE q "EARS()N KEN t SR SAUL NIMNE ....,. 92.2400 MCKINLEY RAA. 7 ENGINEERS: Jl.d ^, E . OV h - N0,) PARKKS LLC Gb2;. A 1 d F 7 R 9 10 11 12 iR 14 15 if 17 1A 19 20 21 22 23 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte Kansas City, MO 64105 i EI IIE E 816 421 8200 phone RIM �F 816 421 1262 fax yI „ . 9 design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p/317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913 362800 P .1 / 913.362.2609 f V- PEgR No. PE10403 0 AT IF ISSUED FOR: 100% Construction Documents 11 July 2013 ZL Addendum #1 23 September 2013 A ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Second Floor - Area C 1 81023 Project Number: 2013.037 © Copyright 2013 3I AI ,II ' 4 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 CL I KEYED NOTES - AREA PLANS 1 CONNECT REFRIGERANT PIPING TO HP- I LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. OCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. O6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. 6" VC BU N �A� P/ 55 8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL CONTRACT O 4)709R- NT U TO OOF JACK CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. 0 RETURN AIR ACCESS PANEL. O30'x 10" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN. i0 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. f ! TRANSFER DUCT ABOVE CEILING. i2 WALL CAP. 13 10'x8" LINED TRANSFER DUCT. CL EXHAUST VENT FOR DOWN DRAFT RANGE.. 15 DOWN DRAFT VENT UP. 16 16'x 16" BYPASS DUCT WITH CONTROL DAMPER. 1& 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-0" FROM EXHAUST AA GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SCAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUC; H FIRE -,RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. 2. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. 3. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'0". 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYADD!TIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE ,A FULL Y FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. 5. THE CONT RAC7`(?R SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POS! T ION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOR DUCTWORK AND PIPING .AS NEEDED TO INSTALL THE HVAC AND PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND MAINTAINING THE DESIGN AS SHOWN. 6, PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR FLENUM. REFER TO DETAIL ON SHEET 86.11. 7, PROVIOU ACCE"SS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. i 0c_)PDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURICD) WITh ARCHITECT. 8, REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. COORDINATE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS SHOWN ABOVE CEILING HEIGHTS. 9. MATERIALS EXPOSED WITHIN RETURN AIR PLENUMS SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A 5PROl•;E DEVELOPED INDEX LESS THAN 50. 1 i1: 50ME RCCi tR NAIr1ES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. REFI R TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM NAMES NQT SHOWN: 11. LOCA TS ALM COMMON AREA THERMOSTATS AND TEMPERATURE SENSORS WITHIN 6' Or I-^JALL OPENING OR CORNER TO AVOID CONFLICTS WITH INTER!; R FURNISHINGS. PROVIDE THERMOPLASTIC MOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IM APARTMENTS. ,2, PROVIDE ALL GROUND AND FLOOR UNT,.Q EQUXMENT 3-1/2„ 13 ANYXPSFLi PIPING SH LL BE PAINTED TO MATCH HE BACK(l,R )UNC. CONFIRM COLORS WITH ARCHITECTURAL PLANS. 9 SECOND FLOOR - AREA C2 SCALE: 1/8" = V-0" 3 i 4 A G r, 7 R Q 1n 11 17 14 1A iF iR 17 1A 10 IR IQ IP IN IM IL IK �C IF IC IC l E A OA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Gty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f iiiuIj i 11 ,p1 V. PE449 No. ' PE10403 0 AT F • w�\ SIfMiiinO�I2��I� ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Second Floor - Area C2 81024 Project Number: 2013.037 © Copyright 2013 31 41 31 n + b b / 8 9 1 lU 111 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U 21 LL co IR 7 4 A r, R 7 Q Q in 11 10 1Q 1A iF I it 1 17 1 iQ 1 10 ��� \�� $ we 3� SSE � yl l S;�Y'yF �` Fri:\ ice' A�€Sgi�in• 55 OA IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 3 ,3 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0IIIIIjj// / \ �., \1 V. PFgq'% . S ` ` c0TEAb, 0,y' No. PE10403 0 AT IF '�47: ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC -Third Floor 81 M30 Project Number: 2013.037 © Copyright 2013 3I 01 -1I DI 31 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 KEYED NOTES - AREA PLANS O1 CONNECT REFRIGERANT PIPING TO HP- I LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. OCONNECT REFRIGERANT PIPING TO HP -2 LOCATED ON ROOF, ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. D6" POSTIVE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. 6" VC 8 T OS 8" DOUBLE WALL TYPE B FLUE VENT THROUGH ROOF. MECHANICAL CONTRACTOR TO VERIFY IF POWER EXHAUST 155 REQUIRED AND $�OURDlNATE WITH ELECTRICAL GONT,�IACT 4' ERNT U TOO JACK O7 CONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. ORETURN AIR ACCESS PANEL. O30'x 1O" TRANSFER DUCT TO PROVIDE MAKE UP AIR TO THE KITCHEN, 10 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. 1 i TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. 13 10"x8" LINED TRANSFER DUCT. 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. (1 S DOWN DRAFT VENT UP. 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. 8 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN0 TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-O` FROM EXHAUST nn AA L1 1 z Ico 1`-r GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORK AND PIPING PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PEIVETRA TION DETAILS. ROLIND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE CAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0". 4. ANY POWEP FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CON77PACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYADDITIONAL LINE VOL TACE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES AND/OR OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES ANO DROPS FOR DUCTWORK AND PIPING AS NEEDED TO INSTALL THE Eib gG ANIJ PLUMBING SYSTEMS WITHIN THE STRUCTURE, AND I°4AIN I AININCJ THE DESIGN AS SHOWN. 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR PLENUM. REFER TO DETAIL ON SHEET 86.11. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURIED) WITH ARCHITECT. S. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS, 0Q0RDINA TE ALL WORK WITH OTHER TRADES TO INSTALL SYSTEMS WHOWN ABOVE CEILING HEIGHTS. 8, &JATFRIAL S EK POSC'p WITHIN RETURN AIR PLENUMS SHALL BE NON C,OMBUBT1BLE OR SHALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE 0EVEL OPED INDEX LESS THAN 50. 10. SOME ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN, REFER TO ARGMTEC11JRAL PLANS FOR REFERENCE TO ROOM NAMES NOT SHOWN. 11, LOCATE ALL COMMON AREA THERMOSTATS AND TEMPERATURE ENSORS WITHIN 8" OF WALL OPENING OR CORNER TO AVOID c(-)NFLICTS WITH, INTERIOR FURNISHINGS. PROVIDE THERMOPLASTIC LOCKING COVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT IN IL APARTMENTS. 12. PFOVIDE ALL GROUND AND FLOOR LINT EQ(,IIE'?WITH 3-112" � 'fir"' 73.ANY EXPOSED PIPING SHALL BE PAINTED TO MATCH HE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. A F 7 R 9 10 11 12 1; 14 15 10 17 18 1 1A Sg 3 f' sad' 24 IR 10 IP IN IL IK 11- I G F IG IF IE IC IE Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �\\�IllIi01i ////// Q,d� Y- PE:4q �t. ESTE S 'O NO. PE1040S 0 .o AT F ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC -Third Floor -Area Al & A2 81031 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 31 7 1 q 01 PHP -2 R 1 4 1R F 7 1 R 19 10 1 11 iR 21 1 LG I co IGY GENERAL HVAC NOTES 1. PROVIDE SLEAVE AND FIRE SEAL ALL DUCTWORKAND PIPING R PENETRATIONS ROUTED THROUGH FIRE -RATED WALLS. REFER TO THROUGH PENETRATION DETAILS. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF DIFFUSER NECK UNLESS NOTED OTHERWISE. n,>,AXIMUM FLEXIBLIa DUCT LENGTH SHALL BE 5'-0". 4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR IS INDICATED ON THE ELECTRICAL PLANS. ANYADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER REQUIRED TO HAVE A FULLY FUNCTIONING SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR OR SUBS. 5. THE CONTRACTOR SHALL COORDINATE THE ROUTING OF DUCTWORK AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES Q ANS OH OTHER STRUCTURE. THE MECHANICAL CONTRACTOR IS FtESPONSISLE FOR PROVIDING ALL REQUIRED OFFSETS, TURNS, RISES AND DROPS FOP DUCTWORK AND PIPING AS NEEDED TO INSTALL THE HVAC AND PLUMBING .SYSTEMS WITHIN THE STRUCTURE, AND MAINTAINING THE DESIGN AS SHOWN. 6. PROVIDE RETURN AIR BOOT ON ALL CEILING GRILLES IN RETURN AIR PLENUM. REFER TO DETAIL ON SHEET 86.11. 7. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL FIRE AND/OR SMOKE DAMPERS. COORDINATE LOCATIONS OF ACCESS PANELS IN CEILINGS (AS REQURIED) WITH ARCHITECT. 8. R FFR -1'0 Ar` C.HITECTURAL PLANS FOR CEILING HEIGHTS. CL)OROINA.TE ALL VWRK WITH OTHER TRADES TO INSTALL SYSTEMS F 13I-10WN ABOVE CEILING HEIGHTS. J. MA rERIAI-,6 c,)(P 7SED WITHIN RETURN AIR PLENUMS SHALL BE NON COMBUSTIBLE OR SMALL HAVE A FLAME SPREAD INDEX LESS THAN 25 AND A SMOKE DEVELOPED INDEX LESS THAN 50. 10. SOME ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. REFER TO ARCHITECTURAL PLANS FOR REFERENCE TO ROOM IJAME$ NOT SHOWN. 11, LOCA TE ALL COMMON AREA THERMOSTATS AND TEMPERATURE Se-NSORS ytW1 THIN 8" OF WALL OPENING OR CORNER TO AVOID CONFLICTS 5VITH INTERIOR FURNISHINGS, PROVIDE THERMOPLASTIC LOCKING'. GOVERS ON DEVICES WITH SETPOINT ADJUSTMENT, EXCEPT n IN IL APARTMENTS. 12. PROVIDE ALL GROUND AND FLOOR MOUNTFJ1 EQUIPMENT WITH 3-1/2" cmy+C �T "lUc,�StnCi-pfr�I�.PA`D,: ...ANY EXAOSED PIPING SHALL BE PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. KEYED NOTES - AREA PLANS ' CQNNECT REFRIGERANT PIPING TO HP -1 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. N CONNECT REFRIO R.,ANT PIPING TO HP -2 LOCATED ON ROOF. ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. 0 6" POS"TI VE PRESSURE DOUBLE WALL, INSULATED BOILER FLUE WITH AL29C LINER. ROUTE UP AND OUT THROUGH ROOF. PROVIDE VENT CAP. �+ P'VC �nMBU.STIOIV �;f's` INT,4KE. P"r'iN?, P 8" DOUBLE ^BALL TYPE B FLUE VENT THROUGH ROOF MECHANICAL C6.IvTRACTOR TO VERIFY IF POWER EXHAUST IS REQUIRED AND COORDINATE WITH ELECTRICAL CONTRACTOR. 4'OFr iRVLNTWUr'T6'H00FJACK OCONNECT REFRIGERANT PIPING TO DEDICATED HEAT PUMP LOCATED ON ROOF ROUTE CONDENSATE DRAIN TO AN ACCEPTABLE DRAIN LOCATION. RETURN AIR ACCESS PANEL. 30'x10" TRANSFER DUCT TO PROVIDE MAKE UP A/R TO THE KITCHEN. K 10 CO2 SENSOR TO BE INSTALLED ON THE WALL NEXT TO THE TEMPERATURE SENSOR. 11 TRANSFER DUCT ABOVE CEILING. 12 WALL CAP. 13 10'X8" LINED TRANSFER DUCT. 14 EXHAUST VENT FOR DOWN DRAFT RANGE.. 15 DOWN DRAFT VENT UP. 16 16'x16" BYPASS DUCT WITH CONTROL DAMPER. CI 7) CO[trlhlLr�CIA 'rJ}�rcFi 1%eN,T 18 6" OUTDOOR AIR DUCT LOCATED UP IN THE STRUCTURE BETWEEN TRUSSES. LOCATE INTAKE VENT A MINIMUM OF 3'-0" FROM EXHAUST', OUTLETS, IF IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 W �,816 421 8200 phone 816 421 1262 fax I design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V. %STER soy', Nc � PE10403 0 ,.o'. AT '��or'• N P.'; S//Miiii0\00 ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By AJG Checked By KJZ Mechanical - HVAC - Third Floor - Area B 81032 Project Number: 2013.037 © Copyright 2013 1 1 2 3 4 F- R A 6 "0 to I� DRYER VENT CAP W/8D DAMPER (TYPICAL) E}} ; ii T EE ti !� PHP— ) I HP 4" DRYER VENT I E RECESSED DRYER E WALL BOX .HIGH ENLARGED UNIT PLAN - TYPE A -IL 1/4" = 1'-0" 1 1 8 1 9 1 1 U 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 ZZ I zo VI\/LFA •LI\I NV W/8D DAMPER (TYPICAL) ENLARGED UNIT PLAN - TYPE AB -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE AD -IL 1/4" = 1'-0" 1 � I d R 1 7 1 R I Q I in 11 DRYER VENT CAP W/8D DAMPER (TYPICAL) PHP_2 4" DRYER VENT —\ 11 6"0 ------------------ i_ F E °" ' i i z t..7W _ 3 r•••SvdiY'u�.vwS�:S,�.wwwwL+www.•i1��S ••••••••••••••,••••••� � : ENLARGED UNIT PLAN - TYPE B2(ADDESIBLE)-AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE 132 -IL 1/4" = 1'-0" 1 /4" = 1'-0" 1d 1 1F 17 1Q 10 on o1 77 �0 �© IP M© IL IK IV IH IF �L �G Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management vryx. 817 Wyandotte Kansas City, MO 64105 3E 816 421 8200 phone 816 421 1262 fax I lie 3 33 design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f No. PEI 0401 240 .p TAT F ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn B Checked By Mechanical - HVAC - Enlarged Unit Plans 81 m5l Project Number: 2013.000 © Copyright 2013 A n n A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 € 816 421 8200 phone 816 421 1262 fax �design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn B Checked By Mechanical - HVAC - Enlarged Unit Plans 81052 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 124 - _._.__ ___.--__ _ _ _ _ _,_:_� R -„,,,,_,,,_ --------------- ___,_._._ : ------------ i e f i Ve JVN-__0 � Yaid•_ _ Iill _E`EiiiEEi.'i _ ._I(IEE!IE�EEEEEEE{tE'�EjIIEIEIIEE_ .°...\ ...,._..'__.FI_.i.'_.r_E.l .._.E._...f,2.��.-_.z:t_fi 5.SEEI .�.fe.__....__.Im ...,_._.13�..,�„_._`<•`! � ; ;yI ' _i .„3,i3i;'i::EiitI3,",.a i,,ii�j:i� iii;"_ , j_. '' .. _1'3i _61_�_.X.,4�!.i�{iEijiE�E ♦'' -!j iI I'►t }6_\ x.�.6 i L/\rj I�"l� _,_..,_�___�'iE,�: ._1 t!`!'iI!ii ,_ i ._`�i` ,(_.,:_-,.._.,_:. _._. :_-__--..•.--.__.._�__..._..__._.___._.�_^_.!___-.�m:_;'j_�_�I:�t� .,"_,—�1.._..1� ..,�t_. � ; „'':. ........_.. _ _ i iEEi`IEEIEIiIt, '.... f . . iiE3i33IIE�3iIEEiiIk 't;E:EE1EE(iE(cE E33'? tEIjEEEiE`i ._ _...— \._E.V,.__t..•4 _t..:.�_�._..A_ ._.,.._A._. � _ . �e._.. - tt.� �t'EIiiEEi.E..om _�•�iEi:t__.`_�a��: a , ,[. l,.e.1;Ei .. _.'. :___.—:,_a:,.>.:..1.ii.��_,jt3;.I.[€EIE _•,.: t€i EE�EEE1EttEEEiEEEe'E':I - ' _r I3kiii� . _____._.__._ _ ..., ,.,. ..__..—_ __ _ _—___—___—_.—__._._ PHP- __ .0„„......rr .—..—. iF h M i 3 4L. kYNg>kI1 IE4lt i ' `&. .'.. P 0 + RECESSED DRYER e„,,....... WALL BOX HIGH LP 10X6 _._,-------- ___.,, ....,.. _.. ........... 6X6 150 Je 4” DRYER VENT _._..._,.,,.,tom :::::: 4., J 196125 E ___----- q! _ l ----------------------- ---------------- AAA._,_AAA 17 --__ 15016x6 6•0DRYER VENT CAP 6x6 W/BD DAMPER (TYPICAL) 6p0 _ ' --------------- -- - _DRYER VENT CAP W/BD DAMPER (TYPICAL) RECESSED DRYER WALL BOX HIGH ----------- WITH 4" VENT AND WALL CAP PHP—ENLARGED UNIT PLAN TYPE S2-111.1/4”=1'-0" ENLARGED UNIT PLAN TYPE F -IL ENLARGED UNIT PLAN TYPE G -IL 1/4"=1'-0'i 1/4"=1'-0" H ------------------------ __._._._.__,._..._._._....-._,.._._._.___.__............_._ EF -1 I EF f F _ __._.__._._.__._._._._._._._._._._.__._._.—_. _.__ .._._______._._._._._._._._._.___--- _._.___ .-------------_- __._._.--------- __.___.. ._._.__ __\ ------ _.. ____a__ t 0 E — .,_._.__ ---------------- RECESSED DRYER RECESSED DRYER WALL BOX HIGH WALL BOX HIGH � _ ---- D YJ 41DRYER VENT 41DRYER VENT 6"0 6"0 16x6 ------------------------- --------------- C .`.__—_ 166 10}— 50 f6X6 166 150 16X6 - 24X6 -- t _ 4 I PHP - t PHP -4 " DRYER VENT CAPDRYER VENT CAP 3 W/BD DAMPER (TYPICAL) W/BD DAMPER (T YPICAL) w ENLARGED UNIT PLAN TYPE S8 -1L ENLARGED UNIT PLAN TYPE S8 ACCESSIBLE Lr— 1/4" = 1._0" 1/4" = 1.-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM A I A A 5 F 7 R 9 10 11 12 14 15 1F 17 1R 1g 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th 5treet and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 E,E 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f toll yiP�q�s / No. PE1040 240 TATZZr = F ' �,. Ill Ilit it��� ISSUED FOR: 100% Construction Documents 11 July 2013 0Sept1 Addendum 1 23 Se 2013 Drawn B Checked By Mechanical - HVAC - Enlarged Unit Plans Project Number: 2013.000 © Copyright 2013 e \1 X 0 Z S L K J 1 G F EI 1 FBI C 0 1 2 3 1 4 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 14 15 16 1 17 118 X19 X20 X21 X22 X23 X24 nnv n IT T - ENLARGED UNIT PLAN - TYPE A -AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE A2 -AI 1/4" = 1'-0" f� ! IC ----------- ENLARGED -_ ENLARGED UNIT PLAN - TYPE 132 -AL 1/4" = 1'-0" DRYER VENT CAP W/BD DAMPER (ff0L) 16x6 A 150 �i�y I t PHP -3 f 24x6_r,L250 4" DRYER VENT 1/4' = 1'-0" A 1 2 3 1 4 15 16 1 7 8 19 1 10 11 112 1 13 14 115 1 16 17 1 18 119 120 1 21 22 Carmel Senior Living 1.1 SW quadrant of 136th Street and Illinois Street IQ Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax designwith insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317,846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H nrrrrr�� V. PE,q!41 �•``���:•���srER •soy-, G No. PE1040 240 TAT F :�4- F ISSUED FOR: 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 �2 ASI #1 31 October 2013 Q CCD #1 10 December 2013 X C Drawn By Checked By Mechanical - HVAC - B Enlarged Unit Plans coN .M- PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 81054 913.492.2400 WWW.PKMRENG.COM A 23 24 Project Number: 2013.000 © Copyright 2013 RI AI n A 'I I I I 4 I 0 I ti I / 1 8 1 9 1 1 U 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 L'1 I L3 I f -Y ENLARGED UNIT PLAN - TYPE C(ACCESSIBLE)-AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE MA 1/4" = 1'-0" 1 '1 I A F 1 7 RP)VI-I1 'A Am - ENLARGED UNIT PLAN - TYPE D -AL 1/4" = 1'-0" 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE MC ENLARGED UNIT PLAN - TYPE MD 1/4" = 1'-0" 1/4" = 1'-0" R I Q I in 1d 1F 1R 17 1A 10 f1 71 �o IP IL IK IV IH �C IF �L IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, 4200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture 1 Interior Design I Construction Management max.. 817 Wyandotte Kansas City, MO 64105 E,iE E AFH 816 421 8200 phone €iF € 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V. PEARS � LA0 STE, . Oy''��� No. PE1040 240 �.o'. TAT F ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum #1 23 September 2013 Q2 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn B Checked By Mechanical - HVAC - Enlarged Unit Plans 81055 Project Number: 2013.000 © Copyright 2013 n A 3 4 15 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 R R F t E j j! I PHP -2 E i ' P! j E ! 1 I t k j 6"0 i j E N j I E I ! ! 4 j E ! � i ? 3 E r N j M 1 4�_ E PIi � t t 43 it .. ... ............`_ F^ 3 j E : I i < 3I ! ((( e P, E I 3 : K ENLARGED UNIT PLAN - TYPE B(ACCESSIBLE)-IL 1/4" = 1'-0" J -� H DRYER VENT CAP W/BD DAMPER (TYPICAL) -;` 4 �3 iF G G I PHP— 6'0 E I= E E E E t ( i I i E 6'0 F E I ' 4DRYER VENT E j E ! i E e [i E E l i(t i I E [ i 3 ; .,..,.. t...� 1 E 3 ` I i`• ! ' E t i e RECESSED DRYER , > WALL BOX HIGH ----------------- ------------- D3i is ...............`.._._._._._t e ..__._._............._....,_,_ .� (' r" I E i ew j EE 3 tl� YY' j i rr -------------- i t i i t p � i S .....................x..=_..,._._.�.�va,.n�..cae.m`,'"�%E L i�.i s.EE�...E MMM :MMMMMMMMMmMMM MM MMM .MM: ------------ . :,:,:: LARGED UNIT PLAN - TYPE S7 -IL ?? c B EN 1/4" = 1'-0" M PEARSON KENT MCKiNLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913,492.2400 WWW.PKMRENG.COM A 1A A F F 1 7 R Q 1(l 11 19 1d 1 1F 17 1R 1Q )n 71 77 1 7:1 94 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 5 ' 816 421 8200 phone 6��ICEEK RE " 816 421 1262 fax Et , design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ����•``��� �GISTER� O,y No. PE1040 240 .o . TAT F Nt t%�9�2�� ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum 1 23 Sept 2013 Drawn B Checked By Mechanical - HVAC - Enlarged Unit Plans Project Number: 2013.000 © Copyright 2013 k 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Al 31 94 IR IQ IP IN IL IK IF IG IF IE IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f `0 V. P49' TF,q`,y', No. PE10403 0� AT F ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - First Floor 82010 Project Number: 2013.037 © Copyright 2013 JI AI 31 4 5 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 FIRST FLOOR - AREA Al SCALE: 1/8" = V-0" WH 6'e--� 43 84.13 ... 84 13 —DHW 140— ABUVE I i F 7 R A 10 11 14 iS iR 17 ig 1A GENERAL PLUMBING NOTES 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE, THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING, 2, COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED WALLS. 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. COORDINATE LOCATIONS WITH ARCHITECT NO WALL CLEANOUTS ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE INSTALLED ANYWHERE THROUGHOUT THE BUILDING. 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" CONCRETE HOUSEKEEPING PAD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT. 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VAL VE. PIPING SHALL BE TYPE K SOFT / V 12.ANY EXPOSED PI ING, VENTING OR ROOF PENETRATIONS SHALL B PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. KEYED NOTES - PLUMBING STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN ROOF WELL. 5 P.S.I > 1/4" P.S.I. (7" W C.) PRESSURE REGULATOR AT BUILDING GAS SERVICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. F3 3/4" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. R4 ROUTE 3/4" DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF WELL. 1-1/2" WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW PREVENTOR ON IRRIGATION LINE AT DOMESTIC WATER CONNECTION. GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. ❑7 ROUTE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN ROOF WELL. PROVIDE EXPOSED VAVLES AT MOP SINK NECCESSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE PROTECTION. SEE DETAIL FOR MORE INFOMATION. MOUNT GG -1 BELOW COUNTER. INSTALL BACK CHECK VALVE ON WATERLINE SUPPLYING ICE MAKER. CONNECT TO NEAREST DOMESTIC COLD WATERLINE. ❑g MOUNT GG -1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON WATERLINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST DOMESTIC COLD WATERLINE. 10 EMERGENCY BOILER SHUT OFF, PROVIDED WITH A CLEAR E LOCKABLE COVER. 23 nA 24 IR IQ IP IN IL IK IH IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois ` Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 .y 816 421 8200 phone L.V 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �ti�lllllilr�� ° No. PE10403 0 AT F -' ,At // /S 11111111111�\\/q�/I� ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - First Floor - Area Al & A2 82011 ` Project Number: 2013.037 © Copyright 2013 31 n A r 1 3 1 4 15 I 6 1 7 1 8 1 9 1 lU 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 « IG° `T IR GENERAL PLUMBING NOTES 1, THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY Iwt=-FS'ETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. 2. COORDINATE WORK WfT H OTHER TRADES TO INSTALL SYSTEMS Q ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT EI i SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING _..__.. _ ._ ..... ; FIXTURE SCHEDULE. INSTALLED 1N LOCATIONS ---------------- a E ; T TRACING ON ANY PIPING _ a ; -- 6. PROVIDE HEA i g �t/B,/ECT FREEZING TEMPERATURES (INCLUDING ATTIC), DN L.._._ $ l f '` . __. , , COO�ROINATE EXACT ROUTING OFALL PIPING WITH OTHER TRADES, J \_.._.._ . I._ . , e 38 I !._ d s EQ(,IPPAENT AND PLUMBING FIXTURES. r I s mm 6 ALL VENT IP G r5 SHOWN DIAGRAMMATIC. USE APPROPRIATE 8413 b i A EN P IN ST/O FROM I I 11 3/4"� FITTINGS FOR VENT PIPING f3ELO W FLOOD RIM OF FIXTURE. 4' ABOVE Il°3 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED i i a Bi$THO , 0 y I LIHHA H" = I CORHI OH Ei�§ -- ......_._._.. Q iq. NOT ALL C IS ,F t�LALS t ci3a I is (UTS ARE SHOWN FOR DRA W/ C011 R,4i:;TOR SHALL INSTALL ALL CODE REQUIRED CNG LEANOUTS. LL'H4HV ! E E€ lI I N C()Ogpl'ATE' LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS d. c l58 c i i ,I - j `� AL l OWF IN BUILDING CORRIDORS, NO FLOOR CLEANOUTS TO BE E i - I g li 1�"�S'TAL.�D AN'r WHFRE THROUGHOUT THE BUILDING. I _a 3 a D. PROVIDE ALI GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3 1/2" I CONCRETE HOUSEKEEPING PAD. REFER TO ENLARGED t1rs f 0. COORDINATE ALL FL OOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT. J f PLAN O N SHEET 82.61 11, INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. N 9 i �41L a FOR WORK THiS AREA PF?t��VIDE'f2"TRAPPRIMERPIPINGFORALLFLOOR DRAINS TO NAFE T TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT 3 V l 35MMMF _._._._____-._-... r i2,AtiY EXPC7SED PI. 11Jca, VENTING OR ROOF PENETRATIONS SHALL B ------- 84.13 - PAINTED TO MATCH THl tACKGROUND. CONFIRM COLORS WITH F_ WH - 9 1 a 1 _._ _...,_......._ _. t ,.,m ARCHITECTURAL PLANS. $ s __________________------------ G 2--- T--------------ST54 - t Lr 84N14 I g _ I I � I ..� a W_:�:�:W IEE NOTES -PLUMBING E I M EE , E1 I I GRAND ` STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN \� 4 PARLOR, ROOF WELL: R O a HR RATE ` o NiNc I i 11%4" P. S. 1. (7" W. C.) PRESSURE REGULATOR AT BUILDING GAS a�P51 cse 1 LU g I � I a 36 -� SERVICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. y/' I rr.wwnew FI, I I Eger - H I i 3i4"DO>y1ESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY I iEI I i ter` SAN—�t F , E` AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. i i I E: I I ___.__� t ROUTE 3/4" DOMES COLD WATER UP TO HOSE BIB IN ROOF 9 ✓YELL - -- `...- -- „ ! 1,-1/2" WATER CONNUCTION FOR IRRIGATION. INSTALL BACKFLOW °' � - I t PREVE.NTOR ON IRRIGATION LINE AT DOMESTIC WATER w..� ST= e CONNECTION. ,' i 84 13 tE 3 ST/ e GAS PIPING LII TO ROOF TOP UNIT IN ROOF WELL. � ( ROI I LE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE B18 IN I - h -O WH I ROOT' VELI. PRO✓IDE EXPOSED VAVLES AT MOP SINK i .. E ..., S E I i CCESSARY FOR LINE` DRAINAGE FOR MEANS OF FREEZE .... 3 41PROTECTION. SEE DETAIL FDR. MORElNFOMATION. f. u - ,� MOUNT 6G-1 BELOW COUNTER. INSTALL BACK CHECK VALVE ON o �° WATER LINE SUPPLYING ICE MAKER. CONNECT TO NEAREST DOMESTIC COLD WATERLINE. ita MOUNT GG_ 1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON I 84 13 e11 WATER LINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST =, 3/4"g I 3•' SAN FROM ABOVE DOMESTIC GOLD WATER LINE. I 1'e i A�os3v iD EMERGENCY BOILER SHUT OFF, PROVIDED WITH CLEAR ° I { LOCKABLE COVER. JI 31 ATCLINE--- I D FIRST FLOOR — AREA B SCALE: 1/8" = V-0" Ell WH 0 1 4 I A I G I F 1 7 1 S2 I Q I to 1 11 1 17 1 14 I 1A I iF I iR 1 17 1 la I in I IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 'EiE `fIE 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ��•Q,o�. V.. ,PEg9s��'', -0 No. PE10403 0 .o'. AT '0 ' ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - First Floor - Area B 82012 Project Number: 2013.037 © Copyright 2013 L a ' I e I ,5 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 116 1 17 118 1 19 1 20 1 21 1 cL ro n A 3I IR )I IQ a ' - �FS 41111 1 2 a"� --'11 30 G zz �'?. -.__. 'fi t.r:._ i F -84.12 ryi - E 11 eA-1 ,. _ c ,: P FIR ISER TC LI E w _w .__.W _. _.._,__ „ _,,..__.., .'n CIRCULATION gEl3lRQ; i .... ._._,..� III _._.....I 777 € i :s.r. __-._._-_. NITS ROOM. PR VI E Aa , MINIMUM OF TWO IR,THANGES ' -' ^'-^' r, ! - SH- - .�..PE.G�lE06t�.�.._.1_,a_ -. 'v rp ? rr$ J WC 1 p DNS -- D1 i - 1 F € �_.,-_/�1 tH t L_1 z€ a I @ 31 is g € 6 a I- 11 I _. _..______ __.__�m 8412 } �. € J I - i 4€ J I {::'::, F T �"� I I 113 tco � € I €•: l a N + 11 i 8 ca g E _. _ __ __ m I 1 S iA ���kzzz , #-- S' , .. _� �..�,�,_.. - ....��.__--�--------- \\\ �`"'IC11 �t //� i 2 e E # gFEE ; E CvkR LJN ('� L �.._ I $E ± E - ` - € , LJ u; i _ 84 12 ...._...,_.__.,..._,..._._._._.._._...._ _._ .... ........ .____ E _ i , E F ! i E" � ...,..,-._,-,-,t.-:.:_:_::::::� _ _._ ._._.____.__._...,_. . , ...............w..,.,,..,..,.,,........ _.._. ,..,.,,,..,.....,.,..,,,,.,,.., - ......... _.._.__ ___._ ._. ._._ m mwww_ ___,_,_,_,_._. W ___._-._ m wwww_ _,w _ _,_, w_,_,_,_._,_,_,__, _,_,_,_,_._ _____,._,_ _ z,_3 ._ � �j 7. _. _.. _. __. w_,_,_,_._ _.-. - . _-_._.. n ..,_ w ------ .: ... :. .. .x ..._. ...........-_. ...._._. may . .............. P' t -cE C ' t'x-- _-,_-_v.-t-.a....,,.,.m.-.....,,.�..,...�N...�.m.,.....,.t ..-. :I '�'"_._-. _._�-e''`� A i f :. _.,� p ..� It "t`„__ _.-en k.. ....1� "ie -..---_.....y. 'Z <, "i,:, - _�. .-.A ..... ...:... ...... ..................... ...', J e 6_. �''`i� lw _ ,i :: EE !: :? e. it ;, tl EE 0 t ..11-111-1-1...... I'll j __. ,.,.,_,,, ,, ,,,,,,,,,, , .,.. ._.,- t. M : - 53 e1...,.:...,,. <.,. ......Y : i ! : :� t i iEE .. .. E I! 1 FE f_:�.!i"'+w^`�xwT. I 84.14 t i : __ --E € t ;,,t _ f -- ---E € i I ' E € • , € E E E I 1 Fi11 i € t E: st ±,, .. - j ' t E I: i 3 13 N J€t t i s. I € E I€. i I I i € 4 i t i E : E ( . E , I E FE ., 3 €- I E F R g € <_.__ I: i 1 3 I I E ii,... _ :1 i ._ _. E,' € _ .. _ _-.._. ` E i S 4 ' r`'- i ? I S `J ._ 1 ( i E ; u•� T 1 _ c 841.E t i -I �' i A € - -, i ; '3 LNIT A< I i :v ! �A� E 168 €€ I i E 52 ! I....- _ it '.`i.." -� ( t ` - .__- _.___ __, € uNl- 1 uN1T \ uw- r`-='.'�E` WH 1 a..._. ....... 1 _E , i - ---- - jjE , 56 B2 „ E i P2 ii qq ! _.._,,,..__. ,_J E. _..c , 1 t i i 1 E E 1 i ! .. S. '^`,? `J ,,, 3 ! (: } s: :,€ E ! : [__ i E t i 1 „ ! t 15i) _._ _-. _ _._._._.' _-.� 148 i : -L--� i P i \ i _ Ci `.. _._.... .E i t .......�,. ..,.., ,. .-'.:::.. ...... .. ....... ......_.S I , n..-.. ., i _. I F .. .... ..... �f:..-. .,(.e t \ E ...... .....x Ee i t SH 2 -_ _,_, _ _.-._. 0 _ -.. ._._._._. ♦ i 1 ". CSF tir. :...... ......, , ...a,<. ... t r. E E ": k c° E _ .; \, _ -- - .i; E ._ 1 EEE t. „ .GG2 ti. GG2. GG 2, E .__._._._.... I Fi F_...._...: i :- E}�qi \ E i E r : : t > , { 3 E €E EE _.............. F`° .a._._ p _ ___ a_ _, , E c., __ I _ r - z_._. t \ i GG 2 € i€ , jj 1111.< I 1111_ ...€ E! FE E .. 1111. 1111 : . _ _. 1111._ :: ...............a i:id47 _ ! .»:+<aa..� : . IF 4; i <`._.- . , at _.. _ 1 "` E -_E E _ 1:7U EEE - 1111 1111.. ._._._._. . ---_ i E : I: - .. I -�._..._._._._._._._ E t...._..` I 1 ; _�. 5 a _ . E__._..,., l Y , : . 84. i l F 24 �. .. • a .. E. ' i "" -- _.'....... E ..nrua�.�,...,-r.�, ... E f E I i , t. v,..ta... j �'u�/ t 2 "-E 3 rrI 1 _t_._._.. : t t , E 61.._.._x. 1111 1111, t.. E 1 - E_,,,.. w I I;, a ®, 1 GG 11E: E GG 1: ry 3 E �__ 84.12 -T , 3 _.�;m,_. : : t E t i ;E 3` 11 K .. ,._...__; , 9,r .w.Wr..rn.. : , z E .. - .a..s ,: - e t x:a,.a,. :.,,,<.....:... ,. _ e _ _ O : : _ , 1:111 E t : w 1 :E :GG<t a i.. 'y'1.. 1.111, S_.... E 1 E 1 ____ _,i FD_1 STAI ,> SH2 E , i i SH 2 2 , , 1 E E -= I < .^ r `?�- I ia: y: 1 t cn v 3 s i O S S 2® € ,i S FD 1 84.12 FD ii. FD 1 a FD 1, H-2 ' H- � , - � E 1 _ \ �- ". - \ .., I E ,* - SI 4 ; s_ a. E 22 27 FD i L l i FD 1 84.11 \ FD 1 FD 1 - -1; \ 184.11 I u_ O t 4.11 .-. S ,rxsw��_j+L O s.. „ _ a 34.11 I �^ E , } s ..... i .. N.,.,. ,,r ,a„,a p,...am -.,M,.... WC i ,, i �: WC 11 C 1 C i WC 1 .12 WC -1 + 4a S -1A 1111_ , ET o - - - , , • -, - L 1 „ ,I WC 1 L2 sC .. L1 L1 O _D ii , - Lt L€ L1 Li .. i3 - :E .V I: .:, t i _ : : t:t t T`i :: i 1111 ,, : E E , I : i .E •E. ! „ WC 2 :.. ,_, , \ . 1111_ E,. € _ . __ r., r 1111 -...-.., <._._,_, 1111_ 1111 as o iA _. K SIA. o S r .I Sto d a StA r .r. M.F. a F:...._..- € \\ ,ice - - - p j�.� .cc-Ew 3 !I (I t GG (\�::::: y�� t : t• . is i 4. • ^ L.. E ! 1 3 F: It_._ ._ y y I t.:'L ..... ...� : t • x • : a _. 1111 ! ft"'"" i E S j'� ,, 1111, : t • E E s.......... 1111 x . . ,. x :: . .. ,. c , E . 9 1 :: F; ,� :1111 .i 9i ..,1111 .............._._._d....... _. ,.. _ , . „ .. 1 1111... ... . E , I 1111 1111,__ ._--- - a., t 1 .. �... __a..-1111 ._,_.__._.,_,_,_,_ ..aaaaaastav E w.a _.. _,_,_,_,_,_,.., e>"-_. ... _-a a��.a-..w�a.a�a.a & E .e , ., 3 -.. . __. 1111, a .. I .. 1111...-1111 -... !4 1111 ....a.w..M .. .. ....._..... __ _.. t..._.... 1111.. ............,..5 �. ............ ............, rA,. ..S a..,. _._...._._._._...._._...._._._, e...._,,.... -.J.. .-1111__-1111 .. ........._................ r..-. , E E ....� S "i , e . } t.•:, .. .. 1111 ___a__........... .,., E, .a .. 1111 - < ... 1111. „ _ < 1111 ` _.> :__ ' __ - 1111. __..._..__ ! 1111 _ __ _ 1111.1111 1111. 1111, , _ 1111.: __ .._._._._..,M _; ,: _. i 1111, ,d.,..,,. 1 ��::�.........................._._.... 6.. _ 1111 ._._.__.._ _.-_•.. 1111 ,............._...._............_. .,...... l 1111__, , __. _ . _ ,p� & i _ �__. _. 1111-___ _�.:___ ___-1111__ 1111 ,,t ..A . � __.�:. ::_.____._ ,.. _. 1111 _ _._____. ____._.. 1111.._ ._ _. _ .. ....._._ ......_.... ..: 1111 1111 .__._...._. w+" .-1111.. 1111. . ______._._ ._.._._____,. t .....................:...... .. _.,._:..:a.,.:- 1:111... 4 ________ 1111... ............. ............... ... ...«. a.:.:..:. ,. 1111. :_:c:sro ,._____.. ... .t....�...... a� .. ... ......... .. .., .: 1111: 3:_:_ _._ ., :. t.. ,.ca:r3 1111 ,. -:::x � _. .. ._ _._._.._... f_-�_-_--�_14 i t 4 t \ i €1- -_, __„ - _....,,..,1111, -,..........e .< , , f .-, _,_ __. ,_. T 2^_^. __. ...m,.._„1111..1111.„^ SAN-.' -"_.. __.._-__- ..-_._.,u.._._�___..____ _,..... ____..,^. ____.._____,._,,.,_-1111-, ._,___,_.._,___, __, .____�.. -.-s.= € : Z6 J € '' SPACE F '' " € ZO F CORR':DCR ! F t c 69 i 84 12 ci f 6 1 84 12 ! C 40 3 € -_- n. w_.. ? ... 1111 _......., ...,_..... 1111,. 1111. - 1111 .,_„ ._•_ -_ ,....._,_ _,_..,,,,, 1-111 _,,,..,..,, 1111 r..-_ -- ••_• -_ 1111., --------SAN 1111. _,_ --- --_ -11^11 �. -1111 _ 1111 1111,. -_ .._ 1111 -,.. -1111, -1111 1111. ._,....... e.. ,_,- ._,-1111 1111--._ ,._ 1111.: d_' 1111. _.-___,-_--_._.___.__.,___--,.-_--.-,-_---___ _, _- ___,_.___,_- _-__---_--_-_---__ __1111___ -_ -1111___ .__-,__-._._____,__ 1111 -_,__M, --__...,_____..w ._-1111-.--_,._,.,,,___,_,__,-.__._.__.___,_,______,_____-_...____-.._.w..._„_,,,_,__,_,,,_,,._,__,.._____,-___.__.,_,_,- ___ _-11- -__.,_____,_._-__,--._-_ _-__--w,-_,_ r _ AN SAN p SAN - SAN_,-__ ,_. _^ __ _ ,-„ -- _ _ ._ _ _ r z _,._ ._, __ __. _,_ 1111 ,_, _,_ _,_ ,_- __ _-._- -S FGCO m `@ -..-G - � � -- t 1 t eIz s1111 .. 1111. 1111. 1111, 111.1 EE LCe -1111_ 1 S ,. € 1111 .._.___._._.- 1111__ _' 1111 __.___..._._._._ . ___i.._. -V __ _ _., 1111.__ 1111 . _-------- _-_- _-__- - _-__ __ ---._____ ___ __y ____ __-_______._ ,,,1111 _1111., _1111._ __ _ _.-._ _._ ——-_ 1111__, 11111111 F I , ,. i P ,._E _ _ _ _ .-.-�.. _._ I - _ . 1111_ _._._._._ _ ___........ _._ _ ,. _ _ 1111 _ 1111._ . _ -,. _._._.__.__._ _ .-I. .. _ 1111_-.._ € ¢ ,"� :: il .....E i_. _. -. - "I $ ` ' 1__ 1_ -_ ... .. .. ... ... 1111 . .............. 1111 1111_. ... ...... .. _s ......._...... ........ 1111 _ . 1111. 1111 .; ,. 1111 � . ._, _. :�+:,.-v-x�.. .....E t .. , ., 1 $ ......,a v�au,..,.a „ ,.,,.,w 1111 1111. .._._._._. 1111...: .. 1111.. .. 1111 1111 _ 1111. E p ' R_:-1:1:11 1111 :, . F :.. _ ., . . , :. . 1 0,....a...,.�a..a...,.. r �;,w w.., aa..<..aa -1 ., : ` .:. t �� 1111,.. , 1111_ _. I11 ' .. 3 o Cp : < � . :... , .t 1111 .. ... :[[ .. : . � . e E � .. .: 1 ..F,w u,-� , f( . .._._...,...,.. t - .,».y E i : ,i E , . 1 :.::..... .::.1111 .1 . -. U, r E , . S . , ,uu,W,uN.,u,E j d S '- 1 1 ! .. cw..�tiaw>a, y , e e , 1 � �-..p,.. 1111. .. SE .�, , [ 1111 __! , „ I F , I �- 1 ��: �._ : ....... a i , • • E : E, i S._. 1111 i. t fi ! ♦ a..... , 1" t .1 : . :I 3 ,.. r t .1 € , ,; I 1 , 1 3 f 1 o JS 1: 1 ._ ..y 1111.-.: 3.. c x F,., .t , .. ,. P t A. :.E :I t E 1 1 i ..-'7 ti: 10 a ,:: .. 1111. 1111., x : _.. i t t >..a > t \ u, :_._. III : t } , t i " D __. ., ._. �., m. 1111 .. - ,. .. .. . 1111 M M.. 1111. 1111 1111 .. r.. r.�....-..:Maee.., . E. , 1111 �.�.�:k:.-... � € - -1 € - \ E o 1 . 0 5fA: ? SIA I E,: 1, < __. �, \ SfA IE - : SfA, ! 11« - i �7 L1 L1 _ 111:1..: E INC -C 1 <I 84.11 „F 27 L 1 L i _„v_._.__._. L-1 S_4 _ 0 - - - - 3 1111 s , - a WC 1 N..^.,.._,_. N . , I „_.. WC i WC i -_- -g 1111 t C - ,t $ EI €i E F : ; 1111 .. ,.. a.. 84.12 __--_-J I CX--' _. 0 I WC -1 WC -1 < E 1 i 1 I t� . \ FD- , o - t H h.,.m,, ,." FD 1 FD i qp r [j! E ., I i.... is ; : E : ., �l E € F S I Su LED LT -t € - _ , < E a A+` F t E ; 3 Y #r w EI I F - - FD 1 �€ FD 1: I I FD- � 1 ____a.___ . 8 i 25 x. I I c e _6 ,a :a. ? E o SH 2 SH 2 e L_ O „,, - 84.,1 t, -�� j -1111 REG,FR, 1 I SH2 SH2 _ _ a S c-. \ �j 19 �- o GG`G-1 I- SH2 0 ` E !E', ;r S� Ex Et, 1 EI E !llU'1; 1 E ..3 jt r `t SH3 ce 8412 I E r1 , __. .aa, ..a,., fit:-_ . GG -1 i E I a x°I E t E : , _ , xl ',. t , 1------_._._._._._._._,_.,-�' .., E: E i - :, I t. E I 1 i ttY 3 Ei GG 1 _,_ u 1 _ - , w_ m ..„ 5 w G1 NN 1 - G t`: G-1 ._..... ,E i_ c_,_... ^�._.___."i__ PaRL OR 1111.... .. 1111 ._-1111. k - $ :. : ..: t.. S. .. .,.,.....,,. t' t..,..... 1. ....., . 1111 i E .....' y } FD t -. I , FI Ec H i - t ry ' _,._,___ � __,_,_._. ,pate q- G t. _ .............F O ,E ,RE .. 1:11:1-.: _ :: .�,-__ E E E E E : K U� L ,t,. , .: t ..moi., _'_i_ ... E �. r. 1 n I , :i e: ,. C JClII , b --- N - ,. . ,._._..t._.-,-, x ...:.._._.._�-«_._._._._..1---._._...- _-.__ ___ . It ,, f:L E .. m...._-1111...-1111 1111. ._ E �'li E - t I t I.: ^^5 " t 0 GG 2 4i " °E e= r __,__,_,_... _ GG 2 Ii I Ii Ii -,_1 ,._-- - - SH 2 _- _ - ! i 1111,..: Ft_tr' I, . r \. , �: I i 1111. 1111 ! 3.,;- Y -1 I i i E : E, r n d . ... ............. ................. E ... 1111 ......., f _......._`x._.. .. ,,: --__ " - ; . ,: ._. , '1 1111_ ... 1111__ a....... 11_11.._ _...... ...E 4 ._ e ......._t-. .: E. ....__.._. ._. .......... . _ t._.. _......, e t :. _.__,......� __,_,__ , . 55 11- ,._,_._, s 9 1 C I $€ E t' t t r �N. E . r._, I . , t t i _._._.-,_,_._,_._._.- ................. t 1 : : E c ): E E I tt, ! i 3 b ::CCES513LL It rT. C 23 _,_ 1A S fA d , 111"`1 .. ? i t ; . ,:, A E. - ie E ` 3 1 ...,......n..,..,..vn,,.�... �...___ xr E t 1 €-�..� .x.....,aw 8 _ 84.14 Nl r 5° I uv ,1 17 , 1 _L _. LI ., :a�.�: 3 . - ... 1111.. -1 84.12 P2 19 d1 I m s E ,. E i UJIT 12 84.12 t t I _ :, i.. IE' � 11 . ,' ;, ! t .. .. .. 1 _.. .__._.__.- , I I_,N I`., a I_NIT E`-. I P2 .,3..E 0 _ _._. _.. , 1111. -, o t S-7 3 uw I; : --�-� € - 1111.. IST { 5 J . `� E `- zz 1 I HousE 0 F 0 A2 N \ 84 ` E 84 11 t F € ' i 84.12 - €:1111.._-.._ .,_-„..,........ i _ 9 q,_ .,:: .., CSCR 1 i t i i i i \' x i -' , ..'L 3 , - ____a - �_ t L U JD I; e sTRD N_Rse = vEss GG 2 0 i... i ' , ? 4 € ; i `t :: F C. 1FFICE i1 €-_ r E i - € j 3 I I € , la . rI��,� �,._ E E E '. : 1 LSI �... 1--- 11 ' 1 E j : E € ? € EST 3 I FS 5 . E i E I E E E , E ! E ! : i p E _._._�_ ......_...._. E. _..�_ .-_..__..-1111-1111_._ ___ 1111 .._._.._.._,-..�._.,_..... ..,._._._. .. k ,_. ._.__.v a __- ._.-1111_._ .._._.__._- 1111 11.1.,.-_.-._._.._.- _,._..........- ..- 1 111. ..-...-1111.-,.1111-1111_.1111._. .,__.__. _._...._. ..__..____.-1111__ 1111.-1111.-.�....__.__....-.. _._._.__..-_,..._.,-1111_ , , e 1 _.__._.....,.\ <._._. ._._._.__._..,..__......,...________.-_._ -- _..,._..._..,.._.....,._._.....}..._.........._._...._..._._..__..-_...._.__._._._.____ }-1111-..-._.�._._..-1111...._____.-.._ ,_._.__.-1111._-_._._.._ __-__.-. -__._._..,-1111.-1111-._ 1111_ : i' 1111-_.,,,,.,.,_,_, a_-- __.,....., .,___...._._....._. ............................._._.-......_..-....,................-.-... F t. .F It 1111,. 1111..-e•;� -1111 . ..................... 1111...-...� 1111... _._._._......._____._.___...... .. 1111.. ...._...__.- 1111_ ._....,.. 1111,.. 1111.. 1111._. .,..,.... - . _._ ,........ ......._......x._................... 1111. ..,,..,. .-_ a.. __...._._.-_.. }_........... _ ..........,........- 1111. 1111_-......._._. ..........,........_._._._. ..._._._..............-1111 _......,. _. 1111.. I �_.-.-1111 _....._._._. ._.-_......... .. ......_.._.. _�. _._.,.....,, ' L 1111. ....,,....... ... 1111. .. 1111_ _......... 1111.. 1111 ........._ 1111. ' 1111.,. 1111 ...._._._ _._..._. I 1111-1111.. .-1111.-. :F. A\ +...................... It :, :, x, E!.: :. :: .t :I v y....._ F, .. 5.. ., ...E 1111 ......�...... ....1F.„„ _._�._.. 3i.. v.,, w., . ., t. .. 1111,_ 1111_,. 1111 ., : a .: ... -n•,... " 1111_ 1111.._ ..,r._-. 1111. n_ ww, 1111 �. .. �-_ .. .. ., ., 1111. i ......:Y...,,..,.,.., ..< ;_ 'T ...,.....,-•--__„_ � E. €�.,. :: .,.,,,. , v..... ... _ ... 'er. , .._.__....t 1--1 111.. ........ ........__ 1111:.._.....-......_. E ,.....,,.,.,,...3". ..,.. 1111.., x .. �` .,$ ,.s.. ,y. ... _ 111....... . _ _ .. 1111.. .. 1111.. .« 4- 1111.. 1111_.. � p:. rs _. C ................. F ... ...._....,_...__._._._...._._ . .. ..-. ,.. ._axi. ....:1 ... ........... ..l. h& ........... ......... °..,,,,,,,,,,,,,,,,,,,a.,.., rt. LC .".a `� .,...,,.F -_.-. 1111..- ,.. G -. .. ._ ...,.,....,..,... t Y..... 1111.. <. .. .i- ... _,,. 1111_ .. .. ,. c... 1111 ... .-,. :...:...T � .t.. 1111 ., te,,,t-. e :...._... 1111. ,...t„ `u,......a'3..,_...._._...._._...._._._...._._.... 1111., ..t.. R' v t ":a. mt.... �'C't_ 1111 1111. 1111:.___._._._ ,. f � . t. 1111, .,. . Yli..l� %1111,, 1111.,.- \1111 - 1111._ , t .. l^ � ... 11.11 "5 .............. ......,:a... I . FH , 1111 .. ...:..._.... `�. 1111.. _ __ 1111_._-_..,_._._._,_ , � -, .____... ._._.__.-1111.. .._._._._._.___ ...«._._._._._.. _ _ ._.___.. - 1111 1111...._...._...�...._._....$1.................... w._._._._._._.�._.........,at....,..,._......._._ .......,.....1111 M .�._:..,a,.,,.,._._._ _ .. _. 1111 :.---..t.. __-...a... ,_,_.__._. __J.:,�\_: : '�. �� ,\ Y., a ., .. -1111.. .�:�..,.�. 1111._ .......,... ..-,......_._._-.____._._._._......_._._.,-1111.-. _ 1111 .,- ._._._._..-_._......:�._e...__.a`A,._...-,..,_......._._..._._._...._..,-,.,._._..-.�. - _ .., 1111..,-.-........ 1111.-.-`_ - - - - - - - .. _ L -. ......:.: . ......._.,- .,-._._._..,. ::...._.:,. `...................... 1111._. -_ ..- ,..- 1111-1111._ 1111__ 1111_._ . r�V,.la._._. ._._._.__ .___._A.0000.>...�,.,> 1111 .. .._....__..! ._......---,o,,.,.,,...>.y>.��.�a ,_,��}3e r�sxr�m .. _._.__._ ,a.,>..na \r\mrww,�.,�.�•s� \ ,,.m .000,__..._.__.__' _._.__._ , ____._..._.o,..-.,.....>.........> .______. '._._._.. .._.....' t._______ ..,._.__.__._ -- .. '.;_.:a'. \ \\\\ 1111 ., ,. .. -., :. , x , , , ,-__._.�.:............... `. __.___.__.. _ _. 1111_._ ..._._.__._._..._ .-?~`.. ,_.._._._ _ _._ _ _ _ _m . . , :._<_ :"'._._.:..�:.\e\\\\a�e\o\o\cmmc. ,_._�._��,.� � m \'owe_\_\�>r�a�\�� �.�\�,\\\\a ;,a:U,;�>.�:.. � a mmm\ o ,�C�\Tc". .� .>,.,a>_._ ..._._.___:,w,.,o,,,..o,,,�,..00 �.._ _.__._____._.._._. _� �,.r.._.._._._.__._._._ _ ._ _ ; _._.__mac ._ E- __: , : -a �....., _ � . __ a 1111... 1111 . ... ..: �, -. , "�� - k 1 _ _ 11 , 11 WH ,. > ,._ _ z :1 x F 0 H Im �_ '�4 �Z)FIRST FLOOR - AREA C1 GENERAL PLUMBING NOTES KEYED NOTES - PLUMBING SCALE: 1/8" = V-0" 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS 11 STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN E CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY ROOF WELL. OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO 2 5 P. S.I > 1/4" P.S.I. (7" W.C.) PRESSURE REGULATOR AT BUILDING GAS INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. SERVICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. 2, COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. a 3/4" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY 3, NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2 AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT 4] ROUTE 3/4" DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING WELL. FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS 5 1-1/2" WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). ❑ PREVENTOR ON IRRIGATION LINE AT DOMESTIC WATER COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, CONNECTION. EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE ❑6 GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED❑j ROUTE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN WALLS. ROOF WELL. PROVIDE EXPOSED VAVLES AT MOP SINK 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. NECCESSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. PROTECTION, SEE DETAIL FOR MORE INFOMATION. COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BEF-81MOUNT GG -1 BELOW COUNTER. INSTALL BACK CHECK VALVE ON INSTALLED ANYWHERE THROUGHOUT THE BUILDING. WATERLINE SUPPLYING ICE MAKER. CONNECT TO NEAREST C 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" DOMESTIC COLD WATER LINE. CONCRETE HOUSEKEEPING PAD. KEY PLAN 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL❑g MOUNT GG -1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON EQUIPMENT. WATERLINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. DOMESTIC COLD WATER LINE. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT ❑ EMERGENCY BOILER SHUT OFF, PROVIDED WITH A CLEAR LnrFLr �.�F1LG� V1%!T,`lNG'iJIN�S F"rOM :'ti°VE,T�7 G>"ti)G;." i0 > 12. ANY EXPOSED PIPING, VENTING OR ROOF PENETRATIONS SHALL BE LOCKABLE COVER. 1� , PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ,,_ ARCHITECTURAL PLANS,,,,.d E� 1) I ,a I A I G I r 1 7 1 A I Q I 1(1 I 11 I 17 I 14 I 1A I it I iF 1 17 1 in I in ..,. I t`r' o tr s I C1 .P.1'}i'Ey` IN i4.EN I,AICK€NLE t' RAA"- ENGINEERS, LLC 48t),Et`Ri_LEk,I.RJ_ SU1ri 2((,VcR.ei•.�.�r�:R:::t:',.S.00ut/ vi,r w_._..... 1Y..nit,si.P.KMRFNG.�.C1''Ji A 7n I ,)i I oo I 74 I 0A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 a R 816 421 8200 phone ;' V�I. 816 421 1262 fax 11.1116'..design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates LLC 6700 E Squibb Road Suite 101 q Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ,,i\\\IIIII1// /� ' \\ 11 V. PQOEg9%/%S° '�.G\STEq• .y��, No. _ * PE10403 40 a •o ' AT F :'��\ 11 ..N ....' �\ TS ! t l l l l l 1111? \\\\\\ ISSUED FOR: 1 00% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD 41 10 December 2013 Drawn By AJ - Checked By KJZ 11 Mechanical - Plumbing - First Floor - Area C 1 ■ Project Number: 2013.037 © Copyright 2013 L 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 1 LL n GENERAL PLUMBING NOTES KEYED NOTES - PLUMBING 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF E1 STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN PIPING T POSITIONLAYOUT STRUCTUREF THE THIS O�DFOR ROOF WELL. R CONTRACTORS RESPONSIBLE PROVIDING NECESSARY 12 5 P.S.I > 1/4" P.S.I. (7" W.C.) PRESSURE REGULATOR AT BUILDING GAS OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO SERVICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. n 3/4" DOMESTIC COLD WATER LINE TO WALL HYDRANT, FIELD VARIFY 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL :.SYSTEMS � - � AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. ABOVE CEILING HEIGHTS INDICATED ON ARCHITECT URAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT ROUTE 314" SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING - W LL. FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS �G� �^,�y 1-1/2" WATER CON,'VECT,1ON FOR IRRIGATION. INSTALL BACKFLOW [:5] SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). I PREVENTOR ON IRRIGATION L INE AT DOMESTIC WATER Q COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, CONNECTION. EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE �& GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTL;RE. THROUGH [-71 ROUTE DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED FIRE P?ArFo ,314" k1-11 8(,)c)F WeLL, PROVIDE EXPOSED VAVLES AT MOP SINK WALLS. 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY, NECr'fSSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE MORE /NFOMATION. CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. PROTE 17,0,N, SEE DETAIL FOR COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE $ MOUNT CSG -1 BELOW "'CUNITER, INSTALL BACK CHECK VALVE ON INSTALLED ANYWHERE THROUGHOUT THE BUILDING;. WATER LINE SUPPLYING rCE MAKER. CONNECT TO NEAREST 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WIT14,3-1/2" DOMESTIC COLD WATER LINE, P CONCRETE HOUSEKEEPING PAD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL � MOUNT GG -1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON EQUIPMENT. WATER'. LINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS, oowsTIC COLLI WATER LINE. PROVIDE 112" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE PIPING SHALL BC TYPE K SOFT 10 EMERGENCY ICjILEP SHUT OFF, PROVIDED WITHA CLEAR �P,NtiC 'C � LOCKABLE COVER: 12. ANY EXPOSED PIPING, VENTING OR ROOF PENETRATIONS SHALL RE 1 .. PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. FIRST FLOOR - AREA C2 Q9 SCALE: 1/8" = V-0" ;I ._----..,...�...�--------.�._.--w...__--- �.�. _ ... � m. ��� � ��- SANw .._.... �..„ m� ...�. � � m..- --�. i - cel 0 S-4 IN �Iff IL IK IH IG LU n 3: F IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Arch itectureI Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 r �k 816 421 8200 phone " 816 421 1262 fax design w#17 insight. Com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 01 V. PEg9' No. PE10403 0 IF P•,.. ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - First Floor - Area C2 82014 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI Q PI NI MI III ',I } t/ LJ/ V ti i A- w I- t, ,, "'- WN FOR DRAWING CLARITY. ;LL CODE REQUIRED CLEANOUTS. ' ARCHITECT. NO WALL CLEANOUTS ORS. NO FLOOR CLEANOUTS TO BE GHOUT THE BUILDING. AOR MOUNTED EQUIPMENT WITH 3- 3 PAD. V LOCATIONS WITH MECHANICAL . FLOOR DRAINS AND FLOOR SINKS. ING FOR ALL FLOOR DRAINS TO PIPING SHALL BE TYPE K SOFT DINTS FROM VALVE TO DRAIN. OVERALL SECOND• • Nim 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 1P 1 1.1 1 1a I iti I 1R 1 17 1 1Q 1 io 7n I 01 I 07 1 71) I 7A IR IQ IF I IN IN IL IK Iu IF IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 E€ 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0� 111 / / , ` O1 . V'• PEg9 No. PE10403 0 .o AT F i�lliilll�� �� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - Second Floor 82120 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 I 24 UJIz X - 5 __ ____________. __________ _ .. _ r L� c. -„..--.„- C ,�c._._.- 1111......:._ :....��,..�............_....W......w _1_1_11.... 1111.. _<. �_u.u._._ k .. _ . o_-_-�._i-;..___ m� 3x-1 s <I.. •Y` .4 R .._. •, _____ j C--. ...�.. .I_._�._.. _ .m._... ._._.e.,. _11111111. ..._ M 3 2t E- 1111.. ..>. .. ._.,<- 1111: .. _ _ i :, }; ,r� ili ,:: �_ ::, .....11 E - ' i11 �� i l , _.. " _. _. a.. �,...-._. .......... ->m_ �._._.__.__ _ - _.. » �� > ><>_ « _. 93_ ._.....,.., >? .. _1.1.1.1_.. __ < ro_.__. _ -__--11.1__1__-�I ._ _ _ _ _ __1.11.1.1111_..- < _ ... _<_-_<_ :_-w_-__,_-___._ _ �_-_-_-_-__<_-_, _ __--._.- ___ W- .<.. .. _. .. 1_1_1_1 __. < -. ..._ x ,. ...-_._ 1111,-.-..,_________-._.___ .--"'"':_...._F , .,: , ,h -- < , .. .=-` ___.: ___ --�_< >,�> : a,�w,.>< w �aaa„ w <s.>,�. a3 L-- >... a , » 1- '.____._' -'_111___:1_ ._.__._ __ ,. ,. _111_1.__. __..;.._... -____. :; __1_1_1_1_. _. 1_1.1__1:_ .. _11__11_ ,. .. _ - :: _____. ... _ .___ _.' __, _1_111 1111 .. - .. :, _ _ .__.,,..,.�._....,,:,, _._._ __11_11._._._ _____..._ ___-_N.___ _.__._. ..0 .�� _ :: _ -T _.}__ __. _�...-. ._ _.._ - ___________ :1_________1___1.1. 11.11_ ___ _________ __. _.___ - - - -... __. ______11_1.1.. _ ____.__ _ _ _ __ _. _ _ __._.__ .. _._. <. _1__1_11._ .. ... .. 1111 _... ._. 11_1_1__ _ _. 1._ _. _111_1_. 1111 - _ -..___.x...__...><- _ _1_111. .., __. �L - __ ._-_ _._.__.____._....-.-1.111. _<..__. _ _ . )lI � T <:B l_ ' r `- _-11i , , ` .--- J L E - - - - _ _ - ---- a - - -- t GG 1: arm,F1 , aG i i S 1A ? F�_�4g 11 -I E3 F SH -1 4 F'. 1 1-111�I I --]A - c'H 1 k V,� 84 14 3 SH_1 SH 42 x 48 1 84 13 WC -i ,11 WC t WC 1., I'll�` L „� C .,-- a �] 843 L1 F L 1 ,.� � , �� 1 ' y. 3 2 -79 _ _ __ -1-111111.1,,, . - r ~p _ _ ,, . _ _ .., .. >, 1111... , .., 1111 [���- ,.,.,.,., ,,,, ., ., .., .,.,.,.,.DNt-Vrr i � ... , 1111, . ,, - ,. ... 1111,, .,. ...-.�_ -_DM1Y - - . » ���.I _ _ ate, +�-r - _a<.< .--<.- , , - _ T> _ » _. _ » mm \r » _ _ » _ ��_ - - _ o-2 ooR � - DHW - » °.. _ ;. OLW - Vii- -- - - - �y+--- +�i"r c2 'r . DC W- - - 32 3`i � 2 1 1/2'0 I J. A. 1 1/2"2 A. A. �. ���t i/20 1 1/4'e 1'2 J. J. 1!2'I'll L 1 1/4 B E - _ 11 _ E E GG 1 a WC 2 t--^� - ?'a \ - E , 5 ..._ . - ;3 t . I L :� d8 I L2 ` : � i If� 51- ?11 ) .r 3I �• .> E 1EN '� OMEV 8414 c;c- ❑ o I I 84 14 � 11 WC 2 - - t�: L -»a; - I I 11 11 , X225 v___a , . 2 � ,'ti11 - --r - - E ___ . UN - E E F , < _ .__ , , I __ >___ -. ?zl �t l' _. PJ I _ -w -, E .� e� ii i E 1 s GG2 ; � 3� 38 €> o 0 0 t . - - TRASF -- �4�13 ` ...... GG 2] I C2 C E r I czoe - _1111._ ' _ -` - m> E ; . - - __., - E S 6 r29 JS 1 3 ,z t O 8a 12 Nll ____ -- - -; . < _ � LTJ . 1- `�v %PdVln'eieiW-dfV ..._ pll� _._ _._ .��IYIYYY�� Ei t iE E I< -'`"� _1111. I .____._. j i EL!�J __. __ - - _,.1 , ,:�- STf O FROM ABOVE SH 3 ° WC 1 L-1 - f FD-1 i� 1 ® �` F _.__ �®°° F ` GG 2 i SH -1 GC 22 -- I I „ 3 „ i [ 1 �.. �' 3 _._.bei-A__v� _ ���BBB f - - ._._ �, WC -2 1. � M 11 7Z SECOND FLOOR - AREA Al m SCALE: 1/8" = V-0" -v d __._. _ w . _. -.. w N- - - , _._._...._. _1.1.1.1_._ _.. >.. aZ1111 ,> - E E _ .11_1.1_.. ,,__.. ..... . ... ........ ......... 1111. , 1111. ... ..-... ... _. 1111 __. ,, .. 1111. ., 1111_._. .. .. ._. ... ... .. ... ..a._... .. G _.. it E11, } , 1 ""i 1111 ... ...._... 1111.; .._..... 111111111. 11111111. ... ............ ........... .. 1111 1111........... .... .. 1111.. ......._....1 .. ..__............ 1111_.. { .. _.-.. 1111 ......I ........... i i . I EE EE i i .I E E ( { ;.. 3 E t t 'FI i ` E , l 1 ri ! > I UNIT i v B2 z LN,, i a ,_ X30 E [ - , [ a ` .�£ i E ,,- \ l 22g 3 l.Nl' E UN' ✓ i i F ^N rE! B reM i LvTD i IE 26 ze ; L2o �{ i-1 E •i ii i �. 1111, : F. -. ............. ...� ._..it 11- 11-11.:- 1111<.<,.. T e.. ..<<..,<. i ___.__., - �,<, .><.-,,.....�... \._.;1 E € : ..) ... �11\ 1111 '.I• .£ j t , ..;,t :E F , --- ------- 1 111 1111 '�._._. ""I � ... -" i E` i t._ i 21 EE E' _€ __ ... j t _..__.__ .1111. .....i .,,,.M.1,_ e1 _..._---------- ,. t : ;, eE I i -.-- 1 .. 1 E:..,..', 1111. ...._.... 1111. 3� - E 1111_ ._._._.__._t E E 84.12 _. F _, ? ._......_. > ....... 1 r I .. i_.... -mss , a E I FN. »<nw ...m.... -.<-..-n i ..._._._.___..._._..�._.� ..;: E i q ... .. } __'--- ..- , I E E..... , i, <...... _..:: ! , a-__, 1111 �......, ,-._ ,-�'. _ E _._ , q o , _. o i......_( i i GG2:: :G 1 2 .. o I i , £ GG - - GG 2 , GG 2,. ...E E : I ------ -_-11.11.. „.,..at 3-' ::: 3{ .. ;._ ... .1111.. i i .. £.. E E , 1 r "'1� E E ..( _ e :.. 4 1111 .. _____......._ 1111_._ ___ a.>..� ,aa , i..: .. : ................ ' I i E i<: 1111 i ' , GG 2 ; n. 1. E> _.. _. � . - _. 1111._<_._._.;, � } E , i ; :-, _ I I , .�� ; F F S 18 rr<_< S_i8 S_18 E F.:; [ t._._._.__.._, :` , --------1 1111.£_! q ' I . ,: ,y., 1111 >- , e it l F_ . ! ._ ...{ -1111-11-11 I'll- _ ,<<.,.< _,3 ,E SH 1 „> I i 0i 11i", ;, ..: SH• 1 39 40 : s 45 42 s 5 SH -1 1 F I:, a I < .. E, , >.><>.>..,>< 3 :�<..,.<»»»»;.».. ,. E :: <-.<_<�._._.1111_. _� --_ - , , -'. _ , , SH11 �•, t > : is 1 : i E ., eS, , e..� ':�,n.M.aa.<.�,,:.e tF j 3 a { E s. F - SH 1 � I 42.« \ SH i 84.13 s 84.1 84 13 84.13 >.W 84 13 F < Q 39 a 1A.,mMMR. ; ; _ Cb --F "' 841i3 a,.. (�'� vmR.,».. i g a.1 11L-.......,.,..,) S .4_<- 11.11 r"•'�i - E E F 4 .1111 41 1,1,111142111'S 1A WC 1 <i WC 1 ? E:: WC 1 WC -1 { , r WC -1 WC 1 s iiE ° WC 1 84.13 N1 WC -1 i f O L Li L1... I i L1 C - L1 11/2" _ _ - - - L-1 - °� 1 L1 _. C W .�..>~.. w.> ......... ... .. < ...1111.. . ..F ......,........., N EE i '-H• r �"" n w !., -`>$' .. :: 1111..; .._...._..,.r.�... ...m..,.,.�..., .. ""Y ..»..�..>-.._r _. _ �' y� :.�:.�.: ,. ......F i. ._.3.� i^ -q .,,T'.� .` _, t F*<a.. t :: l„.r V e,, I � ., :: _ , , `". 1111 ; : , 1 r...a , S<, .a E_.' ' < e ---- : _ _ _ _ ' GG1.:: .: .. GG -1 E € v o. a : E GG I... i CG F t- E : �_„ F: , _ , e .< F i , 1111 .. .. , .. I E <: .._ __L.�[___..,- � � t 1111 , ,mv1>.�1r.1 r.».. ... 1111 ..........,>�..> a<e,a.a�,aa> - ........P: __.»e<..,..a.... 1111_. ...__._._ - 1111.. ..iE 1111...-. 1111. aa.a..avu ,.aa e:».. ... ..............km <c<.MF,«a<a E ... 3/4„ - ---------- ----E- v-->w�. .-<_<.<___-_� _� _ _ _ _ .b.111E<>.>< 3>.>.>.>._>.>.>.�<>.»_._. 3/4„H _ 3., �-,_:�_..< i }<r a� ;F»� �::._. E � F --- L n. E < > _ �� .._____._.._ 1111... _.------1-1..-.. -1111. _-. -.. "I'll -1-1-1111-1-1-1-111,11-1. __.__._.., _........ 1111. _..-_. 1111...-1111 1111. 1111 _............ 1111_.-.. ... ._____.___._____.___ 1111_ ___ ...._..x t _ ... ...._.�._._ 1111__ <: i _ 1111 _. S e �_: �_. �._� _ _._y. 1111 1111 1111._ ill ...._...._ . M_____ 1111 __.-___: 1111_. ... .._....._._..... , ';,..____._.__. Eift11 ,"' -. _., !, .. 1111 - - i,.. �..... -... 1111. 1111. -. .... 1111 -. 1111 T i4 DHWR ..T DHWR DHWR Ej - -+- DHW - - a a » -DHW - - DHW-- i�+-- - DCW - - I I - - ___�_� - _ DCW - - ----t- - r DCW--- 3 m 1 H1 3'm 3'm 1/2"e S 2 3/4" 1 1/4"2 a 1 1/4"0 i i/2"a �- _�J� , v. 1111_ 1111._. 1111. ..y.I---.,,-,WW- -- _ _:�_._._.._-1111 _ ___ __ - .......... ...�.�.� _.�..._._ ..�:�.�F �:...::.� �:�.�.�.� .�:_:.:_: �:�:�:�._._._._._._._._._._._:_,_,__._,_;- z.�.,,>_W��........�.....WW�.. _. ... I ......... ......... ._.__._.__.__..__...__._.._._._.__._._._._._.____._._._.___.__._.� __.._,._ 1111__ _ 1111 ._._...,...,. 1111_._.1111_ _ ._ M aca a . »�» � , s c _>, t e <, F f ;} _ ❑ F i E .i .._ , ,� Ew..-�.� ,-E I ,i _ '.^,,,. r� '- E I V F 'r^ $ : {.. , :3 I i F^ . , ; .� E ; : I Ij 1 :> :-<.' ^ yi ..' E E E -Q , ......... ..:?, (�/'. .F • :, ,f {^' 1111 1111 1111... t :1111. 3 1.. 1111.. 1111.- y E i \w E S ....n O• EE LICr1. ,^ �,. £ Ei E : { :: ..:i �� E ,� I _i.. _._.. I . ..r'J,.,.-, {: } E. • , £ Tc r .-:, e e aaa-..�.... s. Nr ,Rrx r W 1 F E n t W 1 C E EI I F 1 -4........ a e. .. , ri ._. _ - - F-� ........:..... 1-- _ ._ . , i is _ c i n \ : "1111. ..7 ^ •~ !1111 , E t _....... L GG I a 1 ___ c. w GG i GG WC 1 GG 1 I_._._._ _._ <.-�. :i i - - .�.«....-.war'6_._ __ _ .._.,<..<e<..�.:...+: _ 3 : 1 111.. E .�.: _ ,,- '-. , 1 :: .: r" ...e '! a ............... '. F E. E: �;:: a��.-� _ } S>.>.>,.....>u,»�»w.>q -\ .. E : - 1111. _..-1111., L1 L1 -f L1 - -. .._ e. o F - >_._.__._._._ i t EE E .. F... " r..A ... SIA O ,I a - - s,E s 0, E: T3 SH -1 i; W 84.12 _ _.,,..,.._-r<. __ _ -_<_<_.-<_. 1111 WC i ., : S iB WC 1 - - WC 1 .,.......1-, 1111. 1111._ - - :: <, 1 - , 43,, \ F i- L 1 I - -- F _ 11 z_ € E3 \, 3g < \. \. 41 �,,` U. I 84.13: _. , ,> ,�",, ° SH -1 t s 84.13 84.13 , a I : T:E 4,1 \ - 4 84.14 _W._._ - !E 1111 £ ....._.... .. ..o,.><...><..a,..,.o,.a Qg -.» <_,_,_._,__._._._ . 84 13 1 _ ._ .-.....� , .::>. .. , : ,: g.� : 8 3 ,.., £ E ., > :F. £ �,-1111__ .._ 1111..; ...> _ . 1 Y '., :i _...._____. \ F t .,....,..,,a........ _ Ee 1 .<: , 3 1111... , { 'i t i ' { �� ,4 .t E . F , e , :£t x 1111 € 3 .,„„aa„ > a , 1111,, L"1 i ->�-., i ,r;' 1111 ^4 __%- _._,_.- y E ELEC i } .- , :: E, 111;1 - ._..",z� ._,-�, F , �,N�,zr._, 1111 - - -- ''' .n.,.,., 21 GG 2: EEE _s._._u. 1111 {, $ E _.r r_.�:-, i - o S -1B SH 1 S 1B : P i _._..__._._ zcJ t, x ....,....., , 1 , ; S iB { : 9 R I :: _,_,_E; .......i. i ! : :: a`:' ._ . t : - : i i t F-` _. F . ' E r \--------.__ L_._.$ i i i ,s E F I: ; 3 : a G :: , } , E . 84.12 F I. I o 6G 1 GG 2. m, i 1 M,raa...a..,,, E1. . GG 2: GG 2 ,1 G 2 - k .._ \ F c 47GG 2 i ` ._._ ._. 1111_ 44 �,_ '# ._ �^ , >..._.._.. .d. 1111:. E E ' ? .+` I <_z...� _ i"..� t,,,.._,.. tt _._ 1111._. 1111.. }: I 1, ,._ .....:___._ , UNI - ^-. i ; - : 1 , 1111. _. .�. .._._._- UNIT E F .E I ,: \ ----- --- - `, .__.._. .. -1111_ 8414 ', E E�N':T E. s 1111 - .. j ._ ._......-__. , t ii 22 1111... .>.,�.m..�,..�.. & E E: ❑ £\ t•1. .. .....,.... 1111 22 E. { y s B2 , .. } . .._�. 1,s 1 i , UNI D a iV :I .F , �E , : : y :^, F _ �_,<. ` , E 23 ii i "F: __ 1111 1111__ ... 220 a: R _: _ ._ _ I-. 4 f F ;,..., -__-a1.. e _ z � 11 A ii � �, � � '� , Z, I . ; , : � j! � 1 i � j I ��fJ -� �! t. E t E E - ` 3- SF02--'i i ' j E .. F I 'E f. 3g i s i 1111: T3., i i s i i j I F {`h•E > i I : i, I ................. _ 1111 _----- _ 1111 _- E .. ._.-._,-. _ --------------- --i I .� m1 I t i i 1111.. _ ...._._._.__ ,. .. .. -1111. -1111.1111_ - E i , „$. < ...........:....::-I,_,.,..,..,,.,,.,,.,,,,,,,<, <a. ._._.__.v._...._._._ .. ... tt i i E E, -I _ ._kms. -1111 41 pp li iii I , i I E i 3 tN 1 I i- :_..i_.....__ ........ .. ... .....__ 1111-.. 11 1 1 . ................ ....... ............._ ........ _ 3 ... ___ ........._ 1111 1111,. 1........, - ,. - . ff=1 ............._ ! .> .....U......._._.__..J ` i, 1111. , �Y...... -..-.� ..:........._.....E. 1 -.,.< ,. 1111. I� .£ S ............... 1111.__ b 1111._. .. .-. ..__,_... ...._........_.....1111-_-......_.........._.-.-.. _.. .. 3,..1.1.1,1.1,,,E <_. <.., 1111 _ 1111 1 <. <.<,.. �.<..1111, .,. „" d , ,> , „1111 ;1111, „ < ,, , ." . _..,ww.,ww 1111,, ,. w 1:� _ �_ L� ,i 1� ;E bt � _ , I _, . �- i s 11: - ->, ��1. I ST /O FROM ABOVE ........._ic" 1111 1111 :............ 311 11 I (GG2� �� i SECOND FLOOR - AREA A2 SCALE: 1/8" = 1'-0" k i I 0 I ,a I d I F I F 1 7 1 A I Q I in 11 I 19 I iQ I id I iF I iR 1 17 1 1A I iQ GENERAL PLUMBING NOTES 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE POSITION AND LAYOUT OF THE ~STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN .2"- 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS MPERATURES INCLUD ING ATTIC,. EJECT FREEZING TE SU COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE, 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED WALLS. 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. COORDINATE LOCATIONS WITH ARCHITECT- NO WALL CLEANOUTS ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE INSTALLED ANYWHERE THROUGHOUT THE BUILDING. 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3- 1/2" CONCRETE HOUSEKEEPING PAD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT. 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT COPPER SEAMLESS WITH NO JOINTS FROM VALVE TO DRAIN. TE PLUMBING. KEYED NO S ❑i STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN ROOF WELL. ❑ 5 P.S.I > 1/4" P.S.I. (7" W.C.) PRESSURE REGULATOR AT BUILDING GAS R FOP MORE DETAILS. TRAN O SERVICE EN E.EE NATURAL GAS RISE SEE 3 3/4" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. 4 SE 818 IN ROOF WELL. ❑ROUTE 3/4"DOMES TIC COLD WATER UP TO HO ❑ 1-1/2" WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW PREVENTOR ON IRRIGATION LINE AT DOMESTIC WATER CONNECTION. ❑6 GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. 17 ROUTE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN ROOF WELL. PROVIDE EXPOSED VAVLES AT MOP SINK NECCSSSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE PROTECTION. SEE DETAIL FOR MORE INFOMATION. IR IQ IP IN IM IL IK IU IH IG IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden +Bee ett Tri I Buck Architecturel Interior Design) Construction Management _ 11 817 Wyandotte !{ Kansas City, MO 64105 �N �� E t'i,i 816 421 8200 phone J 3a�x�.ra. {5} 816 421 1262 fax design with insight.com IIIIIIIIIIIIII Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 91 3.362.1 800 p / 913.362.2609 f 0\ \\WHf1/ri/ii \\ 01 v.... P4 %, -%0 ,0" GXST�� y'% No. PE10403 0 w AT F A -.0 40- '% G� \ i /�1IIII�I,�\�\111111 ISSUED FOR: 0 1 00 /o OC Y Construction Documents 11 Jul 2013 U Drawn B AJ Y Checked By K Z J Mechanical - Plumbing - Second Floor - Area Al & A2 0 Project Number: 2013.037 © Copyright 2013 nA 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 F- I DI MI LI KI HI GI FI EI DI GENERAL PLUMBING NOTES . THE CONTRACTOR? SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR ISNSI�LE RESPcFOR PROVIDING NECESSARY OFFSETS, TURNS, RIES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS W CONFLICT WITH PIPE ROUTING. 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS, 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT Of pi -,ANS REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SOP60t1L E. 5. PROVIDE HEAT TRAOING ON ANY PIPING INSTALLED IN LOCATIONS SUBJECT FREEZING TEMPE,9AT`URES (INCLUDING ATTIC). COORDINATE EXACT ROUTING OF ALL P/0814G WITH OTHER TRADES, EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. FIR? SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED WALLS, 3, NOT ALL c"L E:ANKOI,ITS ARE SHOK1V FOR DRAWING CLARITY. CONTRAC:T'OR :THAI -L INSTALL A! L NODE REQUIRED CLEANOUTS. COORDINATE COCATION;a WMH ARCHITECT. NO WALL CLEANOUTS ALLOWED IN 8UiLDING CORRIDORS, NO FLOOR CLEANOUTS TO BE INSTALLED ANYWHERE THROUGHOUT THE BUILDING. 9; PROVIDE AL I, GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" CONCRETE HOUSEKEEPING PAD. 1 o, C,OORD!NATE ALL FLOOR OPAIN LOCATIONS WITH MECHANICAL EQUIPMENT. * 1; INSTA.-L TPAP PRIMt--HS 0N+ ALL FLC�DR DRAINS AND FLOOR SINKS. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE• PIPING ,SHALL BE TYPE K SOFT .,!tet F'?Y`f SSC iiJiL�.y� WTTr`I'NCrc)IN'�_ hrI43 "r+'t VE'; 12 -ANY EXPOSED PIPING, VENTING OR ROOF PENETRATIONS SHALL BE PAINT FO TO MATCH THE BACKGROUNL), CONFIRM COLORS WITH ARCHITECTURAL- PIANS. KEYED NOTES - PLUMBING STORM, AND STORM OVERFLOW PIPING LIP TO ROOF DRAINS IN ROOF WELL, 5 P,S.i> 114" P,S.I, (7" W.C.} PRESSURE REGULATOR AT BUILDING GAS SERVICE ENTRANCE. ,SEE NATURAL_ GAS RISER FOR MORE DETAILS. E3 3/4" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VAR/FY AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. E7 ROUTE 314" DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF WELL. PREVENTOR ON IRRIGA IO,N LITGA TION- NE A DOMESTIC WATER BACKFLOW CONNECTION. GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. ROUTE 314" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN ROOF WELL, PROVIDE EXPOSED VAVLES AT MOP SINK NECCESSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE PROTECTION. SEE DETAIL FOR MORE INFOMATION. MOUNT WATERLINE ELOW SUPPLYING OUNTER. INSTALL BACK CHECK VALVE ON ICE MAKER, CONNECT TO OOMSTIC COLD WATER LINE, MOUNT GG -1 ABOVE COUNTER, INSTALL BACK CHECK VALVE ON WATERLINE SUPPLYING COFFEE MACHINE, CONNECT TO NEAREST DOMESTIC COLD WATER LINE. i0 EMERGENCY BOILER SHUT OFF, PROVIDED WITH A CLEAR LOCKABLE COVER. IR IQ IP IN IM IL IK IH IG IF IE ID IC C ; /___ i 4 KEY PLAN SECOND FLOOR - AREA B SCALE: 1/8" = V-0" B e B b PEARS( 11� �r q(�i { ['� . .N KENT int l4 K IN'.;' Y F?r4AFF --- LaGWn-ELits. LLC B•'i L.,k. 3.. Y�`.., S IT'E :•j ()VE-Hli •:N . rl..'l,':iv 6620: Q i .t.(. _i;: �.'1Jl �f'�'.4A,!�.1'.'�{�R��F. �:v.v-F✓Iv A A 1 1 1 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 a 1 5 1 6 7 8 9 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 " 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 01. ST No 9 PE10403 0 o -o AT ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - Second Floor - Area B 82m22 Project Number: 2013.037 © Copyright 2013 n A I Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte E Kansas City, MO 64105 816 421 8200 phone SEE€° 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers. LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f `0,,1 V. PEgq'% - � No. zz PE10403 0 .o AT F w�\ ISSUED FOR: 100% Construction Documents 11 July 2013 2L Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - Second Floor - Area C1 82023 Project Number: 2013.037 © Copyright 2013 YlI Ji 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 LL mi 7 P i -' DHWRII Itti rDHWR... ....... r °. 7. -OHW SECOND FLOOR - AREA C2 SCALE: 1/8" = V-0" M A IR IQ IP IN Iiiiiiiiiiiiii■i1� IL IK V IG GENERAL PLUMBING NOTES KEYED NOTES - PLUMBING 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF El STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN F PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS ROOF WELL. CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY E 5 P.S.!> 1/4" P.S.I. (7" W.C.) PRESSURE REGULATOR AT BUILDING GAS OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO SERVICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. �3 314" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS AND CONNECT TO NEAREST DOMESTIC COLD WATER RISER. ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". ROUTE 3/4"DOMESTIC COLD WATER UP TO NOSE BIB IN ROOF 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING WELL. FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS �5 i i/2" WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW E SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). PREVENTOR ON IRRIGATION LINE AT DOMESTIC WATER COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, CONNECTION. EQUIPMENT AND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE 6 GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. ROUTE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB /N 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED❑7 ROOF WELL. PROVIDE EXPOSED VAVLES AT MOP SINK WALLS. 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. NECCESSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. PROTECTION. SEE DETAIL FOR MORE /NFOMATION. COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE ❑8 MOUNT GG -1 BELOW COUNTER. INSTALL BACK CHECK VALVE ON C INSTALLED ANYWHERE THROUGHOUT THE BUILDING. WATER LINE SUPPLYING !CE MAKER. CONNECT TO NEAREST 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" DOMESTIC COLD WATERLINE. CONCRETE HOUSEKEEPING PAD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL2MOUNT GG -1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON EQUIPMENT. WATERLINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. DOMESTIC COLD WATER LINE. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT 10 EMERGENCY BOILER SHUT OFF, PROVIDED WITH A CLEAR I V LOCKABLE COVER. 31 12. ANY EXPOSED PIPING, VENTING OR ROOF PENETRATIONS SHALL B PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. o 1 q I d I r I F 1 7 1 A I A I 1(l I 11 1 19 1 1. I id I 1; I iR 1 17 1 iR I 1A C IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck 71 Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone i>> 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V. PEA 0 q �G\STER Q No. � PE10403 0 -o '• AT F •'��\ '�0, ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - Second Floor - Area C2 82024 Project Number: 2013.037 © Copyright 2013 3I 3I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 IR IP IN y OVERALL THIRD FL■OR PLAN e NO 4 I ^ I G I A 1 7 1 A I Q I 1(1 1 11 1 17 I i4 I 1A I irz I iQ 1 17 1 IQ I 1n OA IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Caty, MO 64105 �"8C@6 E5 816 421 8200 phone �E 816 421 1262 fax �Eee r design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V PE Ql,'% No. PE10403 0.: — -o '• AT F AZ '0 . S ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing -Third F loor 82030 Project Number: 2013.037 © Copyright 2013 -I N H © — ®. a GENERAL PLUMBING NOTES 1 THE CONTRACTOR Sr,ALL COC7:Rn!NATE THE ROUTING AND PATH p OF PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY IX OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO M �^ INSTALL THE PLUMBING SYSTEM TO CLEAR. STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. - 2 COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS - ABOVE CEILING HEIGHTS !r�IDIGATED ON ARCHITECTURAL PLANS. 3, NO SANITARY PIPING BEi W GRADE SHALL BE LESS THAN 2". 4, FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SCHEDULE. 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS , SUBJ ECT FREEZING TEMPERATURES (INCLUDING ATTIC). COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, Ell C: q .. EQUIPMENT AND PLUMr�;PdG FIXTURES. 6, ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE 'BEL FLOOD RIM OF FIXTURE. FITTINGS FOR VEN PIPING 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE K RATED WALLS, 8. NO ALL CLEANOUTS ARE SHOb'WN• FOR DRAWING CLARITY. CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. ti COORDINATE LOCATIONS WTH ARCHITECT. NO WALL CLEANOUTS U C 1 ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE _ ® INSTALLED ANY HE E THROUGHOUT THE BUILDING. MOUNTED EQUIPMENT WITH 3- r - — , pkp 9. PROVIDE ALL GROUND AND FLOOR _ 112" CONCRETE HOUSEKEEPING P,AD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL l _ I - j r h EQUIPMENT 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. TO mN PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS NEAREST TRAP PRIMER VALVE, PIPING^ SHALL BE TYPE K SOFT COPPER SEAMLESS WITH NO JOINTS FROM VALVE TO DRAIN. —� e_E r� ' E F -I � -1 .I I L � L F — — —IF T DO ao G `._.. - - 1 I : _._.---- _.-.-m,� _ - - E : a , i 1 i 1 1 1 1 t: 1_ I { h _ 1' E 1 i 4 1 C 1: j I. I i 1 e i: .. —. ...... .. A .., 1 C y OVERALL THIRD FL■OR PLAN e NO 4 I ^ I G I A 1 7 1 A I Q I 1(1 1 11 1 17 I i4 I 1A I irz I iQ 1 17 1 IQ I 1n OA IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Caty, MO 64105 �"8C@6 E5 816 421 8200 phone �E 816 421 1262 fax �Eee r design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V PE Ql,'% No. PE10403 0.: — -o '• AT F AZ '0 . S ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing -Third F loor 82030 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 g 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 7 RI 01 NI MI 3 - S -1B STAIR 3 5303 i.i�'.°: £-'y,i - um, ., D €. 322 axml } i qp ._...mom LWr �D 3E a ., _ _.. GG 1 o I € ; ; i..' o GG -2 p, ® ,GG2,;€ �_.. .._._._ ._.< GG -2E;;... ....... ;........ } o �' (. s — v >, www S-18 � SH -1 i:< <:>- � SH -1 � ,,.�t E.. SH -1 s::»• �,., S -1B 40 �: ^ 42 4 5 E 42 E 45 S 84.13 84..13 84.13 ;'s < ii.:i 41� 84 13 8 . WC -1 S -1A : o WC 1 » WC -1 �._....._F WC 1 u WC 1 L.1 L.1 L1 F - L1 L1 .. — r V _ ......... - 0 j0 y'�G 1-. E • : -ei $ i i • t P E ' E l.F O ...r.. i•e i � i • :E • � �l .•..•.......:.............: .. :._....... ......_.->...,..;,.,..,.. S.,_,.....,_...-.^_._�._�. _ __._ ....... ....... ._. ...^ .� :. .>._ .....a..................., {gt ..... ........�....wwwww. www ww.w ......,-....... .. ........ w .v :a�.E , 1 m 43 4" VTR 3t1 _ _ 41 43 21 84.13 C ORR DOR 84.13 84.13 C3ol 84.12 4" VTR WC -1 3"a ^ ._.......a. ..................: . E I ,...._._._.� .._._... �wvw�wv, wm�e>v>vwa ... .._.... t ....._._...._....7 >+ `NF _._.. :tl ._...._._. ._.. .... ....._. Q a._._.. ._. . .I O O . .t — Eli I L_i k-3,10 s Qq.__ SH_1 _......... 6 E -------- WC-1 Cf O © t SH 1ll P S -1A �._..... WC 1 Li 3 L-1 ,,i L-1 € `i ''��` zE: C® i' p[ ...E SH 1 i _ _______ t } � II � 41 � r E r E I 84.13 t , t E '.t E _.0 a S 18 o o S -1B _.____ GG -2 €. .... ,GG 2 I: ; G 7 E o E lq GG 1 GG -2 TGA :..-.- i'.. `gyp F S .. 1 •e 1 ! t_ _.......e S' E .. 47 UNI- C £ T F E t ._.._._..� - \......., 2, _.., — p 84.14 =_ t E 3�i r s(E I _ h 325 325. - $ E j I 44 jl i 84.13 t j _. ! ! t I , ._. __. E • _ _.. .. E } a-- ........ ..._. .._._ ___. .. E L-1 ----------- THIRD FLOOR - AREA A2 SCALE: 1/8" = V-0" W Z J U 5a GENERAL PLUMBING NOTES G l ,1THE QQ.(VTRACTOR SHALL COORDINATE THE ROUTING AND PATH G WITH THE POSITION AND LAYOUT OF THE STRUCTURE. ------------HIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. � 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS I' ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SCHEDULE. 5 PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS -- - y SUBJECT FREEZDINATE EXACT ROUTING OF TEMPERATURES (INCLUDING ATTIC). 66Q�2 F ALL PIPING WITH OTHER TRADES, L i EQfAPMENT AND PLUMBING FIXTURES. :. .3.-... [ ----------- --fikL.KENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE F1T7}l(VGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. 3 G 2 , , g. _ FtR#!SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE ` I,£ l r_�� [ RA7 D WALLS. SH -1 8 Wa 'ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. As 42 1 1,1 CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. `COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS 'WC -1 84.13 WC -1 ALL -OWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE INStALEDANYWHERE THROUGHOUT THE BUILDING. U/DE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3- s, i , , , , __,, ^>. CONCRETE HOUSEKEEPING PAD...... ... ... ._._.. MECHANICAL DINATE ALL FLOOR DRAIN LOCATIONS WITH MEC C EQL PMENT. WC -1 11.1NS LL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. PRC 11DE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO _GNEA iEaT TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT 1 1/2 CO ER SEAMLESS WITH NO JOINTS FROM VALVE TO DRAIN. 0 SH -1 KEYED NOTES - PLUMBING � L 1 1® 3.1 PRM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN g F WELL. 3 > REGULATOR AT BUILDING GAS =�._ �.! 1/4 P.S.I. (7 WC.) PRESSURE �... . VICE ENTRANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. -GG-2 E i Uv- E �3 3/ ,DQMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY A (CONNECT TO NEAREST DOMESTIC COLD WATER RISER. l` l ] R ; 1 3/4" DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF WELL. �5 1' WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW --- C �ITOR ON IRRIGATION LINE AT DOMESTIC WATER CT/ON. �6 L UP TO ROOF TOP UNIT IN ROOF WELL. _...._ �7 DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN . PROVIDE EXPOSED VAVLES AT MOP SINK NECCESSARY RAINAGE FOR MEANS OF FREEZE PROTECTION. SEE __._.__._.MORE INFOMATION. 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 vi I 14 I iF I iF 1 17 1 1st I is 0A IR IP IN IN IL IK I V IH IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f PFa,qi OIST&t� 0 No. PE10403 0 AT F liiniliW0�hll ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing -Third Floor - Area Al & A2 82031 Project Number: 2013.037 © Copyright 2013 817 Wyandotte Kansas City, MO 64105 r4,w 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f PFa,qi OIST&t� 0 No. PE10403 0 AT F liiniliW0�hll ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing -Third Floor - Area Al & A2 82031 Project Number: 2013.037 © Copyright 2013 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI Q PI NI MI LI KI HI E WH t t, DD -1 ODD -1 O® i ,.THIRD FLOOR - AREA B2 2 1 3 1 4 1 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 iR I 1A GENERAL PLUMBING NOTES THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF .PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN CONFLICT WITH PIPE ROUTING. 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. i. tit SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 21,. 4. rOR INOPODUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT S/4c,1WN ON pLAr:°S REFER TO RISER DIAGRAM AND PLUMBING FIXTURE SCHEDULE, 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED /N LOCATIONS SUBJECT FREEZING TEMPERATURES (INCLUDING ATTIC). COORDINATE EXACT ROUTING OFALL PIPING WITH OTHER TRADES, EQUIPMENTAND PLUMBING FIXTURES. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE I ITTIN� �S FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. ;�. FIHE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED WALLS: B. NOT A" CL EANOUTS ARE SHOWN FOR DRAWING CLARITY. (INTRACTOR St-IAI,L INSTALL ALL CODE REQUIRED CLEANOUTS, COORDINATE LOCATIONS WITHARCHITECT. NO WALL CLEANOUTS ALLOWED /N BUILDING NORRIDORS, NO FLOOR CLEANOUTS TO BE INSTALLED ANYWHERE THROUGHOUT THE BUILDING. 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-112" CONCRETE HOUSEKEEPING PAD. 1o'. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EIG UIPMENT 11. INvFTALf TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. PIgQVIDE 1; 2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO NEAREST TRAP PRIMER VALVE. PIPING SHALL BE TYPE K SOFT . f ,,.'I~.r^�i'SC.��ALc�',� Ytrt�', 'l.'c�.�i�11VTS ��?v1� ✓trLVETO C"�r11V . ,: 12, ANY EXPOSED PIPING, VENTING, OR ROOF PENETRATIONS SHALL BE PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. KEYED NOTES - PLUMBING STORM AND STORM OVERFLOW PIPING UP TO ROOF DRAINS IN ROOF WELL. FI 5 P.S./ s L-4" P.S J: (7" LNC.) PRESSURE REGULATOR AT BUILDING GAS ,SERVICL ENT)gANCE. SEE NATURAL GAS RISER FOR MORE DETAILS. �3 314" DOMESTIC COLD WATER LINE TO WALL HYDRANT. FIELD VARIFY rr AND CONNI=CT TO .NEAREST DOMESTIC COLD WATER RISER. ,74 ROUTE ROUTE 314"DOMESTIC COLD WATER UP TO HOSE BIB IN ROOF WELL, 1-112" WATER CONNECTION FOR IRRIGATION. INSTALL BACKFLOW PREVENTOR ON IRRIGATION LINE AT DOMESTIC WATER CONNECTION. L= -J GAS PIPING UP TO ROOF TOP UNIT IN ROOF WELL. i�� ROUTE 3/4" DOMESTIC COLD WATER UP TO SUPPLY HOSE BIB IN ROQF WELL, PROVIDE EXPOSED VAVLES AT MOP SINK NECCUSSARY FOR LINE DRAINAGE FOR MEANS OF FREEZE PROTECTION. SEE DETAIL FOR MORE INFOMATION. LJ MOUNT GC's-, BELOW COUNTER. INSTALL BACK CHECK VALVE ON WATER LINE SUPPLYING ICE MAKER. CONNECT TO NEAREST DOMESTIC COLD WATER LINE. 7g MOUNT GG -1 ABOVE" COUNTER. INSTALL BACK CHECK VALVE ON WATER LINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST DOMESTIC COLD WATER LINE, 1D EMERGENCY BOILER SHUT OFF, PROVIDED WITH A CLEAR LOCKABLE COVER, ID 14 ')A IR IQ IP IN IM IL IK IH IG IF IE ID IC IB Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management two817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insig ht. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �\ \1\IIIIIII///, ` 0 1 \STE No. PE10403 0 IF ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI 41 31 October 2013 0 CCD #1 10 December 2013 )rawn By AJ ;hecked By KJZ Mechanical - Plumbing -Third Floor - Areas B 82032 Iroject Number; 2013.037 © Copyright 2013 1 I IN 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 t I R 2"e- a _ g E E .... E ... ___ p t[ .. __... .. E G Cy„ - ti t � E I ! DHW- I i m 2' E CONNECT T3 I;S 4 x_DHWR ONEAREST 1� 2 1 f Q VENT RISER 4 i 8 { p r� DCP'1 •�*� '?1. 3�4 "e-�` '^ D L E 3„ 3 e cn I G DHW DHW - ? 4, P I E DCW -DCW------------- 2 _ DC £ i E i...,.® . I 3 €ii I i a ,.,E . .. DL D 14-,,7' H.. .. .f wry s f 2'm 3" I @ a t a U Y4j :DHWR 140- 314; o , I - q 3 er� i R 2"- E 3 0 N 2 I s I ST-" ET -1 .__........_.. { X3 6 Fd L; C I LER , E FS 3 ST 1 a c3 1 ce I3r ILIA LI KI HI 31 BISTRO EQUIPMENT CONNECTION SCHEDULE ITEM ITEM NAME / DESCRIPTION GAS MTG. HT. HOT WATER COLD WATER MTG. HT. WASTE CONNECTION NOTES B1 DROP-IN HAND SINK 112" 1/2" 18" 2" FLOOR SINK 1,2 B2 DROP-IN PREP SINK 1/2" 1/2" 18" - 1.2 B7 COLD PAN - 2" FLOOR SINK 1 NOTES: 1. PROVIDE 12'X12" FLOOR SINK WITHOUT GRATEAND WITH MESH BUCKET LINER. 2. PROVIDE INDIRECT DRAINS. EXTEND TO FLOOR SINK AS REQUIRED. 2" KITCHEN EQUIPMENT CONNECTION SCHEDULE CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY ITEM ITEM NAME / DESCRIPTION GAS MTG. HT. HOT WATER COLD WATER MTG. HT. WASTE CONNECTION NOTES 1 WALK IN REFRIGERATOR/FREEZER - - 2" FLOOR SINK .. 1 11 WORK TABLE- SINKS 112" 112" 18" 3" FLOOR SINK 3 12 HAND SINKS 112" 1/2" 24" 1-112" STUBOUT20"AFF - 15 STEAMER - - - 3/4" 36" 2" FLOOR DRAIN 10 20 FRYER 3/4" (105,000 BTU/HR) 301, _ _ _ 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT - 21 RANGE 3/4" (227, 000 BTU/HR) 301, SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING E L 23 CHAR BROILER AND STAND 314" (60, 000 BTU/HR) 30^ FIXTURE SCHEDULE. ; ; { 3 C , N 24 CONVECTION OVEN 3/4" (110,000 BTU/HR) 30° _ :: 11 _ _ 30 HOT FOOD TABLE - 112" d_ w 2" FLOOR SINK 2.4 38 DISHWASHER 3/4" - 18" 3" FLOOR SINK 3,56 39 SOILED DISH TABLE- DISPOSAL 1/2" 3/4" 18" 2" STUB OUT 8"AFF 7 40 UTENSIL WASHING SINK (3 -COMP) 1/2' 1/2" 18" 3" 1 FLOOR SINK 1 41 BEVERAGE COUNTER 112" 3/4" 48" 2" FLOOR SINK 3,8 52 ICE MACHINE - 1/2" 60" 2" FLOOR SINK 2,9 GENERAL NOTES: 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. _. c4" i I 1. COORDINATE ALL WORK WITH KITCHEN EQUPMENT CONTRACTOR. !HA 2 COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS 2. REFER TO SHEETS 61.01, 61.02, AND 61.03 FOR MORE DETAILS. r ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE i E t 3 NOTES: INSTALLED ANYWHERE THROUGHOUT THE BUILDING.i 1 1. PROVIDE 2" COMMON DRAIN LINE FROM THREE SINK DRAIN CONNECTIONS. EXTEND TO FLOOR SINK AS REQUIRED, 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" 2. PROVIDE 12"X12" FLOOR SINK WITH HALF GRATE AND WITH MESH BUCKET LINER. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL 3. PROVIDE 12"X12" FLOOR SINK WITHOUT GRATE AND WITH MESH BUCKET LINER. EQUIPMENT CORP. GOR I 4. PROVIDE INSULATED DRAIN LINE FROM DRAIN VALVE TO FLOOR SINK. 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. 5. PROVIDE 120 DEGREE MIN, HOT WATER. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO _3 `E E I E E 6. PROVIDE DRAIN LINES FROM DISHWASHER AND CONDENSATE HOOD. EXTEND TO FLOOR SINK AS REQUIRED. G.,. -s r�,r5`c>,jULE,,. Uhr,,;"NGuOfN':�Ft,vnil .Ht,VETJL,,.itP� 7. PROVIDE CONNECTION TO PRE -RINSE FAUCET AND CONNECTION THROUGH SOLENOID VALVE TO WATER INLET IN REAR OF PRE -RINSE SINK. 12.ANY EXPOSED PIPING VENTING OR ROOF PENETRATIONS SHALL B..3; 8. PROVIDE CONNECTION TO FAUCET, CARBONATOR IN ICE AND SODA DISPENSER, FAUCET IN ICE AND SODA DISPENSER, TEA BREWER, HOT CHOCOLATE DISPENSER, PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH COFFEE BREWER, AND JUICE DISPENSER. PROVIDE BACKFLOW PREVENTER ON CONNECTION TO CARBONATOR. ARCHITECTURAL PLANS. 9. PROVIDE CONNECTION TO WATER INLET THRU WALL MOUNTED FILTER. PROVIDE BACKFLOW PREVENTER AS REQUIRED. 10. PROVIDE CONNECTION TO WATER INLET. PROVIDE PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER AS REQUIRED. 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 ORR GOR o 24 9 3 &� ENLARGED FLOOR PLAN - KITCHEN SCALE: 1/4" = V-0" FIROUTEI/2" WATER TO AND PROVIDE GG -1 BOX TO SUPPLY SODA, JUICE, ICED TEA AND SODA COFFEE MACHINES. MOUNT AT 48"AFF. PROVIDE BACK CHECK VAL VE BEFORE EACH BOX. GENERAL PLUMBING NOTES 1. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF IR IQ IP IN flu. IL IK IH IG PIPING WITH THE POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER�m84 .. 1 F SYSTEMS W CONFLICT WITH PIPE ROUTING. ,..- 3 E......................................................................e..................«...........................................................................e....e....3 ""' ` " O O O e.._ ..,............. 2. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS 11 �----------- ABOVE CEILING HEIGHTS INDICATED ON ARCHITECTURAL PLANS. TO RIS ER 9 w 3. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2". 3 i 4. FOR INDIVIDUAL PIPING CONNECTIONS TO FIXTURES AND RISERS NOT CF SHOWN ON PLANS REFER TO RISER DIAGRAM AND PLUMBING E L FIXTURE SCHEDULE. ; ; { 3 C , N 5. PROVIDE HEAT TRACING ON ANY PIPING INSTALLED IN LOCATIONS :: 11 SUBJECT FREEZING TEMPERATURES (INCL UDING ATTIC). I --FS-2 d_ w COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES, EQUIPMENTAND PLUMBING FIXTURES. 1 BISTRO !. 6. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE E E E, E E f FITTINGS FOR VENT PIPING BELOW FLOOD RIM OF FIXTURE. 7. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED •:i 3.. .... .i � GG � 3 a WALLS. y -1 I � ( i E 8. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. _. c4" i I CONTRACTOR SHALL INSTALL ALL CODE REQUIRED CLEANOUTS. !HA 2 COORDINATE LOCATIONS WITH ARCHITECT. NO WALL CLEANOUTS 3 , r ALLOWED IN BUILDING CORRIDORS. NO FLOOR CLEANOUTS TO BE i E t 3 :. d• INSTALLED ANYWHERE THROUGHOUT THE BUILDING.i 1 9. PROVIDE ALL GROUND AND FLOOR MOUNTED EQUIPMENT WITH 3-1/2" CONCRETE HOUSEKEEPING PAD. 10. COORDINATE ALL FLOOR DRAIN LOCATIONS WITH MECHANICAL EQUIPMENT CORP. GOR I 11. INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS AND FLOOR SINKS. PROVIDE 1/2" TRAP PRIMER PIPING FOR ALL FLOOR DRAINS TO _3 `E E I E E NEAREST TRAP PRIMER VALVE PIPING SHALL BE TYPE K SOFT G.,. -s r�,r5`c>,jULE,,. Uhr,,;"NGuOfN':�Ft,vnil .Ht,VETJL,,.itP� , EE 333 � 12.ANY EXPOSED PIPING VENTING OR ROOF PENETRATIONS SHALL B..3; PAINTED TO MATCH THE BACKGROUND. CONFIRM COLORS WITH ARCHITECTURAL PLANS. MEMORY CARE KITCHEN EQUIPMENT CONNECTION SCHEDULE ITEM ITEM NAME / DESCRIPTION GAS MTG. HT. HOT WATER COLD WATER MTG. HT. �TECONNECTION NOTES M3 WORKTABLE- SINKS 3/4" 15" 1.1/2" 1 STUB OUT 12"AFF 1,2 GENERAL NOTES: 1. COORDINATE ALL WORK WITH KITCHEN EQUPMENT CONTRACTOR. 2. REFER TO SHEETS 61.01, 61.02, AND 61.03 FOR MORE DETAILS. NOTES: 1. PROVIDE SHUT-OFF VALVE, LINE STRAINER AND 314" MALE GARDEN HOSE FITTING. 2. PROVIDE MINIMUM 110 DEGREE WATER. 12 13 14 15 17 in ENLARGED PLAN - BISTRO SCALE: 1/4" = V-0" ❑i HAND WASHING SINK PROVIDED BY KITCHEN CONTRACTOR. PLUMB SINK WITH RISER #29. �2 MOUNT GG -1 ABOVE COUNTER. INSTALL BACK CHECK VALVE ON WATERLINE SUPPLYING COFFEE MACHINE. CONNECT TO NEAREST DOMESTIC COLD WATER LINE. 1A I gn 1 91 1 )9 IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone `EE RIE EI i E �E 816 421 1262 fax design w#17 insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0\` Uljlffllli Q,O� V. PEg9S% STF.q oy No. PE10403240 a AT ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 A2 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By AJ Checked By KJZ Mechanical - Plumbing - Enlarged Plans 82061 Project Number: 2013.037 © Copyright 2013 rim ©= PI ►nm 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 122 R O!" . G t w 1/2 3/4" wpXf 1" 1" 3/4" 1" ("f 1/2' 3/4' FIXTURES 3/4" 1" FIXTURES 3/4' 1" 1" 1"� 3/4" 1" SH (1) 1 WC (2) WC (2) s (2) wC (1) we (1) � • WC (2) wC (1) , IC L (1) ..T ❑ L (2) ❑ L SH O .. ❑ cc -2 (2) .. ❑1It. SL �1) ..ITI—I ❑1 S� ��) .. ❑ SH O .. ❑1 SH (1) ,. ❑ S (2) GG -2 (1) GG -2 (1) GG—Il (1) S (r) " " p 1/2 1/2 3/4' 3/4' 1/2" 3/4'1/2' 3/4" 1 2" 3 4"1 2" 3 4" / / / 34 34 12 O , 2 ,Y:OR __ ._l. ... <. " i' t f 1 1/2 FIXTURES /� 3/4" �XTVRES r3/4" Q� 1/2' FIXTURES0. 3/4" FIXTURES 1/2' FIXTURES 3/4" FIXTURES 1/2" wC (1) we (2) r� . WC (2) r.J . S (2) we (1) We (1) we (2) we (1) SL ��) SH (21) SH (2) GG -2 (2) SH (1) SH (1) SH (2) SH (1) ,/2()�� L(2)•••• L(1).. " L(1).. p L(2) .. " • cc -2 (r) � / 1/2 1/2' t/2 1/2 3/4 X1/2 ``„"F �.:f-ti - j f DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER VENT PIPE IN ATTIC I VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN AMC 1 VENT PIPE IN ATTIC + VENT PIPE IN ATTIC - � VENT PIPE IN ATTIC � VENT PIPE IN ATTIC A, V— �-- .r A - V J !ir �. t., .�. FlXTIIRES 3 3 3 2 3 2 2' 2" �— FIXTURES. FIXTUR FIXTURES FIXTURES FI 3 3 I a ,3 V � I FIXTURES � FIXTURES l � �' wC (1) �} wC (2) V WC (2) V S (2) t— V WC (1) r— V WC (1) 0 V W 1 t-- V T Wmx ?� V — - SL (t) 1 1/2"7 SL (2) 2% l SH (2) 2■ I GG -2 (2) 1 1/2 SH (1) 1 1/2"7 SH (1) 1 1/2.7-1 SH (1) 1 1 2N SH (11 1 112 () L (2) > FD (2) L (1) > L (1) L (1) / L 1) / FD (1) ( I FD (2) I I GG -2 (1) I GG -2 (1) I GG -2 (1) I S (1)Fi i ID (2) FD (1) FD (1) FD (1) FD (1) ! t� p 2" I C# 3' J. 3' 3 2" _, ... r t . , 3" a R 3 M I t SAN LSAN � SAN t SAN I � I _ _ _ _ _ _ � _ _ _ � �,,..:. SAN wc FIXTURES FIXTURES SH (1)) V e V FIXTURES FIXTURES FIXTURES SAN FIXTURES �. FIXTURES � FIXTURES �, 1 2 SH (2 ■ WG ( I +�-- V S (2) r-- V wC (1) ?— V WC (1) ?-- V WC (1) r— V We (1) r--- V 7 L (1) / " L (2 1 1/2 SH (2) 2' GG -2 (2) 1 1/2' SH (1) 11/2-7 SH (1) 1 1/2" SH (1) 1 1/2" SH (1) 1 1/2" 3 () L (2) FD (2) L (1) L (1) L (1) L (1) FD (1) c� FD (2) FD (2) GG—2 FD (1) FD (1) FD (1) FD (1) 2 ■ p w ■ w r w w 3 p w ■ ■ E,- � rz CO 4 3 - f 3' 3 2 3R CO 4 3 3 „ 2 t. CO � , � CO � _.0 ;: ;` CO 3 �� �;, ��: CO , 3' CO 3 2 SAN - 2 SAN — — SAN — — L— ❑ ❑j 2 2 SAN 2 SAN �' 2 SAN — SAN — — $AN SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB UN SAN PIPING DER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE/VENT WASTE / VENT WASTE / VENT WASTE/VENT WASTE/VENT WASTE / VENT WASTE / VENT WASTEWENT VENT OTYPICAL RISER OTYPICAL RISER OTYPICAL RISER OTYPICAL OTYPICAL RISER RISER(DITYPICAL RISER 0TYPICAL OTYPICAL RISER RISE N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ROOFOOF y OOF __....__...__..._ ..._._. ' ,i FIXTURES 1/2' FIXTURES 3/4■ t" QXNRE) 1/2' 3/4" E1XIl16E� 3/4" FIXTURES 1/2" FIXTURESEIXNRE) 3/4" t " ROOF s (2) �. . WC (2) � • S (2) (2) t-- . S (r) WC (2) wC (2) GG -2 (2) ❑ SL (2) .. ❑1 GG -2 (2) ❑j SH (2) .. ❑j GG -2 (t) �_ .. ❑j SH (2) 1 SH (2) 1 VC L 112 1/2" 3/4" 1/2" 3/4■ 3/4" 1 2" S (2) 314' 3 4" ■ ■ // 1/2 3/4 , _ O t.-- - ■ ■ ■ " w Z 1/2 3/4 wFlXTUR �S 3/4 wE1XTURES 3/4 L ��) .. GG JS (�) .. S� (2) .. S� (�) .. 1/2" 3/4" 1 ■ GG -2 (1) /2 t/2" f €.i P DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER uW ROOF 4' VTR it ;' . 3 VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE 1N AMC ^ VENT PIPE IN AMC „r — :w t V c� V ci-- „tw V� - _� __ --`--------------� -�----------------�---------- ------------------------- 2 _ _ ___ _ __ __ __-- 3 2" 2" FIXTURE I 3 3 3 _� FIXTURES FIXTURES 3 FIXTURES � FIXTURES + FIXTURES I ?— V � J + FIXTURES S (2) We (2) �- V S (2) 0 V INC (2) ?— V S (1) V T WC (2) ?— V WC (2) 0 v _ff GG -2 (2) 11/2-7 S� (�) 2R� GG -2 (2) 1 1/2"7 SH (2) 2•� GG -2 (1) 1 t/2" SH (2) 2"� SH (2) 2■� I () L (2) L (2) L (2) FD (2) I I S (2) I 0 (2) 3 3 ■ w FLOOR �- 3 2 3. ■ ■ ■ p t---- L ------ 4 2 3 ---L .__,00R 2 ------- ---- L - -------- ----- --- -------- SAN SAN SAN SAN FIXTURESll SAN SAN SAN 1 ll WFlXTUR �) t— V GG 2— V _4 W e— V —+T W c� V ---FT S (1) 2' JS (1) 1 1/2"7 SH (2) 2'J SH (1) 1 1/27 3 FS (1) () 3 Fp () GG -2 (1) v� c� �1 ) I ■ • 3 R ■ 3 2 4 CO � , - � 3 < 2' 3 �i_ �,ie 2' CO r CO 4" 3 __,__.__,_._.___.___, ___f .__ __ _._,__,_,_,__,_,__ t. f��- c: �' CO CO 2 SAN — SAN — — _, ❑ 2 2 —'? 2 � 2 2 SAN � — � ❑ ❑ �❑ 1❑ ❑ o SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE/VENT WASTE / VENT WASTE / VENT WASTE / VENT WASTE / VENT WASTE / VENT WASTEWENT VENT (STYPICAL RISER OTYPICAL RISER STYPICAL RISER(STYPICAL RISER(STYPICAL RISER 15 TYPICAL RISER 16 TYPICAL RISER 0 o N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 23 24 IP IL IK IH mm IF PLUMBING RISERS GENERAL NOTES 1. ALL CLEAN—OUTS TO BE INSTALLED IN UNITS. NO E CLEAN—OUTS TO BE INSTALL IN CORRIDORS OR PUBLIC AREAS. PLUMBING RISERS KEYED NOTES ❑1 DHW AND DCW FROM CORRIDOR ON LEVEL TWO. D 2❑ SANITARY PIPING BELOW SLAB ON LEVEL ONE. 3❑ CONNECT TO VENT HEADER IN ATTIC SPACE. k 1 2 1 3 1 4 15 1 6 1 7 1 8 19 110 Ill 112 113 14 115 1 16 117 1R IC Carmel Senior Living W 1 h Street and Illinois S Quadrant of 36t Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f v Ple4R �'4 No. PE104 24 •p'. TAT F 4i ISSUED ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Plumbing - Riser Diagrams 84011 Project Number: 2013.000 © Copyright 2013 a RI AI L K I� 1� 14 15 Ib 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 122 ROOF ROOF ROOF ROOF ROOF ROOF ROOF F1 URES r 3/4" 1" FIXTURES r 3/4" 1" FIXTURES 1/2" 3/4" FIXTURES 3/4" 1" FIXTURES 1/2" 1/2" FIXTURES 1/2" 1/2" FlXTUR 1/2" 3/4" FIXTURES 3/4" 1" WC (2) �,,L �.. we (1) �,L _ wC (1) WC (1) �,,� , S (J) �, �..t� S(1) s (1) WC (2) SH (2) SH (1) SH (1) .. ❑j SH (1) .. ❑1 .. ❑j GG -2 (1) .. GG -2 (1) SH (2) .. ❑1 L (2)••TL (1) L (1) L (1) L (2) 1/2" 3/4" S (2) e1/2" 3/4" i/2" 3/4" S (1) 1/2" 3 4" 1 2" i/2" i 2" 1 2".1 2" 3 4" 1 2" 3/4" I T04 .� r FLOOR 2 Z r_c,cR 2 FLOOR FIXTURES /�3/4" FIXTURES 3/4" FIXTURES 1/2" FIXTURES f 3/4" FIXTURES r 1/2" FIXTURES 1/2" FIXTUR 1/2" FIXTURES 1/2" WC (1) 2,..,L . we (J) s (J) WC (2) 2 L S (1) 2 L S(1) S (2) �..� , SH (1) GG -2 (2) SH (2) GG -2 (1) GG -2 (1) SH (1) L (1) .. SL (I) ,. L (2) .. .. .. .. L (1) .. S (1) 1/2" S (2) 112- 1 2" • r r 1 A / 1/2 / 1/2 1/2 1/2 /2 FLOOR 1 FLOOR F r;Oa f FLR FLOOR t FL FLOOR 1 DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER ROOF +R O, ? Ro 4;,; F` R;�O ROOF _ __._.__.- _.__—__-_._ __ _._ _ v _ RO. F E _ _ _-------_- -------------------- --- ----- I _._....-------------- --- ----SIL ................. ___ _____ ___ ------ I ___�- __._...____ ....... ------_____.....__ __ -J� _._ .. A7'7 VENT PIPE IN AMC!! VENT PIPE IN ATTIC -� VENT PIPE IN AMC • .�• VENT PIPE IN ATTIC VENT PIPE IN ATTIC f �• VENT PIPE IN ATTIC VENT PIPE IN ATTIC � VENT PIPE IN ATTIC - AT7C Y ATTIC V n".". 0 �`° V T'-!!' G-1T� l��' V "_!f' V i�r_' C—T�C . "'.'t_r v rtn (Y6 m v .. .7 ,r. t, C o.A.... r FX7URES 2 + 3 FIXTURES l 2 LJ 2 LJ 1 J/2 L�J FIXTURES 1 /2 3 2 3 2 lRE� E7t l FI ES WC (2) t-- v WG i1) � V —T WC (1) t-- v �}� WC (1) e- - V �}T ) r— V ��• s (J) r— v �}T 0 v �t W „�„ v t SH (2) "� I SH 1) i ! SH 1 r� I SH 1 •� I N I GG -2 1 " 1 GG- () • I SH �,,2 2 L (2) 2 L 11) 1 1/2 L �) 1 1/2 L (1) 1 1/2 1 1/2 () 1 1/2 2 (1) ? 1/2 L) 2 FD (2) S (2) I FD (') I S (1) I I I I I FD I () A r FL-----J. ___-____ __________ ____ FIXTURES SAN FIXTURES SAN SAN j1- - --- � __.__. �________._______._L _.snNmm _ ��____ WC (1) �- V T wC (1) e V �-+� 1) ?— V -+T W ( V ---FT F ?--- V -FT F �- V �---FT FIXTURES t— V -+T W� �--�- V SH (1) 1 1/2" J" SH (1) 1 11�t"__ GG -2 (2) 1 112 SH SH (2) 2•� 1 1/2"7 GG -2 (J) 1 1/2"J GG -2 (t) 1 1/2"� SH (1) 1 1/2" E L (1) L (f) L (2) FS (1) FL (1) FD (1) FD (?, FD (2) ( r r r 3 r A r r N r r r N N 3 3 3 r N OR 3 2 2 3 2 !� CO 2 3 r 3 3 3 F _ �� ,, 3 3 L,.,,R 1 ---- rL0 t j CO Fi.F;�i;t � CO 'wv�`? , CO FLOOR i CO r"rC�U?Rt ? CO FiG�OR 1 CO !'_vt;'i' CO -SAN - — 2 - 2 SAN 2 SAN SAN -� SAN 2 ❑ ❑ - -� ❑ ❑ ❑ SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB _V SAN PIPING UNDER SLAB- SAN PIPING UNDER SLAB WASTE/VENT WASTE / VENT WASTE / VENT WASTE/VENT WASTE / VENT WASTE / VENT WASTE /VENT WASTE/VENT OTYPICAL RISER(STYPICAL RISER(SITYPICAL RISER(SITYPICAL RISER 21 TYPICAL RISER OTYPICAL RISER 23 TYPICAL RISERSTYPICAL RISER 0 0 N.T.S. N,T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ROOF" ROOF _ ROOF ROOF ROOF —_- ----__--� __.__.__.____._._.__________.____-__------- __._______._____.__._._ � FIXTURES 3/4" 1" FIXTURES 3/4" 1WC (1) WC (t) " 1/2" ? FIXTURES 3/4" FIXTURES 3/4" WC (2) WC (2) WC SH (2) .. L SH (1) ❑SH (1) �--... SH ((11) L ❑ L (1) - L (1) ❑ L (1) ) .. 1/2" 3/4" S (1) 3/4" GG -2 3/4" 3 1 (1) 1/2"/4" FLOOR 2 FLOOR 2 FLOOR 2 FLOOR 2 FLOOR x _ _ _____.__._..-_-- - ____-- -- __.__........ __. _---___.--------------------- _ ------------------------ S -_-_____--__---._._._ -_S () 3/4" 3/4"WFIX C () 3/4" 1. GG -2 (1) L (2) SH (t) JS (1)L (1) El 3/4".1/2" JS (1)3 4" 314- FLOOR1 FLOOR I FLOOR� FLCOR `-OOR DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER ROOF ROOFROOF 4" VTR ROOF 4" VTR ---------------___ _- ------ __-_--------- __--- ______---------- ____ .__ _._---------------- lI VENT PIPE IN ATTIC I VENT PIPE IN ATTIC VENT PIPE IN AMC VENT PIPE IN ATTIC ATTIC �--+ilk cL V� ATTIC � Al - TIC yyl1� t' ._.e.a_......_._'_'—'___.,..,.__..._._"'_._._.__._.____.__.......__.__...___._._._._.. .....__.......___..,.._. V,_,_a_.. HJfii..__._.__._ V___..... AIN` m` ' ' r��� r.___._, i`c�lO�; 1 -------------- 2" 2 " 3 3 3 DOMESTIC WATER W �•-- V WFIXTUR 2S t— V w 1 r— V WAC '1) r--- V --FT SH () 2"7 L () 1 1/2`J 1 SH (1) 1 1/2" SH (1) 2• I I GG -2 (1) - ____._______._.VENT PIPE IN AMC A^ ^mmmm 3" I 3" I 2" FL' J. AMC— rv,___________------------- SAN SAN SAN SAN FIXTURES FIXTURES FIXTURES 3 �V t—V-V GG -2 (1) 1 1/2- wL (2) 1 1/2"� SH (1) 1 1/2"7 JS (1) A (2) 3 GG -2 (1) I 2N CO 3" 3" CO 3" �, CO v� 2" r,;,^P CO J. " I FL OR 1 FLOOR ; FLOOR ! 3 ....... -_ - _______ ___ - __-i__-_--_--_________ SAN — — -� E � o a o SAN l J FIXTURES T SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SH (1) 1 1 V WASTE/VENT WASTE / VENT WASTE / VENT WASTE / VENT L (1) 1 1/2" FD (1) 25 TYPICAL RISER 26 TYPICAL RISER 27 TO YPICAL RISER 2$ TYPICAL RISER "''' '" 0 N.T.S. N.T.S. N.T.S. N.T.S. k 4 A F 7 S2 Q 1 n 11 17 u SAN PIPING UNDER SLAB WASTE / VENT STYPICAL RISER N.T.S. 12 1A L3 1 1--+ �0 �© IP IL ROOT ROOF FIXTURES 314, FIXTURES 314" J SH (1) SH (2) L(1) L(2) S (1) GG -2 (2) 3/4" GG -2 (t) 1/2" FLOOR i3 FLOOR i FI S(1) 1/2"1" 1 Ef 3/4" 1" H GG -2 (1) • • ❑ 1/2" t " 3/4r 1 " FLOOR .; FLOOR 2 w 3/4" G SH (1) ' L (1) s (t) GG -1 (1) 1/2" GG -2 (1) FLOORr _ FLOOR 1 DOMESTIC WATER DOMESTIC WATER F mROOa'aROOF VENT PIPE IN ATTIC ��T-mmmmmmmmmmm�Am~pm�---_VENT PIPE IN ATTIC �A7h.- �11 - e 2-- — V ATTIC 4'-�T.? _V _ PLUMBING RISERS " FIXTURES 2 3 FI " 2 3 GENERAL NOTES FIXTURES WC (1) 1 V WC (2) 0— V 1. ALL CLEAN -OUTS TO BE INSTALLED IN UNITS. NO E SH (1) 2 SH (2) 1 1/2"7 CLEAN -OUTS TO BE INSTALL IN CORRIDORS OR S(1) 2" I GG -2 () I PUBLIC AREAS. GG -2 (1) L0, L.___-1 FLOOR 3 3" PLUMBING FIXTURES � SAN FIXTURES RISERS KEYED NOTES S �I) S (3) 7 DHW AND DCW FROM CORRIDOR ON LEVEL TWO. D L 1) 1 1/2"� 2" GG -2 1) I SANITARY PIPING BELOW SLAB ON LEVEL ONE. 2" c 3❑ CONNECT TO VENT HEADER IN ATTIC SPACE FLOOR 2 IFLOOR 2 " SAN � SAN WWFf C() eV" L (1) 2 C S (1) 3" 4" GG -2 (1) 3" L.00>? 1 CO 4. FLOOR 1 CO — — F �7 SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE / VENT WASTE / VENT STYPICAL RISER STYPICAL RISER N.T.S. N.T.S. 1F I 1F 1 17 1 10 1 1D I 7n1 I 71 1 77 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f V 1IPE.�'''''' No. " PE1040 240: " y .o TAT IF : At f111111111��` ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum #1 23 September 2013 2Q ASI #1 31 October 2013 Q CCD #1 10 December 2013 Drawn By AJ Checked By KZ Mechanical - Plumbing - Riser Diagrams Project Number: 2013.000 © Copyright 2013 q I U M 3I A S (2) GG -2 (1) LOOR -3 8 19 110 111 112 113 114 115 116 117 118 119 120 121 122 - — ---- Roof- "'Yoo-i-, Roof --- - — - ---------- ------ - -------- --------- ------------------ ------------- --- - ------------------ ------- 1--- ------- -------- - --------- --- ------------ - -- - ----- - - 1-1--- ----------- ------ R. Lia. ------- JR001: ----- -------- WC (2) 112 Z 112- Z 112- IN �. r3140 S (1) S (2) WC (2) i WC (1) ?-L I. . SH (2 SH SH (1) SH (I SH (1) L(2) L L(t) VL (I � L(1) I GG -2 - S I IL ,- GG -25 *, GG -2 (I 112 112 GG -2 1 314 112 314 112- P "Y)IP 7 11,11")"Q11, T S (1) J 4w S (1) 112- J14' 112- J14" GG -2 (5)J/4' 314' GG -2 J14 In 112* 314' 112x 112 112' — — ----- - --- — --------- — ------------------------------------ 2 F 0GR 2 "LOOR 2 LCOR 2 2, - ------ 001"? FIXTURES 3/4" FIXWC TURES 10 S (1) (2) GG -2 (6) SH (2) 314" GG 3 /4 OOR 17 OOR -- — ----------- - -- - R-OOR FLOOR I ... . ...... .................... ---------------- - -------- -- --------- ---- --------- - ------------- DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER Ro Rool, R - Roof - — ---- ------ - - VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN AMC I VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN AMC V V I, ? V -- - - ---- ------------- - ---- - ---------- -]S-0 AMC V ArM, A T C V A V V 47- A-," 7 vlq AMC ....... . . ... :Ir .. . .. .. ..... .... ....... - . 111111 1 -""ll,"-�,,�,,� "I'l""I'll,�,,�'ll"�-1-1",----,-� X �-) ---- - - --------- - ..... ..... . ...... .... ....... FlxruREs3 1 112 x 1 112 2- 1 112 x ---- - - ..... ---2-112 - 2-112- -bl FIXTURES OXALR FIXTURES FIXTURES FIXTURES LL h -Q V ---F V S (1) V ? V V —4 S INC (2) S (2) -W—(2) WC (1) 0 V WC (1) �— V wc (1) 11 GG -2 1 SH (2) .7 SH (2) SH (1) SH I SH " 1 112 2 1 112 1 112 2 1 112 2A7 1) 1 112N -J L (2) L (1) L 1)) L (2) GG -2 S (1) I GG -2 (5) 2"'ll GG -2 (1) T J. 2' 1 - 2- 1 3. 2" 4' SAN 3 �--LOOR 5 1"Loop 3 00R -------------- - -------SAN - ----- SAN S4N L -SA -N ----- -- SAN ------ SW ---- L S 4-N SAN FIXTURES 0-)Uw S (1) V S (1) V -j7--� WC (1) 0 V S (1) ?-- V —FT V .7 Zi 0 V 7 -�il 7 T wC wc (1) 11/2-7 1 112 SH (1) 1 1121 GG- 1 (1) 1 1/2-7 SH (1) 2 SH (2) 2" i 1i 7 7 7 L S (1) GG -2 (5) GG -2 2 2 in L 2 01 .3 4 in 2 9-001? 2 .... L . . . .. .. ........... ------------ - - ------- .... . ........ . ..................... SA L SAN SAN SAN SAN - ------ LSANFI � S(I 0-- V FIX V 7—++ WC (21) GG -2 6 27 SH (2) 2. -3. 2- L (2 ...- 2 -3 4 GG -2 2) 4# COIR in 4- io CO 4a OOR 1 COlk - CO CO OOR I CO FLOOR i CO F- --- ----- --- -1-1 - ----- I-,.-, - ------------- ..... ........ L --L--11--1 ------------ - ------- - - --------------- - ----------- - ---- ------ ...... ..... ....... ..... . -------- 'L�- --., F-71F-,)-� SAN PIPING UNDER CAM SAN PIPING UNDER SLAB SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB-/ SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SM PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE VENT WASTE VENT WASTE / VENT WASTE I'VENT WASTEWENT WASTE VENT WASTE / VENT WASTE VENT OTYPICAL RISER STYPICAL RISER OTYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER SMSIR SER N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ROOF 1,110GIF ................ ----------- ---- i,;7,R003" ROOF ROOF ........ . ................... ..... . ............... . . ................. ...................... . .. . ................ .............. . . - -- — - --------------------- --- ........... ....... . ..... -------- ---- - -- --------- -------- ---------- ...... . ...... . ...... --------------- - - 1/2 F J14M FIXTURES 1' Q� S (2) wc (1) WC (2) S (2) 112 WC (2) S(1) 112 S (2) 112# GG -2 (1) SH (1) SH (2 SH GG -2 L (1) L (2 L 2 (1) 2 112 112- 112- 314 112 GG- GG -2 I GG -2 000 'Z 9 T Luiv, J p -:OOR 3 3 ---- — — ------- 1-1-1-1-1-1-1-1-1-1-1-- - i, " I ------- f LOOR FIXTURES r 112- 314' 1-1/4' FIXTURES 112- 314 FIXTURES 1" 1-1/4" FIXTURES 112- 314 FIXTURES 112' 1 s(2) tL WC (1) WC (2) S(2) WC (2) S(1) S(1) GG -2 (1) SH (1) SH SH (2) ❑GG -2 (2) 7 ,314" 1120 1/4 't*71 ED IT] 6� El El L L �, * - -"47 L -41 2 1) 112- 112- GG -2 314 112 112* 112" GG -2 (1) GG- T 2 F 01 R 2 0OA? 2 L -1-OOR 2 ----- --- — - - - -------- - - ----------- - f-1-001? 2 FIXTURES 112 FIXTURES FIXTURES 112 S �,2) F J14" INC (1) WC (2) S (2) WC (2) S(1) GG -2 1) SH (1) SH SH e -L GG -2 (2) L (1) L L 1.. 1-� * * — GG -2 GG -2 (1) GG -2 (2) 112w 112" 112- 112- 314' 112N 112 N FLOOR 1" FIOOR i-,OOR i FLOOO R FLOR - --------------- - - - -- ----- ------- ----------- --- - --- - --------- ------------------ - -- ----------- --- - ----------------- --------------- - --- -------------- ----- -------- --------------- - --- --- --------- --------------- - - DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER IMIIZI =IN M h IMILI IL -LL � w - IMI; Le MR ------------------- - - ----------- ----- - - - - ------------ - ---- - ------ M/.A,-),,`: Aloof, + ------ --------------------------- ----------------- +--1-1-1-1-1-1-1-1-1-1-1-1-1-1 -------------------- - --- - ----------- --------- - ------------ --- -- ------------------- I ------ .. . .. ... ............. - ----- ------- ------- ............ - --------- -------------------- ----- -------------- PLUMBING RISERS VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN AMC GENERAL NOTES V A AT711- V Al"I"IC V V -)�q V A) r. E 2- 3 2-112* J 2- J 2-112* 3 1-112- J CLEAN -OUTS TO BE INSTALL IN CORRIDORS OR (2) 11 J, �6 ----------- ......................................... - . ...... ............... . .. . — --------- ---- Vn i0m, ------------ 1. ALL CLEAN -OUTS To BE INSTALLED IN UNITS. No FIXTURES b6 PUBLIC AREAS. S(2) 0 V wc (1) V. WC (21 V S(2) V WC (2 V S(}) 0 V S(I 0 V GG -2 (1) 1 112 SH (1) 11/27 SH 2 1- 112' SH 2 2.7 1-1/2' 7 GG -2 1 1/2-7 L (1) L ( ) -FJ1 L 2)) J, PLUMBING 2- GG -2 (1) 2- GG -2 1 2 1- 112 GG -2 2- 1- 112' 2 - FD (1) 1 RISERS KEYED NOTES in in 3" 2 J. 2- J. FLOO 3 17i OOR FLOOR J DHW AND DCW FROM CORRIDOR ON LEVEL TWO. --------- - -- - .......... -- - ---- 7-1 ------------------ --------------- ------- t - - ---- ------- ------- t SW SAN L SAN SAN SAN SAN SAN FIXTURES I SANITARY PIPING BELOW SLAB ON LEVEL ONE S 0 V wc (1) 0 V WC (2) 0 V S (2) 0 V 7 WC (2) 0 V S (1) 0 V. S (1) 0 V GG -2 1) 1 1127 SH (1) 1 1 eq . 77 SH (2) 2.7 T 1-119. -3 T SH (2) -,-7 T 1- 7 T GG -2 (2) i,�9-77 T CONNECT TO VENT HEADER IN AMC SPACE. L (1) L (1) GG-2 (1) GG -2 0-2 (2) FD (1) 2n in '0 L '� 2 "T") 0, 'OOR 2 fLOOR_2 00, 2 2 L ............... ............... . ............. ......... . ------------- - ---------- -- L .......... . .... ............... . . . .... ------- -- ------------ SOIN SAN SAN SAN S4N SAN t FIXTURES V FIXTURES V --4� FIXTURES FIXTURES V FIXTURES FIXTURES FIXTURES wc (1) 0 WC (2) 0 V S (2) 7 --� - WC (2') 0 V.7-4� S (1) V S(1) 0 V ---4� SH (1) 1 12 -7 SH (2) 2.7 1-112. SH (2) 2 1-112- GG -2 (2) 1 112-1 L (1) 3. L (2) 4- -3- L �2 J. J, GG -2 (1) GG -2 (1) GG -2 2) 4 2- FD (1) in CO 4N 4- in 2' in 4- 2N 2- J. F OOR I CO U, CO CO i F"L00A" OOA,� Co q 40 CO -- - - - --------- ... F"OOR I ------- - --------------------------- ------ -- --------- ---------------- 2 2 ❑ El 2 ❑ ❑ SAN ------------- - - - - ------- SAN r -------------------- -- - �N SAN SAN PIPING UNDER SLAB �SA SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB -V SM PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE/VENT WASTEWENT WASTE / VENT WASTEWENT WASTE VENT WASTEWENT WASTE / VENT STYPICAL RISER STYPICAL RISER OTYPICAL RISER STYPICAL RISER (BITYPICAL RISER STYPICAL RISER STYPICAL RISER N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 7 4 4 r, I R 9 in 11 1A 111 1t^ 17 1.q IQ F1, =10 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplel± Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, I -I -C 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843,0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f 11%J11111II!,11 ! 0"A V. PL,4,o?//,I,, V No. PE11040!�240 TAT )F ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Plumbing - Riser Diagrams 84013 Project Number: 2013.000 @ Copyright 2013 7 1 8 1 9 1 lu 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 ZU 11 LL Of' R 0 OF ROOF - — ------- — - - - — - — --------- — ------------------ ----- --- --- -------- ----------------- --------------- - --------- ----- - -_._FIXTURES — ------ — --------------- ------- — ----- - --- J/4' 112- 314' 112- FIXTURES 314" 1. i wC (1) S(2) WC 1) WC (1)314 WC (1) S (1) wC (1) 1 S (1) 1 12 SH (1) SH SH (1) SH (1) SH (1) L (1) • L (1) L (1) L (1) L (1) 112w S (1) is S (9) S (1) GG -2 112A 112' 112' 112 112' GG -2 (1) 314' 112' FI-OOR 3 i-i 001P 3 OOR 3 3 ........ ....... ..... ..... ------ — ------------ . ....... FIXTURES 3/4" 1/2" 1/2" FIXTURES 1314 112- 3/4 112 314' WIC (1) (1) S (1) •WC 1) S (1) wC (1) we (1) wC (1) SH D T�YaF SH ((11)) Fl T, E l SHL ((11)) Fil SHL GG - 112 3/4 112- 112 S 112- 3/4- 112' 314- 112 314 112' S iI 314- L FLOOR, 2 f"LOOR 2["LOOR 2 FLOOR 2 OOR 2 2 F100F' 2 ------------ - — ---------------------------- ---------- ------- ....... .... - - - - ------------- - - -------------- 112... .......... ---- - -- — ---- - ------ ----------- - - - - --------- ------ FlXiURES 314 1�2 FIXTURES 1 ' WC (1) S(2) WC (1) wc (1) SH (1) SH (1) L (1) L (1)L S(1) S 112 *112 112 112" P 00P OOR F _00R I --------- - ------ DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER DOMESTIC WATER F ROOF i{ J. IR0011 ROOF VENT PIPE IN AMC VENT PIPE IN ATTIC - VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN AMC VENT PIPE IN ATTIC VENT PIPE IN ATTIC VENT PIPE IN AMC 7 0- -144 V -1174 T� V V14 F, 7 _' , -_ - V�� 06--- - V14 TK." A T7 C T11 A'[7 C 06.--- - V V ------ ................ A3 A7 A T C A .......... .. .................. ..... ..... 2" 1-112- 2- 1 112- 2-- - ----- bi WC (1) V UOLRZ F IX TUR ES 4�-_ V FIXTURES V —4' S (2) V -4" FIXTURES 26-- V FIX V —T-4: WC 1) V —4' S (1) wC (1) WC (1) SH (1) 7 __v7 SH I SH(1).7 .7 SH (1) SH (1) 1 112' 06 1 1- 1 1/2 1- 112"7 L 1 1 112 1 112 2m7 2- L (1) L (1� L (1) L (1) GG -2 (1) S (1) 2`11 1-112- JS 11 2`11 1 S (2) 1 S (1) GG -2 (1) .3m 2' im 2- 2- 2- 3. A FLOOR 3 F1, OOR !:10OR 3 rs L 0 0 31 'LIOOF" OOR 3 7 - - - - ------ J ------------- - -------- L---------1__ SAN SAN SAN '—I SAN SAN SAN SAN WC (1) 0 V --ill FIXTUR S(1) 7 WC (1) �-- V S (1) V. WC (1 0 V WC (1) e-- V —4� WC (1) e-- V SH (1) 77 v.7 SH (1) .7 7 SH (1 1/2-7 7 7 1 112- 1 112 1 112 T 1-112 1 SH (1) 1 112- SH (1) 1 112 L (1) L (1) L (1� L (1) 7 L (1) GG -2 (1) S (1) I FD (1) S(1) S (1) L jL ±1 Lv LOOR 2 F 00, R 2 001", 2 . ......... - ----- --------- ---------- F 2 OR 2 SAN SAN L,5AN SAN - - -------- - - ----------- SAN ------ ---- — - - - ------------- - - L AN SAN WC (1) 0-- V V FIXTURES i-_ V --il V S (2) 7 wC (1) wC (1) e SH (1) 1 112-7 1-112 SH (1) 1 1/2-7 L (1) 11/2-7 -3'2' S (1) JL 1. 2' GG -2 (1) FD 1 3' S ((1) 1) 4 2- 4" oo, 4 2 - 3 3w 4 2" 3. Co F7 COI�, FLOOR I C4* FLnOi? i COltly CO, i 1-00JR I co C, C4* ----------- : . ...... k ------- --------- ----- --------- - - ---------------- - - - ............. -------------- -- - ---- ------- ------------- - ----- SAN A — 4- 4 - I — , 721 0 -0❑ SAN -0 --- SAN SAN ff] 41 --1 2 -1 2 SAN PIPING UNDER SLAB_V _V SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB SAN PIPING UNDER SLAB WASTE VENT WASTEWENT WASTE / VENT WASTE/VENT WASTE/VENT WASTE/VENT WASTE / VENT WASTE/VENT OTYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER STYPICAL RISER N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 31 ROOF 112 3/4' S (2) GG -2 (1) IT 112w 314, FLOOR 2 1/2 1/2 12112 & DOMESTIC WATER ROOF, VENT PIPE IN AMC ATTic' L%— - — V ....... ........ 1 112 FIXTURES J S (2) GG -2 (1) 1 112- QOOR 2 2` ___________ -S- -4—N - - - - - - - - - - - - - -------------------- FIXTURES S V 1 1/2-77 LOOR I 2" C04� J. SAN SAN PIPING UNDER SLAB WASTE/VENT STYPICAL RISER N.T.S. _V E 1-112' 11-112" I r -1/2--J 2 . .... 2 . .... 1-112* I I - 112 112' 112:,� (412- 112 112 112. I�2 1 112- I I I ;3 00 I I FLOOR ----- — — ... . ..... .. ------ J. 2. 3-1 SAN LAUNDRY SINK WATER CLOSET LAVATORY JANITOR SINK FD -1 FD -2 FS -1 FS -2 GGI TYPICAL PUBLIC FIXTURES RISER NOT TO SCALE NOTE. RISERS SHOWN ARE GERER4L FIXTURE PIPE SIZES. REFER TO PLUMBING SCHEDULE FOR SPECIFIC FIXTURE TYPES AND DETAILS KITCHEN EQUIPMENT NOT SHOWN. _V_ 1-1/2" 1-112- 1-1/2' 112- 112- 112- 112� 112- 112\ (412- 112 112' 1— 112' 2 .0 .0 FLOOR -- ---- ---- - -------- ------ L ------- --- - --------- ------------- ------ 3 2- CAN — _t BATH/SHOWER WATER CLOSET LAVATORY SINK DISHWASHER FS -1 GGI GG2 TYPICAL RESIDENTIAL FIXTURES RISER NOT TO SCALE NOTE. RISERS SHOWN ARE GERERAL FIXTURE PIPE SIZES. REFER TO PLUMBING SCHEDULE FOR SPECIFIC FIXTURE TYPES AND DETAILS. GG2 r% A RC1 IP I N IL IK IJ IH M19 IF PLUMBING RISERS GENERAL NOTES 1. ALL CLEAN -OUTS TO BE INSTALLED IN UNITS. NO E CLEAN -OUTS TO BE INSTALL IN CORRIDORS OR PUBLIC ARM. PLUMBING RISERS KEYED NOTES El DHW AND DCW FROM CORRIDOR ON LEVEL TWO. D F2 ] SANITARY PIPING BELOW SLAB ON LEVEL ONE. I CONNECT TO VENT HEADER IN AMC SPACE. 1) 1 1 1 A I r, I A 1 7 1 A I Q I in I ii 1 17 1 1_1 I 1A I 1r I 1R 1 17 1 1A I ici I )n 191 1 99 IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplel± Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f V. PCE4 ?6 CX S T E, No. PE1 040 4240 TAT IF ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Plumbing - Riser Diagrams 84014 Project Number: 2013.000 (D Copyright 2013 q 01 31 M A c 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 21 35. 0Mm RTU #4 #4 350 MBH 1 12"o 40'-0" 60 MBH 60 MBH FIREPLACE (X2) 350 MBH / 350 MBH RTU #3 ?'o F 3 0., 2 210 MBH / 30 MBH FIRPLACE 1 12"e (MAIN HALL) 2" KITCHEN GAS ( g AND ROUTE EXP( AT 24" AFF. SUPE 3/4" 30 MBH RPC!FI PLACE E rru I -urr w! l rt 1(SKY LOUNGE) 2-1/Z" HtAUtK s/r 5 P. S. / > E P. S.1. (7" W C.) 20 MBH 8 E MANUAL RESET �,,-.�'�— PRESSURE REGULATOR �'\ 8 1534 MBH GAS LOAD. 8 H 1650 MBH 1114" 3/4" 30 MB 8 $ 105 MBH (FYER) ✓� 90 MBH 120 MBH (CHAR BROILER) \ \ 227 MBH (RANGE) 1 " @ 5 P. S. 1. G/1.,o 110 MBH (OVEN DECKS) \ 60 MBH 1534 MBH FIRPLACE (X2) (IL DINING & MAIN HALL) \ \ V I II I GL � +/- 194' LENGTH FROM MOST REMOTE � 2348 MBH GAS EQUIPMENT IN BUILDING TO REGULATOR \ 5 P. S. I > 114 P. S.1. (7" W C.) PRESSURE REGULATOR \ 2348 MBH GAS LOAD. 17'-0" 86'-0" / 999 MBH (BOILER) \ / 2348 MBH // 81 1-1/4"@5P.S.1. \� / NEW NATURAL GAS METER @ / 5 PSI DELIVERY PRESSURE. +A 3882 MBH GAS LOAD. COORDINATE INSTALLATION / WITH GAS UTILTY COMPANY. _ g/ 79'-0" -,. G � I �b ��1 rHIGH PRESSURE GAS LINE BY UTILITY COMPANY 3882 MBH — i MAIN GAS VALVE AT METER ASSEMBLY RISER DIAGRAM -NATURAL GAS SCALE: BUILDING GAS PIPING SIZED USING 2009 IFGC TABLE 402.2(2). EXTERIOR GAS PIPING SIZED USING 2009 IFGC 402.4(5). REFER TO PROJECT MANUAL FOR PIPING SUPPORT AND SPACING SPECIFICATIONS IN COMPLIANCE WITH UPC 12-3, 20 _MBH .RTU #1 1) a A r, R 1 7 1 R IQ I i(1 I 11 1 19 1 1.q I id I iti I iF 1 17 1 1R I IQ I 9n 1 91 1 99 IR IQ IP IN IM IL IK I IF IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone a i ; 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f STF�D,y' Nc PE10403F 0 AT '�47\ moi, ^` ' • . . • G� �\� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By DET Mechanical - Plumbing - Natural Gas Riser Diagram 84015 -1 1 Project Number: 2013.037 © Copyright 2013 4 n n _ n• 'J 14 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1�:� �`► ROOFTOP UNIT SCHEDULE (GAS HEAT) PACKAGED HEAT PUMP UNIT SCHEDULE PLAN FAN DATA COOLING COIL GAS HEATING FILTERS ELECTRICAL WEIGHT PLAN COOLING HEATING AUXILLARY ELECTRICAL MARK MANUFACTURER MODEL CFM O.A. CFM NOTES MANUFACTURER MODEL CFM OA CFM EER COP NOTES E.S.P. BHP HP EAT (DB/WB) LAT (DB/WB) T/S CAPACITY INPUT (MBH) OUTPUT (MBH) STAGES EAT/LAT (°F) NO. THICKNESS SIZE VOLTAGE/PHASE M.C.A. M.O.C.P. (LBS) MARK (BTUH) (BTUH) KW HEAT VOLTAGE/PHASE M.C.A. M.O.C.P. 2 , " , , PHP -1 AMANA PTH123 370 65 12000 10.7 11500 3.1 2.9 20811 / 1PH 19.5 20 1,2,3,4,5,6 R RTU -2 TRANE YSD180-H 5,700 1,450 1 1.00 2.73 3.0 79 65 55154 170 7 129 1 350.0 284.0 2 56 102 2,4 2" 20x20, 20x25 48011 3PH 39.0 50 2523 1,2,3,4,5,6 PHP -2 AMANA PTH153 410 65 14200 9.7 13800 3.0 4,1 208V / 1PH j 27.6 30 1,2,3,4,5,6 R ftwOS909%fto, PHP -3 AMANA VTH1836 1 500 1 50 18900 9.7 16800 13.1 3.0 20811 / 1PFI 19.0 25 1,7,8 RTU -4 TRANE YSD180-H 1 6,000 1 1,500 1 1.00 , 2.97 1 3.0 79 / 65 1 55154 1 1721 132 1 350.0 284.0 2 56 / 99 4,4 2" 20x20, 20x25 48OV / 3PH 39.0 50 1 2523 1 1,2,3,4,5,6 PHP -4 AMANA VFH243B 600 50 23100 9.1 23500 1 3.5 4.5 24811 1PH 30.0 35 1'7,8 REMARKS: PHP -5 AMANA VTH183B 400 50 1 18900 9.7 16800 1 3.1 1 3.0 208V / 1PH 19.0 25 1,7,9 1. CAPACITIES BASED ON 105' AMBIENT TEMPERATURE 2. FURNISH WITH INTEGRAL SINGLE -POINT ELECTICAL DISCONNECT. REMARKS: 3. PROVIDE UNIT WITH ECONOMIZER AND POWERED EXHAUST OPTION. PROVIDE WITH ROOF CURB, HINGED ACCESS PANELS AND HAIL GUARDS. 1. PROVIDE WITH WALL SLEEVE AND 45' ALUMINUM ARCHITECTURAL LOUVER WITH CUSTOM COLOR FINISH TO MATCH ADJACENT FINISHES . VERIFY WITH WALL CONSTRUCTION. Q 4. PROVIDE UNIT WITH TRACER SC CONTROLLER FOR VAV BYPASS SYSTEM CONTROL AND TEMPERATURE SENSORS WITH DIGITAL TEMPERATURE DISPLAY AND SETPOINT ADJUST. PROVIDE T -SENSORS WITH LOCKABLE COV2. PROVIDE WITH CONDENSATE DRAIN KIT FOR INTERNAL CONDENSATE DISPOSAL. Q ERS. 3. PROVIDE WITH CONDENSER BAFFLE KIT. 5. SHUTDOWN UNIT UPON SMOKE DETECTION PER 2009 IMC SECTION 606. COORDINATE WORK WITH FIRE ALARM CONTRACTOR. 6. PROVIDE WITH CO2 SENSORS FOR DEMAND CONTROLLED VENTILATION INTEGRATED WITH VARI-TRAC CONTROLS LOCATE CO2 SENSORS IN DINING ROOMS. 4. PROVIDE WITH WIRED TAMPER PROOF REMOTE THERMOSTAT (BRAEBURN 120ONC OR EQUAL) AND WIRE HARNESS KIT FOR PTAC UNITS.5. PROVIDE WITH POWER DOOR KIT TO OPEN VENT DOOR WHEN FAN IS RUNNING. 6. PROVIDE WITH FACTORY MOUNTED CORD AND PLUG AND SUB -BASE KIT TO CONCEAL WIRING. CORRDINATE RECEPTACLE WITH ELECTRICAL CONTRACTOR. 7. PROVIDE WITH WIRED TAMPER PROOF THERMOSTAT (BRAEBURN 120ONC OR EQUAL), CONDENSATE FLOAT SWITCH AND FACTORY MOUNTED DISCONNECT. 8. PROVIDE WITH 58X29 RETURN AIR GRILLE/ACCESS PANEL AND FILTER. 9. PROVIDE WITH SOLID ACCESS PANEL AND FILTER. P P EXHAUST FAN SCHEDULE PLAN MANUFACTURER MODEL AREA SERVED BUILDING FAN DATA ELECTRICAL MISC. REMARKS AIR CURTAIN SCHEDULE MARK NUMBER Lt?LATIOh! 4 CFM E.S,P, {IN) I HP DRIVE RPM CONTROLS PLAN MODEL FAN DATA MISC. EF -1 GROAN 80ROF RESIDENT RESTROOM i CEILING 80 0.3 --� DIRECT 900 120V / 1PH --- 5 MANUFACTURER AREA SERVED LENGTH ELECTRICAL REMARKS MARK NUMBER HI CFM LOW CFM HP CONTROLS EF -2 COOK 195 VCR -XP KITCHEN HOOD LOWER ROOF 2,130 1.5 1.5 BELT 1865 480V / 3PH KITCHEN HOOD 2,4 " EF -3 COOK 195 VCR -XP KITCHEN HOOD LOWER ROOF 2,130 1.5 i 15 BELT 1865 480111 3PH KITCHEN HOOD 2,4 AC -1 LEADING EDGE MLP480011 KITCHEN 48 1,600 1210 1/8 12011 / 1PH --- 1,2 N 2 0.50 116 BELT 1550 120V / 1PH INTERLOCK W/DW 4,3 N C132, C148, C153, C163, REMARKS: EF -5 COOK GC -142 C169, C170, C214, C215 CEILING I 75 0.30 53.4 W DIRECT 1000 120V / 1PH CONTINUOUS 1,4,5 1. UNIT SHALL BE PROVIDED WITH OFF/HI/LO TOGGLE SWITCH. EF -6 COOK GC -720 BEAUTY SALON C216 CEILING 500 0.2 149 W DIRECT 1100 120V / 1PH WALL SWITCH 1,4,5 2. LOW PROFILE, ARCHffECTRUAL STYLE. 1111111411A 111 1 1 111,11, 0.75 1/2 BELT 1725 120V / 1PH CONTINUOUS 4,6 EF -8 COOK 100SQN-B COMMON EXHAUST INLINE -ATTIC 700 0.75 1/3 BELT 1994 120V / IPH CONTINUOUS 4,6 EF -9 ENERVEX MDVS-BES8315 HOUSE LAUNDRY C150 ATTIC 1 1100 1.00 1 DIRECT 1600 48011 / 3PH CON71N000S 4,7 HEAT PUMP SCHEDULE (VRV) M REMARKS: M PLAN COOLING MINIMUM AMBIENT ELECTRICAL 1. UNIT SHALL BE PROVIDED WITH SOLID STATE SPEED CONTROL AND HANGER KIT. MARK MANUFACTURER MODEL NUMBER FAN COILS SERVED REMARKS CAPACITY (MBH) SEER TEMP. (°F) CONNECTIONS VOLTS / PH MCA MOCP 2. UL 762 LISTED GREASE FAN. PROVIDE WITH ALL GREASE TRIM, VENTED ROOF CURB, HINGED BASE AND ACCESSORIES. HP -1 MITSUBISHI PUi�Y P288YKMU" 288 11 95 2 48011 3P 27 27 40 1 FC -1, 2 FC -2, 3 FC -3, 4 FC 6, ,�(i-8 3. PROVIDE WITH INSULATED ROOF CURB AND MOTORIZED BACKDRAFT DAMPER INTERLOCKED 10 FAN OPERATION. HP -2 MITSUBISHI PURY P288YKMU 288 11 95 2 480V / 3PF 27 / 27 40 / (2) FC -1, (4) FC -4, (6) FC -6 1,2,3 4. PROVIDE WITH INTERNAL DISCONNECTING MEANS. HP -3 MITSUBISHI MUZ=AOVA 9 17 95 1 208V / 1 PH 14.0 15 (1) FC -5 1,2,4 5. PROVIDE WITH CEILING RAD1477ON DAMPER WHERE FAN IS INSTALLED IN FIRE RATED FLOOR -CEILING ASSEMBLY. HP -4 MITSUBISHI MUZ-A09NA 9 17 95 1 208V / 1PH 14.0 15 (1) FC -5 1,2,4 6. PROVIDE HANGER KIT. HP -5 MITSUBISHI MUZ A(l9NA 9 17 95 1 208V / 1PH 14.0 15 (1) FC -5 1,2,4 7. PROVIDE WITH VFD, CONTROLLER AND PRESS. SENSORS FOR FULLY OPERATING DRYER EXHAUST SYSTEM SERVING HOUSE LAUNDRY C150. HP -6 MITSUBISHI PURY-P1200YKMU 120 12 95 1 480V % 3PH 20.0 25.0 (1) FC -7 1,2,5 L HP -7 MITSUBISHIPURY P1;OYKMU ,; 120 12 95 1 480V 3P 20.0 25.0 (1) FC -7 1,2,5 REMARKS: GRILLE, REGISTER & DIFFUSER SCHEDULE 1. VERIFY EXACT REFRIGERANT LINE SIZES WITH MANUFACTURER. PROVIDE BRANCH SELECTOR BOXES MODEL 'BSVQ' AS REQUIRED FOR INSTALLATION. 2. PROVIDE EQUIPMENT RAIL FLASHED INTO ROOF WHEN MOUNED ON FLAT ROOF. PLAN MANUFACTURER MODEL STYLE SERVICE MOUNT TYPE FACE SIZE NECK SIZE VOLUME FINISH REMARKS 3. HEAT PUMP SERVES FAN COILS FOR A/V AND ELECTRICAL ROOMS. MARK NUMBER (IN) (IN) DAMPER COLOR 4. HEAT PUMP SERVES ELEVATOR CONTROL CLOSETS. < A HART AND COOLEY 661 SIDEWALL SUPPLY SURFACE NECK+2" AS INDICATED YES WHITE 1 5. HEAT PUMP SERVES FAN COILS FOR CENTAL KITCHEN C129 MAKE UP AIR UNITS. K B TITUS TMS CEILING DIFFUSER SUPPLY LAY -IN 2424 AS INDICATED NO WHITE C TITUS CT -481 LINEAR BAR SUPPLY SURFACE NECK+2" AS INDICATED YES WHITE D TITUS CT -480 LINEAR BAR SUPPLY SURFACE NECK+2" AS INDICATED YES WHITE E TITUS CT -480 LINEAR BAR RETURN SURFACE NECK+2" AS INDICATED NO WHITE F 11TUS PAR CEILING GRILLE RETURN LAY -IN 2424 AS INDICATED NO WHITE D/X FAN COIL UNIT SCHEDULE (VRV) G TITUS 30ORL SIDEWALL SUPPLY SURFACE NECK+2" AS INDICATED YES WHITE 2 UNIT ELECTRICAL J H TITUS 355RL SIDEWALL/CEILING RETURN/EXHAUST SURFACE NECK+2" AS INDICATED NO WHITE 2 MARK QUANTITY MANUFACTURER MODEL CFM ESP VOLTS I PH POWER MOCP COOLING CAPACITY NOTES I TITUS 355RL CEILING GRILLE RETURN/EXHAUST LAY -IN 2412 AS INDICATED NO WHITE 2 FC -1 3 MITSUBISHI PKFY 300 --- 208V / 1PF 30 WATTS 15 12,000 1,2 FC -2 2 MITSUBISHI PKFY 425 --- 208V / 1P 30 WATTS 15 18,000 1,2 REMARKS: FC -3 3 MITSUBISHI PKFY 635 --- 20811 / 1P 40 WATTS 15 24,000 1,2 1. PROVIDE WITH ADJUSTABLE VOLUME CONTROL AT FACE OF GRILLE. FC -4 4 MITSUBISHI PKFY 830 --- 208V / 11PF 60 WATTS 15 30,000 1,2 2. PROVIDE WITH ALL NECESSARY MOUNTING HARDWARE. FC -5 3 MITSUBISHI SEZ-KD09NA 225 0.15 208V / 1PF 96 WATTS 15 9,000 1,2,3 FC -6 10 MITSUBISHI PEFY NMAU„ 600 0.60 208V / 1P 120 WATTS 15 24,000 1,2,5 �.,.._.. FC -7 2 MITSUBISHI ;` PEFY-AF1201 1.00 208V / 1PF 660 WATTS 15 112,000 1,2,6 FC -8 2 MITSUBISHI PEFY-NMA U 525 0.20 208V / 1P 326 WATTS 15 30,000 1,2,4 H REMARKS: 1. PROVIDE WITH WIRED REMOTE CONTROLLER/THERMOSTAT. 2. PROVIDE CONDENSATE PUMP. PROVIDE SECONDARY DRAIN PAN WHERE INSTALLED ABOVE CEILING. UNIT SHALL SHUT DOWN UPON DETECTION OF WATER IN DRAIN PAN. 3. FAN COIL SERVES ELEVATOR CONTROL CLOSET. MECHANICAL SYMBOL LEGEND 4. FAN COIL SERVES CENTRAL KITCHEN. SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED 5. FAN COIL SERVES CORRIDORS. 8-{A}2$ SUPPLY DIFFUSER AND DIFFUSER CALLOUT G GAS (NATURAL) SHUTOFF VALVE 6. OUTSIDE AIR PROCESSING UNIT WITH REHEAT. FAN COIL SERVES KITCHEN HOOD MAKE-UP AIR. G (NECK SIZE, TYPE AND CFM) � LINEAR/SLOT DIFFUSER RL REFRIGERANT LIQUID SHUTOFF VALVE IN RISER KITCHEN AIR BALANCE SCHEDULE ® RETURN GRILLE OR EXHAUST REGISTER RS REFRIGERANT SUCTION � BALANCING VALVE ATTIC FAN SCHEDULE PLAN MARK SPACE SERVED EA CFM MA CFM PLAN MANUFACTURER ELECTRICAL MISC. REMARKS MODEL FAN DATA EF -2 KITCHEN HOOD -2,130 HIGH EFFICIENCY ROUND DUCT TAKEOFF MARK NUMBER CFM E.S.P. HP DRIVE RPM CONTROLS EF -3 KITCHEN HOOD -2,130 (WITH &WITHOUT MANUAL DAMPER) = D DRAIN (CONDENSATE) -10 PIPING ELBOW UP EF -4 DISHWASHER HOOD -615 F AF -1 COOK 24XMP 2,800 0.2 1/2 BELT 850 120V / 1PH FSC/THERMOSTAT 1,2,3 SPIN IN ROUND DUCT TAKEOFF PD PUMPED DISCHARGE E) PIPING ELBOW DOWN AF -2 COOK 20XMP 1,200 0.2 1/4 BELT 850 120V / 1PH FSC/THERMOSTAT 1,2,3 (2) FC -7 HOOD SUPPLY PLENUM 2,400 (WITH & WITHOUT MANUAL DAMPER) AF -3 COOK 24XMP 2,200 0.2 1/4 BELT 850 120V / 1PH FSC/THERMOSTAT 1,2,3 TRANSFER AIR 1,850 -moi- ROUND DUCT RUNOUT WITH FLEX DUCT �� AUTOMATTOTALS -4,875 4,250IC 2 -WAY CONTROL VALVE I PIPING TEE REMARKS: NET PRESSURIZATION -625 DUCTWORK ELBOW (WITH & W/0 TURNING VANES)-- AUTOMATIC 3 -WAY CONTROL VALVE PIPING ELBOW 1. PROVIDE FAN WITH A DISCONNECT SWITCH AND FAN SPEED CONTROL. MOUNT FSC ACCESSIBLE FROM ATTIC WALK WAY. NOTES: T 2. PROVIDE FAN WITH A LINE VOLTAGE 7 -DAY PROGRAMABLE THERMOSTAT. (CAPABLE OF TEMPERATURE SETPOINTS OF UP TO 1207.) 1. NEGATIVE PRESSURES IN COMMERCIAL COOKING AREAS SHALL NOT EXCEED 0.02' W.C. FD FIRE DAMPER PRESS/ TEMP GAUGE WITH COCK -�O� PIPING TEE UP 3. PROVIDE FAN WITH INLET GUARD AND WEATHERPROOF HOOD. 2. KITCHEN WILL ONLY BE SLIGHTLY NEGATIVE WHEN DW HOOD FAN IS OPERATING. E 3. AIR CURTAIN IS PROVIDED AT EXTERIOR DOOR TO REDUCE INFILTRATION FROM OPEN DODR. SDE- SMOKE DAMPER PRESS/ TEMP GAUGE WITH COCK - ei PIPING TEE DOWN @EH FIRE/SMOKE DAMPER THERMOMETER. INCREASER / REDUCER VENTILATOR SCHEDULE TYPE I KITCHEN HOOD SCHEDULE PLAN MANUFACTURER SERVICE MODEL HOOD SIZE THROAT REMARKS MAX. CFM SP BD BACKDRAFT DAMPER (GRAVITY) RELIEF VALVE �� UNION MARK NUMBER (IN.) SIZE (IN.) PLAN MANUFACTURER FMODEL NUMBER LENGTH MAX EXHAUST DATA SUPPLY DATA REMARKS RV -1 COOK EXHAUST PR16 1150 0.1 27.75"0 16.510 1 MARK TEMP. E.S.P. (IN) CFM E.S.P. (IN) CFM MD AUTOMATIC MOTORIZED DAMPER WATER HAMMER ARRESTER 7 CAP RV -2 COOK SUPPLY 24x36x4 TR 3600 0.1 47.75" x 35. 5"36" x 24 1 ITEM 19 GREENHECK GXEW 15'-6" 600'F -0.77 4260 0.27 2770 1,2,3,4,5,6,7 D -•- SUPPLY AIR FLOW INDICATOR S AUTO FLOW CONTROL VALVE -- PIPE FLEX REMARKS: REMARKS: 1. PROVIDE WITH SLOPED ROOF CURB, BIRD SCREEN, AND MOTORIZED BACKDRAFT DAMPER INTERLOCKED WITH FAN OPERATION. 1. PROVIDE WITH STAINLESS STEEL HIGH EFFICIENCY GREASE -X -TRACTOR FILTERS. (UL 1046 CLASSIFIED AND NSF CERTIFIED) RETURN AND EXHAUST AIR FLOW INDICATOR SOLENOID VALVE i STRAINER 2. PROVIDE UNIT WIRED WITH (6) HIGH TEMPERATURE LIGHT FIXTURES WITH 26 WATT COMPACT FLUORESCENT BULBS AND VAPOR PROOF GLOBES. 3. PROVIDE UNIT WITH QUARTER END PANELS AND STAINLESS STEEL WRAPPER TO MEET CODE REQUIRED CLEARANCE TO COMBUSTIBLES. $) THERMOSTAT PRESSURE REDUCING VALVE T TEST PLUG 4. PROVIDE UNIT WITH ANSUL FIRE SUPPRESSION SYSTEM PER SPECIFICATIONS. c ELECTRIC HEATER SCHEDULE 5. PROVIDE UNIT WITH MODEL ASP PERFORATED SUPPLY PLENUM WITH (2) DUCT CONNECTIONS. C TEMPERATURE SENSOR AFF ABOVE FINISHED FLOOR_ TRIPLE DUTY VALVE 6. PROVIDE UNIT WITH TEMPERATURE INTERLOCK TO AUTOMATICALLY START EXHAUST FAN WHEN HEAT IS BEING GERNERATED. BG BELOW GRADE PLAN MANUFACTURER MODEL TYPE CFM KW VOLTAGE REMARKS 7• HOOD SHALL BE TESTED, LISTED, AND LABLED IN ACCORDANCE WITH UL 710. RE: SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. AFG ABOVE FINISHED GRADE MARK NUMBER 1.3 HUMIDISTAT CHECK VALVE AG ABOVE GRADE EH -1 QMARK AWH 4507 WALL HEATER 100 4.8 27711 / 1PH 1 �] T -STAT WITH LOCKING COVER SA SUPPLY AIR � INDICATES CONNECT TO EXIS77NG RA RETURN AIR REMARKS: CONTROL WIRING FA EXHAUST AIR INDICATES ELEVATION 1. PROVIDE WITH INTEGRAL THERMOSTAT AND DISCONNECT. OA OUTSIDE AIR B NMIry PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND ?ARK, KS 66214 913.492.2400 WWVV.PKMRENG,COM A A A F; F 7 R C) 10 1A 1F; 1F 17 1A 10 ')n I )I 9a Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 I�l F 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f &11111111111114 V, PEgRS, STER� . 0 No. PE1040 240: " %.p'. TAT F ISSUED FOR: 100% Construction Documents 11 July 2013 Q1 Addendum #1 23 September 2013 Q2 ASI #1 31 October 2013 Q CCD #1 10 December 2013 Drawn By AJ Checked By KZ Mechanical - HVAC - Schedules 85ml 1 Project Number: 2013.000 © Copyright 2013 4 n nI 'I z I 3 1 4 15 6 7 8 1 9 10 1 11 12 13 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 11:i L4 PLUMBING FIXTURE SCHEDULE PLUMBING SYMBOL LEGEND WATER HAMMER ARRESTERS: ASSE1010ORPDI-WH 2O1, PISTON TYPE WITH PRESSURIZED METAL -TUBE MARK FIXTURE MODEL FIXTURE DESCRIPTION FITTINGS AND TRIM REMARKS PLUMBING FIXTURE PIPE SIZES SOME SYMBOLSANDABBREVIATIONS ONTH/SLEGENOMAYNOTBEUSED CUSHIONING CHAMBER. SIZES INDICATED ARE BASED ONASSE 1010, FITTINGS MODEL FITTINGS AND DESCRIPTION WASTE VENT DCW DHW SIZES AA AND ATHROUGH FOR PDI -INH 2O1, SIZES THROUGH F. D DRAIN(CONDENSATE) G GAS (NATURAL) SHUTOFF VAL VE MANUFACTURERS: AMTROL, JOSAM, SIOUX CHIEF, WATTS, ZURN. -1 AMERICAN STANDARD ADA COMPLIANT WATER CLOSET. WHITE VITREOUS CHINA, TWO PIECE, 12" CHURCH SEAT. SOLID PLASTIC CLOSED FRONT WITH COVER, WHITE FOR AN 3,6 3" 2" 1/2" R 2386.012 ROUGH4N, ELONGATED BOWL, 17" HIGH, SIPHON JET, 1.6 GALLON, FLUSH 130EC ELONGATED BOWL, INTEGRAL BUMPERS, EXTERNAL CHECK HINGES WITH TANK TOILET. COMPLETE WITH POLISHED CHROME FLUSH ACTUATOR STAINLESS STEEL POSTS.I PD PUMPED D/SCHARGEFROMSUMP PUMPS/EJECTORS - DOMESTIC COLD WATER SHUTOFF VAL VEIN RISER Er" XTURE UNITS (FU) UNIT SIZE R MOUNTED ON WIDE SIDE OF STALL. A 1 11 20 INDICATES CONNECT TO EXISTING - - DOMESTIC HOT WATER BALANCING VAL VE 1-6 C WC -2 AMERICAN STANDARD ADA COMPLIANT WATER CLOSET. WHITE VITREOUS CHINA, TWO PIECE, 12" CHURCH SEAT. SOLID PLASTIC OPEN FRONT, WHITE FOR AN ELONGATED BOWL, 3,6 3" 2" 1/2" --- 2386.012 ROUGH -IN, ELONGATED BOWL, 17" HIGH, SIPHON JET. 1,6 GALLON, FLUSH 255SSC INTEGRAL BUMPERS, EXTERNAL CHECK HINGES WITH STAINLESS STEEL 0 - -- D (ADA PUBLIC TOILETS) TANK TOILET. COMPLETE WITH POLISHED CHROME FLUSH ACTUATOR POSTS. 6ny1 MOUNTED ON WIDE SIDE OF STALL. • • • __40 PIPING ELBOW UP 114-154 E INDICA TES EL EVA TION REC/RCULATINGDOMESTICHOTWATER I 155-330 F L-1 AMERICAN STANDARD LAVATORY. WHITE COUNTER TOP VITREOUS CHINA LAVATORY SELF CFG 4" CENTERSET FAUCET WITH 4' METAL LEVER HANDLE, 112" CONNECTIONS 1,2,5, 7,9 2" 2" 1/2" 112" 0419.444 RIMMING BASIN WITH FAUCET HOLES ON 4" CENTERS. REFER TO CA41211OWB AND POP-UP DRAIN. VANDAL RESISTANT 1.5 GPM AERATOR. OLD WORLD PLUMBING F/XTUREAND CALL OUT SAN AASTEASO VEGAA DEORFLOOR. -�3 PIPING ELBOWDOWP1 WHEN NO FLUSH VALVES ARE INSTALLED ON A BRANCH OF PIPING Q ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. BRONZE FINISH. WC -1 S-1 -- P PROVIDE 314 X12"AIR CHAMBERS AT EACH HOT AND COLD WATER Q @ CLEANOUT ----SAN ---- WASTEBELOW GRADEORFLOOR~ PIPING TEE SUF"I�G.>° CONNECTION TOA PLUMBING FIXTURE. CONTRACTOR MAY PROVIDE WATE � HAMMER ARRESTERS ABOVE THE CEILING BEFORE L-2 AMERICAN STANDARD LAVATORY. WHITE COUNTER TOP VITREOUS CHINA LAVATORY SELF CFG 4" CENTERSET FAUCET WITH 4"METAL LEVER HANDLE, 112" CONNECTIONS 1,2,5, 7,9 2" 2" 112" 1/2" 0419.444 RIMMING BASIN WITH FAUCET HOLES ON 4"CENTERS. REFER TO CA412130WB AND GRID DRAIN WITHOUT POP UP HOLE. VANDAL RESISTANT 1.5 GPM DROPPING INTO R LIEU CHAMBERS. (ADA PUBLIC TOILETS) ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. AERATOR. OLD WORLD BRONZE FINISH. ,ICE ® 2" 1 FD FLOOR DRAIN, AREA DRAIN, FLOOR SINK ST STORMABOVE GRADEORFLOOR PIPING ELBOW CONNECTIONS TO OTHER ITEMS SUCH AS WASHERS, ICE MAKERS, OR O OTHER ITEMSAS A L-3 AMERICAN STANDARD ADA COMPLIANT LAVATORY. WHITE VITREOUS CHINA, WALL HUNG CFG 4" CENTERSET FAUCET WITH 4"METAL LEVER HANDLE, 112" CONNECTIONS 1,2,3,4,5, 9 2" 2" 112" 112" ® OTHER EQUIPMENT SHALL BE PROVIDED WITH AN APPROPRIATELY SIZED 0355.012 LAVATORY. 20"X 18"WITH 4" BACK FOR USE WITH CONCEALED ARM 41213 AND GRID DRAIN WITHOUT POP-UP HOLE. VANDAL RESISTANT 1.5 GPM WATER HAMMER ARRESTER FOR EACH WATER CONNECTION. (ADA PUBLIC TOILETS) HANGER. FAUCET HOLES AT 4" CENTERS. PROVIDE WITH CONCEALED ARM A RATOR,POLISHEDCHROMEFINISH. E (0) 4" RD ROOFDRAIN,OVERFLOWROOFDRAIN----ST---- STORMBELOWGRASOI-PIPING OIPIPINGTF'EUP ...� - CARRIER. MOUNT TOP OF RIM AT 34"AFF. P RPZ REDUCED PRESSURE BA CKFL OWPREVENTER ST/0 - STORM0VERFLOWABOVEGRADEORFLOOR -+rte P/PINGTEEDOWN P S -1A ELKAY SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 NICKEL CFG _ SINK FAUCET. 112"CONNECT!ONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5,8,9 2" 2" 1/2" 1/2" CR -2521 BEARING STAINLESS STEEL. SATIN FINISH, FULLY UNDERCOATED, HOLES 4f613 PROVIDE OVERFLOW KIT. LKF300 AT 4"O.C. 7-1/2"BOWL DEPTH. SELF RIMMING. SINK SHALI, BE FACTORY PUNCHED FOR OVERFLOW DRAIN TO BE FIELD INSTALLED. DBP D DOUBLE CHECK BA CKFL OWPREVENTER ---- ST/0 --- STORM OVERFLOWBELOWGRADEORFLOOR INCREASER/REDUCER (RESIDENT UNITS) - I�I►- F FJREPROTECTIONPJPING V PLUMBING VEl41T UNION S -1B ELKAY SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 NICKEL CFG SINK FAUCET. 1/2" CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5, 8,9 2" 2" 112" 1/2" CR -2521 BEARING STAINLESS STEEL. SATIN FINISH, FULLY UNDERCOATED, HOLES 41613 PROVIDE OVERFLOW KIT. LKF300 AT 4" O.C. 7-112" BOWL DEPTH. SELF RIMMING. SINK SHALL BE FACTORY I FIREPROTECTIONSIAMESECONNECTION W WATER SERVICE ] CAP (RESIDENT UNITS W/DW) PUNCHED FOR OVERFLOW DRAIN TO BE FIELD INSTALLED, FWCO FLUSH WALL CLEAN OUT III HB HOSEB/BB -�^�- N i FFCO FLUSHFLOORCLEANOUT P/PEFLEX WHIRLPOOL GARBAGE DISPOSAL, STAINLESS STEEL SINKFLANGE, STOPPER, GRIND GC-2000PE CHAMBER, TWO 360 DEG. SWIVEL IMPELLERS, AUTO REVERSING, FGCO FLUSHGRADECLEANOUT E IWH WALL HYDRANT K'i STRAINER PERMENANTLY LUBRICATED BEARINGS, CORROSION PROTECTION SHIELD. VTR VENT THROUGH ROOF MH MANHOLE - SOLENOID VALVE T TEST PL UG S -2A ELKAY ADA SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 NICKEL CFG SINK FAUCET. 112"CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5,8,9 2" 2" 112" 1/2" FL FLOWLINE GECR-2521 BEARING STAINLESS STEEL. SATIN FINISH, FULLY UNDERCOATED, HOLES 41613 PROVIDE OVERFLOW KIT. I AFF ABOVEFINISHED FLOOR LKF300 AT 4" O. C. 6-1/2"BOWL DEPTH. SELF RIMMING. SINK SHALL BE FACTORY ' - - BG BELOW GRADE PRESSUREREDUCING VALVE CHECK VAL VE (ACCESSIBLE UNITS) PUNCHED FOR OVERFLOW DRAIN TO BE FIELD INSTALLED, AFG ABOVEFINISHED GRADE -+� INLINE STRA lNER PRESS/ TEMP GAUGE W/TH COCK M AG ABOVE GRADE S-261ELKAY ADA SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302:NICKEL CFG SINK FAUCET. 1/2" CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5,8,9 2" 2" 1/2" 112" GECR-2521 BEARING STAINLESS STEEL, SATIN FINISH, FULLY UNDERCOATED, HOLES 41613 PROVIDE OVERFLOW KIT. WATER HA MMER A RRES TER RELIEF VALVE PRESS/ TEMP GAUGE WITH COCK LKF300 AT 4" O.C. 6-112" BOWL DEPTH. SELF RIMMING. SINK SHALL BE FACTORY (ACCESSIBLE UNITS W/DW) PUNCHED FOR OVERFLOW DRAIN TO BE FIELD INSTALLED. I THERMOMETER. OF/C/ OWNER FURNISHED CONTRACTOR INSTALLED WHIRLPOOL GARBAGE DISPOSAL. STAINLESS STEEL SINK FLANGE, STOPPER, GRIND GC-2000PE CHAMBER, TWO 360 DEG. SWIVEL IMPELLERS, AUTO REVERSING, L - PERMENANTLY LUBRICATED BEARINGS, CORROSION PROTECTION SHIELD, DOMESTIC WATER BOILER SCHEDULE PLUMBING PIPE MATERIAL SCHEDULE S-3 ELKAY ADA DOUBLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302(18-8) CHICAGO SINK FAUCET. 112"CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5,8,9 2" 2" 112" 112" PLAN CATALOG INPUT OUTPUT FLOW @40°F VENT COMB. AIR ELECTRICAL ELUHAD-3118 NICKEL BEARING STAINLESS STEEL. LK -6K -H SATIN FINISH, FULLY 200-AGN8AE3-317XK MARK MANUFACTURER NUMBER (MBH) (MBH) TEMP. RISE FIRING SIZE SIZE (IN.) (VOLT/PH) REMARKS PIPING SYSTEM ABBREVIATION PIPING MATERIAL (COMMUNITYROOM) UNDERCOATED, HOLESAT4"O.C, 5 1/2"BOWL DEPTH, 1 -314 -RADIUS COVED CORNERS.UNDERMOUNT. B-1 A. 0. SMITH VW -1000 999 869 43 GPM MODULATING 6" 4" 120VI1PH 1, Z 3 SANITARYDRAINAGE& VENT(AROVEGR449E) S W, SAN ORV ASS DW/ (HUBLESSCIINRETURNA/R PLENUMS) B-2 A. 0. SMITH VW -1000 999 869 43 GMP MODULATING 6" 4" 120V I 1 PH 1, 2, 3 STORM ORAJNAGE(ASO VEGRADE) s ST, STMORST'0 PVCOWV(HUBLESSCIINRETURNA/R PLENUMS) WHIRLPOOL GARBAGE DISPOSAL. STAINLESS STEEL SINK FLANGE, STOPPER, GRIND GC-2000PE CHAMBER, TWO 360 DEG. SWIVEL IMPELLERS, AUTO REVERSING, REMARKS: SANITARYDRAINAGE& VENT(BELOWGRADE) $ W, SAN OR V ABSDWV C PERMENANTLYLUBRICATED BEARINGS, CORROSION PROTECTION SHIELD. K 1. CATEGORY IV TYPE BOILER ABLE TO FIT THROUGH A 36"DOOR, STORMDRAINAGE(BELOW GIZ4DE) I ST OR STM PVC DWV 2. PROVIDE BOILERS WITH STORAGE TANK STAT AND TANDEM ELECTRONIC BOILER CONTROL PANEL TO STAGE BOILERS LEAD/LAG/ALTERNATE. PEX < I` (PVC 1'& LARGER S-4 ELKAY ADA SINGLE COMPARTMENT SINK. SEAMLESS 418 GAUGE, TYPE 302 (18-8) CHICAGO SINK FAUCET. 1/2" CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. 2,3,5,8,9 2" 2" 112" 112"3. ELUHAD-2115 NICKEL BEARING STAINLESS STEEL. LK -6K -H SATIN FINISH, FULLY 200-AGN8AE3-317XK PROVIDE WITH 1/2HP BOILER PUMPS FACTORY WIRED AND CONTROLLED. POTABLEWATER (ABOVEGAA DE) DCWORDHW (AL BISTRO) UNDERCOATED, HOLESAT4"O.C.5-112"BOWL DEPTH. 1 -314 -RADIUS COVED 140FPOTABLEAATER(ABO VEGRADE) DHW TYPEL COPPER CORNERS.UNDERMOUNT. CONDENSATEDRAIN I CD ORD TYPEMCOPPER S-5 ELKAY SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 (18-8)CHICAGO SINK FAUCET WITH 4" WRISTBLADE HANDLES AND 8"C -C GOOSENECK 2,3,5,8,9 2" 2" 1/2" 1/2" LRAD-1720 NICKEL BEARING STAINLESS STEEL. LK -6K -H SATIN FINISH, FULLY -BOWL 201 AGN8AE3-317XK SPOUT. 112" CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. PLUMBING DRAIN SCHEDULE TYPESL MALLEABLEIRON NATURAL GA � UNDERCOATED, HOLES AT 4" O.C. 6 -112 DEPTH. 1-3/4"RADIUS COVED i J CORNERS. SELF RIMMING. PLAN MANUFACTURER MODEL NUMBER TOP/ GRATE SIZE WASTE SIZE NOTES REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION. MARK S-6 ELKAY SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 (18-8) CHICAGO SINK FAUCET WITH 4" WRlSTBLADE HANDLES AND 8"C -C GOOSENECK 2,3,5, 8,9 2" 2" 1/2" 1/2" LRAD-2521 NICKEL BEARING STAINLESS STEEL. LK -6K -H SATIN FINISH, FULLY 200-AGN8AE3-317XK SPOUT. 1/2" CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. FD -1 OATEY 42218 4.25'0 2" --- UNDERCOATED, HOLES AT 4"0. C. 6-112" BOWL DEPTH, 1-314" RADIUS COVED FD -2 WADE 1100 6" 0 2" --- CORNERS. SELF RIMMING. JOSAM #61001-1/2 SOLIDS INTERCEPTOR /FIXTURE TRAP FS -1 WADE 9150 8"X8" 2" 1 THERMOSTATIC MIXING VALVE FS -2 WADE 9150 12"X 12" 2" 1 S-7 ELKAY SINGLE COMPARTMENT SINK. SEAMLESS #18 GAUGE, TYPE 302 (18-8) CHICAGO SINK FAUCET WITH 4" WRISTBLADE HANDLES AND 8"C -C GOOSENECK 2,3,5, 8,9 2" 2" 1/2" 1/2" DLR -2521 NICKEL BEARING STAINLESS STEEL. LK -6K -H SATIN FINISH, FULLY 200-AGN8AE3-317XK SPOUT. 112- CONNECTIONS, PROVIDE BASKET STRAINER AND DRAIN. FS -3 WADE 9150 12"X 12" X 1 PLAN MANUFACTURER MODEL NUMBER MIN. FLOW DESIGN FLOW PRESSURE DROP REMARKS UNDERCOATED, HOLES AT 4"O.C. 10" BOWL DEPTH. 1-314"RADIUS COVED MARK (GPM) (GPM) (PSIG) � CORNERS. SELF RIMMING. JOSAM #61001-1/2 SOLIDS INTERCEPTOR/ FIXTURE TRAPFS-5 FS -4 WADE 9150 12"X92" 4" 1 TMV-1 LEONARD TM -2020B 1.0 110.0 10.0 1,2 H JAY R. SMITH 3251-44 24'7(12X17D 4" --- EWC-1 ELKAY ADA -COMPLIANT, DUAL -HEIGHT, BARRIER -FREE, ELECTRIC WATER COOLER. - 4 2" 2" 112" EZSTL8C PROVIDES 8.0 GPM OF 50°F WATER AT 90-FAMBIENT. ADA -COMPLIANT REMARKS: NOTES: FRONT AND SIDE PUSHBARS. LEAD FREE. MOUNT WITH MIN. 27"KNEE REMARKS: f. ROUGH BRONZE FINISH. 1. SET TEMPERED WATER SUPPLY TEMPERATURE TO 120°F. CLEARANCE AND SPOUT AT NO MORE THAN 36"A.F.F. 1, SEE FOOD SERVICE PLANS FOR FLOOR DRAIN AND SINK OPTIONS. 2. EXPOSED STEEL CABINET. JS -1 FIAT JANITORS SINK. 24"X 24"X 10" ONE PIECE MOLDED MOP BASIN. STAINLESS FIAT CHROME PLATED BRASS WALL MOUNTED FAUCET WITH VACUUM BREAKER, 3" 2" 314" 3/4" MSB -2424 STEEL INTEGRAL DRAIN BODY WITH CAULKED CONNECTION FOR 3' PIPE. 830 -AA INTEGRAL STOPS, ADJUSTABLE WALL BRACE, PAIL HOOK, 314' HOSE COLOR SHALL BE WHITE AND UNIT SHALL BE ONE HOMOGENEOUS PIECE. THREAD SPOUT, INDEXED HANDLES, PROVIDE HOSE AND BRACKET, MOP ROOF DRAIN SCHEDULE c J PROVIDE WITH STAINLESS STEEL WALL GUARDS. HANGER AND HOSE RACK. PUMP SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER TRIBUTARY WASTE SIZE REMARKS AREA (SF) SH -1 CLARION BATHWARE SHOWER. 48"X 36"X 78". PROVIDE WITH (2) WHITE VERTICAL GRAB BARS, SYMMONS 10 2" 2" 1/2" 1/2" PLAN HEAD MANUFACTURER MODEL NUMBER GPM HP MAX. RPM ELECTRICAL NOTES 48368E SOAP DISH AND SHOWER DOOR. PROVIDE BLOCKING FOR FUTURE 4700 SHOWER VALVE WITH PRESS -BALANCING MIXING VALVE. RD -1 WADE 3030 280.0 3" 1 MARK (FT. WC) GRAB BAR, SHOWER SLIDE BAR AND FOLD -UP SEAT PIVOTS (NO SEAT). 4.241 SINGLE MODE SHOWER HEAD WITH BALL JOINT. ORD -1 WADE 3030 280.0 3" 1,2 DCP-1 BELL & GOSSETT PR SERIES 5.0 10.0 116 120V I 1 PH 1 (COORDINATE W/ARCHITECTURAL ELEVATIONS), RD -2 WADE 3030 575.0 4" 1 DCP-2 BELL & GOSSETT 100 SERIES 2.0 5.0 1112 120 VI f PH f (IL UNITS) COHACO SERIES 180 SERIES 180 SHOWER ENCLOSURE WITH 30" DOOR ORD -2 WADE 3030 575.0 4" ESP -1 ZOELLER 940-0006 SERIES 1 53.0 1 15.0 1 4110 1 120 VI 1 PH 2 SH -2 CLARION BATHWARE SHOWER. 63"X 33"X 78". PROVIDE WITH (2) WHITE VERTICAL GRAB BARS, SYMMONS SHOWER VALVE WITH PRESS -BALANCING MIXING VALVE. 10 2" 2" 1/2" 1/2" -1,2 RD -3 WADE 3030 512.0 4" 1 - 6333BF34 HORIZ GRAB BAR, SOAP DISH, FOLD -UP SEAT. PROVIDE WITH COLAPSABLE 4700 HAND HELD SHOWER WITH T METAL HOSE, VACUUM BREAKER WALL ORD -3 WADE 3030 512.0 4" 1, 2F WATER DAM AT THRESHOLD. (COORDIANTE W/ARCHITECTURAL H301 -V CONNECTION AND WALL CRADLE. POLISHED CHROME FINISH. REMARKS: ELEVATIONS). RD -4 WADE 3030 512.0 4" 1 1. ALL -BRONZE CONSTRUCTION. PROVIDE WITH AQUASTAT AND TIMER CONTOL FOR DOMESTIC HOT WATER RECIRCULATION SYSTEMS. (AUMC UNITS) ORD -4 WADE 3030 512.0 4" 1,2 2. OIL SMART SWITCH AND ALARM PANEL. SH -3 CLARION BATHWARE SHOWER. 63"X 33"X 78". PROVIDE WITH (2) WHITE VERTICAL GRAB BARS, SYMMONS SHOWER VALVE WITH PRESS -BALANCING MIXING VALVE. 10 2" 2" 112" 112„ 6333BF34 HOR1Z GRAB BAR, SOAP DISH, FOLD -UP SEAT. PROVIDE WITH COLAPSABLE 4700 SINGLE MODE SHOWER HEAD WITH BALL JOINT. DIVERTER VALVE, HAND RD -5 WADE 3030 3134.0 6" 1 WATER DAM AT THRESHOLD. (COORDINATE WI ARCHITECTURAL 4.241 HELD SHOWER WITH 5' METAL HOSE, VACUUM BREAKER WALL CONNECTION ORD -5 WADE 3030 3134.0 6" 1,2 ELEVATIONS). H321 -V AND WALL CRADLE. POLISHED CHROME FINISH. RD -6 WADE 3030 2720.0 6" 1 (ADA UNITS) ORD -6 WADE 3030 2720.0 6" 1,2 TANK SCHEDULE DD -1 WADE 3210-P 418.0 3" 3 PLAN TOTAL VOLUME ACCEPTANCE E BT -1 CLARION BATHWARE BATHTUB AND SHOWER SURROUND, 60"X 33"X 18". PROVIDE WITH (7) SYMMONS SHOWER VALVE WITH PRESS -BALANCING MIXING VALVE. 2" 2" 314" 3/4" 7911LX-LEFT HAND WHITE GRAB BARS, FOLDING SEAT, (2) SOAP DISHES. (PER ARCHITECTURAL 4700 HAND HELD SHOWER WITH 5'METAL HOSE, VACUUM BREAKER WALL ODD -1 WADE 3210-P 418.0 3" 3,4 MARK MANUFACTURER MODELNUMBER (GAL.) VOLUME (GAL.) NOTES OR ELEVATIONS). H321 -V CONNECTION, 30" VERITAL BAR WITH ADJUSTABLE SLIDE. PROVIDE WITH DD -2 WADE 3210-P 1931.0 6" 3 7911RX-RIGHT HAND DIVERTER TUB SPOUT. POLISHED CHROME FINISH. ST -1 A.O.SMITH TJV-250 250.0 - 1,2,3 ODD -2 WADE 3210-P 1931.0 6" 3,4 ST -2 A.O.SMITH TJV-250 250.0 -- 1,2,3 WP -1 MASTER CARE ENTRY TUB. 60"X 35"X 40". FULL LENGTH ENTRY DOOR. PROVIDE WITH 2" 2" 314" 314" DD -3 WADE 3210-P 1931.0 6" 3 MB -59 -AV SEAT, WHITE GRAB BARS, ROMAN TUB FILLER, HAND SHOWER, AND ET -1 STATE ETC -86 86.0 45.4 1 THERMOSTATIC MIXING VALVE ODD -4 WADE 3210-P 1931.0 6" 3,4 REMARKS: GG -1 IPS ICE MAKER BACK BOX. PROVIDE WITH QTR TURN VALVE. 1/2" - M18 3 REMARKS: 1. PROVIDE ASME STAMPED TANK WITH WORKING PRESSURE OF 125PS1. GG -2 !PS WASHING MACHINE SUPPLY AND DRAIN BACK BOX. PROVIDE WITH VALVES 2" 2" 3/4" 3/4" 1. PROVIDE CAST IRON DOME. 2. PROVIDE WITH RELIEF VALVE AND TEMPERATURE GAUGED W2800 -HA AND DRAIN FITTINGS. 2. PROVIDE 2" DAM 3. PROVIDE WITH 3" THERMAL INSULATION AND 20 GAUGE STEEL JACKET. LT -1 FIAT 23 x21.5"x12" DEEP WALL -MOUNTED WASH BASIN. FURNISH WITH BRACKETS FIAT BRASS FAUCET WITH SWING SPOUT FOR MOUNTING ON REAR DECK OF TUB. 1,2,3,4 2" 2" 314" 3/4" 3. PROVIDE WITH HEEL PROOF GRATE WITH FREE AREA 2 TIMES THE AREA OF DRAIN CONDUCTOR AREA. L-1 FOR INSTALLATION. 20 GALLON CAPACITY. WHITE FINISH. 4. LOCATE OVERFLOW DECK DRAIN 8 FT AWAY FROM PRIMARY OR MIN. 2"ABOVE FLOOD RIM OF PRIMARY DRAIN. A-1 NOTES: SB -1 (OF/CI) BEAUTY SALON SHAMPOO BOWL. FAUCET PROVIDED WITH SINK SINKS PROVIDED WITH HAIR TRAP. 2,3, 7,9 2" F 3/4" 314" (SALON) 1. ROOF DRAIN SIZING BASED ON 2009 IPC. SB -2 (OF/CI) BEAUTY SALON SINK. FAUCET PROVIDED WITH SINK 2,3,7,9 2" 2" 314" 314" 2. ALL HORIZONTAL STORM DRAINAGE PIPING ROUTED AT 118" PER FLOOT SLOPE UNLESS NOTED OTHERWISE. C (SALON) REMARKS: 1. PROVIDE CHROME -PLATED BRASS TAILPIECE AND GRID DRAIN. WATER SOFTENER SCHEDULE 2. PROVIDE CHROME -PLATED BRASS P -TRAP. 3. PROVIDE LOOSE KEY STOPS AND FLEXIBLE RISERS. EXCHANGE CAPACITY @ SERVICE FLOW RATES PER TANK PIPE RESIN 4. PROVIDE CONCEALED ARM TYPE CARRIER WITH SQUARE, TUBULAR STEEL UP -RIGHTS AND BLOCK TYPE BASES. SALT DOSAGE PEAK CONTINUOUS SIZE QTY. MANUFACTURER VOLTAGE REMARKS 3 5. INSULATE EXPOSED TAILPIECE, P -TRAP, AND WATER RISERS. REFER TO SPECIFICATIONS FOR INSULATION METHODS. MARK UMBERFLOWPRESS.FLOW IN FT3 B GR @ LB GR @ LB GPM DROP PSI GPM DROP PSI 6. PROVIDE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL.co 7. PROVIDE HANDLE STOPS AND FLEXIBLE RISERS. WS -1 CULLIGAN HCE-600-3 1 900,000-360 1 1,350,0001675 1 250.0 1 25.0 1 185.0 1 15.0 3.0 15.0 120VI1PH 1,2 8. PROVIDE CHROME -PLATED BRASS TAILPIECE AND BASKET STRAINER. 9. PROVIDE LEONARD #270 THERMOSTATIC MIXING VALVE ON ALL PUBLIC SINKS AND LAVATORIES. REMARKS: " 10. PROVIDE PEENED GRIP WHITE SHOWER GRAB BARS. 1. UNIT SHALL AUTOMATICALLYADJUST TO HARDNESS LEVEL. 2. UNIT CONSISTS OF 3 MEDIA TANKS AND 1 BRINE TANK. FULLYAUTOMATIC PROGRESSIVE FLOW WITH REGENERATION. PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM AA 1 7 d R 7 R 9 10 11 19 1i 1d 1r, 1F 17 1R 1Q 0n 71 77 OR Od Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 i € 816 421 8200 phone 816 421 1262 fax EEE E E .;F design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p /913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f ���u►iuul�q O,y%,moi O No. PE1040 240 s "o TAT F : 4r ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Plumbing - Schedules 85m2l Project Number: 2013.000 © Copyright 2013 1 1 2 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 SUPPLYDUCT Carmel Senior Living DRYER EXHAUST TO DRYER EXHAUST TO DRYER EXHAUST TO DRYER EXHAUST TO _ I WALL HOOD OR SOFFIT VENT ROOF JACK DRYER VENT WALL HOOD OR SOFFIT VENT ROOF JACK DRYER VENT FLEX CONNECTION WITH BACKDRAFT DAMPER BY IN-O-VATE TECH WITH BACKDRAFT DAMPER BY IN -O -VATS TECH I i ` - R � MODEL DJK468 �'1q MODEL DJK468 i ----- - e p---- m-m-�- --�-- -�- _ ® l r_ R --------5'� o \ CEILING ASSEMBLY — — — — — — — — \ CEILING ASSEMBLY i G STRUCTURAL MEMBER E - _.- ------------------ 1/4" X 20 ALL THREAD CEILING EXHAUST FAN SW quadrant of 136th Street and Illinois LONG SWEEP DRYER ELL'S TYPICAL SEAL RATED PENETRATION LONG SWEEP DRYER ELL'S TYPICAL I SEAL RATED PENETRATION SCREWS, NUMBER, SPACING, AND SIZE PER Street 4" DRYER VENT RIGID DUCT WALL SLEEVE AND LOUVER. ( EXHAUST DUCT PER PLANS MANUFACTURER'S RECOMMENDATIONS Carmel, Indiana 46032 DRYER ' I INSTALL PER MANUFACTURER'S HANGING 'JIBRATION ISOLATOR Q Q I 4" FLEX DUCT TO RIGID EXHAUST. ' I 4"DRYER VENT RIGID DUCT RECOMMENDATIONS AND DRYERS SUPPLIED SHALL BE j I BAND CLAMP FLEX DUCT TO RIGID EXHAUST. SEAL WEATHERTIGHT. > CEILING RADIATION FIRE DAMPER (UL 555C) CAPABLE OF VENTING A I I MINIMUM OF 3F-011 WITH rL DRYER VENT PLACARD I I I t FIRE RATED ASSEMBLY Spectrum Retirement Communities, LLC TWO O2 90°ELBOWS. I IN-O-NATE TECH (PLAC34; � � s (REFER TO PLAN SHEETS 80.31 AND 80.32) FACTORY GRILLE 200 Spruce Street, #200 L Wim- RECESSED DRYER WALL BOX. WASN,T.^ --------- __..__ -..---____^... --_-,__-- Denver, Colorado 80230COORDINATE MOUNTING HEIGHT 314"CONDENSATE DRAIN ER W/EQUIPMENT DRYER WITH TRAP FOR INSIDE 4" FLEX DUCT TO RIGID EXHAUST. ROUTE OUTSIDE FOR 1ST FLOOR AND OUTSIDE COILS P P DRYERS SUPPLIED SHALL BE j j BAND CLAMP FLEX DUCT TO RIGID EXHAUST UNITS. FOR 2ND & 3RD FLOOR CAPABLE OF VENTING A I I UNITS, ROUTE DOWN THROUGH MINIMUM OF 38'-0' WITH L I DRYER VENT PLA CARD FLOOR S TO IST FLOOR T AND THEN OU MEDCH S. i EXHAUST FAN WITH CEILING z_. TWO (2) 90- ELBOWS. I i- !N -O VATETECH (PLAC34) L RADIATION DAMPER HANGING D E TA I L Gastinger Walker Harden I E L-�� RECESSED DRYER WALL BOX. COORDINATE MOUNTING HEIGHT NOT TO SCALE + BeeTriplett Buck W/EQUIPMENT ( ,<E;p. Architecture I Interior Design I Construction Management FLOOR FLOOR SIDE VIEW N N _ _ TERMINATE AT GRADE �_ �� _ _._._._._._._._.._._.__._._._._._._..__.__. _ _...__ L_ ___._._._.__.__._._._.... � ; UL 762 LISTED GREASE .._.'.. r... 817 Wyandotte Kansas City, MO 64105 STACKED TENANT COMMON AREA C NEMA 3R DISCONNECT PH NM 816 4218200 phone RESIDENTIAL DRYER VENTING DETAIL RESIDENTIAL DRYER VENTING DETAIL PACKAGED HEATING/COOLING UNIT DETAIL FACTORY WIRED FROM 3,,9,a Yrl 816 421 1262 fax MOTOR TO DISCONNECT "�'� `'' �� design with insight.com NOT TO SCALE NOT TO SCALE NOT TO SCALE THRU THE BREATHER I TUBE • M M GOOSENECK S E3T B DUCTS OT WITH MIN, 40' Structural Engineer METAL j DISCHARGE HINGED BASE Bob D. Campbell &Company, Inc. FLASHING BYROOF HEIGHT MANUFACTURER I VENTED CURB 4338 Belleview EXTENSION Kansas City, Missouri 64111 GREASE LIQUID TIGHT 1 —� MAIN SUPPLY DUCT NO SCREEN 0 OF GRILLE DIMENSION TRAP f8"!vllN DUCT FLEXIBLE CONDUIT 816.531.4144 p 816.531.8572 f __. ABOVEROOF ADJUSTABLE METAL --- L ROD OR LINKAGE `:. ---"` ROOF 8" DECK M�'N Mechanical /Electrical I Plumbing Engineer VOLUME EXTRACTOR; ADJUSTABLE SLOPED ROOF Pearson Kent McKinely Raaf Engineers, LLC FROM FULLY CLOSED POSITION TO FULL GR/LLED/MENSION CFM NOTED ON FLOOR PLANS TOP REGISTER ,. ...•`f Overland 8801 Ballentine, Suite 200 Ov rlnd Park Kansas 6621 4PLAN VIEW I SUPPLY REGISTER TAKE -OFF"- ; .•t` "; .' �°°, 913.492.240 p 1913.492.2437 f DOWNN TO DRYER ' 0 EXHAUST VENT .._ . K L WELDED 16 GA. DUCT MIN. K OF 18"ABOVE ROOF DECK Civil Engineer MAIN SUPPLY DUCT RETURN AIR DIFFUSER 18 -MIN, Weihe Engineers DISCHARGE ON COMMERCIAL DRYERS 10505 N. College Avenue 1/4 W OR NOT TO SCALE RETURN AIR BOOT GREASE HOOD EXHAUST FAN DETAIL Indianapolis, IN 46280 4"MIN. PROVIDE VOLUME DAMPERS --- 317.846.6611 p / 317.843.0546 f T-� .• WHEN SHOWN ON FLOOR PLANS NOT TO SCALE NOT TO SCALE J Food Service Consultant PLAN VIEW Santee / Becker Associates, LLC BRANCH DUCT TAKE -OFF T 6700 Squibb Road, Suite 101 Mission, Kansas 66202 CLG ENABLE DO 913.362.1800 p 1913.362.2609 f SEE FLOOR PLANS FOR SPLIT DIMENSION DO HTG ENABLE Al OUTSIDEAIR TEMPERATURE EXHAUSTFAN INTAKEHOOD H I H Z Z J � CONTROL INTERLOCK WIRING MAIN SUPPLY PROVIDE VOLUME DAMPER o IL DUCT FWHEN SHOWN ON FLOOR PLANS OURTSIDE DM v = O DO FAN STARTISTOP AND OUTSIDE AIR DAMPER ROOF DI FAN STATUS, CURRENT RELAY TO OUTSIDE AIR FAIN CO ri I `IiI fill/// DAMPER POSITION AO DM ```"" MOTOR STARTER �, V. PEgR TURNING VANES SQUARE ELBOW SHOWN. G N0. O G SUPPLY REGISTER OR BRANCH DUCT PROVIDE ROUND WLBOW At RET. TEMP. SMOKE DETECTOR Al DISCHARGE TEMP. WHEN SHOWN ON FLOOR PLANS GREASE EXHAUST _ PE1040 240 PLAN VIEW " .o : TAT F :•a' AIR SPLIT DUCT TAKE -OFF _ MAKE-UP AIR DUCTED �4 OUTSIDE AIR TO KITCHEN HOOD PLUMBER MECHANICAL O Xo SUPPLYPLENUM SUPPLY DUCTWORK TAKE-OFFSLC DM Al STATICPRESSURE' NOT TO SCALE RETURN F AIR DAMPER POSITION AO HARD COPPER TUBE 120V R F LAVATORY OR SlNKAS SHOWN p PRESSURE SENSOR ON PLANS CONDENSATE DRAIN (D) IN WALL OR CHASE. BY ELECTRICAL INTERLOCK RELAY T SPACE SENSOR MECHANICAL CONTRACTOR (RE. FLOORPLAN FOR QUANTITY) SUPPLY SUPPLY T AIR AIR HOOD TEMP SENSOR ISSUED FOR: E Al SETPOINTADJ. DM DM K/TCHENHOODSWITCH 100% Construction Documents 11 July 2013 i E EXHAUST Al SPACE TEMPERATURE E ROOF INSULATION, CANT, FAN DAMPER POSITION AO AO DAMPER POSITION FLASHING, AND ROOFING I I DI OCCUPIED OVERRIDE BY GENERAL CONTRACTOR (RE: FLOOR PLAN FOR QUANTITY) (RE: FLOOR PLAN FOR QUANTITY) � MAKE-UP AIR UNIT CONTROL SCHEMATIC ANCHOR WITH CADMIUM CONDENSATE TRAP WITH KITCHEN HOOD FAN INTERLOCK . SCREWSAT6"Q.0CONSTANT VOLUME ROOF TOP UNIT SCHEMATIC PER SPECIFICATIONS D NOT TO SCALE 8 M/N. a FINAL CONNECTION BY D PREFABRICATED ROOF CURB PLUMBING CONTRACTOR WITH ZONE DAMPERS AND SUPPLY BYPASS 8Y MECHANICAL CONTRACTOR SEQUENCE OF OPERATION FLEXIBLE CONDUIT NO SCALE TRANE TRACER SC CONTROL SYSTEM SHALL INTEGRATE KITCHEN HOOD GREASE FANS) AND MAKE-UP AIR UNIT(S). ROOF DECK STRUCTURE SEQUENCE OF OPERATION (REFER TO ARCHITECTURAL) 12 WHEN KITCHEN HOOD SWITCH IS OFF, MAKE-UP AIR UNIT OUTSIDE AIR DAMPER SHALL BE CLOSED. FLEXIBLE .. --�' CONNECTION k (VERIFY) CONSTANT VOLUME ROOFTOP UNIT WITH ZONE DAMPERS AND BYPASS. UPON INITIATION OF THE EXHAUST SYSTEM BY KITCHEN HOOD SWITCH OR TEMPERATURE INTERLOCK, OUTSIDE AIR �• PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. PROVIDE DAMPER(S) SHALL OPEN AND MAKE-UP AIR UNIT(S) SHALL BE ENABLED AND PROVIDE SCHEDULED AIRFLOWS. EXHAUST THE OCCUPIEDIUNOCCUPIED MODE OF OPERATION SHALL BE DETERMINED BY THE TIMECLOCK FUNCTION OF THE EMS. THE UNIT SHALL HAVE ITS OWN CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. FAN(S) MAY NOT START UNTIL AIR FLOW PROVING SWITCH(ES) HAS CONFIRMED OPERATION OF MAKE-UP AIR UNIT(S). C UNIQUE OCCUPIEDIUNOCCUPIED MODE OF OPERATION. C MAKE-UP AIR UNIT(S) SHALL ENABLE HEATING OR COOLING AND STAGE COMPRESSORS AS REQUIRED TO MAINTAIN Drawn By AJ ACCESS UPON INITIATION OF THE OCCUPIED MODE. A WARMUP CYCLE SHALL KEEP THE OUTSIDE (VENTILATION) AND OUTSIDE AIR DAMPERS CLOSED UNTIL THE N D E N SAT E TRAP �TA I L P I E C E LEAVING AIR TEMPERATURE SET POINT OF 66°F COOLING AND 59°F HEATING (ADJUSTABLE). Checked By KZ BACKDRAFT DAMPER DOOR RETURN AIR REACHES 70°F (ADJUSTABLE) EXCEPT NO WARMUP CYCLE ABOVE 65°F (ADJUSTABLE) OUTDOOR TEMPERATURE. OR MOTORIZED DAMPER SHUTDOWN MAKE-UP AIR UNIT(S) UPON ACTIVATION OF THE FIRESUPRES510N SYSTEM. SEE PLAN FOR DURING THE OCCUPIED MODE OF OPERATION, THE FAN(S) SHALL OPERATE CONTINUOUSLY THE UNIT SHALL VARY THE DISCHARGE AIR TEMPERATURE TO NOT TO SCALE DUCT SIZE SATISFY THE SPACE TEMPERATURE SENSORS BASED ON AN AVERAGE OF THE MULTIPLE SETPOINTS. RTU CONTROLLER SHALL STAGE DRY BULB ECONOMIZER CONTROLS IN SEQUENCE WITH THE STEPS OF REFRIGERATION AND WITH STEPS OF HEAT AS REQUIRED TO PROVIDE THE NECESSARY Mechanical - HVAC - EXHAUST FAN DETAIL DISCHARGE AIR TEMPERATURE SETPOINT (ADJUSTABLE). ZONE DAMPERS SHALL MODULATE TO SATISFY INDIVIDUAL SPACE TEMPERATURE SETPOINTS. B NOT TO SCALE BYPASS DAMPER SHALL MODULATE TO MAINTAIN SUPPLY DUCT STATIC PRESSURE (ADJUSTABLE). B Details DURING THE UNOCCUPIED MODE OF OPERATION, OUTSIDE AIR DAMPERS SHALL BE CLOSED AND RETURN AIR DAMPERS SHALL BE OPEN. REFRIGERATION SHALL BE OFF. FANS AND HEAT SHALL CYCLE TO MAINTAIN SETBACK TEMPERATURE FROM SPACE SENSOR (ADJUSTABLE). SHUTDOWN UNIT FLOW ALARM OF UNIT/DUCT SYSTEM SMOKE DETECTORS. PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE; SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM AA 1 2 3 4 1 5 16 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 115 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 NFPA-13DRYP/PESYSTEM NFPA-13 QUICK RESPONSE HIGH TEMPERATURE FIXTURES Carmel Senior Living WETPIPESYSTEM NFPA-13 QUICK RESPONSE WETP/PE SYSTEM TEMPERED FIXTURE FOR R RISERS AND SYSTEM PIPING BALL VALVE SETUP (OPTIPJAONAL) R HYDRAULICALLY SEALED AQUASTAT Ip D 14 HIGH TEMP WATER RETURN HWR RETURN LINE WIT WATER FLOW SWITCH WITH DUAL CONTACTS, INCLUDING AND WIRED TO AUTOMATIC VACUUM CHECK (FULL2CHECK\ SW quadrant of 136th Street and Illinois NEW LOCAL HORN -STROBE ON EXTERIOR; ALSO CONNECT ALL DEVICES TO RELIEF VALVE c� AQUASTAT I o Street FIRE ALARM SYSTEM AND CONTROL CENTER. Q ALARM CHECK VALVE OR RISER LOW TEMP WATER RETURN Carmel, Indiana 46032 CHECK VALVE WITH ALL TRIM, Q INCLUDING 300# GAUGES �-- CONTOL VALVES, WITH HWR — 140" WA�ER TRAP ATSpectrum Retirement Communities,LLC ! HIGH TEMP (NATER SOURCE I ED DUAL TAMPER S44!ITGHE5, • • SUPPLY TOR 200 Spruce Street, #200 WIRED TO FIRE PAN_L, Denver, Colorado 80230 ' COMPLETE DRY PIPE VALVE SYSTEM, WITH ALL TRIM, a COLD WATER THERMOSTATIC BALANE WG VALVE INCLUDING ACCELERATOR, AIR MAINTENANCE 3 MIXING VALVE LOW TEMP WATER #2 WITH HECK SUPPLY DEVICE, AND PROPERLY SIZED AIR COMPRESSOR FIRE DEPT. CONNECTION WITH CHECK Z SUPPLY CHECK VALVE HWS 24"HEAT SINK "U" VALVE P P ASSEMBLY, WITH CONTACTOR. lNCLUDEALARM & AND BALL DRIP RUN OUT UNDERGROUND FLOORSWITCHES. RUN ALL TRIM DRAINS TO WITH APPROVED PIPE AND FITTINGS. SEE _ — TEMPERED RETURN FLOOR DRAIN. LOCATION ON PLOT PLAN – T&P RELIEF VALVE(TYP) � NO7'E�. - SHUT-OFF VALVE (125PSI) I dALANC�,.VAL.JE Gastinger Walker Harden (TYPICAL EA. BOILER) 1. ALL AREAS OF THE BUILDING ARE TO BE SPRINKLED DOMESTIC DOMESTIC COLD COMPLETE DOUBLE CHECK DETECTOR INCLUDING ATTIC AS REQUIRED BY NFPA-13. WATER c� WATER ` SUPPLY + BeeTri p l ett Buck V, BACKFLOW PREVENTER WITH TAMPER BOILER BOILER SWITCHES ON OS&Y VALVES, AND 300# STORAGE STORAGE O G Architecture I Interior Design I Construction Management 2. ALL DRAINS (MAIN AND AUXIL,LARY) ARE TO BE RUN TANK TANK N N GAUGES ON SYSTEM AND CITY SIDES FINISHED FLOOR OUTSIDE FOR FLOW TESTING.. 3.5ACKFLOWPRI�VFNTERMAYBEINSTALLEDandotte C Kansas817 City,MO 64105 NORIZONiAt� Y OR VERTlCALLY!FAPPROVED BY THERMOSTATIC MIXING VALVE DETAIL .. ..... E E3 PLUG VALVE I 816 421 8200 hone 816 421 1262 fax _. _ ? THE AUTHORITY HAVING JURISDICTION. EXPANSION T&P RELIEF C I INSTALLATION MUST ALLOW VALVES TO BE NO SCALE .„E SERVICED WHILE STANDING ON THE FLOOR, TANK VALVE(TYP) DIRTLEG o — 1111/TERM/NATE01/ERFLOORSINK (TYP) design with insight.com TIE FLANGES (125 PSI) u / TOGETHER-------._.--- __ __-- ._._ ._------ ._-- __... ..__..__ ----- ___.__.____._._._._._._._.____._.___._____ ._._ ._._._.________ _.__._. __._._._.___.___---- .____._.__ M 6” SERVICE BUILDING TANK DRAIN M FOUNDATION TIE FLANGES ! WALL TOGETHER DOMESTIC WATER Structural Engineer Bob D. Campbell & Company, Inc. BOILER WITH STORAGE DETAIL 4338Belleview FIRE SPRINKLER RISER DETAIL Kansas City, Missouri 64111 NOT TO SCALE NOT TO SCALE 816.531.4144 p 1816.531.8572 f L TO HOSE BIB L Mechanical / Electrical / Plumbing Engineer `}+ Pearson Kent McKinely Raaf Engineers, LLC NOTE: ALL PIPING TO BE RIGIDLY SUPPORTED. 4" D. C. W. TO BLDG, DOMESTIC I DOMESTIC COLD WATER SYSTEM3/4"MIN j f 3/4" MANUAL BYPASS (N.C.) -� 4" WATER SUPPLY 8801 Ballentine, Suite 200 1-1/2"CITY WATER METER MASTER CONTROL VALVE I, WITH OUTPUT SIGNAL 4 PLUMBER MECHANICAL Overland Park, Kansas 66214 • I ____ , ___ 913.492.2400 p 1913.492.2437 f 1-1/2"REDUCED PRESSURE('------ i SCW PRESSURE GAUGE _/' BACKFLOW PREVENTER FROM SYSTEM ,: n'P) K (� _._ _. I I _ _-r � _ I ._. __.._ _ ._. I ._.._ , t SOFT COLD WATER BYPASS VALVESUPPLY 4 K (NORMALLY CLOSED) 4" Civil Engineer M LAVATORY OR SINKAS SHOWN HARD COPPER TUBE ON PLANS CONDENSATE DRAIN (D) IN I Weihe Engineers ` WALL OR CHASE. BY j SHUT-OFF VALVE 3" (TYP) 3" (T,P) 10505 N. College Avenue BYPASS VALVE 18" MECHANICAL CONTRACTOR (NORMALLY CLOSED) FLOWMETER Indianapolis, IN 46280 ~�DRAIN VALVE M M M UNION (TYP) 317.846.6611 p / 317.843.0546 f M I 1T 4"REDUCED PRESSURE I TWO GFCI RECEPTACLES L 4"CITY WATER METER BACKFLOW PREVENTER FASTEN ANY EXPOSED PIPING ON DEDICATED CIRCUITS Food Service Consultant PRESSURE REDUCING VALVE Q TIGHT TO WALL Santee I Becker Associates, LLC FULL LINE SIZE WHERE WHERE WATER 4'-6" MAX BRINE TANK SERVICE MAIN ABOVE FLOOR I 6700 Squibb Road, Suite 101 HOT AND COLD WATER 3 NEW WATER SOFTENERS NEPTUNE PLATE PRESSURE EXCEEDS 80 PSI. SHUT-OFF VALVE TYPE STRAINER () Mission, Kansas 66202 (TYPICAL) FULL SIZE DRAIN PORT I TO MOP SINK – – – – _ – _ _ _ = _ _ = 913.362.1800 p / 913.362.2609 f CONNECTION (TYP) 4"WATER SERVICE FD FINISHED FLOOR j SEE SITE UTILITY – _ _._._.__... I PLANS FOR CONT. CONDENSATE TRAP TERMINATER.P.B.P. DRAIN ABOVE FLOOR H DRAIN AT TWICE THE DIAMETER OF R.P.B.P. PER SPECIFICATIONS rA H I y DRAIN PORT SIZE FINAL CONNECTION BY SAN PLUMBING CONTRACTOR �— LAWN 1-1/2"SITE IRRIGATION LINE. MOP SINK 3 112"HOUSEKEEPING PAD COORDINATE W/ SPRINKLER CONTRACTOR. uw _' ._._._.__._._ — ._._.__..__._._._._._._._._.__._._._._._._._._._.__._._._._._ ___._._._.____._._._- V . PEgR�O�iG WATER SERVICE PIPING DIAGRAM - -- �G R�. ti --- _- --- �-- - - I DRAIN TO MOP SINK J� Qi� *`STE SO 'moi G NOT TO SCALE __._v____ ` o ____.______.__._._._._.________.___.___ __.__________._._._____ �- O ' PIPING ARRANGEMENT SHOWN IS SCHEMATIC ADJUST TO SUIT FIELD CONDITIONS. PROVIDE G No. CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. WATER SOFTENER DETAIL (WS -1) _ . P E 1040 240 HOSE BIB WATER LINE DRAINAGE NOT TO SCALE =.o�.. TAT F :mar; WATER HAMMER CONDENSATE TRAP (TAILPIECE) ARRESTER PDI SIZE 4" NOT TO SCALE - NOT TO SCALE p t SHUTOFF VALVE !N A CCESSIBLE E ___ LOCATION ABOVE CEILING V F � F EXTERIOR / BUILDING WALL E E INDIRECT WASTE TO 1 LENGTH OF SHAFT TO SUIT WHERE SHOWN ON PLANS INSULATED 3/4"COLD E THICKNESS OF WALL. STAINLESS WATER PIPE CORD SET t SHUT OFF VALVE AD✓LISTABLE ISSUED FOR: WITH PLUG STEPPED F CUT WALL AS REQUIRED. CLAMPS INSTALL WALL HYDRANT, PVCBOOT 100% Construction Documents 11 July 2013 E GROUT OR OTHERWISE INSPECTION UNION STR/PPING CEILING REPAIR WALL NEATLY E COVER STAINLESS FLOORPLATE ADJUSTABLE MASTIC AROUND FACE OF BOX, TO CLAMPS INSTALL RISER INSIDE PARTITION SEAL WATERTIGHT. WHEREAVAILABLE. REFER TO CONNECT TO ICE BEVERAGE STATION PLANS. IF RISER IS EXPOSED, BIN DRAIN OUTLET WITH ICE STORAGE + SPUN ANCHOR TIGHT TO WALL, INTERIOR BOX TYPENON-FREEZE AS REQUIRED .++++++`+ (III '.+.+.+. . ALUM/NUM TO WALL INSULATION. . . . . . . + + + + + + + + . + + + + + + + + + BASE WALL HYDRANT, WITH + + + + + + + + + + ELBOWS AS REQUIRED // INTEGRAL VACUUM STRIPPING +++++++++++++ ++++++++ BREAKER, T HANDLE STEEL BASIN COVER. SPACE 1-i/4"+++++.+++.++++ INDIRECT DRAIN OPEN + +.+ / QUARTER -TURN OPERATOR, APPROXIMATELY 1/4"ABOVE + + + + + + + + D 314' HOSE CONNECTION, TOATMOSPHEREAT + + + + + + + UPPER END SHAFT FLOOR WITH WASHERS. ++.+++++++++++ D AND LOCKING COVER + . + + + / ++++++++ + WASTE PROVIDE OIL SENSOR SYSTEM. ++. RE: SPECIFICATIONS ++' VALVE INTERIOR TO WALL FLOOR CHECK VALVE WALL CLAMP E W C INTERIOR FLOOR FS —PROVIDER/R GAP OF TW/CEPIPED/AMETER MASTIC EXTERIOR GRADE, MEMBRANE Drawn By AJ ------ ---- .._._... ______ __________ ___.________ 3 PAVEMENT, OR PROVIDE FLOOR SINK AT FRONT EDGE OR SIDE EDGE OF ICE MACHINE, MERCURY INSTALL ± 24"ABOVE GRADE. ADJUST I SIDEWALK WHERE ACCESSIBLE FOR CLEANING 0, a 0 NOT UNDER ANY EQUIPMENT `?' FLOAT SWITCH AS MANUFACTURED BY THE Checked By KZ HEIGHT IFIAS REQUIRED TO SUIT MASONRY SEAMS. I PATE COMPANY ORAPPROVED EQUAL -_ PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO Mechanical - PIumbing- u SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. SUBMERSIBLE SUMP PUMP B ROOF PLUMBING VENT B Details SUBMERSIBLE SUMP PUMP AND PIT T NON -FREEZE WALL HYDRANT ICE MACHINE CONNECTIONS NOT TO SCALE a C6 , NO SCALE NOT TO SCALE NOT TO SCALE PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WVVW.PKMRENG.COM A A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 Vil 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 120 1 21 1 22 1 23 124 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living HOT WATER ROOF DRAIN > >/2'OUTLET SUPPLY LINE IN CHASE""' R PERFORATED SCREEN BASKET ` ' R PRESSURE �J GAUGE p` ti EXTERIOR ���� = 1-1/2"INLET i MIXED WATER - WALL I SUPPL Y GATE VALVE - E j t rrP. ~ '` SW quadrant of 136th Street and Illinois LEONARD #108 3" STRAINER WITH ��� THERMOSTATIC COLD WATER BLOWDOWN RETAINING i ° Street SUPPLY FLANGEs Carmel, Indiana 46032 WATER MIXING t ! Q VALVE DOWNSPOUT NOZZLE I Q FD PROVIDE WITH TRAP PRIMER Spectrum Retirement Communities, LLC o STOP VALVE(TYP) 200 Spruce Street, #200 J jj I Denver, Colorado 80230 '�., 1, • REDUCED PRESSURE PRINCIPAL 3 { P " \ ,-` P BACKFLOWPREVENTOR ���~ti � 2"VENT PROV/DESPLASHBLOCK E i I BELOWDOWNSPOUT '' ;• � 3 TRAPPED OPEN -HUB D W/TRAP PRIMTERER �' 8"APG SETMIXED EMTO ILY�AP -r GASKET -� ( ACCESS COVER 110 DEGREES F WATER SERVICE DETAIL Gastinger Walker Harden PUBLIC LAVS TEMPERED NOT TO SCALE DOWNSPOUT NOZZLE DETAIL HAIR INTERCEPTOR. DETAIL + BeeTriplett Buck NIO SCALE Architecture i Interior Design I Construction Management NOT TO SCALE N N WATER SCHEMATIC NO SCALE N 817 Wyandotte Kansas City, MO 64105 CASTAROUND THE TOP OF EACH FLUSH 816 421 8200 phone GRADE CLEANOUT X-0' SQUARE THICK. REFER TO ARCH i 816 421 1262 fax WHEN CLEANOUT IS LOCATED IN ROADS, DRAWINGS FOR design with insight.com SIDEWALKS OR OTHER PAVED AREAS WALL CONSTRUCTION OMIT CONCRETE COLLAR AND COORDINATE FINAL TOP ELEVATION WITH PAVING F *1 ( I / i TAAP PRIMER VALVE M FINISHED FLOOR AND WALKS. IRON FERRULE WITH METAL (MAXIMUMOF8DR4/NS) CLEANOUT ACCESS COUNTER SUNK SCREW PLUG I AlCLEANOUT PREC/SIONPLUMB/NG PRODUCTS" M COVER (PECO)i '�, �/ z GRADE 1'CHAMFER Structural Engineer _.F__....._____.___.. .e Bob D. Campbell & Company, Inc. SCREW p TER -SINK AN --- 4338 Belle vi 'ew _ , E Kansas City, Missouri 64111 t 1 __- _ LSTAINLESS STEE DISTRIBUTION UNIT 816 p ' 6" CAST IRON PIPE 30" BEND ACCESS COVER L REQUIRED WHEN USED L g Engineer bi l / Pl l / El i h FOR MORE THAN ONE Mecancaectricaumn C.I. CLEANOUT FLOOR DRAIN g FERRULE & PLUG 60' WYE BRANCH CAST GROUTED PLUG WHEN CLEANOUT Pearson Kent McKinely Raaf Engineers, LLC IRON SOIL PIPE OCCURS AT END OF LINE 8801 Ballentine, Suite 200 SANITARY TEE Overland Park, Kansas 66214 118 BEND @ END OFLINECLEANOUT DRAINPIPE 913.492.2400 p 1913.492.2437 f K WASTEL/NE WASTELINE 1/2"TYPE "K"SOFT SEAMLESS COPPER WITH K NO JOINTS BELOW FLOOR SLAB. SLOPE AT 1/8" Civil Engineer /// PER FOOT MINIMUM TO FLOOR DRAIN POURED 8x8"x16"CONNECTION. FIN/SHED FLOOR 2"AIR GAP Weihe Engineers ............. _ _- _____ CONCRETE 10505 N. College Avenue Indianapolis, IN 46280 FLOOR CLEANOUT DETAIL FLUSH GRADE CLEANOUT DETAIL WALL CLEANOUT DETAIL 317.846.6611 p / 317.843.0546 f C NO SCALE NOT TO SCALE NO SCALE TURN ROOFING AND FLASHING FLOORDR4/N Food Service Consultant DOWN UNDER CLAMPING FLANGE Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 FLASHING CLAMP CAST /RONROOF SECONDARY Mission, Kansas 66202 DR4/N & DOME SLEEVEAND SEAL PENETRATION PROVIDE W/ 2" DAM WHERE REQUIRED & USED AS OVERFLOW 913.362.1800 p 1913.362.2609 f FLASHING AS REQUIRED PRO VIDE CONCRETE SUPPOR TPAD P TRAP P -TRAP BY ROOFING MANUFACTURER ROOFING AND FITTINGS AS REQUIRED BY H THE GAS SERVICE COMPANY DETAIL -AUTOMATIC TRAP PRIMER AIR GAP DETAIL H GAS PRESSURE ROOF REGULATOR NO SCALE NOT TO SCALE INSULATION STOP VAL VE (TYP) �� GAS METER BUILDING GRADE 0%11111111111111 V. PP4 .......: 3iui �: ZROOF G N0. DRAIN RELIEVER STRUCTURE HIGH PRESSURE GAS SERVICE PE1040t240 TOREGULATORBYTHEGASDECKCLAMPSERVICECOMPANYTAF COORDINATE ALL REQUIREMENTS AND WORK WITH UTILITY INSULATE WITH VAPOR BARRIER AND SEAL AT SEAM SEE PLANS FOR PIPE GAS SERVICE DETAIL F F SIZE AND LOCATION NOT TO SCALE ROOF DRAIN / OVERFLOW ROOF DRAIN DETAIL ISSUED FOR: NOT TO SCALE 100% Construction Documents 11 July 2013 E TO SANITARY VENT 2 V UP 2 V UP E TO HORIZONTAL I TO HORIZONTAL MOUNT VACUUM BREAKER ABOVE FIXTURE BACKSPLASH, MINIMUM 6" BU/LD/NG VENT BUILDING VENT ABOVE FLOOD RIM. DRILL BACKSPLASH FOR PIPES. PROVIDE I T I SILICONE SEALANT AROUND PIPE THRU BACKSPLASH. USE CHROME PLATED PIPE EXPOSED ABOVE BACKSPLASH ; 3 2" Air Gap Fitting ( I 1/2"WATER 1-1/2" V IN WALL FINISH GRADE 50-314" Sioux Chief VACUUM 6"TOP SOIL 3" FLOW CONTROL DI BREAKER — — D Model 249 I 112 I FIXTURE (SINK OR GLOBE w_", .. ...:� i CONE OR TROUGH) 3 COMPARTMENT VALVEPIPE UNION m SINK — 30"Max. 30"Max. _._._..I ; L.._ — ; ; !��`__, i. --\\ Countertop I I I V _ RPZ Sink SOLENOID GARBAGE DISPOSER 30" x 30"ACCESS VALVEBYFSEC — PANEL �-` 40" CONTINUOUSDETECTABLEIDENTIFYING — BALL TAPEW/THLABEL "CAUTION-BUR/ED Drain - - - -- - VALVE CO USE HUBLESS CAST SEWER LINEBEL OW" _ VARIES I 3 IRON PIPE AND _ '-6"MIN. Dishwasher Hose I I � ( ) C CONNECTORS C WATERHAMMER� 2"P --TRAP MACH/NEPLACEDEARTHMECHANICALLV—������ Drawn By AJ CO CO ARRESTER TAMPED. UP TO 20% OF VOLUME Checked By KZ Pump Discharge C. 0. 3"WASTE MA Y BE S TONE NO LA RGER THA N WHIRLPOOL DETAIL 2 -FLOOR 6"IN THE LA RGES T DIMENSION Fin. FIr. Disposal SINK FLOWCONTROL FITTING NO SCALE ._....................... .._ ............ _.._.__._----- _._......_.........................._............._......... _._--- ._.__......_.......... ___ _ ___._._.__._ _._....._._...._._..._.................... _ _._............. __.__ _ __...___.__.___._.._._._._._._... " - p ___ _ _._._._.__ ._._....... __________.__-._._--.-. SANDBEDDING4 BELOW Mechanical r"IUMbing 2". REFER TO SPECIFICATIONS FOR ITEMS FURNISHED AND WORK AND 6'ABO VE PIPE Auxiliary Drain Intel _._._...._._..........__._.____. _ ..... _... ................... _ . PERFORMED BY FOOD SERVICE EQUIPMENT CONTRACTOR Details B _ _ _ _ _ _ _ _ (FSEC). ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO 8" B { SUIT FIELD CONDITIONS. WIRING IS BY ELECTRICAL CONTRACTOR. N TO SANITARY DRAIN PFM DISHWASHER/DISPOSAL/SINK PLUMBING 3 -COMPARTMENT SINK DETAIL GARBAGE DISPOSER TRENCH DETAIL+ NOT TO SCALE NOT TO SCALE PEARSON KEN? MCKINLEY RAAF ENGINEERS LLC NOT TO SCALE NO SCALE 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM A A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 1 12 1 13 1 14 1 15 116 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number: 2013.000 © Copyright 2013 z AI 311 ,.I J 4 1 o I b I t 1 8 1 9 1 1U 1 11 1 12 1 13 1 14 1 15 2 -LAYERS OF FYREWRAP MAX 2.0 OR EQUAL FIRE WRAP INSULATION PROVIDING ZERO CLEARNACE TO COMBUSIBULES AND RATED DUCT ENCLOSURE IN ACCORDANCE WITH ASTM E 2336. 9GK J'ItaL UUGI WUHK GA. SLOPED BACK TO HOOD - 54.00" r-- FIRE WRAP INSULATION HANGING ANGLE 16" SS BAFFLE WITH HANDLES AND HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBt1STIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP QUARTER END PANEL - STAINLESS SEPI SACKSPLASH PANEL EQUIPMENT BY OTHERS 116 117 118 119 12U I"L1 ILL ILJ ��� PLENUM PROTECTION NOZZLE DAMPER MAKE UPAIR TYPE -I KITCHEN HOOD SPECIFICATION DUCT PROTECTION NOZZLE THE ND -2 SERIES HOOD WITH PSP ACCESSORY IS A COMPENSATING CANOPY HOOD SYSTEM RATED FOR DETECTORS SCREW IN HALOGEN BULB. ALL TYPES OF COOKING EQUIPMENT. THE HOOD SHALL HAVE THE SIZE, SHAPE AND PERFORMANCE STANDARD INCANDESCENT SPECIFIED ON DRAWINGS. LIGHT FIXTURE CONSTRUCTION SHALL BE TYPE 430 STAINLESS STEEL WITH A #3 OR #4 POLISH WHERE EXPOSED. I FIELD WRAPPER 18.00" HIGH INDIVIDUAL COMPONENT CONSTRUCTION SHALL BE DETERMINED BY THE MANUFACTURER, ETL, AND NSF. (SEE HOOD OPTIONS TABLE) CONSTRUCTION SHALL BE DEPENDENT ON THE STRUCTURAL APPLICATION TO MINIMIZE DISTORTION AND ATTACHING PLATES OTHER DEFECTS. ALL SEAMS, JOINTS AND PENETRATIONS OF THE HOOD ENCLOSURE TO THE LOWER OUTERMOST PERIMETER THAT DIRECTS AND CAPTURES GREASE -LADEN VAPOR AND EXHAUST GASES SUPPLY RISER WITH SHALL HAVE A LIQUID -TIGHT CONTINUOUS EXTERNAL WELD IN ACCORDANCE WITH NFPA 96. HOOD SHALL REMOTE MANUAL APPLIANCE PROTECTION VOLUME DAMPER BE WALL TYPE WITH FULLY WELDED 10 GAUGE CORNER HANGING ANGLES. CORNER HANGING ANGLES PULL STATION NOZZLE 23.5% OPEN STAINLESS HAVE A.625 X 1.500 SLOT PRE -PUNCHED AT THE FACTORY, ALLOWING HANGING RODS TO BE USED FOR STEEL PERFORATED PANEL QUICKAND SAFE INSTALLATIONS. HANGING ROD AND CONNECT IS PROVIDED BYAND INSTALLED BY a OTHERS. REMOVABLE STAINLESS OPTIONAL ELECTRICAL STEEL SERVICE DOOR f 4� TERMINAL BOX WITHTRMINAL STRIPS, VENTILATOR SHALL BE FURNISHED WITH U.L. CLASSIFIED ALUMINUM BAFFLE FILTERS, SUPPLIED IN SIZE AGENT TANK IS AN i 24" NOM. AND QUANTITY AS REQUIRED BY VENTILATOR. THE FILTERS SHALL EXTEND THE FULL LENGTH OF THE OVERLOADS, AND TEMPERATURE 3-PHASE CONTACTORSAN OD OVV 1 HOOD AND THE FILLER PANELS SHALL NOT BE MORE THAN 6" 1N WIDTH. OEM RELEASE/ CK BRACKET ASSEMBLY FAN AND LIGHT THE HOOD MANUFACTURER SHALL SUPPLY COMPLETE COMPUTER GENERATED SUBMITTAL DRAWINGS CONTROL PANEL INCLUDING HOOD SECTION VIEW(S) AND HOOD PLAN VIEW(S). THESE DRAWINGS MUST BE AVAILABLE TO THE ENGINEER, ARCHITECT AND OWNER FOR THEIR USE IN CONSTRUCTION, OPERATION AND MAINTENANCE. EXHAUST DUCT COLLAR TO BE 4" HIGH WITH I" FLANGE. DUCT SIZES, CFM AND STATIC PRESSURE FIRE SUPPRESSION SYSTEM DETAIL. I REQUIREMENTS SHALL BE AS SHOWN ON DRAWINGS. STATIC PRESSURE REQUIREMENTS SHALL BE 48" MAX PRECISE AND ACCURATE; AIR VELOCITYAND VOLUME INFORMATION SHALL BE ACCURATE WITHIN 1 -FT NO SCALE 102" INCREMENTS ALONG THE LENGTH OF THE VENTILATOR. U.L. INCANDESCENT LIGHT FIXTURES AND GLOBES SHALL BE INSTALLED AND PRE -WIRED TO A JUNCTION S U P R E S S I O N SPECIFICATIONS BOX. THE LIGHT FIXTURES SHALL BE INSTALLED WITH A MAXIMUM OF 4'0" SPACING ON CENTER AND ALLOW 78"AFF MIN. UP TOA 100 WATT STANDARD LIGHT BULB. THE HOOD FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE THE HOOD SHALL HAVE:AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) -A DOUBLE WALL INSULATED FRONT TO ELIMINATE CONDENSATION AND INCREASE RIGIDITY. THE THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE INSULATION SHALL HAVEA FLEXURAL MODULUS OF 475 EI, MEET UL 181 REQUIREMENTS AND BE IN MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE ACCORDANCE WITH NFPA 90A AND 90B. SHUT-OFF APPLICATIONS. AN INTEGRAL FRONT BAFFLE TO DIRECT GREASE LADEN VAPORS TOWARD THE EXHAUST FILTER BANK. A BUILT-IN WIRING CHASE PROVIDED FOR OUTLETS AND ELECTRICAL CONTROLS ON THE HOOD FACE AND THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED SHALL NOT PENETRATE THE CAPTURE AREA OR REQUIRE AN EXTERNAL CHASEWAY. FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT - LOW VELOCITY MAKE-UP AIR (UP TO 90%) PROVIDED THROUGH FRONT AND SIDE PLENUMS (PSP SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID A GENT HANDLING AND ACCESSORY). USAGE. A REMOVABLE GREASE CUP FOR EASY CLEANING. THE HOOD SHALL BE ETL LISTED AS "EXHAUST HOOD WITHOUT EXHAUST DAMPER", NSF LISTED AND BUILT THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING IN ACCORDANCE WITH NFPA 96. THE HOOD SHALL BE LISTED FOR 450°F COOKING SURFACES A T 150 TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BYA DETECTOR CFM/FT, 600°F COOKING SURFACES AT 200 CFM/FT, AND 700°F COOKING SURFACES AT 250 CFM/FT. BRACKETJLINKAGE ASSEMBLY. TYPE -1 KITCHEN EXHAUST HOOD DETAIL NO SCALE EQUIPMENT SCHEDULE INSTALLATION DETAIL TYPE 1 KITCHEN HOOD MARK: ITEM 19 AREA (SF) CFM VELOCITY (FPM) HOOD DIMENSIONS GREASE HOOD 2,130 1,543 HOOD GREENHECK MODEL 1.38 2,130 TOTAL SECTION 36x10 1 2.50 1 4,260 NO. STYLE / CONFIGURATION SECTION WIDTH HEIGHT CUP OR TEMP. WEIGHT LOCATION co M LENGTH .6 C X > cu DRAIN RATING X E M3: x m� ; X-'�X GXEW-7.75-S HOOD FRONT SUPPLY PLENUM SHELL 00= C co 20= CO r- '-0= o 1- 0= r >0= - o 1 SINGLE WALL EXHAUST ONLY 93 IN. 541N. 241N. LEFT 600 294.0 LEFT 3.0 EXHAUST COLLAR NOTES: EXHAUSTTO BE WALL CANOPY TO CENTER OF DUCT CONNECTION. U) N- N C N= "9'5 = DEG F LBS. O� BO 0LLM GXEW-7.75-S M 7 U' LL 74 Co 7 qr7 D_LLN U' u- CN t0 LL U- 7 IT mLLN MARK: Item 19 - SECTION 1 2 SINGLE WALL EXHAUST ONLY 931N. 541N. 241N. RIGHT '00DEG 294.0 RIGHT designed to deliver maximum grease extraction. WALL CANOPY in accordance with NFPA # 96 and applicable building codes. F LBS. ILLUMINATION DETAILS GREASE FILTRATION DETAILS HOOD NO. FIXTURE TYPE QTY INTENSITY TYPE / MODEL QTY LENGTH HEIGHT BULB / LAMP INFO FT CANDLES MATERIAL 1 INCANDESCENT (GL07- 3 35.09 / 311N. OC X -TRACTOR 2 16 IN. 161N. 3 201N. 100W A19 BULBS NOT INCL. STAINLESS STEEL 2 3 35.09/31 IN. OC X -TRACTOR 2 161N. 161N. 3 201N. 100WA19 BULBS NOT INCL. STAINLESS STEEL EXHAUST PLENUM COLLARS HOOD SECTION # DISTANCE WIDTH LENGTH DIAMETER VOLUME S.P. VELOCITY COLLAR # TO END (IN.) (IN.) (IN.) (IN.) (CFM) (IN. WC) (FT/MIN) 1 / 1 46.5 10 20 NA 2130 0.769 1543 TOTAL EXHAUST CFM - SECTION 1 2130 = 275 CFM/FT 2/1 46.5 10 20 NA 2130 0.769 1543 TOTAL EXHAUST CFM - SECTION 2 2130 = 275 CFM/FT HOOD SECTION # EXTERNAL SUPPLY PLENUM COLLARS PLENUM LOCATION DISTANCE WIDTH LENGTH VOLUME S.P. VELOCITY COLLAR # TO END (IN.) (IN.) ]DIAMETER (IN.) 1 (IN.) (CFM) (IN. WC) (FT/MIN) 1/FRONT/1 46.5 8.00 28.00 1 NA 1385 0.1602 890 TOTAL SUPPLY CFM - SECTION 1 FRONT AIR CURTAIN SUPPLY (ASP) PLENUM 1385 = 179 CFM/FT 2/FRONT/1 46.5 1 8.00 1 28.00 1 NA 1 1385 0.1602 1 890 TOTAL SUPPLY CFM - SECTION 2 - FRONT AIR CURTAIN SUPPLY (ASP) PLENUM 1385 179 CFM/FT OPTIONS AND ACCESSORIES 304 STAINLESS STEEL WHERE EXPOSED, 18 GA., #4 FINISH UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE EXHAUST COLLARS MOUNTED ON HOOD BACK SHIPPED LOOSE EXHAUST COLLAR(S) EXHAUSTAIR BALANCING BAFFLE(S) - (EABB) INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH EMBOSSED STAINLESS STEEL FINISH FOR HIGH CORROSION RESISTANCE UL 710 LISTED 1' INSULATED ZERO CLEARANCE TOP OF HOOD DUCT AIR VELOCITY CALCULATION INSTALLATION DETAIL GREASE DUCT SIZE AREA (SF) CFM VELOCITY (FPM) HOOD CONNECT/ON 1 20x10 1.38 2,130 1,543 HOOD CONNECTION 20x10 1.38 2,130 1,543 COMMONHOR/Z. 36x10 1 2.50 1 4,260 1,704 RISER TOEXHAUSTFAN 26x26 1 4.69 1 4,260 908 6.0 46.5 46.5 46.5 46.5 MARK: Item 19 - SECTION 1 MARK: Item 19 - SECTION 2 PLAN VIEW PLAN VIEW EXHAUST AIR BAL N laBAFFLE (EABB) INSTALLATION DETAIL 8.0 � � � 6.0 4.0 � -1 8.0 � I � 7.0 HOOD BACK IF DUCT COLLARS ARE SHIPPED LOOSE, BAFFLE THE EABB WILL BE SIZED TO THE EXHAUST COLLAR($) SPECIFIED ON THE COLLAR 12 ,O BE INSTALLED LED AFTFRTHE puCT BAFFLE FRAME MACHINE m W/ NUT ASSEMBt,I= BOTHt3AFFLE FFaAM!<5 TO YHE BAFFLE; IN THE OPEN POSITION, 2 OPENING, PLUG WELD THE FRAMES TO 2 C 2 2 a 2 _ _ TYPICAL HANGING CLIP _ n BRACKET 1 M M co M Y V) M V .6 C X > cu SUPPLY PLENUM LENGTH X o c� X E M3: x m� ; X-'�X Imp I TO PLENUM SHELL HOOD FRONT SUPPLY PLENUM SHELL 00= C co 20= CO r- '-0= o 1- 0= r >0= - o cw= m w HANGER ON HOODS OVER 120" BRACKET oo� yM U TX 1/2" NUT ti0 ` 6N TX � biN °;X biN a) >'X j yM TX D- 4i C14 C TX 3.0 EXHAUST COLLAR NOTES: EXHAUSTTO BE CN= TO CENTER OF DUCT CONNECTION. U) N- N C N= "9'5 = EXHAUST COLLAR 1&0 O' EXHAUST DUCT CONNECTION IS TO BEA CUT-OUT AREA CONTINUOUS LIQUID TIGHT WELD TO HOOD. 1.0 I O� BO 0LLM 8.0 2.5 8.0 M 7 U' LL 74 Co 7 qr7 D_LLN U' u- CN t0 LL U- 7 IT mLLN MARK: Item 19 - SECTION 1 MARK: Item 19 - SECTION 2 -5% to +10% tolerance of values indicated. Static pressure(s) ELEVATION VIEW The grease filter face velocities are based on the filter ELEVATION VIEW Inlet opening air velocities for waterwash, dry cartridge and EXHAUST AIR BAL N laBAFFLE (EABB) INSTALLATION DETAIL NOTES: HOOD TOP BAFFLE FRAME (ON HOOD TOP) THF EAOB I$'GFSIGNKO T) BALANCE TH':; AIR V01 UME BETWEEN MULTIPLE DUCT HOODS 3a THrr SAME; rAN. THF BAFFLF OPENING HAS THE CAPACITY TO CL JSE OFF UIIPTO 50% OF THE EXHAUST QOLLAR. HOOD BACK IF DUCT COLLARS ARE SHIPPED LOOSE, BAFFLE THE EABB WILL BE SIZED TO THE EXHAUST COLLAR($) SPECIFIED ON THE COLLAR HOOD EQUIPMENT SCHEDULE, EABB IS CENTER ,O BE INSTALLED LED AFTFRTHE puCT BAFFLE FRAME MACHINE COLLAR IS WELDED 10 THE HOOD. (ON HOOD BACK) SCREW W/ NUT ASSEMBt,I= BOTHt3AFFLE FFaAM!<5 TO YHE BAFFLE; IN THE OPEN POSITION, LINE UP EDGE OF BAFFLE WITH EDGE OK OPENING, PLUG WELD THE FRAMES TO THE HOOD TOP OR BACK, DL.1CT CO� F EXHAUST COLLAR THE BACK OF HOOD FLUSH W/ (FLOATING DUCT COLLAR) BACK OF HOOD SUPPLY PLENUM HANGER BRACKET DETAIL TYPICAL HANGING CLIP HANGER BRACKET 1 IITT/- a ELI ° 6 ° .6 3.6 SUPPLY PLENUM LENGTH ""C" CLAMP HOOD STANDING SEAM HANGING CLIP rr"1 HANGING CLIP BOLTED Imp I TO PLENUM SHELL HOOD FRONT SUPPLY PLENUM SHELL HOOD HANGER -BRACKET -DETAIL NOT TO SCALE 4,0 THREADED ® ° c ° ROD (1/2") TYPICAL HANGER WASHER BRACKET HANGER ON HOODS OVER 120" BRACKET oo� REFERENCE SCALED DRAWING FOR ACTUAL LOCATIONS 1/2" NUT ti0 ° ° a ° 6 TYPICAL HOOD HANGING METHOD 3.6 3.6 HOOD LENGTH SHIPPED LOOSE DUCT COLLAR INST. DETAIL 3.0 EXHAUST COLLAR NOTES: EXHAUSTTO BE AIRSPACE WITHIN 48DROM CENTERUCTION OF HOOD LE GTHD TO CENTER OF DUCT CONNECTION. UL LISTED HOOD ASSEMBLY TO BE USED ONLY WITH MANUFACTURER, LABELED %f SUBASSEMBLY, FOR EXHAUST HOOD WITHOUT EXHAUST DAMPER PART NO. DC. EXHAUST COLLAR 1&0 O' EXHAUST DUCT CONNECTION IS TO BEA CUT-OUT AREA CONTINUOUS LIQUID TIGHT WELD TO HOOD. 1.0 I I 8.0 2.5 8.0 HOOD LENGTH VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code and IBC, uniform mechanical code, and international mechanical code. See national evaluation report #436 for allowable values, and/or conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within -5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for waterwash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. 7 1 4 1 d I F I R 1 7 IR IQ I 1(1 Ili 119 1 1q I 1d I 1S I 1R 1 17 1 1R 110 1 Otl I 71 1 00 �rd IP �W IL IK I.1 IH �L IF 11111111111111111111114 �L IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone E Isrir E 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f `01,1t11UU/1", J����`O� • V. PE,q�s .��. 0 No. ° PE1040tF 40 ° % TAT ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Kitchen - Hood Details 8700-1 Project Number: 2013.000 © Copyright 2013 AA ' z I s 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 z AI ,II 1;1 31 i 6 I MIN 40" DISCHARGE HEIGHT GREASE — TRAP I ROOF DECK MIN WELDED 16 GA. DUCT MIN. — REFER TO GREASE DUCT SYSTEM DETAIL FOR FIRE WRAP REQUIREMENTS. GREASE DUCT CLEAN OUT TYPICAL EACH SIDE. (3M FIRE BARRIER GREASE DUCTACCESS DOOR, 10x6) fUL 762 LISTED GREASE FAN r 18'MIN. DUCT ABOVEROOF N O N L_`� GEN. CONTR. TO PROVIDE _Y OPENING IN WALL SIZED FOR DUCTWORK W12 LAYERS APPROVED, LISTED FIRE WRAP. COORDINATE SIZE AND LOCATION WITH K.E.C. ALSO PROVIDE FURRING AROUND EXPOSED DUCTWORK. HINGED BASE VENTED CURB EXTENSION SLOPE ALL GREASE DUCTWORK A MINIMUM 1/4"PER FOOT BACK TOWARDS HOOD EXHAUST DUCT 1' INSULATED TOP FOR UL LISTED ZERO CLEARANCE WELDED TO REAR Y MECH.TOCOMBUSTIBLE SURFACES \\\OF OR 20"X 10" DUCT OPENING IN REAR OF HOOD BY K. E. C. GREASE DUCT SYSTEM CROSS SECTION DETAIL NOT TO SCALE UL Design: 3MU/FRD 120-18 Refer to UL design for additional requirements 2 Hour Rated ASTM E 2336-04 and ICC -ES AC101 Grease Duct Enclosure Systems 1-112" MAX 10-1/2" OC I r. I II II II II I I I I II II II II II II 48" MAX, MAX AREA 2,304 SQ.IN. GREASE DUCT SYSTEM DETAIL NOT TO SCALE MINIMUM 112" WIDE .015" THICK :STAINLESS TEEL BANDS SECURED WITH MINIMUM V LONG STAINLESS STEEL CRIMP CLAMPS; SEE UL DESIGN FOR ALTERNATE INSULATION PIN FASTENING METHOD 2 LAYERS OF 1 112" THICK 3M COMPANY - FIRE BARRIER DUCT WRAP MODEL 615+, OVERLAP AS SHOWN; SEE UL DESIGN FOR ALTERNATE OVERLAP AND BUTT METHODS 16 GA RECTANGULAR STEEL DUCT 1/2" DIAMETER ALL -THREAD STEEL ROD CONNECTED TO ANGLE WITH NUTS AND WASHERS, INSTALL 60" OC MINIMUM 2"X 2"X 114" STEEL ANGLE d R 7 R 9 10 1 11 12 1 11 1 14 1 15 1 16 1 17 1 1R 19 1 20 1 21 1 22 �o IP �0 IL �rd IH IG IF IE �L IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture i Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 i' 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical If Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 1X%%1111111111,11 oy',,,, No. PE1040 240 : .o TAT F :Qr ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By AJ Checked By KZ Mechanical - Kitchen - Grease Exhaust Details 87002 Project Number: 2013.000 © Copyright 2013 31 a AA o FLAN 14 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 R 01 BOLLARD BASE NOT TO SCALE LI',�T I �� �-R_ O - I TI �T C T-= I T d G -41 _ a El a jjl�j <4A 44 p AS L�F r 'I FLOOD LIGHT DETAIL NOT TO SCALE vvA. - _ z t MONUMENT SIGN. ti \ S2 KEYED NOTES - SITE PLAN -VF IN CONCRETE. REFER TO DUCTBANK DETAIL THIS SHEET. T' REFER TO FLOOR PLANS FOR CONTINUATION OF CONDUITS s� ° 1 , PLAN - '_ AND/OR LOCATIONS OF EQUIPMENT INSIDE BUILDING (TYPICAL). A TWO (2) 4" CONDUITS FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. 3 EXTEND AS DIRECTED BY SERVICE PROVIDER(S). H ' 1 L E R ->r �` E I R - _ . R _E F MONUMENT SIGN BY OTHERS. COORDINATE POWER REQUIREMENTS AND LOCATION WITH SIGNAGE VENDOR.@ ROUTE THROUGH REMOTE CONTROL SWITCH RCS- 1, THEN HOMERUN. 1 ti m a a Np ..,_." IQ IP IN IG IF T O ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. » BASE E �— 7 30 AMP, 3 -POLE, NON-FUSED HEAVY DUTY DISCONNECT SWITCH IN «s _ � - NEMA 3R ENCLOSURE. MAINTAIN SERVICE CLEARANCES ABOUT = DISCONNECT PER NEC AND MAINTAIN ALL REQUIRED EQUIPMENTALL y CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS. 'Ll �— III III COORDINATE LOCATION AND POWER REQUIREMENTS WITH.w + + �f l EQUIPMENT SUPPLIER. d O REFER TO RISER DIAGRAM FOR NUMBER/SIZES OF WIRE AND/OR+ + YELL -i 101.' c CONDUIT REQUIRED. E SITE PLANA e G SCALE: 1"=40'-O"vI D - -- — — Q - -_ T - - a a -— a EF YL , E - _ a a C v d _ F, 3 _ _ _ B SECTION = POLE BASE DETAIL ENLARGED GENERATOR PLAN UNDERGROUND ELECTRICAL DUCTBANK DETAIL w1 NOT TO SCALE NOT TO SCALE NOT TO SCALE PEARSON KENT tv' KINLE.Y PAA> EN(;! kl=ERS, 1.1-C 889? BALI titTII` `, S;.I!TE 2P OVERLAND PARK, IK8 H1204 ?1;.492. ul qA i 0 4 A F F 7 A Q in 1 1 1') i Z 1A 1 i r^ 17 11 10 g(1 91 1 99 93 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 ;,,i, 816 421 8200 phone r EEs: 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E• TF1 OP' o. , El 1200498 e = -o STATE OF �Q\ NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET E lectrica I -Site Project Number: 2013.037 © Copyright 2013 L M A I I LI J 14 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 LL I c0 1 `T AI k�I ,,I 31 GENERAL ELECTRICAL NOTES 4LL VvIo,RK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELE(,-TfycC Al rL-)DE (NFPA 70) AND ALL LOCAL BUILDING CODES, 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5_ COO/?DINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING < .ANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA FEQUIREMEN78- 6. t-IGFIT FIXTURES WDIO.ATED AS EMERGENCY FIXTURES ARE TO ,FUNCTION AS NIQHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT >SJ4QWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT I~OCATIO,N WITH MECHANICAL CONTRACTOR. 6. C,0,ORDlNATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SEH'/(NG EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9, 14EFER To Low TAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK I` OT SHOWN HERE. KEYED NOTES - ROOF PLAN (3)411 WIRE AND (1)#6 GROUND IN 1-1/2" CONDUIT. x3,#10 WIRE ANL, (1)#30 GROUND IN 3/4" CONDUIT. (TYPICAL FOR ALL WIRING THIS UNIT) -03 ROUTE TO RESPECTIVE FAN COIL ON THIRD FLOOR. L= -f MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. o A F 7 R 9 1O 1 11 15) 17 1R iq IR IQ IP IN IM IL IK 11 - IG IF IE IC IC E P'PAR.S',)N KEN N%KiNLEY RAAF LNGINEc RS, -1 .� 8801 3AU-- NTINIE, Slip : l 0VE Ftz AND P)ARK, K .6 2ry: A 2� 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight. Com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0 '\�v iT l ///// i QP G O. E11200498. -o STATE OF '�°.o • !J VD ANP S1ONAL 11 1� ��G\\ ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD 41 10 December 2013 Drawn By RDL Checked By DET Electrical - Roof 90021 Project Number; 2013.037 © Copyright 2013 I ' � J System No. W -L-3194 May 19, 2005 F Ratings - 1 & 2 Hr (See Iten T Ratings - 0 & 1/ 2 Hr (See Ite I-- ---a- A "M a I _q 4 10 1b I7 18 19 110 SECTION A -A J 1. WALL ASSEMBLY- THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THEMATERIALS AND W THE MANNER DESCRIBED IN THE INDIVIDUAL 0300, U400 OR V400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STU STUDS TO BE MIN 3-112 IN, (89 MM) WIDE SPACED MAX 24 IN. (610 MM) OC. DS T(1 CONSIST OF .NOM 2 IN. BY 41N. (51 MM BY 102 MM) LUMBER SPACED 161N. (406 MM) OC. STEEL B. GYPSUM BOARD* -THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER, TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 2-112 IN. (64 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, THE HOURLY T RATING IS 0 AND 1/2 HR FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. 2. CABLE - ONE CABLE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN CABLE AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO MAX 25 MM). CABLE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL. THE FOLLOWING TYPES AND SIZES OF CABLE MAY BE USED: A. MAX 200 PAIR NO. 22 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKETING MATERIAL. B. MAX 1/C NO. 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) OR PVC JACKET C. MAX 71C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION WITH XLPE OR PVC JACKET. D. MAX 31C N0, 2/0 A WG (OR SMALLER) COPPER OR ALUMINUM CONDUCTOR SER CABLES WITH XLPE OR PVC INSULATION AND JACKET. E. MAX 4/C NO. 210 AWG (OR SMALLER) COPPER CONDUCTOR, ALUMINUM CLAD OR STEEL CLAD TECK 90 CABLE WITH OR WITHOUT PVC JACKETED. F. MAX 1101125 FIBER OPTIC (F.O.) CABLE WITH PVC INSULATION AND JACKET. G. MAX 3/C WITH GROUND NO, 8 AWG (OR SMALLER) COPPER CONDUCTOR NM CABLE WITH PVC INSULATION AND JACKET. H. MAX RG/U COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKET. 1. MAX 4 PAIR N0, 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR JACKET AND INSULATION. J. THROUGH PENETRATING PRODUCT* - ANY CABLES, ARMORED CABLE+ OR METAL CLAD CABLE+ CURRENTLY CLASSIFIED UNDER THE THROUGH PENETRATING PRODUCT CATEGORY. SEE THROUGH PENETRATING PRODUCT (XHLY) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS 3. FILL, VOID OR CAVITY MATERIAL*- CAULK OR SEALANT- MIN 518 IN. (16 MM) THICKNESS OF CAULKAPPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 114 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/CABLE INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL, 3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB -3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARKING '71I I a- " System No. F -C-3070 May 19, 2005 F Ratina - 1 Hr SECTION A -A 1. FLOOR -CEILING ASSEMBLY- THE 1 HR FIRE -RATED SOLID OR TRUSSED LUMBER JOIST FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR -CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. THE GENERAL CONSTRUCTION DETAILS OF THE FLOOR -CEILING ASSEMBLYARE SUMMARIZED BELOW A. FLOORING SYSTEM -LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE* AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IS 3 IN. (76 MM). B. WOOD JOISTS - NOM 10 IN. (254 MM) DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED. C. GYPSUM BOARD* - NOM 4 FT (122 CM) WIDE BY 518 IN. (16 MM) THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR -CEILING DESIGN. MAX DIAM OF OPENING IS 3 IN. (76 MM). 1.1 CHASE WALL (OPTIONAL, NOT. SHOWN) - THE THROUGH PENETRANTS (ITEM NO. 2) MAY BE ROUTED THROUGH A FIRE -RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM BOARD CHASE WALL HAVING A FIRE RATING CONSISTENT WITH THAT OF THE FLOOR -CEILING ASSEMBLY. THE CHASE WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - NOM 21N. BY 6 IN. (51 MM BY 152 MM) OR DOUBLE NOM 21N. BY 4 IN. (51 MM BY 102 MM) LUMBER STUDS. B. SOLE PLATE - NOM 2 IN. BY 6 IN. (51 MM BY 152 MM) OR PARALLEL 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 31N. (76 MM). C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 IN. BY 6 IN. (51 MM BY 152 MM) OR TWO SETS OF PARALLEL 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 3 IN. (76 MM). D. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. CABLES - MAX 2 IN. DIAM CABLE BUNDLE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN CABLE BUNDLE AND PERIPHERY OF OPENING TO BE MIN 0IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO 25 MM). CABLE BUNDLE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED: A. MAX 200 PAIR NO. 22 AWG (OR SMALLER) COPPER CONDUCTOR WITH POLYVINYL CHLORIDE (PVC) INSULATION AND JACKETING MATERIAL. B. MAX 11C NO. 350 KCMIL (OR SMALLER) COPPER CONDUCTOR CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) OR PVC JACKET. C. MAX 7/C NO. 12 AWG (OR SMALLER) COPPER CONDUCTOR POWER AND CONTROL CABLES WITH XLPE OR PVC INSULATION WITH XLPE OR PVC JACKET. D. MAX 31C NO. 2/0 AWG (OR SMALLER) COPPER OR ALUMINUM CONDUCTOR SER CABLES WITH XLPE OR PVC INSULATION AND JACKET. E. MAX 4/C NO. 2/0 AWG (OR SMALLER) COPPER CONDUCTOR, ALUMINUM CLAD OR STEEL CLAD TECK 90 CABLE WITH OR WITHOUT PVC JACKETED. F. MAX 1101125 FIBER OPTIC (F.O.) CABLE WITH PVC INSULATION AND JACKET. G. MAX 31C WITH GROUND NO. 8 AWG (OR SMALLER) COPPER CONDUCTOR NM CABLE WITH PVC INSULATION AND JACKET. H. MAX RG/U COAXIAL CABLE WITH FLUORINATED ETHYLENE INSULATION AND JACKET. 1. MAX 4 PAIR NO. 24 AWG (OR SMALLER) COPPER CONDUCTOR DATA CABLE WITH HYLAR JACKET AND INSULATION. J. THROUGH PENETRATING PRODUCT* - ANY CABLES, ARMORED CABLE+ OR METAL CLAD CABLE+ CURRENTLY CLASSIFIED UNDER THE THROUGH PENETRATING PRODUCT CATEGORY. 3 SEE THROUGH PENETRATING PRODUCT (XHL1) CATEGORY IN THE FIRE RESISTANCE DIRECTORYFOR NAMES OF MANUFACTURERS 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 314 IN. (19 MM) THICKNESS OF CAULKAPPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE. MIN 5181N. (16 MM) THICKNESS OF CAULK APPLIED WITHIN ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 114 IN. (6 MM) DIAM BEAD OF CAULKAPPLIED AT POINT CONTACT LOCATIONS AT CABLE BUNDLEIFLOOR OR SOLE PLATE INTERFACE ON TOP SURFACE OF FLOOR OR SOLE PLATE AND AT CABLE BUNDLEICEILING OR TOP PLATE INTERFACE. 3M COMPANY - CP 25WB+, IC 15 WB+ CAULK OR FB -3000 WT SEALANT *BEARING THE UL CLASSIFICATION MARKING 1 0 d R 7 R Q 111 112 1 System No. W -L-2300 May 19, 2005 F Ratings - 1 & 2 Hr (See Item 1; T Ratings - 0 & 1/ 2 Hr (See Item A A 13 114 115 116 SECTION A -A 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-112 IN. (89 MM) WIDE SPACED MAX 241N. (610 MM) OC. B. GYPSUM BOARD* - THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BEAS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 4 IN. (102 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE HOURLY T RATING IS 0 AND 112 HR FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. 2. THROUGH PENETRANTS - ONE OR MORE NONMETALLIC PIPES, CONDUITS OR TUBES INSTALLED CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING, ANNULAR SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING TO BE MIN 0 IN. (POINT CONTACT) TO MAX 1 IN. (0 MM TO MAX 25 MM). SPACE BETWEEN PENETRANTS SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX l IN. (0 MM TO MAX 25 MM). PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 1-112 IN. (38 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. B. RIGID NONMETALLIC CONDUIT- - NOM 1-112 IN. (38 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 1-112 IN. (38 MM) DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. CROSSLINKED POLYETHYLENE (PEX) TUBING - NOM 1 IN. (25 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 3. FILL, VOID OR CAVITY MATERIAL* - CAULK OR SEALANT- MIN 518 IN. (16 MM) THICKNESS OF CAULKAPPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1141N. (6 MM) DIAM BEAD OF CAULKAPPLIED TO GYPSUM BOARDIPENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL, 3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB -3000 WT SEALANT (NOTE: CP 25WB+ NOT SUITABLE FOR USE WITH CPVC PIPES.) *BEARING THE UL CLASSIFICATION MARKING System No. W -L-114( September 3, 2004 F Ratings - 1 & 2 Hr (See Ii T Rating - 0 Hr -►-A --;moo A �61 17 118 119 120 System No. F -C-1006 April 03, 2007 F Rating - 1 Hr T Ratings - 0 and 1 Hr (see item 2) L Rating at ambient - Less than 1 L Rating at 400 F - Less than 1 fB A I 21 1 22 1 zo I 41t =I[s M0 IP M© M© 1. FLOOR -CEILING ASSEMBLY - THE 1 HR FIRE RATED WOOD JOIST, WOOD TRUSS OR COMBINATION WOOD AND STEEL TRUSS FLOOR -CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L500 -SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW. - A. JOISTS OR TRUSSES - NOM 2 BY 10 IN. (51 BY 254 MM) LUMBER JOISTS, MIN 12 IN. (305 MM) DEEP PARALLEL CHORD TRUSSES FABRICATED FROM NOM 2 BY 41N. (51 BY 102 MM) LUMBER IN CONJUNCTION WITH GALV STEEL TRUSS PLATES OR STRUCTURAL WOOD MEMBERS* WITH BRIDGING AS REQUIRED. B. FLOORING - NOM 3141N. (19 MM) THICK PLYWOOD FLOORING WITH OR WITHOUT FLOOR TOPPING MIXTURE-. DIAM OF CIRCULAR CUTOUTS IS 114 TO 1/2 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. C. FURRING CHANNELS - RIGID OR RESILIENT GAL STEEL FURRING CHANNELS INSTALLED PERPENDICULAR TO BOTTOM CHORD OF TRUSSES. L D. GYPSUM BOARD* - NOM 4 FT (1.2 M) WIDE BY 518 IN. (16 MM) THICK, SCREW -ATTACHED TO FURRING CHANNELS. DIAM OF CIRCULAR CUTOUTS IS 114 TO 112 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. 1.1 CHASE WALL (OPTIONAL, NOW SHOWN) - THE THROUGH PENETRANTS (ITEM N0.2) MAY BE ROUTED THROUGH A 1 HR FIRE -FATED SINGLE, DOUBLE OR STAGGERED WOOD STUDIGYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U"300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - NOM 2 BY 6 IN. (51 BY 152 MM) OR DOUBLE NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER STI/DS, B. SOLE PLATE - NOM 2 BY 6IN. (51 BY 152 MM) OR PARALLEL 2 BY 4 IN. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF CIRCULAR CUTOUTS IS 114 TO 1/2 IN. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. C. TOP PLATE - THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6IN. (51 BY 152 MM) OR TWO SETS OF PARALLEL 2 BY 41N. (51 BY 102 MM) LUMBER PLATES, TIGHTLY BUTTED. DIAM OF CIRCULAR CUTOUTS IS 114 TO 1/21N. (6 TO 13 MM) LARGER THAN OUTSIDE DIAM OF THE PIPE. K D. GYPSUM BOARD* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. THROUGH PENETRANT - NOM 10 IN. (254 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE OR CAST IRON PIPE, NOM 4 IN. 11102 MM) DIAM (OR SMALLER) STEEL CONDUIT OR STEEL EMT OR NOM 3 IN. (76 MM) DIAM (OR SMALLER) TYPE L (OR HEA VIER) COPPER TUBING. PIPE TO BE INSTALLED APPROX MIDWAY BETWEEN JOISTS OR TRUSSES AND CENTERED IN CIRCULAR CUTOUTS. ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 118 IN. (3 MM) TO MAX 114 IN. (6 MM). PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR -CEILING ASSEMBLY. T RATING IS 1 HR FOR NOM 4 IN. ("102 MM) DIAM (OR SMALLER) PENETRANTS. T RATING IS 0 HR FOR ALL PENETRANTS GREATER THAN NOM 4 IN. (102 MM) DIAM. 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 3141N. (19 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SOLE PLATE. MIN 518 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. AN ADDITIONAL MIN 114 J IN. (6 MM) CROWN OF FILL MATERIAL APPLIED TO PERIMETER OF PENETRANT AT ITS EGRESS FROM THE TOP OF FLOORING AND UNDERSIDE OF CEILING OR FROM TOP OF SOLE PLATE AND UNDERSIDE OF TOP PLATE. 3M COMPANY - CP 25W8+ OR FB -3000 WT *BEARING THE UL CLASSIFICATION MARKING SECTION A -A 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORYAND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 IN, BY 4 IN. (51 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-112 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW -ATTACHED TO THE STEEL STUDS A T EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4 IN. TO 6 IN. (102 TO 152 MM) WIDER AND 4 IN. TO 6 IN. (102 TO 152 MM) HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS CENTERED IN THE OPENING, A 2 IN. TO 31N. (51 MM TO 76 MM) CLEARANCE 1S PRESENT BETWEEN THE PENETRATING ITEM AND THE FRAMING IN ALL FOUR SIDES. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY MAX DIAM OF OPENING IS 26 IN. (660 MM) FOR STEEL STUD WALLS. MAX DIAM OF OPENING IS 14-1121N. (368 MM) FOR WOOD STUD WALLS. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM, THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO MAX 21N. (0 MM TO 51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 121N (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 518 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL, MIN 1121N. (13 MM) DIAM BEAD OF CAULKAPPLIED TO THE PENETRANT/WALLBOARD INTERFACE AT THE POINT CONTACT LOCATION ON BOTH SIDES OF WALL. 3M COMPANY - CP 25WB+ CAULK OR FB -3000 WT SEALANT. *BEARING THE UL CLASSIFICATION MARK 1(1 I 11 1 17 1 1'; I 1d I 1; I 1F 1 17 1 182 1 10 1 on I 71 I 00 IH IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 yIe 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical If Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E.TH _ NO. E11200498�_ STATE OF:moi; ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Through Penetration Details 90031 Project Number: 2013.000 © Copyright 2013 RI 01 PI 0M LI KI HI �'I 1 J 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 1A I 1cl I gn I ')1 1 00 IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone Bi 816 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E.TIi O. E11200498 -o STATE OF �4\ '// ,,/ NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - First Floor 91110 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 UJI :..._. - -- _ ___- GENERAL E CAL 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL i I I ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. �3RFFFR TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR 1V;r 71AJTlfiiG HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. s, ^OOROINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, Ol1L;;r% TECTC%RS, ETC. WITH MECHANICAL CONTRACTOR. AND ALL ASSOCIATED Q 4. SAWCUT FLOOR TO INSTAL L FLOOR BOXES CONDUIT. BATCH FLG()r7 TO MAKE LJKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH AC DIFFUSER PRII<rKLER HEADS, ETC. PER NEPA S S - a� uw L_ REQUlREMENTS.V uNi- o ES ARE TO ` 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES a FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN ....- ............. .. ... is .: - _., _......E ; _.NSTALLED D. __. t .,, i E I i............................. t 1l ,CAC E EQUIPMENT SHOWN DASHED IS TO BE 1 ON ME� .stiN -. Q r -- t TION WITH MECHANICAL I?O ATEX,ACT LOCA s sa. --- j O F _ _. :._._._...._._, i.:s. ... a 3 : �._^:.{ : <,',, •� ::y.'.xx....:3t x.�.�.�.n....nax __ ___—__.._.... :...._.e _.e...�... _.._ ...t! _._ VONT.�iACTOR. ..ti .-.�..�..����.�x 3 t.r�.x-v ::_ ::. > �T A c, N t NFIGURA TIONS OF RECE S j , r COORG1IN� E , Er fiA CO € tom. .-aR"' . . uXA_ . � EI SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED.P ell _ _ � ,_, - =E a _ ; I � ,�.. t 1 I 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR «. --- _ ADDITIONAL WORK NOT SHOWN HERE. _.._ t LIN 1 ...,..a........:................w.+w� >l, t FmFn��rm�xmuvrt_ _....-.... ............ ...... tE " .. _.._ 0202 d EM — / k 3 ....�.�,...,..'. // ......... ... EM A EM KEYEDNOTES AREA PLANS EM OB M A A q. ,:,' X A EM A M ..• A •' ° A X` A A A « '< `> M X 1 CONNECT 'TO NEAREST i ENERAL PURPOS E RECEPTACLE CIRCUIT A R _— J X THIS ROOM/AREA. WHERE" CONNECTED TO A GFCI DEVICE FIXTURE Y 02 d,tX1 QQNE..DOFR - � TACLE NOT ON LOAD SIDE HAL BECONNECTED AN Ee,EP S C , E t y N ......... E t « .... FGF � 4 . E _--, : ' i € � _ , .. _ _ _ _. Mt L SWITCH RCS -1 THEN r ?t : .0• THROUGH REMOTE CONTROL g t \ t: EM ;;' w r R MC?TE CONTROL SWITCH RCS 2, THEN 3 RGiLTE' THROUGH E .:: ..y : i : E.., c HaMERUN. F.. � . _ .....a,_., : ? _.... _ , � r SENSOR. 4 OVERRIDE ON/0F. Slvi7'�,N.;ES, FOR MOTION E; ,x t f -------------- -_ _: I ;.C 6e LER STAIRWELL. 1 u....; 5 ROUTE TO OTHER FIXTURES !N 106C 01 N ...:.R ... .....'........ _._.SNI-� .,. _ - a _._x... ' H "i TRE IN ELEVATOR PIT BELOW PATH OF s MOUNT L�HT r X �r ural- ez _.__._.; 5 E _.__.__. EM __.., uN r wl a N._.T._._..__._: ' TOR TPA VEL. AAOUNT SWITCH AT 48"ABOVE E LEVATOR ILANk L — 25 I __ _._ �.. • ° F' E HN _ C « EMHNEM ROUTE TO LIGHT FIXTURES ON SECOND FLOOR, 3 P1 ANT cfFlce FIXTURESq TION SENSOR ON FIRST FLOOR. cloe 08 ROUTE TOLIGHT�..NDMO EM EM F .......... i : ! ... F d 9 MOUNT FIXTURE TO WALL OVER DOOR. ... _ __, ; _ _, EMHN ( t 10 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT ..mnM __ e._. — THIS AREA. 31 W 3 FIRST FLOOR - AREA Al SCALE: 1/8" = V-0" 0 1 Z 1 A I F I R 1 7 1 f2 I Q I 1n1 1 11 1 17 1 14 I 1A I 1r I is 1 17 1 182 1 10 9A IK I 1I - IG IF IE IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte Kansas City, MO 64105 EI,'E 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ���AA111111111!/��� E. TN �t 0. E11200498: -o'. STATE OF N_ //;,/&/O,NAI1111 ' o�����j� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - First Floor - Area A 1 &A2 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI 01 PI M_ <I -II 31 �P 1 EMHN V H1N 13 w H2 H© GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTOR -1; ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT "'LOOP? TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR i o MAKE LICE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCA TIONS Of SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF; 000ROWATE EXACT LOCATION WITH MECHANICAL 0'ONT RACTOR. 8. COOROINATF EXA T NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - AREA PLANS 0 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. WHERE" CONNECTEO TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF REcOEPTACLE (NOT ON LOAD SIDE OF (33FC!), ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN HOMERUN. (D ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. OVERRIDE ON/OFF SWITCH(Eg) FOR MOTION SENSOR. ROUTE TO OTHER FIXTURES IN STAIRWELL. G MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING. 0 ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. 0 ROUTE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. MOUNT FIXTURE TO WALL OVER DOOR. 10 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA, 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 is I iR 1 17 1 1A 1 is OA IR IQ IF In I IV IL IK IU IH IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Oty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH 0. E11200498' ;-o' STATE OF ••'�At\ NAL%I��j� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - First Floor - Area B 91112 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 Al 3I 31 EM GENERAL ELECTRICAL NOTES ±, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL FLECTF7/CAL COBE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING F EIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE, 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENT -5. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS N/QHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHF0. 7 MECHANICAL ;QUI?MENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR, 37 COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER To Low VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - AREA PLANS g,1 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOM/,AREA. WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCI). 022 ROUTE THROUGH REMOTE" CONTROL SWITCH RCS -1, THEN HOMERUN, ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. r'..,:% OVERRIDE ON/OFF SWITCH(ES) FOR MOTION SENSOR. ( 5) ROUTE TO OTHER FIXTURES IN STAIRWELL. FIRST FLOOR - AREA C1 Q I d I F I F 1 7 1 R I 4 I 1(1 1 11 1 1) 1 1q I 1A I 1r I iF 1 17 1 1A 1 10 0I OA IR IQ IP IN IM IL IK I u 11- IG F IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTr i p I et t Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 �E )„r•' 816 421 8200 phone 816 421 1262 fax design w/th insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f "EiTMIll ' O. o. E11200498: -o STATE OF //5`,SIONAL 1.G\\ ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting -First Floor - Area C1 91013 Project Number: 2013.037 © Copyright 2013 OCCUPANCY SENSOR SCHEDULE t MARK _. _. W_..... w. MANUFACTURER MODEL DESCRIPTION .,., . .._ ..... - . VOLTAGE , M] WATTSTOPPER PW 100 _......._ _ .. PASSIVE INFRARED WALL SENSOR. UNE VOLTAGE. .;_ ... ..._....... _.. M2 WATTSTOPPER ; DW -100 DUAL -TECHNOLOGY WALL SENSOR. LINE VOLTAGE. 120 V M3 . YTSTOPPER UT -300 ULTRASONIC CEILING SENSOR. 24V OPERATION -PROVIDE WITH 277 V ALL REQUIRED POWER PACKS, ETC. I M4 WATTSTOPPER WT -2250 ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V 277 V w OPERATION - PROVIDE WITH ALL REQUIRED POWER PACKS, ETC. M5 WATTSTOPPER CI 300 PASSIVE INFRARED CEILING SENSOR. 24V OPERATION PROVIDE 277 V 'WATTSTOPPER WITH ALL REQUIRED POWER PACKS, ETC. M6 DT -200 24V DUAL -TECHNOLOGY SENSOR WITH ADJUSTABLE SWIVEL 277 V BRACKET. MOUNT SAME FROM CEILING. EM GENERAL ELECTRICAL NOTES ±, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL FLECTF7/CAL COBE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING F EIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE, 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENT -5. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS N/QHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHF0. 7 MECHANICAL ;QUI?MENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR, 37 COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER To Low VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - AREA PLANS g,1 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOM/,AREA. WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCI). 022 ROUTE THROUGH REMOTE" CONTROL SWITCH RCS -1, THEN HOMERUN, ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. r'..,:% OVERRIDE ON/OFF SWITCH(ES) FOR MOTION SENSOR. ( 5) ROUTE TO OTHER FIXTURES IN STAIRWELL. FIRST FLOOR - AREA C1 Q I d I F I F 1 7 1 R I 4 I 1(1 1 11 1 1) 1 1q I 1A I 1r I iF 1 17 1 1A 1 10 0I OA IR IQ IP IN IM IL IK I u 11- IG F IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTr i p I et t Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 �E )„r•' 816 421 8200 phone 816 421 1262 fax design w/th insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f "EiTMIll ' O. o. E11200498: -o STATE OF //5`,SIONAL 1.G\\ ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting -First Floor - Area C1 91013 Project Number: 2013.037 © Copyright 2013 AA 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 L3 LT I I- 3 DI NI ©_ LI KI HI GI FI EI DI GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL CQMPLY WITH LATEST EDITION OF THE NATIONAL ELEC; RICAL: r; UDE (NEPA 70,) AND ALL LOCAL BUILDING CODES. R OCCUPANCY SENSOR SCHEDULE ... MARK; MANUFACTURER i MODEL . ..... ...................... DESCRIPTIONVOLTAGE M1 WATTSTOPPER PW i00 PASSIVE INFRARED WALL SENSOR LINE VOLTAGE _.. ..... M2 I .. WATTSTOPPER DW 100 .... DUAL TECHNOLOGY WALL SENSOR. LINE VOLTAGE. 120 V M3 WATTSTOPPER UT -300 € ULTRASONIC CEILING SENSOR. 2 4 V OPERATION - PROVIDE WITH 277 V Ft 7N(_;TION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN A Q ALL REQUIRED POWER PACKS ETC M4 WATTSTOPPER 1 WT -2250 ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V 277 V SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. OPERATION - PROVIDE WITH ALL REQUIRED POWER PACKS, ETC. M5 WATTSTOPPER CI -300 PASSIVE INFRARED CEILING SENSOR. 24V OPERATION - PROVIDE 277 V WITH ALL REQUIRED POWER PACKS ETC KEYED NOTES - AREA PLANS M6 WATTSTOPPER DT 200 ........................... . 124V DUAL TECHNOLOGY SENSOR WITH ADJUSTABLE SWIVEL 277 V ,SHALL BE CONNECTEC AHEAD OF RECEPTACLE (NOT ON LOAD SIDE 4 BRACKET. MOUNT SAME FROM CEILING. GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL CQMPLY WITH LATEST EDITION OF THE NATIONAL ELEC; RICAL: r; UDE (NEPA 70,) AND ALL LOCAL BUILDING CODES. R 2. REFER TO MOUNTiN G HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFAU DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS Or ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS: 6. tioH"" Fl.XTuPES INDICATED AS EMERGENCY FIXTURES ARE TO Ft 7N(_;TION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN Q SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED 1S TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCAT iON iAlITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. R FEFFR TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. P KEYED NOTES - AREA PLANS `r CCNNEC j 1`O NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT �` THIS R{}OM/AREA, WHER CONNECTED TO A GFCI DEVICE, FIXTURE ,SHALL BE CONNECTEC AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCI), 0 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN HOMERUN, N 03 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. 0 OVERRIDE ON/OFF SWITCH(ES) FOR MOTION SENSOR. 0 ROUTE TQ OTHER FIXTURES Iry STAIRWELL. 0 MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING. i0 ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. M 08 ROUTE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. 0 MOUNT FIXTURE TO WALL OVER DOOR, 10 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA. .___._.--.__-.-.-._•'-'='�"'-,----- .-.-.--- ... -' i EMHN ` i ��E _; B L I K C FIRST FLOOR - AREA C2 SCALE: 1/8" = V-0" 3 H IG IF IE II— C B:.7 C2 PL':.ii RSO -N KE,.NT 11':l. Ir. EYUEV 1vAMF Pill?INEER'�, U.5: 713 B2.24i;; 4r''id.?K"',! H, A A 1 24 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 �IF 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E• TH 0. E11200498. STATE OF %F ANDI ANP ''/s'' •..... 0 , &1ONAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - First Floor - Area C2 91 1 014 Project Number: 2013.037 © Copyright 2013 l 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 1 AI 31 2 I A I r I R 1 7 1 A I Q I in I 11 1 19 1 iQ I id I iF I 1A 1 17 1 1A 1 10 1 on I 'J1 I ')') IR IQ IP IN IM IL IK 11— I G F IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 E E " 816 421 8200 phone I E E 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH �O. E11200498' STATE OF- \ ND ANP "# NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor 91020 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 23 24 OCCUPANCY SENSOR SCHEDULE MARK: MANUFACTURER MODEL DESCRIPTION VOLTAGE Ml I WATTSTOPPER . I PW - 100 _ -- a -- t M2 H F tE i"'. E�_�_ F ? l GENERAL ELECTRICAL NOTES x R E .. 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL WATTSTOPPER E E F j ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 277 V ( 2, REFER TO MOUNTINGHEIGHTS DETAIL ON SHEET 96.01 FOR MQUNDNG HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. I [ 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, M4 I WATTSTOPPER r -TOPS, ETC WeTH MECHANICAL CONTRACTOR. DUCT DETEC ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V S E 4.�ED I I H FLOOR TO AK LIKE EINSTALLATION. �O� _.._.... • ; i ,_...,, }° OT E __._•,,._, � .,.� 5. COORINAEXATLOCATIONSOFSMOKE DETECTORS WITH CI -300 PASSIVE INFRARED CEILING SENSOR, 24V OPERATION -PROVIDE CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA E_. - -< ; . — _ UNC e2 Lr�, - :_ v D REQUIREMENTS. __ _ _ ___ _ S EMERGENCY FIXTURES ARE TO " �;�; = - - E' E "; _ E. LIGHT FIXTURES INDICATED A WITH ALL REQUIRED POWER. PACKS, ETC. �.:..� z3C.. 1z8 220 — zz2 uN aD �.�.. _i SPECIFICALLY SHOWN 0 I FUNCTION AS NIGHT LIGHTS UNLESS d 11NC WATTSTOPPER E ,_ _ _ i r._._._._. ._........_ ,..__ V ....... .... _ _ $ - ; E ; ; i yin,. -,AEC). .... .. ...... INSTALLED ON -^ ANICA{ EQUIPMENT SHOWN DASHED IS TO BE S 277 V -- __._._.__ F 1 MECHANICAL RnO'. CORD1�ATE EXACT LO :E CONTRACTOR. XACT NEMA rCNhiGURATlONSOFRECEPTACLES 8. COORDINATE E --- -------_-----_--- ----- ___'_ EXAC I EQUIPMENT BEINGFURNISHED. D 1 9. REFER TO OW VOLTAGE RlSER DIAGRAMS ON SHEET 96.01F � P 14 „ :S , . ADDITIONAL WORK NOT SHOWN HERE. I E �E i , .. ` �' E Iu .. i..,.>,..,v.,.....,r........... .. I ,>vwvua,aa,a,a,aw,� . '. .. 3 • .. „ i e F. e:F...a.r,C�cT.. ....,., t ... .. ........_....._.I .. ...:._.... .... EMEM EM .,. B A M A A A czccR A A 1•• t .._... ........ _. ...._...._ ... 02 EM A EM x;" A A A A A A "" M 5 KEYED ED NTREA PLANS V � v -._..:__....... H1H _._...._.___.._..............__._._._._.__._...._._._._._._.__.__._._.__.__.__._........._�W"-_�. _...__.__._._._._._.�_._ PURPOSE RECE PTACLE CIRCUITNN-CT TONcARE T GENERAL _.__.�._..._._.y HIS OOM..EA, CONNECTED TOA GFC1 DEVICE FIXTURE � _. .. ARA EM L '.; t t : EE I , F � :i RECEPTACLE NOT ON LOAD SIDE CONNECTED _ AHEAD OF RECEP C F EE 1 t �. �, SHALL t� CON EG . FD >_... : F. s F . _ F FC�Ii. u E REMOTE CONTROL SWITCH RCS- 1, THEN ROUTE THROUGH EE r ( j E_ j••: 'siE - ", .. ':.. E ..+ :.. 0 A } i :E, ....._.. ...... is .I?, . > .......: `` f F E _ iOPTROL SWITCH RCS 2, THENROUTE THROUGH REMOTE ------------- H MER N. } tt �, ..__.. w � �.�.. 4 1 ' �RRIt N10FF SWITCH ES FOR MOTION SENSOR. V�. 0 SWITCH(ES) id VI uv r �z ;_ ___ - "... ; EM . -- - L2N • �+."' 3 V ._. zz, 5 ROUTE' TO OTHER FIXTURES IN STAIRWELL. L €C ........a._ „.__. _._.- .�.__. .w �,..... ; _ _. -- ----_- ___._..._.. _._._ 11 C 1 — Cv r c �.___._ _ F s ._ 22.. 22 F MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF z E4�ATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING. Fpm E -- -- ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. Et _ OUTS TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. s - MOUNT FIXTURE TO WALL OVER DOOR. _. �_._.._ Linn rnAmiFFr rn NVAPPAT,,FhJFPA1-PURPOSE RECEPTACLE CIRCUIT 31 31 H q EMHN CORRIDOR C203 SECOND FLOOR - AREA Al m SCALE: 1/8" = V-0" 1) 1 Z I A I F I F 1 7 1 R I Q I in I 11 1 17 1 1,1 1 1A I iF I iF 1 17 1 1A 1 10 IK IF I F IF IE IE Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Des 9n1 Construction Management OCCUPANCY SENSOR SCHEDULE MARK: MANUFACTURER MODEL DESCRIPTION VOLTAGE Ml I WATTSTOPPER . I PW - 100 PASSIVE INFRARED WALL SENSOR. UNE VOLTAGE. .. M2 �WATTSTOPPER DW 100 DUAL -TECHNOLOGY WALL SENSOR. LINEVOLTAGE. 1,20, V M3 WATTSTOPPER UT -300 ULTRASONIC CEILING SENSOR. 24V OPERATION -PROVIDE WITH 277 V ALL REQUIRED POWER PACKS, ETC, M4 I WATTSTOPPER WT -2250 ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V 277 V I I ; OPERATION - PROVIDE WITH ALL REQUIRED POWER PACKS, ETC _.._.... M5 ;o ............................... _ WATTSTOPPER CI -300 PASSIVE INFRARED CEILING SENSOR, 24V OPERATION -PROVIDE : 277 V WITH ALL REQUIRED POWER. PACKS, ETC. M6 WATTSTOPPER DT 200 24V DUAL -TECHNOLOGY SENSOR WITH ADJUSTA6LE SWIVEL 277 V BRACKET. MOUNT SAME FROM CEILING. 31 31 H q EMHN CORRIDOR C203 SECOND FLOOR - AREA Al m SCALE: 1/8" = V-0" 1) 1 Z I A I F I F 1 7 1 R I Q I in I 11 1 17 1 1,1 1 1A I iF I iF 1 17 1 1A 1 10 IK IF I F IF IE IE Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Des 9n1 Construction Management Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913:362.1800 p 1913.362.2609 f E. TN G O. E11200498' %-o STATE OF %�oo • �NDI ANP'?�! /S/!oNA� /10� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area Al &A2 Project Number: 2013.037 © Copyright 2013 817 Wyandotte Kansas City, MO 64105 Ne 816 421 8200 phone Nfi 6 421 12 8 1 2fa fax 6 i nwih in ig ht.com design t s Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913:362.1800 p 1913.362.2609 f E. TN G O. E11200498' %-o STATE OF %�oo • �NDI ANP'?�! /S/!oNA� /10� ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area Al &A2 Project Number: 2013.037 © Copyright 2013 l AI 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 V IF IG IF IE IC IC GENERAL ELECTRICAL NOTES R SECOND 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 3 SCALE: 1 %8" = V-0" 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. E 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, M DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED COI`1DUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5, r;QOROINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS. HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA HEQUIRF&IFNTS. Q 6. LIGHT FIX T URE s ,0'40IC:ATEO AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT ! I0HT5 UNLESS SPECIFICALLY SHOWN EAP,ri;N KED ' !VICKINLEY ?A. h ENGINEERS, LLC SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL SKI R AI_i.'.:11i _,..,'I.a 2V! .'J Vu P_Pu PAPP, KS 66204 CONTRACTOR. 8, COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. %.24u 0. . FFR TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. P z A F 7 R A Irl EYED NOTES - AREA PLANS iF iR 17 11; to gin 91 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHA1-L BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCI), N ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN HOMERUN. ,09 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMI RUN, `�4 OVERRIDE CN'OFF SWITCH(ES) FOR MOTION SENSOR. !D ROUTE 1-0 OTHER FIXTURES IN STAIRWELL. �6 MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF M ELEVATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING. 0 ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. RO,)TE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. G MOUNT FIXTURE TO WALL OVER DOOR. i0 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA, L OCCUPANCY SENSOR SCHEDULE .................. MARK MANUFACTURER ......:.. ......... MODEL DESCRIPTION VOLTAGE M1 WATTSTOPPER PW -100 PASSIVE INFRARE, D WAt,L SENSQR LINE VOLTAGE M2 WATTSTOPPER DW -100 DUAL -TECHNOLOGY WALL SENSOR. LINE VOLTAGE 120 V _ ... ........... . M3 WATTSTOPPER __e -e ,.e.-� UT -300 ; ULTRASONIC CEILING SENSOR, 24V OPERATION - PROVIDE WITH 277 V K €ALL REQUIRED POWER PACKS, ETC. M4 WATTSTOPPER WT -2250 ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V 277 V OPERATION - PROVIDE WITH ALL REQUIRED POWER PACKS, ETC M5 WATTSTOPPER Cl -300 PASSIVE INFRARED CEILING SENSOR. 24V OPERATION - PROVIDE 277 V WITH ALL REQUIRED POWER PACKS, ETC. M6 WA11 TTSTOPPEIR DT -200 24V DUAL -TECHNOLOGY SENSv^R WITH ADJUSTABLE SWIVEL 277 V BRACKET. MOUNT SAME FROM CEILING. V IF IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte iL Kansas City, MO 64105 816 421 8200 phone � 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH QQ:.• G O. E11200498: STATE OF �Q: NDI ANQ' #11 NAL NAL ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area B 91022 Project Number: 2013.037 © Copyright 2013 SECOND FLOOR - AREA B 3 SCALE: 1 %8" = V-0" B E M EAP,ri;N KED ' !VICKINLEY ?A. h ENGINEERS, LLC SKI R AI_i.'.:11i _,..,'I.a 2V! .'J Vu P_Pu PAPP, KS 66204 %.24u A z A F 7 R A Irl 11 1g 1 id iF iR 17 11; to gin 91 99 qd Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte iL Kansas City, MO 64105 816 421 8200 phone � 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH QQ:.• G O. E11200498: STATE OF �Q: NDI ANQ' #11 NAL NAL ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area B 91022 Project Number: 2013.037 © Copyright 2013 3I 3I 4I Al 31 A A 3 4 5 b / 8 9 1 lU 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U I GJ I-* FM GENERAL ELECTRICAL NOTES I. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL FLECTRICAL CODE (NFPA 70; AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR iv,C?UNTING hdEiC.HT S OFALL DEWCES NOT INDICATED OTHERWISE. 3, COORDINATE EXACT I OC'.ATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC, WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR SOXES .AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. >. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NftaHT LIGHTS UNLESS SPECIFICALLY SHOWN SbvITCHED. 7. MECHANICAL eQUIPMENT SHOWN LASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOC:.ATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFI(3URAT IONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9: REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - AREA PLANS �n����aenwwn r�ers CC,'ONNECT TO NEARFST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOMiAREA. WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFC1). ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN HOMERUN. ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN. 4 OVERRIDE ON/OFF SWITCH(ES) FOR MOTION SENSOR. ROUTE I O OTHER FiX I URES IN STAIRWELL. 06 MOUNT LIGHT FIXTURE h11I ELEVATOR PPT BELOW PATH OF ELEVATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING. 4 J ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. ROUTE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. MOUNT FIXTURE TO WALL OVER DOOR. SECOND FLOOR AREA C 1 2 I A 1 G 1 r 1 7 1 Q I Q I 1(1 I 11 1 17 1 vz I 1A I iG I iQ 1 17 1 1Q i � OA IR 10 IP IN IM IL IK iv IH IG IF IE ID IC �: Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone M y IM m 816 421 1262 fax design w#17 insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f ` Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E iT�ui, O. E11200498: ;.o'. STATE OF x S/ONAL O\\��\ ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area C 1 91023 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 31 q 01 311 31 GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70,) AND ALL LOCAL BUILDING CODES. REFER TO MOUNTING HEI 3HTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE FXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC, WITH MECHANICAL. CONTRACTOR, 4. SAWCUT FLOOR TO INSTALL FLOOR L4OXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIC -HT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SV'✓ITCHEO, 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCA, !ON WIT. MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - AREA FLANS 0 CONNECT TO NEARF_ST GFNFRAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOMiAREA, WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCI). 02 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -i, THEN HOMERUN. 0 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2. THEN HOMERUN. ``:/ OVERRIDE 0,N/OFF SWITCH(ES) FOR MOTION SENSOR. 0 ROUTE TO OTHER FIXTURES IN STAIRWELL, 0 MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING, 0 ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. ROUTE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. MOUNT FIXTURE= TO WALL OVER DOOR. f0 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA. SECOND FLOOR - AREA C2 SCALE: 1/8" = V-0" o Z A F F 7 R 4 I 10 I 11 19 1 1.q id iF I 17 1 1A iQ 94 IR IQ IP IN IM IL IK I u IH IG IF IE IC IC IE JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 ' 816 421 8200 phone y' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E, TH o. E11200498' - o'. STATE OF NALt ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting - Second Floor - Area C2 91024 Project Number: 2013.037 © Copyright 2013 31 -1I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 IR IQ IP -1� IM IL IK I u IF IG BI o 1 z I n I r I R 1 7 1 R I 9 I 10 1 11 1 19 1 iR I id I 15 I iR 1 17 1 iR I 19 I 9n 1 91 1 99 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas C1ty, MO 64105 816 421 8200 phone E K 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TW G O. E11200498. .o'• STATE OF ,��,� • !NDI ANP SS!oNAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting -Third F loor ____9130 ■ Project Number: 2013.037 © Copyright 2013 OVERALL PLANSI 1. OVERALL PLANS ARE INCLUDED FOR REFERENCE ONLY. 2. PLANS SHOW LOCATIONS OF ENLARGED PLANS AND LOCATION OF EQUIPMENT, ETC. WITH RESPECT TO THE OVERALL BUILDING. 3. REFER TO ENLARGED PLANS ON FOLLOWING SHEETS FOR ALL WORK NOT SPECIFICALLY SHOWN HERE. 4. UNITS MAY BE COMBINED IN THE FUTURE. DO NOT ROUTE ANY CABLE IN THE WALL THIS AREA TO ALLOW FOR INSTALLATION OF FUTURE ( DOOR. _ E ; L'N UNI- D 3 o KEYED NOTES ❑1 UNITS MAYBE COMBINED IN THE FUTURE. DO NOT ROUTE ANY t CABLE IN THE WALL THIS AREA TO ALLOW FOR INSTALLATION OF FUTURE DOOR. ... : --- - -- U - _... - - _.... - — - 2. _° FI Fr BI o 1 z I n I r I R 1 7 1 R I 9 I 10 1 11 1 19 1 iR I id I 15 I iR 1 17 1 iR I 19 I 9n 1 91 1 99 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas C1ty, MO 64105 816 421 8200 phone E K 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TW G O. E11200498. .o'• STATE OF ,��,� • !NDI ANP SS!oNAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting -Third F loor ____9130 ■ Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 :)I LI KI HI GI FI EI DI CI BI 4 15 I6 17 18 19 110 X11 112 113 114 115 116 UJ 117 frA ' T-AIRD FLOOR AREA f• 0 'M AA 18 1 19 1 20 1 21 1 ZZ I eo I`n GENERAL ELECTRICAL NOTES 1. ALL: WORK SHALL COMPLY WI"• H LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) .AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING H&OHI S OF ALL 06 VICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATION$ OF.ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MEC,HANIC'AL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTE4 INET •AL.LATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITI(HEC.•: 7 MECHANICAL EOLIIPMENT SHOWN LSA SHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS Or RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES! AREA PLANS CONNECT o0 N[--,4 RE, iglENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOMIAREA, WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF GFCq. ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN HOMERUN. ROUTE THROUGH REMOTE CONTROL SWITCH RCS -2, THEN HOMERUN 044 OVERRIDE ON'OFF SWITCH(ES) FOR MOTION SENSOR. 0 ROUTE TO OTHER FIXTURES IN STAIRWELL: 0 MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. MOUNT SWITCH AT 46" ABOVE ELEVATOR LANDING. i ROUTE TO LIGHT FIXTURES ON SECOND FLOOR. 0 ROU T -E TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. U9 MOUNT FIXTURE TO WALL OVER DOOR. 10 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA. SA S THIRD FLOOR - AREA Al z SCALE: 1/8" = V-0" A OCCUPANCY SENSOR SCHEDULE MARK ...... .... ... MANUFACTURER I MODEL DESCRIPTION VOLTAGE Ml 1 WATTSTOPPER PW 100 PASSIVE INFRARED WALL SENSOR LINE VOLTAGE'. m _ .. M2 WATTSTOPPER DW 100 ..._... _... DUAL -TECHNOLOGY WALL SENSOR. LINE VOLTAGE. 120V _ M3 WATTS TOPPER E UT -300 ULTRASONIC CEILING SENSOR. 24V OPERATION PROVIDE WITH 277 V I _ 1 6 1 7 ALL REQUIRED POWER PACKS ETC .............. M4 I WATTSTOPPER y WT -2250 ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS. 24V 277 V 1 16 1 17 1 18 OPERATION PROVIDE WITH ALL REQUIRED POWER PACKS, ETC. M5 i WATTSTOPPER C1300 PASSIVE INFRARED CEILING SENSOR. 24V OPERATION - PROVIDE 277 V WITH ALL REQUIRED POWER PACKS ETC _.- . _m .. M6 ; WATTSTOPPER ............... DT 200 _.. _. ... 24V DUAL -TECHNOLOGY SENSOR WITH ADJUSTABLE SWIVEL 277 V BRACKET. MOUNT SAME FROM CEILING. SA S THIRD FLOOR - AREA Al z SCALE: 1/8" = V-0" A 1 0 1 11 1 a I _ 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 1 15 1 16 1 17 1 18 19 nn KENT, 8801 BA"' N1. _. SU ;?T7 200 Cij_Q ANDD Ph IK K 5 616204 23 24 IR IQ IP IN IL IK IH IG IF IE ID IC IB JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte pe, Kansas City, MO 64105 FPE 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E• Tfi i P• G O. E11200498' STATE OF .-!Z: GNB ' SS�ONAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Lighting -Third Floor -Area Al &A2 91031 Project Number: 2013.037 © Copyright 2013 1 2 3 4 5 6 AI 11 1 12 1 13 1 14 1 16 1 16 1 17 1 18 1 19 1 'LU I[ I .THIRD FLOOR - AREA B - SCALE: 1/8" = V-0" i Am r1 A LL IcV I— GENERAL ELECTRICAL NOTES OCCUPANCY SENSOR SCHEDULE 1. ALL- WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR R 2, REFER MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. .. I PW -100 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. m. !DW -100 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED 120 V CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. UT -300 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH 277 V CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN WT -2250 SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON Q ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. CI -300 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR _ ........... 277 V ADDITIONAL WORK NOT SHOWN HERE. WITH ALL REQUIRED POWER PACKS, ETC P KEYED NOTES - AREA PLANS 200 �� CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT 277 V v THIS Rv OMIAREA. WHERE CONNECTED TO A GFCI DEVICE, FIXTURE SHALL BE CONNECTED AHEAD OF RECEPTACLE (NOT ON LOAD SIDE OF 0FCi), ROUTE THROUGH REMOTE CONTROL SWITCH RCS -1, THEN �J HOMERUN, N 03 ROUTE THROUGH R6440TE CONTROL SWITCH RCS -2, THEN ryOMERUN. OVERRIDE ONIOFF SWITCH(ES) FOR MOTION SENSOR. ROUTE TO OTHER FIXTURES IN STAIRWELL. 0 MOUNT LIGHT FIXTURE IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL, MOUNT SWITCH AT 48" ABOVE ELEVATOR LANDING, M .T ROUTE TO LIGHT FIXTURES ON SECOND FLOOR, 8 ROUTE TO LIGHT FIXTURES AND MOTION SENSOR ON FIRST FLOOR. `:eJ MOUNT FIXTURE TO WALL OVER DOOR. i0 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS AREA. 0 1 Z 1 d I F I t; 1 7 1 R I A I ifl 1 11 1 1) 1 1q I 1d I iF I iF 1 17 1 isl 1 10 IL IK I l - IG IF IE IC IC IB Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 6�!'d 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Q• 0. E11200498' STATE OF ,�'o,� . /NDI ANP • •���'�' %FSS • .......���. ,: ,i,,/NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum 41 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting - Third Floor - Area B 91032 Project Number: 2013.037 © Copyright 2013 OCCUPANCY SENSOR SCHEDULE a NFAUT URER , MODEL . DESCRIPTION MARK• MANUFACTURER VOLTAGE MI 1 t .. I PW -100 ° PASSIVE INFRARED WALL SENSOR. LINE VOLTAGE _.. M2 I WATTSTOPPER m. !DW -100 DUAL TECHNOLOGY WALL SENSOR. LINE VOLTAGE 120 V .. .... M3 1 WATTS TOPPER UT -300 ULTRASONIC CEILING SENSOR. 24V OPERATION -PROVIDE WITH 277 V °:ALL REQUIRED POWER PACKS, ETC. M4 E WATTS TOPPER WT -2250 .................. ULTRASONIC CEILING SENSOR FOR USE IN CORRIDORS, 24V 277 V OPERATION - PROVIDE WITH ALL REQUIRED POWER PACKS ETC. M5 � WATTSTOPPER CI -300 .. PASSIVE INFRARED CEILING SENSOR. 24V OPERATION -PROVIDE _ ........... 277 V WITH ALL REQUIRED POWER PACKS, ETC M6 € WATTS TOPPER' 200 .., 24V DUAL -TECHNOLOGY SENSOR WITH ADJUSTABLE SWIVEL 277 V BRACKET. MOUNT SAME FROM CEILING. 0 1 Z 1 d I F I t; 1 7 1 R I A I ifl 1 11 1 1) 1 1q I 1d I iF I iF 1 17 1 isl 1 10 IL IK I l - IG IF IE IC IC IB Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 6�!'d 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Q• 0. E11200498' STATE OF ,�'o,� . /NDI ANP • •���'�' %FSS • .......���. ,: ,i,,/NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum 41 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Lighting - Third Floor - Area B 91032 Project Number: 2013.037 © Copyright 2013 RI AI 1 1 2 1 3 1 4 15 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 ENLARGED UNIT PLAN - TYPE A -IL 1/411 = 1'-0" ENLARGED UNIT PLAN - TYPE AB -IL 1/4" = V-0" GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL NOTES CONT'D 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET E96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. ENLARGED UNIT PLAN - TYPE AD -IL 1/4" = V-0" 1 7 d r 6. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 7. FLOOR BOXES AND UNDER—SLAB CONDUIT TO SAME INSTALLED AS PART OF UNDERGROUND PACKAGE. EXTEND CONDUIT TO ABOVE ACCESSIBLE CEILING LOCATION AND PROVIDE CIRCUITING/LOW—VOLTAGE CABLING FOR SAME AS INDICATED ON PLANS.? 8. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE ALL CIRCUITING IN COMMON AREAS SHALL BE IN MC CABLE AT A MINIMUM. ENLARGED UNIT PLAN - TYPE B2 ACCESSIBLE) -IL 1/4" = 1'-0" PLAN KEYED NOTES O1 CONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. O SWITCH LIGHTING AND HEAT LAMP SEPARATELY. O SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. SWITCH FAN AND LIGHT SEPARATELY. O ROUTE TO SWITCHED RECEPTACLE THIS ROOM -RE. ENLARGED UNIT POWER PLANS SWITCH RECEPTACLE WITH FAN LIGHT. O BOX AROUND LIGHT FIXTURE WITH GYP. BOARD AS REQUIRED TO MAINTAIN FIRE RATING OF FLOOR/CEILING ASSEMBLY. ENLARGED UNIT PLAN - TYPE 132 -IL 1/4" = 114. ENLARGED UNIT PLAN -TYPE B -IL 1/4" = 1'-0" F 1 7 R q 10 11 10 11 1d 1 1F 17 1A 10 ')n ')1 �o �w IP IL I V IH �C IF IE �C IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone .FEE.. ``.. 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f o° E. TH No. ' E11200498 -o'• STATE OF ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - Enlarged Unit Plans 91 E51 Project Number: 2013.000 © Copyright 2013 ' + b I I 1 6 1 9 1 1U 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 "L2 I L3 R AI K ` J ENLARGED UNIT PLAN - TYPE C -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE D(ACCESSIBLE)-IL 1/4" = V-0" Z A F 7 ENLARGED UNIT PLAN - TYPE D -IL 1/4" = 1'-0" ^ A ENLARGED UNIT PLAN - TYPE DD -IL 1/4" = 1'-0" PLAN KEYED NOTES O CONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. O SWITCH LIGHTING AND HEAT LAMP SEPARATELY. O SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. O SWITCH FAN AND LIGHT SEPARATELY. O ROUTE TO SWITCHED RECEPTACLE THIS ROOM—RE. ENLARGED UNIT POWER PLANS. SWITCH RECEPTACLE WITH FAN LIGHT. O BOX AROUND LIGHT FIXTURE WITH GYP. BOARD AS REQUIRED TO MAINTAIN FIRE RATING OF FLOOR/CEILING ASSEMBLY. GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET E96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 6. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 7. FLOOR BOXES AND UNDER—SLAB CONDUIT TO SAME INSTALLED AS PART OF UNDERGROUND PACKAGE EXTEND CONDUIT TO ABOVE ACCESSIBLE CEILING LOCATION AND PROVIDE CIRCUITING/LOW—VOLTAGE CABLING FOR SAME AS INDICATED ON PLANS.? 8. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANEL804RD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE. ALL CIRCUITING IN COMMON AREAS SHALL BE IN MC CABLE AT A MINIMUM. ENLARGED UNIT PLAN - TYPE E -IL 1/4" = 1'-0" R Q 1n 11 17 14 1A 1G I 1F 17 162 10 on 71 77 IP _I\I IL IK IJ IH IF ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design i Construction Management 817 Wyandotte i€s Kansas City, MO 64105 eieiEiFi r 816 421 8200 phone Eet`" {{ 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH No. ' E11200498* .� STATE OF :tea; ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - Enlarged Unit Plans 91052 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 F_ 01 ENLARGED UNIT PLAN - TYPE F -IL J 1/4" = 1'-0" HI FI EI IJIJM CI "M ENLARGED UNIT PLAN - TYPE S8 -IL 1/4" = 1'-0" A 4 7 A ri ENLARGED UNIT PLAN - TYPE G -IL 1/4" = 1'-0" 6 1 7 1 8 1 9 1 10 1 11 ENLARGED UNIT PLAN -TYPE S2 -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE S8(ACCESSIBLE)-IL 1/4" = 1'-0" 12 113 114 115 116 nA IR IQ IP IN IL IK 17 1 1$ 1 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 �€ E 816 421 8200 phone E IIEE3 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH No. ' E11200498* STATE OF :mar; �"*;*/S10NAL „E? OV, ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - B Enlarged Unit Plans IEZI PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 91 053 913.492.2400 WWW.PKMRENG.00M A 23 1 24 Project Number: 2013.000 © Copyright 2013 J GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET E96.01 FOR MOUNTING H HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCA71ONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. G 6. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 7. FLOOR BOXES AND UNDER—SLAB CONDUIT TO S4ME INSTALLED AS PART OF UNDERGROUND PACKAGE. EXTEND CONDUIT TO ABOVE ACCESSIBLE CEILING LOCATION AND PROVIDE CIRCUITING/LOW—VOLTAGE CABLING FOR SAME AS INDICATED ON PLANS.? 8. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR AD017IONAL WORK NOT SHOWN HERE. F 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE ALL CIRCURTNG IN COMMON AREAS SHALL BE IN MC CABLE AT A MINIMUM. E PLAN KEYED NOTES O CONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. O SWITCH LIGHTING AND HEAT LAMP SEPARATELY. O SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. D O SWITCH FAN AND LIGHT SEPARATELY. O ROUTE TO SWITCHED RECEPTACLE THIS ROOM—RE: ENLARGED UNIT POWER PLANS. SWITCH RECEPTACLE WITH FAN LIGHT. t� BOX AROUND LIGHT FIXTURE WITH GYP. BOARD AS REQUIRED TO MAINTAIN FIRE RATING OF FLOOR/CEILING ASSEMBLY. C 17 1 1$ 1 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 �€ E 816 421 8200 phone E IIEE3 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH No. ' E11200498* STATE OF :mar; �"*;*/S10NAL „E? OV, ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - B Enlarged Unit Plans IEZI PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 91 053 913.492.2400 WWW.PKMRENG.00M A 23 1 24 Project Number: 2013.000 © Copyright 2013 WA 1 3 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 10 1 1 20 21 1 22 2 24 (12 �O3, Note: Two (2) garage Asphalt shingles 12.03) structures thus (07311) 69-73/41, G1 Asphalt Shingles 6 112" 5- 10 3/4" 5'- 10 3/4" [5' - 10 3/4" 8' Re- Structural q led k k 11 Downspouts, pain Roof Sheathing 81 171- 5 1/41? 1T - 5 1/4" 6 1/2" Gutter and 073113 ,R _(2 1/2n (07710, Re: Structural 09911) Roof Truss/Rafter 12" 4101\ 4T1 41 KLI r Column Base "A beyond SL D Gutter, painted DS 1 V- 4 114" Ornamental T 1,- 8" 11'- 6 314" 11'- 9 1/4" 1 V- 8" 11'- 7 3/4" D S (07710', 09911) Brackets (06100) 3 Olt Drip Edge Flashing (07710) Ceiling Access Blown Insulation Sim. Q Door above Al Fiber Cement (07210 above Typ. D1 L (08311 1) "qr _j I I 1 (07460) Cn Di 4 111 814 P` 4Opp. Siding (07460) Garage irahevarat, 2, 3` Garage G 3 -iGarage Garage 3"i 2'- 1 112" I G101 I�Gl G 1=05 G106Steel Overhead Door rH _1� and Hardware 'N,12.03 P 5!-8" IL 5'-81 /4" 6-113/4' IL P (08361) "Noe AO Typ. Typ, DS DS IF r 77 + Cast Stone 6—r Capstone (04720) Fiber n 5/8" Gyp Board (09250) Z3/4"Fibe `J L11 314" Typ_ 0 KI1 to 0 Fascia (07460) Vapor retarder (07210) oloottim to N, I al Garage - Enlarged Plan rick Veneer column Batt Typicc base (04813) 112" Fiber Cement 1Z03) T insulation (07210) D1 �1 r i— Soffit (07460) N 00.00a 118" P -O" 0 2' 4' s. Sim_ N N12.03 5/8" Exterior Sheathing (061001 A18 NW Ornamental Brackets A A C-0 = -, /— Ill Rigid Insulation (07210) . �O3 (06100) H 1 154.10 Painted bollard - _T2 — N -03) Downspouts, 1 0 Wood h Asphalt shingles Gutter and pa Ornamental 7 Fiber Cement Fascia it Al 8 12.02 SM 1 to fiber cement board header (07311) Brackets (06100) and Trim (07460) F_ (07460) Re: Structural drawings (07710t09911) CD ... . .... I lot Column beyond — ...... ...... . . .X 7777777777 12" ;Z 0000000 1' 4 J, U > Concrete foundation Sealant (07920) M M 5. 12.03 and fool Fiber Cement Lap — .2 1 1 1 1 Re- Structural Siding (07460) F Fiber Cement• Re: N 12 154.02 Column (07460) For Siding, Flashing! ® ® T , 7-1 CY) L11 Garage - Column Elevation Air/Moisture Barrier, Trim .4r C" detail at typical head, 3/4" Fiber Cement L Brick Veneer CU (D 12.03 1/2" 1 1-011 0 6" 1' 2' L E=Ua (04813) Board Trim (07460) 4 column base U/5 1' Fiber Cement Board Trim (07460) CU Fiber Cement Lap 5/8" Gyp Board (09250) Siding (07460) Vapor retarder (072 7 1/2" 5 1/2'A- 10) Steel Overhead Door. NOTE- Refer to Wall to L !_J L _J L.L Batt insulation (0 10) Type 1 for additional L �J t I and Hardware (08361) 2x FramingK15 Re: Structural Detail - Garage Eave nformation K2o Detail - Garage Brick Wainscot Ki Typical Garage -Front Elevation Steel Overhead Door Fiber Cement Trim Siding (07460) R r --- and Hardware (08361) (07460) Nov K 12.03 118" =1 `-0" 0 2' 4' 12.03 11/2" 1'-0"0 2" 4" sx 12M 11/2" 1'-0" 0 2- 4' AA Door and Frame Schedule - Site Door Number Room Name Trash Enclosure Door Type T Door Door Door Frame Frame Frame Head Hardware Fire Label Set 54 Comments E101 A Width 4-10112" Height 8'- 0" Thickness 2" Type Jamb A8/12.02 E101 B Trash Enclosure T 4' -10112" 8`- 0" 2" A8/12,02 - Set54 E102 - Generator Enclosure T 4'-10112" 11- 0" 2" A8112,02 I Set 54 G101 A Garage 1V 91-00 81 - Off 11/2" M Set 50 G101 B Garage U 31-91 71 - 0" 11/2" 1 E8/54.02, A8/54.02 N6154M Set 47 G102 A Garage V 91 - off 81 - Olt 1 1/2 ON mill set 50" G102 B Garage U 31-91 71 - Olt 1 1/2" 1 E8/54.02, A8/54.02 N6/54.02 Set 47 G103 A Garage V go - on 81 - Olt 11/2" - Set 50 G103 B Garage U 3'- Olt 71-011 11/2" 1 E8/54.02, A8154.02 N6/54.02 1 Set 47 G104 [A Garage V 1 g o - Oil 81-011 1 1/2" - I- Set 50 G104 B Garage U 3; - Olt T- 0" 1 1/2" 1 E8/54.02, A,8/54:02 N6/54.02 Set 47 G105 A Garage V 91-011 81 - Olt 11/211 - Set 50 G105 B Garage U 31-011 71 - Olt 1 1/2" 1 E8/54.02, A8/54.02 N6/54.02 Set 47 G106 A Garage V 9 1 -011 81 - 0" 11/2" - Set 50 G106 B Garage U 31-011 71 - 0" 1 112" 1 E8/54.02, A8/54.02 N6/54.02 Set 47 X101 Memory Garden S 31- 8" 71 - 0" - Set 56 i H G ----------------- Brackets (06100) (07311) Re: Structural (07210) -4ff 91 2" Yl 2" F F_ 4--- U Gutter and Downspouts, 11 UZW to j — —11 1-- — P 11" it - � I Steel Overhead Hollow Metal Frame. painted (07710,09911) embeded in concrete L I Memory Garden Gate Enclosure Gate Steel Door 6" Dia. concrete filled steel lqr S T Paneled Paneled Sectional Painted. Brick Veneer K20 8 bollard; All 8 / 12.02 (08110) (08361) (08110) Di Typical Garage - Side Elevation (04813) D6 Building Section - Garage 12.03 U_011 Garage Column - Base Section D15 Site Door Schedule U V 1 D 12.03 1/8" 0 2' 4' a, 12.03 1/8" =1'-0" 0 2' 4' 8- 12.03 1112" 1'-0- 0 2" 4" 8" t/i =1'-0" 0 1' 2' 4' D Wall Type 4 Re: Al inn 05 Concrete curb, Re: Structural 4 3/4" C Concrete slab, Re- Structural Concrete footing B Re: Structural 4A 4 to Color Legend. �i iii Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish ISI Brick Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde �I �I 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 Fiber Cement (Window trim at Board & Batten Siding) - Sherwin Williams, SW 7604 Smoky Blue 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 1 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Futon 10 Asphalt Shingle Roofing - Owens Coming Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin 12 Vinyl Windows and Sliding Doors - White ji ij 5/8" Gyp Board (09250) ................ ................. ........................... -------------- .................. --- — — — — — — — — — — — — — — — gi =T -- ON mill 2" Yl 2" F F_ 4--- U Gutter and Downspouts, 11 UZW to j — —11 1-- — P 11" it - � I Steel Overhead Hollow Metal Frame. painted (07710,09911) embeded in concrete L I Memory Garden Gate Enclosure Gate Steel Door 6" Dia. concrete filled steel lqr S T Paneled Paneled Sectional Painted. Brick Veneer K20 8 bollard; All 8 / 12.02 (08110) (08361) (08110) Di Typical Garage - Side Elevation (04813) D6 Building Section - Garage 12.03 U_011 Garage Column - Base Section D15 Site Door Schedule U V 1 D 12.03 1/8" 0 2' 4' a, 12.03 1/8" =1'-0" 0 2' 4' 8- 12.03 1112" 1'-0- 0 2" 4" 8" t/i =1'-0" 0 1' 2' 4' D Wall Type 4 Re: Al inn 05 Concrete curb, Re: Structural 4 3/4" C Concrete slab, Re- Structural Concrete footing B Re: Structural 4A 4 to Color Legend. �i iii Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish ISI Brick Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde �I �I 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 2" Yl 2" F F_ 4--- U Gutter and Downspouts, 11 UZW to j — —11 1-- — P 11" it - � I Steel Overhead Hollow Metal Frame. painted (07710,09911) embeded in concrete L I Memory Garden Gate Enclosure Gate Steel Door 6" Dia. concrete filled steel lqr S T Paneled Paneled Sectional Painted. Brick Veneer K20 8 bollard; All 8 / 12.02 (08110) (08361) (08110) Di Typical Garage - Side Elevation (04813) D6 Building Section - Garage 12.03 U_011 Garage Column - Base Section D15 Site Door Schedule U V 1 D 12.03 1/8" 0 2' 4' a, 12.03 1/8" =1'-0" 0 2' 4' 8- 12.03 1112" 1'-0- 0 2" 4" 8" t/i =1'-0" 0 1' 2' 4' D Wall Type 4 Re: Al inn 05 Concrete curb, Re: Structural 4 3/4" C Concrete slab, Re- Structural Concrete footing B Re: Structural 4A 4 to Color Legend. 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish 2 Brick Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 Fiber Cement (Window trim at Board & Batten Siding) - Sherwin Williams, SW 7604 Smoky Blue 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 1 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Futon 10 Asphalt Shingle Roofing - Owens Coming Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin 12 Vinyl Windows and Sliding Doors - White C B Al Section at Typical Interior Garage Wall A 12.03 314" =1' -Off 0 4" 8" 1'4" 1 1 1 IIA 1 72 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC Gastinger Walker Harden + BeeTripleft Buck Architecture I Interior Design I Construction Management INW 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D, Campbell & Company, Inc_ 4338 Belleview Kansas City, Mssoun 64111 8165314144 p 18165318572 f Mechanical I Electrical! Plumbing Engineer Pearson Kent W" Raaf Engineers, LLC 8801 Ballentine, Sure 200 Overland Park, Kansas 66214 9134922400 p / 913.4922437 f Civil Engineer weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913-362-1800 p 1913.362.2609 f AR11200135 STATE OF S� A Hl 1 7.11 16:34:31 -05'00' 100% Construction Documents 11 July 2013 Architectural Site Details ■ Pn*t Nurnber: 2013037 Copyright 2013 AI ;I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 124 ENLARGED UNIT PLAN - TYPE A -AL 1/4" = V-0" ENLARGED UNIT PLAN - TYPE A2 -AL 114" = 1'-0" GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEEF E96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NEPA REQUIREMENTS 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. ENLARGED UNIT PLAN - TYPE B -AL 1/4" = 1'-0" GENERAL FI FC_TRICAL NOTES CONT'D PLAN KEYED NOTES 6. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING O CONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. ROOM/AREA. 7. FLOOR BOXES AND UNDER—SLAB CONDUIT TO SAME INSTALLED AS PART O SWITCH LIGHTING AND HEAT LAMP SEPARATELY, OF UNDERGROUND PACKAGE. EXTEND CONDUIT TO ABOVE ACCESSIBLE CEILING LOCATION AND PROVIDE CIRCUITING/LOW—VOLTAGE CABLING FOR O SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. SAME AS INDICATED ON PLANS.? O SWITCH FAN AND LIGHT SEPARATELY, 8. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. O ROUTE TO SWITCHED RECEPTACLE THIS ROOM—RE.' ENLARGED UNIT POWER PLANS. SWITCH RECEPTACLE WITH FAN LIGHT. 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO O BOX AROUND LIGHT FIXTURE WITH GYP, BOARD AS REQUIRED TO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. MAINTAIN FIRE RATING OF FLOOR/CEILING ASSEMBLY. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE. ALL CIRCUITING IN COMMON AREAS SHALL BE IN MC CABLE AT A MINIMUM. ENLARGED UNIT PLAN - TYPE 132 -AL IP _© IL IK IH �C0 IF MC �F IC ENLARGED UNIT PLAN - TYPE C -AL 1/4" = 1'-0" 1/4" = 1'-0" 1 7 4 A R 7 R Q 1n 11 17 1Z 1A 1r, 1R 1 17 1R 10 on 71 70 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture i Interior Design i Construction Management 817 Wyandotte 1 Kansas City, MO 64105 �i€=leir 816 421 8200 phone er , 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ��►►uu a iwq� E.TH No. ' El 1200498: .o . STATE OF : Q ''�SS�-ONAL►... C4 &A, ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum #1 23 September 2013 02 ASI #1 31 October 2013 Q3 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Lighting - Enlarged Unit Plans 91054 Project Number: 2013.000 © Copyright 2013 RI Q PI NI LI KI HI C I 31 0 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 ENLARGED UNIT PLAN - TYPE C(ACCESSIBLE)-AL 1/4" = 1'-0" 3 ENLARGED UNIT PLAN -TYPE MA 1/4" = V-0" 1 2 3 1 4 1 5 1 6 17 ENLARGED UNIT PLAN - TYPE D -AL 1/4" = V-0" ENLARGED UNIT PLAN - TYPE MC 1/4" = V-0" 8 9 1 10 11 12 1 13 1 14 ENLARGED UNIT PLAN - TYPE E -AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE MD 1/4" = V-0" 15 1 16 1 17 �G �C IP IN IL IK J GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET E96.01 FOR MOUNTING H HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE J. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NEPA REQUIREMENTS. 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION G AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 6. COORDINATE EXACT NEW CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 7. FLOOR BOXES AND UNDER—SLAB CONDUIT TO SAME INSTALLED AS PART OF UNDERGROUND PACKAGE. EXTEND CONDUIT TO ABOVE ACCESSIBLE CEILING LOCATION AND PROVIDE CIRCUITING/LOW—VOLTAGE CABLING FOR SAME AS INDICATED ON PLANS.? 8. REFER TO LOW VOLTAGE RISER D1AGR4MS ON SHEET 96.01 FOR F ADDITIONAL WORK NOT SHOWN HERE. 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE. ALL CIRCUITING IN COMMON AREAS SHALL BE IN MC CABLE AT A MINIMUM. E PLAN KEYED NOTES (DCONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA. O SWITCH LIGHTING AND HEAT LAMP SEPARATELYY, D (D SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. O SWITCH FAN AND LIGHT SEPARATELY. O ROUTE TO SWITCHED RECEPTACLE THIS ROOM -RE.• ENLARGED UNIT POWER PLANS. SWITCH RECEPTACLE WITH FAN LIGHT. O BOX AROUND LIGHT FIXTURE WITH GYP. BOARD AS REQUIRED TO MAINTAIN FIRE RATING OF FLOOR/CEILING ASSEMBLY. C 18 1 19 I gn 1 91 1 ),) Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 i4iEe 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �a�w n nrrrrr E. TH O No. ' E11200498� STATE OF I 4 N', S10NAL 1%%% %'%�` ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - Enlarged Unit Plans 91055 3roject Number: 2013.000 © Copyright 2013 I j 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Z R GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. \) i `_.�� E ., ___._._.__ jE :, 2 R M ETAIL ON SHEET E96.01 FOR MOUNTING EFER TO OUNTING HEIGHTS D (/��/ V. --- HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT I DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. I ! I 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, F HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 5. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION P i rf� E AS NIGHT LIG 3 UNLESS SPECIFICALLY SHOWN SWITCHED. 6. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING AF w ( AB i EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 7. FLOOR BOXES AND UNDER --SLAB CONDUIT TO SAME INSTALLED AS PART OF UNDERGROUND PACKAGE, EXTEND CONDUIT TO ABOVE ACCESSIBLE i CEILING LOC477ON AND PROVIDE CIRCUITINGILOW-VOLTAGE CABLING FOR SAME AS INDICATED ON PLANS.? i E J i 9 O � 8. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR N ADDITIONAL WORK NOT SHOWN HERE _- __._ _. _._..._._. 4_, 9. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 10. CIRCUITING WITHIN RESIDENT ROOMS MAY BE NM CABLE ALL m - CIRCUITING IN COMMON AREASSHALL 8E IN MC CABLE AT A M!NlMUM. ^^ Ele e I ` M _.. .......E ,.:w` I L 1 _4 E PLAN KEYED NOTES AD CONNECT TO NEAREST GENERAL PURPOSE RECEPTACLE CIRCUIT THIS i 1 ROOMfAREA. E i! AA -� � � � _ E r�2 SWITCH LIGHTING AND HEAT LAMP SEPARATELY. L E 3 j !SWITCH FOR EXHAUST FAN. REFER TO POWER PLAN FOR WIRING. i ?�.=_:.::::::�: :-:e:ei __ p E A04 SWITCH FAN AND LIGHT SEPARATELY3 ROUTE TO SWITCHED RECEPTACLE THIS ROOM -RE: ENLARGED UNIT ....... _.._._._._._...__._.___._._.........._..._. POWER PLANS. SWITCH RECEPTACLE WITH FAN LIGHT. O6 BOX AROUND LIGHT FIXTURE WITH GYP. BOARD AS REQUIRED TO OF MAINTAIN FIRE R47ING OF FLOOR%CEILING ASSEMBLY. K ENLARGED UNIT PLAN - TYPE B(ACCESSIBLE)411L 1/4" = V-0" ENLARGED UNIT PLAN -TYPE S7 -IL 1/4" = 1'-0" 7 1 Z 1 d R 1 7 1 R I 9 I 1f1 1 11 1 10 1 1,1 1 1d I 1r I 1F 1 17 1 1Q 1 10 1 on I 71 I ),) IH �L IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone r �e 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH No. E 11200498 .o . STATE OF °.� /NDIAMP . "1isS1ONAt"�?G`�```` VW1 ISSUED FOR: 100% Construction Documents 11 July 2013 Qf Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Lighting - Enlarged Unit Plans 91056 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 3I AI 4 I A I G I F 1 7 1 A I Q I if) 1 11 1 17 1 1'1 1 1A 1 1r I la 1 17 1 i4 I 1A I 7n1 I 7i 1 07 B 4 PEAE!SON KEN' t1'MN LEY RAA-- ENGINEERS, LLC 8801 BA LcNT�� S':�i�_u,r CV.;�"EG PARK, A 74 7A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 3E 816 421 8200 phone �r 816 421 1262 fax designwithinsight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0\\kiii III ///// E. TH ' O. E11200498: .o STATE OF �NDI ANP. �//'/ NAL ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 0 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor 9PE10 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 3I WP/ JI AI GENERAL ELECTRICAL NOTES Y. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOtINTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTIN(a HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. U. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, L3LIi,TDETECTORS, ET. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOD TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. MEC? IANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOM: COORDINATE EXACT LOCATION WITH MECHANICAL CONT.4AC:,TOR a. COORDINATE EXACT 1%'6,V1A CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE, KEYED NOTES- POWER CONCEAL CIRCUITING IN CASINETRY. 115 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR i� CACI LIGHTING. EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. CENTER BETWEEN TOP CSF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER ,MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER: C FAN COIL POWERED TYIROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. PROVIDE POWER FOR LANDSCAPE FEATURES /N MEMORY GARDEN. COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE" CONTRACTOR. FIRST FLOOR - AREA A2 3RaRv FOR WORK 5. C 38 CORP [)OR THIS AREA 7A 3 10o31 E�5-Rn FIRST FLOOR - AREA Al z SCALE: 1/8" = V-0" 1 0 4 A F F 7 A 4 to 14 id iG in 17 1A 10 9A IR IQ IP IN IM IL IK I 11— IG F IG IF IE IC IC IE Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte e , g Kansas City, MO 64105 € 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f G O. E11200498: ,o STATE OF Q; �\ ,`S,lONAI. l `\\�IZ� ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor -Area Al & A2 92011 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI IIT, T FIRST FLOOR - AREA B SCALE: 1/8" = V-0" ENLARGED PLAN - BISTRO GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. LO'.-ROINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, .DU-,I- - 7UC:r PIETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SA WCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS; SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SVV17`CHED. 7. ,' 1ECHAN/CAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOD". Coopolr.4ATE EXACT LOCATION WITH MECHANICAL CCWTRACTOR, 8 COOROINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOL TAOE RESER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - POWER 1 CONCEAL CIRCUITING IN CABINETRY. 121 15 AMP. 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR CAB LIGHTING. ! 1:EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE 3 ALI, WORK WITH MECHANICAL CONTRACTOR. CENTER BETWEEN TOP OF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. 1:61 FAN CGIL Pot4IERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. PROVIDE POWER FOR LANDSCAPE FEATURES IN MEMORY Z GARDEN, COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE CONTRACTOR. BISTRO EQUIPMENT CONNECTION SCHEDULE ITEM ITEM NAME / DESCRIPTION CONNECTION MTG. HT. VOLTS/PH WATTS AMPS NOTES 83A REFRIGERATED DELI CASE CORD & PLUG 4" 12OVI IPH 8.8 1,2,4 B4A WINE COOLER CORD &PLUG 18" 12OVIIPH 10.0 1,2,4 B5A COFFEE BREWER CORD& PLUG 48" j 120VI IPH 120VI IPH 120V/IPH � - 208V I !PH 120V I IPH ^12OV' 15.0 5.0 4.2 10.6 3.0 1,3,5 1,2,4 1,3,4 1,2,4 1 97A COLD PAN CORD & PLUG 4'" B9A HEATED DISH DISPENSER CORD &PLUG 4",__ B10A HOT FOOD WARMER HARD WIRED - B 11A CASE LIGHTING HARD WIRED B 12 WORK COUNTER CORD & PLUG 48 IPH 10.0 1 813A DISPOSER CORD &PLUG/SWITCH 18"148" V; iPH 5.8 1 NOTES: 1. COORDINATE ALL ROUGH IN REQUIREMENTS (LOCATION. MOUNTING HEIGHT. ETC.) WITH KITCHEN EQUIPMENT SUBMITTALS PRIOR TO BEGINNING WORK. 2. PROVIDE RECEPTACLE FOR CONNECTION TO CORD AND PLUG FURNISHED WITH EQUIPMENT. 3. PROVIDE CORD AND PLUG AND MATCHING RECEPTACLE FOR CONNECTION TO EQUIPMENT. 4. COORDINATE EXACT NEMA CONFIGURATION OF PLUGS AND RECEPTACLES WITH APPROVED KITCHEN EQUIPMENT SUBMITTALS PRIOR TO BEGINNING WORK. UNLESS SUBMITTALS INDICATE DIFFERENTLY, ALL PLUGS AND RECEPTACLES PROVIDED TO SERVE KITCHEN EQUIPMENT SHALL BE OF THE LOCKING TYPE. 5. COORDINATE EXACT POWER REQUIREMENTS AND NEMA CONFIGURATION RECEPTACLES WITH VENDOR -PROVIDED EQUIPMENT. r, F 7 R 9 in 11 17 1 id iF 1A 17 1A 10 IR IQ IF In IN IL IK I %. IF IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 E�l 816 421 8200 phone 816 421 1262 fax ' design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f O. E11200498. STATE OF . �4: •!NDI ANP. '/sS/ONAL �? ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor - Area B 92012 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI Q NI 31 DISCONNECT SWITCH SCHEDULE - FIRST FLOOR AREA PLANS "I 1\1 GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. - COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUC'r DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT, pA7CH F1 00P TCS rAAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED /S TO BE INSTALLED ON HOOF COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR, 8, COORVINATE EXACT.NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOL TAOE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED DOTES - POWER Ill CONCEAL CIRCUITING IN CABINETRY. i 15 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR UAk� LraH7iNG, EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. l�J CENTER BETWEEN TOP OF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. E7] MOUNT TOGGLE DISCONNECT AT EQUIPMENT /N ATTIC SPACE. E8 PROVIDE POWER, FOR LANDSCAPE FEATURES /N MEMORY GARDEN. COORDINATE LOCATIONS AND POWER REQUIREMENTS 9 FIRST FLOOR - AREA C1 SCALE: 1/8" = V-0" 2 3 4 5 6 7 8 9 10 1 11 17 182 10 OA IR IQ IP IN IN IL IK IH IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 Ik e e, E H O 816 421 8200 phone 816 421 1262 fax ^�eoesEge�- design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E,TH O. E112004W. ;,o', STATE OF �4 ' ca / s` /0NAL 1100\\ ` ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor - Area C1 92013 Project Number: 2013.037 © Copyright 2013 I SWITCH STARTER MARK RATING . POLES TYPE DESCRIPTION SIZE ENCLOSURE EQUIPMENT SERVED NOTES DS i 30 3 NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH N/A NEMA 1 "66M L DRYER MAINTAIN ADEQUATE �. . CLEARANCES PER NEC DS -2 30 3 NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH ^ N/A NEMA 1 COMMERCIAL WASHER ; MAINTAIN ADEQUATE CLEARANCES PER NEC DS KPI 400 3 FUSIBLE HEAVY DUTY DISCONNECT SWITCH N/A m NEMA 1 .................... .... .. ..... ....... DS MC1 400 3 NON FUSIBLE . HEAVY-DUTY DISCONNECT SWITCH N/A NEMA 1 DS R1 NC , 8001, 3 NON FUSIBLE HEAVY DUTY DISCONNECT SWITCH N/A NEMA 1 DS RISA 800 3 NON FUSIBLE _._ _ ................_..................... _ HEAVY DUTY DISCONNECT SWITCH :NIA N/A ____. NEMA i "I 1\1 GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. - COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUC'r DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT, pA7CH F1 00P TCS rAAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED /S TO BE INSTALLED ON HOOF COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR, 8, COORVINATE EXACT.NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOL TAOE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED DOTES - POWER Ill CONCEAL CIRCUITING IN CABINETRY. i 15 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR UAk� LraH7iNG, EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. l�J CENTER BETWEEN TOP OF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. E7] MOUNT TOGGLE DISCONNECT AT EQUIPMENT /N ATTIC SPACE. E8 PROVIDE POWER, FOR LANDSCAPE FEATURES /N MEMORY GARDEN. COORDINATE LOCATIONS AND POWER REQUIREMENTS 9 FIRST FLOOR - AREA C1 SCALE: 1/8" = V-0" 2 3 4 5 6 7 8 9 10 1 11 17 182 10 OA IR IQ IP IN IN IL IK IH IG IF IE ID IC IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 Ik e e, E H O 816 421 8200 phone 816 421 1262 fax ^�eoesEge�- design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E,TH O. E112004W. ;,o', STATE OF �4 ' ca / s` /0NAL 1100\\ ` ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor - Area C1 92013 Project Number: 2013.037 © Copyright 2013 1 R Q PI NI LI KI HI 31 �,I 10 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 I i ( GFlll I I I [ITI _ M`u € 1'f 3 fir—#4 WIRE it 68 GFI 3 -6— m4_ w I t ' MC2 MC2 #4 W1R MC2 I 56,58 GFI e DISHWASHER (NEMA 14-60R) MC2 60,62 � I MC2 ' a ELECTRIC RANGE (NEMA 14-50R) 52,5 MC2 a MC2 70:1 MICROWAVE/ RANGE HOOD HOT FOOD WELL f (NEMA 6-20R) I G MC2 `MC2 MC2 74 s ' s 7671 RIGERAT0�8 9 f FREEZE GF1 ENLARGED PLAN - MC KITCHEN SCALE: 1/4" = V-0" 21 1 22 1 23 1 24 GENERAL ELECTRICAL NOTES I. AL. L WORK SHALL COMPL Y WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. CUORVINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, L:UsT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED COND.IIT. LATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7, MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR, 8. COQROINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT VV!T; I EXACT EQUIPMENT BEING FURNISHED, 9. REFER TO LOW VOLTAGE" RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED` NOTES - POWER 01 CONCEAL GIRiCUITING IN CABINETRY. 1721 15 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR CAB LIGHTING. E] EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK I• /TH MECHANICAL CONTRACTOR. L ; I CENTER BETWEEN TOP OF MANTEL AND CEILING. EE ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK VVITH OWNER. UFAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF, REFER TO SAME FOR CIRCUITING. [] MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. PROVIDE POWER FOR LANDSCAPE FEATURES IN MEMORY GARDEN, COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE CONTRACTOR. IR IQ IP IN �u riHb i rLUUK - AKhA UZ Q5) SCALE: 1/8" = V-0" 2 1 3 1 5 6 1 7 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 1A iq IL IK IJ IH IG IF IE ID IC II Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 �IIIIrIf 816 421 8200 phone 61s`, 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f O. E11200498. STATE OF °� �NDI ANP. '�,<v, FS V:�` \ J //% 4%NAL \\ ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - First Floor -Area C2 92014_ Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI DI A LOAD IR 3 4 5 F 7 R 9 10 1 17 1 iQ Io on 01 T 70 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 E 816 421 8200 phone 816 421 1262 fax `. design w#17 i nsight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0\\�EiTHi//iii r OP G p, E11200498: :,o' STATE OF rr aq/ ..AL E'lop ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 ZL ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - Second F loor 92020 Project Number: 2013.037 © Copyright 2013 t 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 W AI 31 SECOND FLOOR - AREA A2 SCALE: 1/8" = V-0" GENERAL ELECTRICAL NOTES 7. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ("NFP4. 70) AND ALL LOCAL BUILDING CODES. 2, REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REOUIREMENTS. 6 L1('7 IT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION Au NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9, REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR A001770NfiL WORK NOT SHOWN HERE. 'KEYED NOTES - POWER t.�' I CONCEAL CIRCUITING IN CABINETRY. E21 15 AMP, !,POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR CAB LIGHTING. �3 EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. CENTER BETWEEN TOP OF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANI.IFACTURER`S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. [6 FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. EMOUNT TOGGLE DISCONNECT AT EQUIPMENT /N ATTIC SPACE. PROVIDE P06NER FOR LANDSCAPE FEATURES IN MEMORY GARDEN. COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE CONTRACTOR. IR IQ IP IN IM IL IK I IF IG IF IE IC CORP. DOR r" A , In SECOND FLOOR - AREA Al EE ; AMs4 SCALE: 1/8" = V-13" 2 PM 1IMSv N KEN, hi^U Yilrti>EV RAM- ENG!>GW E Rk LLC L -J—= 88M, �' .i LE NN' 4U 4F 20(1 O A NdD PARK, KC 6620" A 0 Z A G F 7 A 4 in 11 19 1_q id iF iR 17 iR 1A 9(1 91 9P 94 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 , 816 421 8200 phone i ,�9i 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f E. TH O. E11200498' .o' STATE OF : Z\ 40 %F .••...... ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - Second Floor - Area Al &A2 920pi Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 16 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 —1 15 1 16 1 17 1 18 1 19 20 121 1 22 1 23 1 24 of — 01 151-2" 4'-10 1/2"$ 9-2 CL 91-211 71-6" CL 91-2" q_ 15'-0" q. 91-2" T-1 1 11 q- 81-91T q- 15'-0" CL 9;-2" q- T-1 1 11 rL 81-911 rL (is) 15'-1 0" CL 9'-2" rL Mirror (08800} I # L L 1" 11 L L L 7 1/4" T-1 Oil 714111 12'-0" 12i-9 1/4" 12'-0' 12'-9 -1-14" 16-2 3/4" 1 12!-g' q_ P I t - L L V-2 3/4" CL 3-3 114" Ir -91 of , \ - W Dia. clear floor space 9-3 114" 2'- 9 l/ 9'-3 1/4" 2' 9-� 11471 2!-9 114" 1 ----------- - Toilet tissue dispenser U(io W R �M_j 9 Q Cn 413 on CY') -t Men B M ,I Dr 1 L I _t R I I I I LJII 1 R to zo C\I ❑ C;1 9 N N19 Women 1 4 19'-21 /2 161-01, 25'-0" 16'-0" 25'-0 16-10" 25!-0" Cll- 82 Unit A Unit AD Unit AD ?J Q Future door opening !9 Unit Unit D 7T A Q 1 122 C J! 52.04 ac between adjacentA' and X 'D' units. Re- Structural for C14 SZo4 N19 header information. Cn4B ` A 9 L - U? TZ> I I I L _J C14 I -! -4 ❑ _J P P Toilet tissue �4B �4B L2 1 00 2 dispenser /Paper toweaVMwaste Mirror (08800) Grab bars eraser 30"x48" forward approach at sink 122 ❑110801) dis, IT N A A CNI J 128N, 2 i -off A Q U? 3-0 74�Dl A Fire extinguisher/cabinet 114" N20 Enlarged Restroom Plan AN :;*- Fire, extinguishericabinet Handrail (06402) Corridor ;F W_ �2A] Han rail �06402) PLAN N Cp (10522 (::1:2).3 A 1 -0 - <—NOR H N -0 21 10523) Lc' 10522,10523) /,�-4 3/4" J18 54.01 31.01 1A" zz: V-0" 4' J18 54.01 i P 31 --,P2 Q8 54.01 Q8 154.01 10 123 2 2 A 2 Am 1 2 Ig 0 131 Stair 7 12 F- 1 — f C 0 A A I 2 It 30N48" forward -2 112" 6-9 1/2" C approach at sink 2 2 Boiler 14 6106 a Women Men UP Toilet tissue C14 0:4) M Ni ❑lu dspens r(10801) L -WL Plant b :-Mirror 13' -Il 1/4' --(08800) Office 7 'or C108 Al Paper Central Unit 8212 Unit C Unit C Unit D Unit A FlecB 5� toweliwaste 5 129 127 123 J dispenser COw - -_ v 12 [ 04 -2 1/2" 4" 2X 2.04 N19 L L 19! 234 23'-4" 25'-0" 161-0" 19' (10801) — - — - — - - \11\ Toilet tissue 194" 1 -9\-- ��F_ - I - r A- N19 Sim. 9 11B 12_� \_L/) =_9 C-14 1 lz:r;-) dispenser A B B co (10801) 9 1/4" -4 1-0 8'-10 1/4" 13 4B [3 .31, FaR Grab bars K K 60" Dia gear 50.08 12'- 1 0".1 15'- 9 1/4' - 7 1/4"�\ 3-3 114" (12 3/4- 11 floorspace 1 Z -o". .12'-0" 1'-1 1/4" Mirror (10801) \ 8rk" T-6' d2!-8 1/2' 4\' 0' 1 o 4'-10112 " 10.0 10'-10" 5'-4" 9'- 1 cL 4'-6 1/2' 9-3" 4'-61 /2" 3 l'-0 15 17t -11i T-2" (08800) A First Floor Plan - Area A2 PLAN '\"13'- 10111 Future door opA-ing between Future lbor opening between adjacent 120 Enlarged Restroorn Plan PLA r---L--.r NORTH adjacentV and'C'units. Re: 'Nand'D'units. Re- Structural for 11-oll r--% --- J ------ 11 PLAN NORTH 1 30.01 1/8" =1'-01" 31.03 0 V 2' X 0 2' 4' 81 Structural for header information. header Information. 11411 4/3 s I- 91V lot -oil CL 10'-2144" q- 7'- 6" 81-6- 71-611 10'- 5 3/4" cL 9- 2" rL 15'- 2 1/4" 8 15'- 2 3/4" rL 101-101, CL 14'- 2" 10'- 10" ❑q- 41- 8" 6- 9 112" rL q- 6' -6112" L L 11 L I, L L 6 L I, il 1, L 13!-2 3/4" 12-0-1 1- --112'-0" 11'-2 3/4" q. 12'-0" q- 8'-1 11/2" CL L 10'-3 114" rL 16' -Off 16'-0" C22 1. 41- 8" L T-101/4" 1 8'-3 314" L 41-8`1 1, rF 19 K20 T-1 1" 41 - E11 31.03 El 1 �31.02) V-5 114" (Al 31.0 Tr 31.03 4�i 3' = I I I T 011 H CD F CY) H /171 �0 08\ 106 i— I I 111F\_2J Ill LLJ 13111 13 4- 81- 34'-0" 4� 25'-0" 251-011 -1 . — � - ...o/ - 36'-4 ------- Tj '71iI 1/2" Unit AB Unit B Future opening CD -41 C ac 116 Accessible co G 4C Unit D between adjacent 'Dand'D'units. 01? Unit F Unit G 110 1; Re- Structural for CN4 106 104 C? 9 Z-4 header information. C14 Unit D Fr- n7 Cl❑ C14 --Ir F F 2 0 00 El 2 00 4? C? 2 # ' ❑ I 2 ® 0 0 2 CY) 2A 116 1120 \ I 108 1Ub L I A T7071PA P 1 1101 fu L -1 A F:ffo '_1 Ll LP 2 Pt F Ell L 7: P I r�!A Fire extinguis er[Gabinet---", r4c] Fire extinguisher/cabinet Corridor 12'-0 1 CN �45 '-3 1/4" 4 3/4" CN K Handrail (06402) 1-0112 11 Fire extinguisher/cabineRN Handrail (06402) (1 i Fell it,10523 Al Pi -C] 20 52.03 Al 114" (10522,10523) 52.03 P� -1 . E E J18 54-01 Q8 / 54-01 1141 1.01 NT J18 54.01 FA (1052210523) 0? Q8 54.01 Q8 154.01 - co _61 105 A10 1 9 Al 4B 4B L 0 0 413 A A 8103 -1 (21f B Men WomeR0 Storage c:, 2 00 UP 61-0" CD CC) Dcs 6 7'- 8 Dimensioning Notes: J H11 11 i -low drinking fountain, - Dimensions are to face of wall framing T- 9112 L4B �71 n, Resident 11 T lo. ng 4C -Refer to enlarged unit plans for 4B' Plumb* Corridor 71- 4`o re. Unit D 4C additional dimensions and information 31 - 81/4" Laund6103 Unit E T Unit G 9 Unit D lzr Accessible Clio 11 ti 111 12 4B 71 52.04 04 C Plant 5'-111/4" 9-2 1/2" 321-0111 251-01, 25i-0" 35'-0" C Office ILI "F _.J". . — L I L I I L I Ni 6 CO Trash I Elec qLOJ8 F T) C114 C 17 109 10 (i B B T r A zo /A2 Al _0" =� ( - 1 7 �3 Washer 121-011 (11451) R Dryer 0 (11451, A 120 B B 8' 19-5 114" t 0iiEb/?o 2" - 9 1/4t� - 1 All 55 9 0 �56, Handrail (06402) -&- I 111-b" I IL ❑ J18 54.01 15i-1 1/2" 91-16" .31-211 4f-211 T-11 1/2" 6-0 1/2" 14'-41 /4" L 16-0 314" 414" 61-11" 8'-4 51-1 T-0112" 111-8" 6-6 1 114" Z -19 11 2 -0- 426-0- I �J I r L I d I L: E71 Zd (L (L CL CL CL First Floor Plan -Area Al Al PLAN 4'-1 3 4'-7114" A17 474 A 30,01 118" NORTH W.02,r = 1'-Q" 0 2' 4' 81 _e A 1 72 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 lo 1 11 112 1 13 114 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denner, Colorado 80230 Gastinger Walker Harden Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missoun 64111 816531 All" p / 816-531-8572 f Mechanical I Electrical / Plurnbing Engineer Pearson Kent McKnely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9134922400 p 1913-492.2437 f Crum Engineer Weihe Engineers 10505 N_ College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.8410546 1 Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913-362-1800 p / 9133622609 f E AR 11200135 STATE OF IA T 16:37:20 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 brawn By Author Checked By JBT Enlarged First Floor Plan - Area A Project Number: 2013037 @ Copyright 2013 n A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 21 zz 1 e_'J `lt GENERAL ELECTRICAL NOTES R 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. y, COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT O TELT ORS, ETC. WITH MECHANICAL CONTRACTOR. 4, $AWOUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT pA CH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. Q 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7 MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON rM� , e .................. _?OC`F. COORDINATE EXACT LOCATION WITH MECHANICAL _ EM 4 L34-1— e ,....._.. E a I k.........., >k CONTPACTOR. ,_.. 8 _.d Mq OOF;(?IIVATE FXa,CT NEMA CONFIGURATIONS OF RECEPTACLES , '� SERVING EGC�IPME7VT WITH EXACT EQUIPMENT BEING FURNISHED. g I a ` G _ 9. REFER TO LOW VOLTA3E RISER DIAGRAMS ON SHEET 96.01 FOR L2N II S I - ". ADDITIONAL WORK NO SHOWN HERE. a NOT P P 14 �, 24 E L . all��' Eat Ilei P c2a°1111 1 `, L KEYED NOTESPOWER iii C x e A,�,' it, 9 � 4 ,�_' � ®� E CONCEAL CIRCUfitNG� IN CABINETRY. fs 15 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR N N CAB LIGHTING. �.0 ._ �� � --��� �� � �, <� , EQUIPMEPlT POWERED FROM HEAT PUMP ON ROOF -COORDINATE 4CCFSS1;1 F UV T C z - ALL WORK WITH MECHANICAL CONTRACTOR. A' r 700 I 203 i il� (��j l _J CENTER BETWEEN TOP OF MANTEL AND CEILING. P ^r STATION T IH� PER s LJ ROUGH-IN4AND CONNECT , M SALON WORK S NUFACTClRER'SFiEc OMlt7ENDATJONS. COORDINATE ALL WORK m _._ WITH OWNER. �a 1 e PECTIVE HEAT PUMP ON ROOF FAN COIL PO�i✓FRED THROUGH RES M M REFER TO SAME FOR CIRCUITING. MOUNT TOGGLE' DISCONNECT AT EQUIPMENT W ATTIC SPACE. EA � L: J PROVIDE PGWEF FOR LANDSCAPE FEATURES IN MEMORY ------------- UN - s2 GARDEN. COORDINATE LOCAT IONS AND POWER REQUIREMENTS 3--`a ^t (IN HAIL L �"E E WITH OWNER AND LANDSCAPE CONTRACTOR. Ai-------------- ja t I i a F $ E t E -. £� R DISCONNECT SWITCH SCHEDULE SECOND FLOOR AREA PLANS w ` s C _._ ._._._._._ ._._._. ` F'' SWITCH STARTER ? EQUIPMENT NOTES aNv_..,_ L t t IN SERVED _'s : ai MARK RATING POLES TYPE DESCRIPTION SIZE ENCLOSURE t ti .... N MOUNT AT 36" ABOVE ROOF. f t _... CS 1 30 3 NON FUSIBLE ;COMBINATION HEAVY DUTY DISCONNECT NEMA 0 NEMA 3R EXHAUS. FA s 1: F-2 __ ___ _ . > I - SWITCH AND MOTOR STARTER E W._....... __..._._ t _. _W....._._.0 w ... � _ ._._._._� _ :: ...... ,,...... _................................ ..... ......... ..,,,,. NT AT 36 ABOVE ROOF. __. _ . _ _ _ ...w_u. E sNEMA 3R EXHALIST FAN ; MOU _ ' _.-: -_- i 68 t v. sig i r CS 2 30 3 NON -FUSIBLE I COMBINATION HEAVY-DUTY DISCONNECT :NEMA 0 w. ` I '.``' SWITCH AND MOTOR STARTER EF -3 F _ REFER TO RISER DIAGRAM 2 v F C 3l E : - _.. i 3 � ARD t 62 L2N _...__.......... 3 E �. a DS-L2N 200 3 NON -FUSIBLE ;HEAVY-DUTY DISCONNECT SWITCH ; NSA NEMA e PANELBO ICE MAKE �. a �„ I L2N . ,L.. L2N ... e m �' I REFER TO RISER DIAGRAM G L2N ^ Is I a F t ISCONNECT SWITCH N%A NEMa : PANELBOARD L2S pAT __ :,_ = E DS L2SCu 3 NON FUSIBLE ;HEAVY DUTY D 1 ,, � RISER ...., ___ ____ _ __ . __...__. --- L2N 74 . 64 800 3 NON FUSIBLE ;HEAVY DUTY DISCONNECT SWITCH N/A NEMA 7 PANELBOARD :REFER TO S DIAGRAM f � � OMrM.w I DS R2SA - _ :. ... , wwva�.w.xav+svuWw��w.r. � ..... .. 1' ? _ r :E I € .,NE...T SWITCH N/A NEMA 3R :REFRIGERATOR K REFRIGERATO KDS-3 30 2 NON -FUSIBLE . HEAVY-DUTY DISCON C E i I , CONDENSING L2N ;' E :: _....._._._.__...._.... UNIT (1D) Hillv L'J VGL 66 - CONDENSING U KDS 4 30 3 NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH N/A NEMA313 FREEZER L 1 N.._... .... __. E. t z (# E) i FIREPLACE UN I 1T s K ..... 70 82,84 TELEVISIO 4 DISPOSAL f DOUBLE OVEN ` 3 L2N L2N (NEMA 14-30R) I - Deer. 72 MICROWAVE E S WP/GH FG1 "f �� FIREPLACE c o ' a F € E "� t a- `'1.1'.N HALL E F t E: C2i i GF1 .......L:a..ua EFRIGERATOR 52 r L2N ) a 58 54 L2N 72 Vli L2N L2N _ IT_` i DISHWASK 56 ? 48,50 s€ H L2N "'-GF L2N I E I E TELEVISIO H E g€ COOKTO 32 C E E, r CM 60 L2N L2N 46 L2N 43� +� —EXERCISE BIKE r __ I PJB --FI _ �I t �57 55 = STL 1 $ ' I iEt 48 L2N L2N L2N EXERCISE BIKE G 10,12 I ,. 45 KDS3 52 14,16,18 I E KPl , REFRIGERATOR L2N EXERCISE BIKE CONMUN T� 47 a HIS ROorI e I CENTERS a i • ....... FII E 0 f czi 1 D EF -2 . ;; 3 E I I L2N 49 —TREADMILL ROUTE BELOW F ROOF (TYP.) L2N R L2N 51�ri.�—TREADMILL 44 CORRIDOR Et I KDS•4 EF 4 , 54 e q ; i STLf KP1 U L2N = 14,16,18 ; <I I ` _.. a 53 E EF -3 a g I (l L2 i E N CM CM �.i CM I . 92" E 3 I 59,61 E Gs EF- F{ CM HIS 20,22,24 �. s M 67 75 73 3F TELEVISIO L2N L2N 77 I i L2N L2N CORRIDOFA 2136E,� HAIR DRYE SALON ; £ C204 ww HAIR DRYE C2 6 L2N 63 _ PEDICURE STATION 65 i L2N L2N L2N �ij '( a+,W FI a s E TOIL EE. 69 71 I l ;E C21 E i e D D "� 4 EF -5 c K5 ¢ SWITCH WITH ; s` f 5 E LIGHTS E �E SWITCH WITH I e C LIGHTS EF5 11 i F ' > CM i f .,.-......._ ....-... <........ampsw i E e 1(- ---- o m ww 5 a aS. i s C C SECOND FLOOR - AREA B KEY PLAN SCALE: 118" = V-0" B �: B B Yv E O e CL A,Ri5ON KENT I`OCKINLEY?sAAF ENG31NEcNw, LLi' ,, 3A ENITI 1 .. E D... OV, h`J' PARK, KS 66204 A A 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee /Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. Tt1 0. E11200498.0= ,o STATE OF //�/i;S/ONAL 11011 1O?`\ ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power -Second Floor - Area B Project Number: 2013.037 © Copyright 2013 r1 A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 Z,5 1 e4 3 GENERAL ELECTRICAL NOTES R 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF•ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF .ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5, COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS, 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTIONAS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. B. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9 REFER' TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. P P KEYED NOTES - POWER I 'CONCEAL CIRGLII T FNG IN CABINETRY. M , I PNGE CIRCU/T BR�.AKER DISCONNECT FOR ELEVATOR N N CAB ' � EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE L --J ALL WORK WITH MECHANICAL CONTRACTOR. CENTER SET loVEEN TOP OF MANTEL AND CEILING. L�J ROUQH-IN AND CONNECT To SALON WORK STATION PER L d MANUFACTURED S RECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. M � FAN 001k POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. M REFER TO SAME FOR CIRCUITING. 5a > ! OUNT TOGGLE DIS CONNECT AT EQUIPMENT IN ATTIC SPACE. _ C SWITCH WITH � M � PM LIGHTS FEF -5 ! �8 PROVIDE POWER FOR LANDSCAPE FEATURES /N MEMORY C £ - „ GARDEN COORDINATE LOCATIONS AND POWER REQUIREMENTS LI WITH OWNER LANDS AND CAPE CONTRACTOR. t ' w�_ x I L L£: x a_ L 1. U, i 111 UNI' D '� T D a r, 3 CORRIDORae c22c K iij EF y 4 3 is x "AIJJLL a £ �. t- C� RD.�R F � � .R€FRG E , _ r 3 9 <m ,..... ....... a... ,F. •-o _... \ mvi."�nNa�GYe�.��`a�a�..___...._,� t. `ix__.__._:.-a� �..„„_.__._._._._._._..,..,.....,,.,ww.,._..,_.w_,_,w................... a......„.„„w.„._ a -..,.,,.,, �„ww-baa_._,_. _, a ..., :: ,w.,> �aawxi«..�a< tea. <._........... _ a � _ ">w:a,>,q�. �v�>- _ F £ `r''. _--_ _.................... .�.�,., -.-... .._F........, ....__... <............_ ...........",..,..” .,.,,..... -. .. -� � xs,_.-�-.�,.-:-a n .s.�-w��a .: 3 ..w...,..,w,,...,w _._._.....,_-,.., ? .,_M,.....,...,.�a..._:E 4- _......^m^ -•.:t i I �' .t .: � a DS-L2S ? _ i •, .--: EM/GFI., ;i e ; .,,,,,, ,,,,,,,,,,�<. � ; g E E i i' ,_ i J i EM "EDS t i DS RnA PANELBOARD L2a is 3 - a 1, F { ` FLEc ii- - i F F i 3 € NIT B2 I I- i E I �I,�; f ur, - g u 5j L:?2~ I 2502 E Ei i.;. F 3 • . x < .33 S £ T-R2SA a s a ~ S £ TL �±� I E< { gg £ S g( FI? wwww ; a 32 L2S x £ � a _ _ F < t tF i y 3 ... VV T 'q( .._... �; E --.-_- ",£ F..:. v __.�,., ...... ..,�„x� tip_. .. ___. .tet E I PANELBOARD R2SA � _ H t , F < x £ .� I,ww���x � � 6a >. ; > I i 0 -r E'. { 3 x. .___.. „._._.. Q.... .�C.=a"$_.” .......___.F� x £ t ... £ ..._t 3 ii,"u_ .:S 4 .� ,Ww..w',..��...• F,i PANELBOARD R2SB F ` 'T1A)JA^� we ,F:. -----"- --::E 3 .. _...., m,, -•„w; x...-.. ..y F 3 > r� ....�. 3,...__.,�._._• 3 .... _._F "."IhM i £ 3t•_._ F EF F '< ,f 1 .-,., £, r a £F#_., £ .......... 3 x,: .:. S r, t-.-'-„ __,_t x £ ;......._".__< ., , p 1 ' H M. w w L _ F 8 a..3 F .......... � r y3 t _,... > x Y N- F j www :.a .. ?., w 6 :, ,x 3x:. :.; a...,.„i € :;• E '`•:u � F „ [ ,x j :. t:._._._._._...-_..\>. z .., x' ->Y'.:.: a”" _ .,._._.e._._._.. Ye E > .. ., a a Q f < i R�wxwvmwa, a ::a . , , £.. , x _r.. < "<.«..<>, .__.,. , a .,-E-�...wwwwwwwwwwwwwww.s .., .: .a> x a,.,www... ,.w,.82,84.......,. _ ,.ow<woww s < :: a , x > •� a � _:.a a , .., qy . r.. ::E , £ i a \'.lw�.w ,`, ."'w"'...s _....<3 � -.: t : 1 x 3 .. E € E_"' • 3 i..., '. : .. E x. 3 ...._. .......... ._, E F . i€ G . .....:.:. ,. a.,_•, ., gg TRa$li � > >.. ', < :. ... __. __ ..3„a......._,F a £. .� x ! ;;. 9 F� x3 3E F SNE I j 3E4 i E. F =3 £_ ,� '.F is a t. , e<. xa IS i3 :<._.... ....._._._._......... ..... ..\. ............... ... ........ ... £ .. x , ,.< . , , . E £ : , .. F F wa.S t F tx..E a g F A E 3 3 , F E ,..._. r' ti 3 , e E _ pp ,;, �£ LIS 3 ;. t=:: E ££: _...: -. ( F: __ ; i F a —3 ��_ F is E F .a <, � , .: .. L>_._._._ _ .__.,.....,: � a .:......:.an ..._, E F , x• ..- I _._E.E- t. � i .,,._._._.. _...._._._._. _ ~� C 2? L F t :: E _ ,-. a 3 E 3 3. @ '� i w,<. >,w-•.+>n„g.. \•.�,..ii ° I �}E _s a, i < \•, i a : _ F i \ ... 3 , £ : 3 3 £ani .� g.aw>•N' 33 1 R : i EF.� 33 ...E �[ @ v P”, "IE 1�" R � a ... 3•• > f ,. STL1E 3 x .. .. , ._ 2 \ _ \ F e, w 'e .-_:.. .. ....... ....... .. a x �1 :., . 3 , . .' .E > ., £ E: 3 F LJ! e z � ...: [ -,a x .. . „ �” - .:<. x ix:t .E t ,.� � E ,,. §§ \ iE £ 3qq a I x a .a,_..,._,<_.,.,< „ . www E € �,...�, ...w � ... ,>.„>.>< � E f i �'x . £ s �.._�.�, aL+camxmaxewr., r\var.,ra�awnxxaw. F _._2.; £�: :. E G,.w.,,wwo _....,..,, < I 33 F £ 3�< \ _ £ s , 'a: ”} 3 ° EE x F g: I3 F a ,, W ,,. Yom- e � .E, } I: F mmMmmmm�.v €, x . :. \ .. : £ : £ .. - : 8 , :. � . :: E axa � , 1 -. �: F E : , : www g,�.<,,,,ww,.>w,v>, g � \ £ .£ .. £ '� a :p , , a £. x... .... _._._ , f E $ F , >. > . E . < , : •'tea"' ::: £ ,3I ... : �>s 9 3 < $ t` . w ,_.". ...._ _..,. d ' \ < $.<+' , L2S 'i F £ F , is ...i x � m�.emwamxwx I i , is �,.mxxuw.m�.�:avxn , 3..........i.,.. menrx : G wwrx�.� �a r y t t . .,,. . : aw,. E E �\.w ,. �,ww_wwww�, �.� w _,> _, _,__.... 30 1 L2S 28 3 26 -6 L2S CORR DOR C22I w _."_."." w,w -- „_ w -.._.. , � a_��,_rw_w��x�r� w�wmw� � .: ,,w.,ar.,,..<.<.".<m�<na...vn ."mrs,,..,�-,�,.`..aa<...x , .-.. ., , .. A S .... . , ...>,._. : .. i\x h a' ww mmawwwa «...<.,..., _.,.>,:.,,„,,,,,,,,,,>,..na.�awawa>"vuu, :., E �' � <_. wwwwww>www,>, v a� p ., 3,-........w..,ww_ :. , via. -u-. w_.YU, , < , ...•..-•, I ww 4 F _ : 3” .. , �>.�«. , It- dF F F`. :, t Fat it a �`. F , .t x.. .. .. '. � .., . < e i C.: ... �.: ....:, gg i x >,........... F S.... t .....EEE < ? .."�..,:.... a.a.., s R_.. F:.....,. F I F � _" } xx a _ 133£ @ : : 33 .' �w Rx ..� .i.g.y ems„rwe• F .:.:.; .3w €"F .a ',:: .F Fa ... x� - 4 _ F: x .gg > .... ,:. a...: £ :._... .. . .... ...,w,........ € a„ • 6� .rw w.._. x x a E 1 r r x. x , 3. 3 ....:waw s. F , x e E 3< .. £ x e : 9 -�. " -.. 3:, •,,.. :::z F S 3 ww..,.,."..,.,wx Y i £ ,<. , 3 , , :: _ ._. . ? , . 3.. .,, £ .... .. .. ......E;l ... ,. < fi a i , 3 .. F yi ">. • 3 a .::.. .. .....<..<....... _._.. , �».,>.:a _..�' <'3 _. _,>. 3.><.ws i ..__._. 3 £ ...... >:, .� .:. , x < .. ,. ., xs. `._,..:,.. _... ..... ..__._. a __._. _.__. (( - ..<.._. .. x i 3 . a a < ,3_. 3 <. w, E> _,_".< _• __ _._. >. ,. :,1 £ :- <: x E .,,,,.... _: t ,� a , w..:a�a\.. 4.....,, ::I � .£ .�.. .. Z ,..,_._< .............w g F � x\ [.._.x ,}' ;' .,..,..,".,.,..<-".....<w-.w. ..>w 4 t F ... <: <•"\ ... , a . .._.�."._.; i . a .. > . .,..... : 3 E,.„. ,. � I'... F 43 1 >.: F .. , x £ > , _ 3 s_.._N _ >F ” a .> 3. E .ww...., xa,."-...,,•.a„,,... >."> w«, F : F a F ww,.....,,.,,.www<.x i E r wN,.<.w, wwwvww EF , xi � F \, [ i .. E d ..:<v.___,.... -:,„..,,.,,_..._.c,. , . >. ,: ._ _ _ ._.__ _... _ ._._._ ,�,-.. ,iaaaa:«,.F ?,,._.,..,> . �\ <"•e t . .> :, 3 __ ..._.<.><.>..<...<.... 1 F 3 E E ?..,..wwww»<....>,,.<..<.,<....,w. ... -� p<..-. 1. 6 _. _ E x £ E,,.,,><..<....<..<..,..<..<.._,.....................ww,.,..,..<..,..,........,,..,.,,.ww.,.wwwi.-<,...","...-....><........,e._,.....,.> ! :_ .. � ............. _ _ _ .. Y,","-.-.,..-.,..,..,....._.,..,.....ww<..w>.w<.x I , ' - , . ,,. ' = f ' ._ _. _.. - .F a, ___._` ¢ E �\ .... w ..... .,_<.,.. ._,_<, c P l: E T ACCE$SBLE e } F ' � F I ,.,. �> s € 3 ' ¥ _. __ __..": ^' - __- _. � j _.. .... .... _... x £.,w....,... ,..� � F_" "..• l � ° L•_. � ° x c9' ... £ LN�T D a F ? dW I ix _ 0 ; E $ d I 245 i i F L'viT H F ,a IF l;N:. �. g£ <c £ �, i, .._:^. a..:..:�_v'ft= ._:249 i a F � .._.., < .. ; • E 3 --.�-�.. :�_._._._.__."._a �.. ? S &,v. 3 1 P t \ F � ..._ _..,."..... S .wwww,.,,.„,: E,.,.`a ._._._..... ..,<a 3 d 4 1 F 3».___._w.. i r 265 a r- 263 ? ` �� ”- :� _ _ ,.„ <_ � .___ �£} _ UVT:: ga UN, -B2 y s e FL si ...f£ a a 3 a E L 4 UNI -A £ i 2 i 25 255 I 253 C ; - _ £ `F E UNI E I i'y 3 `Y F t i 3 Qaa s� S 3 t E � � i 3 F £F e F x} E 3 .."__._._._. , y�w�,y�;. $ '>,._:••Y,: F F a.::. E s(' i..".",.._.ww,_. xw.._._.,_,_,.:,>-wa., 3 x 3 E ..._.------....._. ._.___'"_--- ------ ..,.. ii . p 3F , a .......E.... � :..,..,........,..... ..........._... .,.w..w.x a..,..w.._._...>.....w.. ..,,........x Sww.,- '::.. ......;,...w....,..,,...........: x ,_,..,. .....!._.t, ..............,a 3 ,. 3 ... .... .... .,.,. .. ................... ......" 3,...,.,.,.,. ...... ._._._ ..;,__...... .x.. ...i 2 w.r I 3 .._._._._. .....:, . � E E t ..... .... ........._ < , w......a £.i.....,w__ a ___ . < S , , . .._._._._..:,..>.ww>.w .. . •�.».�xa: va ,.> s \ �, . H lal?, .. a�� ...., ...:._._.___ .__._ _._. .: >. :... .r aL,,.,,..,.,,,,,,,,,,;,,,,,,,, ,,,,i Y. x R 1 .. .. .. , _._......._. .., : \ w _ u_._u:... ..�a'.ti`\ix�3.m'�"""'m. ._._.�_................� :`w"� \<�-3._ \w.,,.F._ .a... ........ ..... 6 �. ........"......... �S?. a- , .,,., •'v; "\ _.. ..._._ 1. ._ r - .......,.a "<..,",.. >- ,_....... Y..,..,..,... :.,.....:_>..,....._...,_.. x ...,..._,..._._..,_----.,ac���a�+-� _ _. .axm�.va.,...... ., 3.`3?.O@... Et !:Y _ _ _.. ... >F. >. .__._ �. ;.. a:.:_ ,..-•_._._.. .___.. :>.._ :..x ._ .:p_._,_ :....___ _ wwwwww><"> a.. ww_,ww _ .. -.. D EE �._ L SECOND FLOOR - AREA C1 C SCALE: 1I8" = 1'-0" KEY PLAN C B B Fe b F f C 1 EARSC+N n.N" V' --K INL�-t` FAA:'" ENGINWcRS, LLC• ,I r •i'iI!_L E IN t. y\I E c LVA`} 0 :.FN D "A: <, KS 662u:< A A 6 1 7 1 8 1 9 F 10 111 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 i,E, 816 421 8200 phone 3 Fel 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f uII iiiili,, E. TH G O. O. E11200498 0 .o STATE OF '//j'�/ONAL E� \ III�III ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - Second Floor - Area C 1 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 31 )lI 1J I 31 22 L2S SECOND FLOOR - AREA C2 SCALE: 1/8" = V-0" 1) 1 a I A I r; I F 1 7 1 'q I Q I in I 11 I i') I 1'z I 1d I iF I iF 1 17 1 1A 1 10, GENERAL ELECTRICAL NOTES 1. AG,L WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL f 1_F-CTRICAL CODE (N?=PA 70) AND ALL LOCAL BUILDING CODES. REFER TSO MQly MING HE;GHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS CSF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS; ETC. PER NFPA REQUIREMENTS. 6. LI 7HT FIXT:iRES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTIQNAS NIGHT LIGHTS UNLESS SPECIFICALL Y SHOWN ,SWITCHED: 7, MECHANiCAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES - POWER t_T_I CONCEAL CIRCUITING IN CABINETRY. L21 15AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR CAB LUGHTING. 7 EQUIPMENT POWERED FROM HEAT PUMP ON ROOF -COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. i _:_J CENTER BETWEEN TOP OF MANTEL AND CEILING. 0t_ _J ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE ALL WORK WITH QWNER, IJ FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. REFER TO SAME FOR CIRCUITING. [:7] MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. Ia PROVIDE POWER FOR LANDSCAPE FEATURES IN MEMORY C7ARCEN COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE CONTRACTOR. 24 L2S IR IQ IP IN IL IK IH i IG IE IC 18 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone Effl 816 421 1262 fax F design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E, Tli pP'G O E11200498: ,o'. STATE OF . Z\ Js' // /'/%NAL'1E�/Z��I� ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - Second Floor - Area C2 92024 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 3I 4I JII • ❑1 UNITS MAY BE COMBINED IN THE FUTURE. DO NOT ROUTE ANY CABLE IN THE WALL THIS AREA TO ALLOW FOR INSTALLATION OF FUTURE DOOR. LOAD CENTER HOMERUN SCHEDULE _................................................... LOAD FEEDER I C R HOMERUN LCA 1 100 A I (3)#1/0 WIRE AND #6 GROUND ALUMINUM SER CABLE i (OR IN 1-1/4" CONDUIT) _ LCA2 100 A (3)#4 WIRE AND #8 GROUND ALUMINUM SER CABLE (OR IN 1 " CONDUIT) LCA3 100 A (3)#1/0 WIRE AND #6 GROUND ALUMINUM SER CABLE (OR IN 1-1/4" CONDUIT) _._.._. ..... ............... LCA4 100 A (3)#i/0 WIRE AND #6 GROUND ALUMINUM SER CABLE ORI 1-1/ CONDUIT) LCA5 50A 4 l D N ALUMINUM E 444 (OR IN I" CONDUIT) LCI i 100A :I (3) #1/0 WIRE AND #6 GROUND ALUMINUM SER CABLE (OR IN 1 1/2 CONDUIT) LCl2 100 A (3) #1 /0 WIRE AND #6 GROUND AL UMINUM SER CABLE (OR IN 1 1/2 CONDUIT) _._ LCl3 125 A (3) #2/0 WIRE AND #4 GROUND ALUMINUM SER CABLE j (OR IN 2" CONDUIT) LCl4 125A (3) #2/0 WIRE AND #4 GROUND ALUMINUM SER CABLE (OR IN 2" CONDUIT) 7 1 _ I d I ;, I F 1 7 1 ' I 4 I 1O 1 11 1 19 1 14 I id I it I iF 1 17 1 in 1 it] 1 on 1 71 7 00 IR 10 IP IN IM IL IK I IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone of it1 s 3,m' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �v,Wi 1iii1,,,, E-T1i o. E11200498' STATE OF °•� ND ANP ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - Third Floor 92N30 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 1 22 1 23 1 24 ULI SWITCH i STARTER EQUIPMENT MARK RATING POLES TYPE 0 2 GENERAL ELECTRICAL NOTES SIZE ENCLOSURE _T I Ai L WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ... ..... . ......... DS -3 R V.4 '1'� ............................ ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. ............ ........ HEAVY-DUTY DISCONNECT SWITCH .. ... ...... . INIA g� ------- ---- qEFEp HEIGHTS DETAIL ON SHEET 96. 01 FOR To MOUNTING MAINTAIN ADEQUATE .......... ----- ----------------------- f MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE 14 ------- EQUIPMENT, aKz= ALL MECHANICAL EQ COORDINATE EXACT OF 17 CLEARANCES PER NEC ........... .......... DS -4 DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 3 NON -FUSIBLE . . ............. HEA VY -DUTY DISCONNECT T SWITCH 4. 11A WCUT f7t OOR TO INSTALL FLOOR BOXES AND ALL ASSOCIA TED NEMA ELEVATOR ............. ... . ....... 1-1-11111111--_ ....... ............ MAINTAIN ADEQUATE CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. -A TIONS OF SMOKE DETECTORS WITH 5. COORDINATE EXACT LOC NT UAi- D CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA 2=6 I,'] T ILF) LNIT �R REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO SHOWN ... DS -5 Q z I FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY .. . .... .... :'HEA 'HEAVY-DUTY DISCONNECT SWITCH NIA --------------- SWITCHED, I --------ME I _CHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON . ........ .... .. . . MAINTAIN ADEQUATE ", ROOF C ORDINATE EXACT LOCATION WITH MECHANICAL -- ----------- ')NTRACTOR, L TE -X,,; C T NEMA CONFIGURATIONS TIONS OF RECEPTACLES CLEARANCES PER NEC 3 S A- SERVING EQUIPA,16VT WITH EXACT EQUIPMENT BEING FURNISHED. 3 ........... NON -FUSIBLE L, V,�f - ------- 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET96.01 FOR ..DS ... . N ......... 111-1-1.11 ........... PANELBOARD . . ........ --- ---- ------------------- ADDITIONAL WORK NO T SHOWN HERE. ----------- - ........... M. A, "A E 44 fl M P _J -------- �i _aK --- la� AH flFF 7' ie 1, �C)! !i ---------- f - ........... ........................................ KEYED NOTES - POWER - - --- - --------- A . . . . . . . . . -- -- ----- - - -----— * CONCEAL CIRCUITING IN CABINETRY. - L3N 15 AMP, 1 -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR 2] E FC -6 16 CAB LIGHTING. 6 L3N ------------- ---------- -------------- ------------ 18 EQUIPMENT POWERED FROM HEA T PUMP ON ROOF COORDINATE --------- E] N . ...... - ALL WORK WITH MECHANICAL CONTRACTOR, �fl! H E C30 4"1 4] CENTER BETWEEN TOP OF MANTEL AND CEILING. E 10 z '4 __J LL -ROUGH -IN AND CONNECT TO SALON WORK STATION PER Cv _7 - LL WORK r, MANUFACTURERS RECO MMENDA TIONS. COORDINATE A ......... .. 31 EM WITH OWNER. - ---- ------- TL I T -L3N FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF, ""k4, REFER TOSAME FOR CIRCUITING. "'A --- -------- 3N MG)UN T TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. M Uri - E PROVIDE POWER FOR LANDSCAPE FEATURES IN MEMORY F -2 TS GARDEN, COORDINA TE LOCATIONS AND POWER REQUIREMENTS H WITH OWNER AND LANDSCAPE CONTRACTOR. DI 6d� 1 BI 0 THIRD FLOOR - AREA Al 7A 0 It IL IK IH IG IF IE IC 1C IE A DISCONNECT SWITCH SCHEDULE - THIRD FLOOR AREA PLANS SWITCH i STARTER EQUIPMENT MARK RATING POLES TYPE DESCRIPTION SIZE ENCLOSURE SERVED NOTES ... ..... . ......... DS -3 30 .......... 3 ................ .......... 'NON -FUSIBLE ............ ........ HEAVY-DUTY DISCONNECT SWITCH .. ... ...... . INIA NE ELEVATOR TOR MAINTAIN ADEQUATE 14 15 1f 17 CLEARANCES PER NEC ........... .......... DS -4 .. 30 3 NON -FUSIBLE . . ............. HEA VY -DUTY DISCONNECT T SWITCH ....... ...... ........... NIA NEMA ELEVATOR ............. ... . ....... 1-1-11111111--_ ....... ............ MAINTAIN ADEQUATE CLEARANCES PER NEC ... DS -5 ........ . ..... . 30 3 NON -FUSIBLE .. . .... .... :'HEA 'HEAVY-DUTY DISCONNECT SWITCH NIA :NEMA I ......... ....... . ...... ELEVATOR . ........ .... .. . . MAINTAIN ADEQUATE CLEARANCES PER NEC 3 S A- 400 3 ........... NON -FUSIBLE ........ ....... HEAVY-DUTY DISCONNECT SWITCH NIA ..DS ... . N ......... 111-1-1.11 ........... PANELBOARD - REFER TO R'I'SER6ixM .......... R3SA 0 THIRD FLOOR - AREA Al 7A 0 It IL IK IH IG IF IE IC 1C IE A PEAF1'.SzON KENT C,ACKINLEY S, S�JITE F,.AAP ENGINEERS, LLC 2r,OV'ER'-AND P,�PK, KS 6620�- A z A G r, 7 R A 14 15 1f 17 1R 19 20 1 21 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois 7. Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design] Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weilhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E.TN O. E11200498' STATE OF Z\ ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addenclum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Power - Third Floor -Area Al &A2 Project Number: 2013.037 Copyright 2013 n A 1 1 2 1 3 1 4 1 5 DISCONNECT SWITCH SCHEDULE - THIRD FLOOR AREA PLANS 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 ZZ I eo Ir_`' SERVED NOTES DS -3 303 NON -FUSIBLE HEAVY DUTY DISCONNECT SWITCH NIA NEMA 1 ELEVATOR MAINTAIN ADEQUATE CLEARANCES PER NEC DS -4 30 3 NON -FUSIBLE q 01 DI CI BI A 1 Q9 SCALE: 1/8" = V-0" GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL R ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFF-P TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS, 5: I.,IGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. IP EYED NOTES - POWER CONCEAL CIRCUITING IN CABINETRY. L J 1 S APdIP, I -POLE CIRCUIT BREAKER DISCONNECT FOR ELEVATOR CAB LIGHTING, N EQUIPMENT POWERED FROM HEAT PUMP ON ROOF - COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. 0 CENTER BETWEEN TOP OF MANTEL AND CEILING. ROUGH -IN AND CONNECT TO SALON WORK STATION PER MANUFACTURER'S PECOMMENDATIONS. COORDINATE ALL WORK WITH OWNER. �6 FAN COIL POWERED THROUGH RESPECTIVE HEAT PUMP ON ROOF. M REFER TO SAME FOR CIRCUITING. I ' i MOUNT TOGGLE DISCONNECT AT EQUIPMENT IN ATTIC SPACE. PRO)VIVE POWER FOR LANDSCAPE FEATURES IN MEMORY GARDEN. COORDINATE LOCATIONS AND POWER REQUIREMENTS WITH OWNER AND LANDSCAPE CONTRACTOR. A R 7 R 9 10 11 1� 13 17 1 18 1 19 IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 I 816 421 8200 phone 6 3 E i iE saE, ii " 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f EiT�,n o. E11200498: .o', STATE OF . ��\ =9°•c . NDI A"o,, A, F ...... c, , /''/SS�ONAL 01 WO \\ \\\\ ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - Third Floor - Area B 92032 Project Number: 2013.037 © Copyright 2013 a DISCONNECT SWITCH SCHEDULE - THIRD FLOOR AREA PLANS I SWITCH 1 STARTER 1F0UIPMENT MARK RATING POLES TYPE DESCRIPTION SIZE ENCLOSURE SERVED NOTES DS -3 303 NON -FUSIBLE HEAVY DUTY DISCONNECT SWITCH NIA NEMA 1 ELEVATOR MAINTAIN ADEQUATE CLEARANCES PER NEC DS -4 30 3 NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH I N/A i NEMA I ELEVATOR MAINTAIN ADEQUATE CLEARANCES PER NEC DS 5 30 3 ' NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH j N/A NEMA I 'ELEVATOR MAINTAIN ADEQUATE CLEARANCES PER NEC DS-R3SA 1 400 3 NON -FUSIBLE HEAVY-DUTY DISCONNECT SWITCH ,NIA NEMA 1 ', PANELBOARD REFER TO RISER DIAGRAM i R3SA A R 7 R 9 10 11 1� 13 17 1 18 1 19 IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 I 816 421 8200 phone 6 3 E i iE saE, ii " 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f EiT�,n o. E11200498: .o', STATE OF . ��\ =9°•c . NDI A"o,, A, F ...... c, , /''/SS�ONAL 01 WO \\ \\\\ ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - Third Floor - Area B 92032 Project Number: 2013.037 © Copyright 2013 a nA 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 1 F_ q KI HI [411111111111111111111 FI EI DI CI BI ENLARGED UNIT PLAN - TYPE A -IL 1/4" = 1'-0" GENERAL NOTES 1. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 2. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 3. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE. 4. COORDINATE EXACT LOCATIONS OF RECEPTACLES AND SWITCHES IN BATHROOMS WITH MEDICINE CABINETS AND MIRRORS. REFER TO ELEVATIONS ON ARCHITECTURAL PLANS. 5. COOKTOPS SHALL BE PROVIDED WITH A DISCONNECTING MEANS. FURNISH PLUG & RECEPTACLE AS SHOWN ON PLANS, OR PROVIDE A 20A, 2—POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNCTION BOX. MICROWAVE/ RANGE HOOD ,OOKTOP NEMA 6-30R) ENLARGED UNIT PLAN - TYPE AB -IL 1/4" = 1'-0" PLAN KEYED NOTES El CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM—RE: LIGHTING PLANS FOR LOCATION. 21 SWITCH TOP HALF OF RECEPTACLE. MOUNT RECEPTACLE UPSIDE DOWN. REFER TO LIGHTING PLANS FOR SWITCH LOCATION. l PROVIDE NEMA 6-20R RECEPTACLE FOR PHP -1 AND NEMA 6-30R FOR PHP -2. COORDINATE EXACT NEMA CONFIGURATION OF RECEPTACLE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE EXACT LOCATION OF RECEPTACLE WITH MECHANICAL CONTRACTOR TO CONCEAL SAME UNDER PTAC IN SUB—BASE KIT. 4❑ LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC UNIT SERVING UNIT. REFER TO OVERALL PLANS FOR EXACT LOAD CENTER TYPE IN EACH UNIT. ENLARGED UNIT PLAN - TYPE AD -IL 1/4" = 1'-0" A , ') I I I d 5 6 1 7 1 8 1 9 1 10 1 11 PLAN KEYED NOTES JUNCTION BOX ABOVE DOOR—SIZE AS REQUIRED. COMBINE ALL CIRCUITS FROM RESIDENT UNIT AND HOMERUN IN SINGLE CONDUIT OR MC CABLE BACK TO PANELBOARD—REFER TO AREA PLANS FOR CIRCUITING INFORMATION. 6❑ HOMERUN BACK TO PANELBOARD—REFER TO AREA PLANS FOR EXACT EQUIPMENT SERVING EACH RESIDENT UNIT, AS WELL AS HOMERUN INFORMATION FOR THAT EQUIPMENT. ❑7 BOX AROUND LOAD CENTER WITH GYP. BOARD TO 94NINTAIN RATING OF WALL. RE.• ARCH. PLANS. ENLARGED UNIT PLAN -TYPE B -IL mwn v nn.+- CAII AOf`_Cr% I WIT DI AAI _ TYpF R91Ar..[.FI LEI -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE 132 -IL 1/4" = 1'-0" 1/4" = 1'-0" 12 13 14 1 15 1 16 1 17 118 1 19 1 20 1 21 1 22 IR IP IN IL IK IH IG IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management mss.. 817 Wyandotte Kansas City, MO 64105 „ 816 421 8200 phone ? " 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f .`` E'TH O _ No. E11200498 =.p'. STATE OF ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans 92051 Project Number: 2013.000 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Z AI 31 DISHWASHER DISPOSAL ELECTRI RANGE (NEMA 14-50R) MICROWAVE/ RANGE HOOD 1\Lf I\IVLI Vlf Vl1 ENLARGED UNIT PLAN - TYPE C -IL nor I^rn Arun WITCHES FOR ;ANGE HOOD NO LIGHTS RANGE HOOD ELECTRIC RANGE (NEMA 14-50R) I ENLARGED UNIT PLAN - TYPE D(ACCESSIBLE)-IL 1/4" = 11-011 Z I A F 1 7 R Q ENLARGED UNIT PLAN - TYPE D -IL 1/4" = V-011 )R) VIVI VWIL ENLARGED UNIT PLAN - TYPE E -IL 1/4" = V-011 1f1 11 10 1q 1d FRIGERATOR -ROW AVE/RANGE HOOD ECTRIC RANGE =MA 14-50R) ENLARGED UNIT PLAN - TYPE DD -IL 1/4" = V-011 PLAN KEYED NOTES P1 CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM—RE LIGHTING PLANS FOR LOCATION. 2 ] SWITCH TOP HALF OF RECEPTACLE. MOUNT RECEPTACLE UPSIDE DOWN. REFER TO LIGHTING PLANS FOR SWITCH LOCATION. —1 PROVIDE NEMA 6-20R RECEPTACLE FOR PNP -1 AND NEW 6-30R FOR PHP -2. COORDINATE DIACT NEMA CONFIGURATION OF RECEPTACLE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE EXACT LOCATION OF RECEPTACLE WITH MECHANICAL CONTRACTOR TO CONCEAL SAME UNDER PTAC IN SUB—BASE KIT. 4❑ LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC UNIT SERVING UNIT. REFER TO OVERALL PLANS FOR EXACT LOAD CENTER TYPE 1N EACH UNIT. JUNCTION BOX ABOVE DOOR—SIZE AS REQUIRED. COMBINE ALL CIRCUITS FROM RESIDENT UNIT AND HOMERUN IN SINGLE CONDUIT OR MC CABLE BACK TO PANEL804RD—REFER TO AREA PLANS FOR CIRCUITING INFORMATION. 6❑ HOMERUN BACK TO PANELBOARD—REFER TO AREA PLANS FOR EXACT EQUIPMENT SERVING EACH RESIDENT UNIT, AS WELL AS HOMERUN INFORMATION FOR THAT EQUIPMENT. F7 BOX AROUND LOAD CENTER WITH GYP. BOARD TO MANINTAIN RATING OF WALL. RE.- ARCH. PLANS. GENERAL NOTES 1. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 2. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 3. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE. 4. COORDINATE EXACT LOCATIONS OF RECEPTACLES AND SWITCHES IN BATHROOMS WITH MEDICINE CABINETS AND MIRRORS. REFER TO ELEVATIONS ON ARCHITECTURAL PLANS. 5. COOKTOPS SHALL BE PROVIDED WITH A DISCONNECTING MEANS. FURNISH PLUG & RECEPTACLE AS SHOWN ON PLANS, OR PROVIDE A 20A, 2—POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNC77ON BOX. 1RI 1Q I ')n I ')1 �© IP �INN IL IK IJ IH IAC IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone NMN 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 If %W11111111111 E. TF1 No. G E11200498 .o . STATE OF �v 4 - VD I 00P - VDI00P- ?G`�```` ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans 92152 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 E ,-----e„�-------- ,�,mmde_.-e. .ed�m�m .e..,..._.. ._..__<_�__.._ e._.e---------_,e.e,de.-------e. .��,e,eee,�.®.e e.ee.�.w.._<._._...e j Rdeee._._.eeee.,...._._._.e._,e.-,_,,._.,,,...,,,. __. .�..__......,_, R MICROWAVE/RANGE HOOD 11 LCI4 ELECTRIC RANGE (NEMA 14-50R) E GFI IT EF -1 REFRIGERATOR! it " ---- ;i _ i- DISHWASHER E..... ........_ ..,_,_. _._,.... _._.._ .......... ..,.._. x i a , e -r 3 t t : ......_.. _._...._. ......_... ____ _ .— --------- __�___.______._ j( Q s i •F _.__._._._._ ___ ______._._._._._. ___._._._._ LC F .> E � .................':. �.,1 .,.........._ 5�...m-i�- tt �~ t t a 3t { E ii I _ AWG 6,8 20 13 W LCI4 1 LC14 LCI _ - GF11W , j_...,,., LCI4 �.,=-��:�i E 33 _, I- ._ ..�_- _._.__ E P„1€ REFRIGERATOR i LCI _ - „ (d7HE LC E , f Y LC14 DISPOSAL € , _ ,., ; I I'F8 AWG 18 WIRE i l ----- DISPOSAL i — 11;2 36 —30R _. f8 i { - — NEMA - LCI4 LC14 LCI4- ' LCI4 DISHWASHER I ,{ t i 6,8 I i 0 12 ` LC13 !■ COTHE WASER 3I Gf1` 16 PHP -4 3 2,4 __ ,,__ , ,Ny_,,. , WW �f] i ( I.__._. __R_ I LCI LCI1 P LCI4 �` ` P 14-- 3 (NEMA 6 3 COOKTOP �� _� _ E ! 3 ._ ._ .> ,� ,._.___ _ _______ Ei t GFi - 3 �C 0 11 GEI 1 ^ �,_._ t 3 , ; GF 1 +, a [ GFIm i� { / ” " LCI4 MICROWA NGE HOOD LCI I � i ! I; _, I -�,:� W� WWW � _,,,,,, ___~�___ LCI LOAD CENTER LCI4 LCI4 3 v---------- 154'EI' ANGE HOOD y 16.8 11 E' "`' 8 tCli y DISPOSAL i„ LCI4 ; 114-50R)P1� mt , r; ; I LCI i E LCI4 i i.._E N i \� i ( Era E I T LC14 ; h F ❑ 13 t I E t REFRIGERATOR G LOAD CENTER LCl1 2 i LCI I i VV1 I f I E 3 3 3 A : i ! I y i 1 E E ,_,_,_,_,_. ` — LCI4 , r�� 5 i LOAD CENTER LC14it i LCI4 LCI4 . = E I� E ; m' u _ a v M 3 1 I r 5 �'' 11 1 , e i ! E i 8t ❑ ....... ._ .i i t E E� LCI4 I E i (� t i � C5 1 - t EE _ E E ! 1 i w 1 E LCI° \``. LlIl1 � i a it , i i � i -.. .. � ! i ._._._�___��.•- _____� t ? t E � { i I e E' ; pyp_ 1 � iE 1 1 ! i ' E t 1 1! E w L __ _._.__ _ __............_,_.._______ ____.___ r L� e 4 E —j I f 1 I I I 2 t�1 `"___.__._._._-_____,ylc"_�:::.::_.,_._...._.........................�,._. _ __. ❑ t I PNP 4 F I ° 1 -1- , E 3 iE ; � ."• .......... LCT4 f .................._............._........ >-� E _-._-,_,_,.,---„,,,,,,,--- -1 . -.-.__.._._.__,._._..........,._...._...._ _ .. ; E _,.__._,_._._._._...., .... _..._ _........... .._ . _._ _ .. __ 10,12 14 ._.. ..._._._._._._ _---------- -ST r i E E 1 � LC14 ` : 214 �- f8 WIRE � 3� 3� y - K __,_.__._.___ ____ _______ _ ___ _�___M �� _,_,_,___,_._._._._ ._,_,__,__,_,_.__, _ ____.__,_, ___._____-__._,_. � !I -_ , , a�E ;_._.........______—________________- ��L�”11_➢YASHER_._,_.................................._,......__m_.__.__,.e , ,.e.., , g -_�A ��_ �m�l CLOTHES DRYER (NEMA 14-30R) ENLARGED UNIT PLAN - TYPE S2 -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE F -IL ENLARGED UNIT PLAN - TYPE G -IL J1/4" = 1'-01' 1/4" = 1'-0" H PLAN KEYED NOTES H ❑1 CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM—RE: LIGHTING PLANS FOR LOCATION. 2❑ SWITCH TOP HALF OF RECEPTACLE. MOUNT RECEPTACLE UPSIDE DOWN. REFER TO LIGHTING PLANS FOR SWITCH LOCATION. i l 3❑ PROVIDE NEMA 6-20R RECEPTACLE FOR PHP -1 AND NEMA 6-30R FOR PHP -2. COORDINATE EXACT NEMA CONFIGURATION OF RECEPTACLE MANUFACTURER'S 1 , 'i G A::_._ ,__,,,.1 EXAC LOOCATION ROF RECEPTACLEOWlTH INSTRUCTIONS. ECHANICAL CONTRACTOR TO G REFRIGERATOR REFRIGERATOR ____,_____,___,__----____,__,__,_,_,_,__,____,__,___._.___._------------ .____.__------- .._._..E _,_,_,_,_,__._._.__,_,___.___________,_-____ .._._______,_,____,__, CONCEAL SAME UNDER PTAC IN SUB—BASE KIT. ! . i GFT: 48" i ` - ; -- i 48" 4 LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC Y ❑ I GFll E !: i t I ! t .. i..__ _,_.,__ _._. _ _ _ .. _ c. ! E E. \ i. , _.,,. __. �._,_,_,_,__,_,_,_,,_,_,_,,,,_,__�_,t.,.__,�:.,,._.,,_,.,,.,,.,.__.,._,,.,.._._._.___.�__,__,__,_,__,_,_,_,_,,,,,__,_„_,,,_,_____, .........__ ,_,_E,_, ,_._ ._.;�__ _ _ _,_._, _ , ; 'E NS FOR IXACT LOAD __, : .._ ❑ __,..,,.,_.__.,. _._. UNIT SERVING UNIT. REFER TO OVERALL PLA ' GFT E 1; _ GF7 G IN EACH UNIT E „_,,,,,,,,,,,,,,,,,,x.._„ , _,_„_ 3 CENTER TYPE t DISHWASHER (; DISHWASHER EF -1 FI e E ! \ t, e 3 ........................._v n,....r. E E i.t \ !; i ; j_...._,.... ` .., i..... .....,.....,.,.......d .,.,..y ' i! �_. _._.t . — 16 __,_,___,____.____ 3 i li 16 __,_.__ i i r' w - — ED. COMBINE ALL i LCI4 LCI4 = __ _ _ :_ . ______.._„ E LC14 LCI4 _ { i - I = 5❑ JUNCTION BOX ABOVE DOOR SIZE AS REQUIRED. I E 13 € 113 i I ; LCI4 i! ! E, Z ? CIRCUITS FROM RESIDENT UNIT AND HOMERUN 1N SINGLE CONDUIT OR t ; LBOARD—REFER TO AREA PLANS FOR € DISPOSAL DISPOSAL j IE........... F e e ! MC CABLE BACK TO PANE ,i CIRCUITING INFORMATION LCI4 \ \ ` \ < \ \` 3 { 1 i .V E LC14 ..�.. E{ ...,..i_..... ...,1 E i C 18 r, C y 18 I i L i I N i l ; I ` { i i 6❑ HOMERUN &4CK TO PANELBOARD—REFER TO AREA PLANS FOR EXACT i '; EMA 14-5 ELECTRIC RANGE U WELL AS HOMERUN _, � w` - N AS OR L Iii � EE , ! P ` ” � EQUIPMENT SERVING EACH RESIDENT R .- E .E...._ S 1 i i t 24 3 __,_______I _,_ ______ ____,__ ___, _,_,---,---------,____-` I; -� - ; . ;. ;` INFORMATION FOR THAT EQUIPMENT. -------_---------------_-----------_____ _._._.-----------_._._ _ LCI4 __,_ ___ _ _ _ _ ___.__ _. _ _._ _._ _._ __ ___.___._. _ _ ___ .._ _._.___._._.___._.. _ d 3 8 WIRE Z ! E �: ? t 15 RANGE HOOD ti (NEMA 14-50R) ELECTRIC RANGE LCI4 �E -. I' CM ,, — — lE ❑7 BOX AROUND LOAD CENTER WITH GYP. BOARD TO MANINTNN RATING 2,4 i 1 i�... LC14 , `. OF WALL. RE. ARCH. PLANS. MICROWAVE�'RANGE HOOD-- ; \_, _ _,... _ __ ___. __,__ .,,.,__, �._ . y 20 _ :_ T - __{ _a ;k ;I _ _ ?� i i I `;♦`8 WIRE 11 SWIT CIES FOR RANGE HOOD AND LIGHTS 10,12 r i E E ___,__,______________ ____________ ____,_,___ __ -___ ___ LCI4 LCI4 I j ____,__,__,___,____._.__._._.__ __._.__.__ _ ____ _ _, __ _-- i w , 15 LC14 E E ___,.,._._. _,__ __..___,._,___________� p�__ _____ ___ LC14 i! GENERAL NOTES SWITCHES FOR '} � I ` - � i — '--� �” i u Gf 1 . LC14 i E 3 20 RANGE HOOD AND LIGHTS ,'CLOTHES DRYER 1 3 __,_....- CLOTHES DRYER E 1# LC14 °, LCI4 LC14 LC NEM-fi#3QR) (NEMA f43R) ' LCI4 i 1. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING --------------- CLOTHES CLOTHES WASH EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 2 NS OF ALL MECHANICAL EQUIPMENT WITH LOAD CENTER LC14 COORDINATE E7G4CT LOCATIONS ' 4 MECHANICAL CONTRACTOR. 4 LOAD CENTER LC14 EF— - LC14 '; EF -1 LC14 D E �� J. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE D 9 9 4. COORDINATE EXACT LOCATIONS OF RECEPTACLES AND SWITCHES IN LCI4 3 r LCI4 BATHROOMSE D MIRRORS. REFER TO LC1,4 5 ELEVATIONS ON ARCHITECTURAL PLANS AN 5 j E ij E i F li i ! 5. COOKTOPS SHALL BE PROVIDED WITH A DISCONNECTING MENUS. FURNISH " PLUG & RECEPTACLE AS SHOWN ON PLANS, OR PROVIDE A 20A, E Ila I E p 1 S i F ❑ �X�.ip ❑ 2—POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNCTION BOX. 2 9^f V, F E j 2 3 ! C ____ __ 2 .........................................LCI4 1 I 2 E ___...,..- __.__- `,_._._...._,_.__. _-...,,.Uzi k e F,.\ -------- ----------------------E Z E E PHP -4 t/�- _._...._ SN V � � I 3 I E E{ i� E I � f I E _.� E `� \\ ----- Ulu T E Com, 8 WIRE ! k EE E ..... - - �z.-xu t .�_:,t':. ..__....__. . 3 E LCI4CT___-__.___. r T 18 WIRE 1 B B N ENLARGED UNIT PLAN - TYPE S8 -IL ENLARGED UNIT PLAN - TYPE S8(ACCESSIBLEHL 1/4" = 1'-0" 1/4" = 1'-0" PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM - A A 1 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTrip lett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f `p E. TF1 O No. 0 E11200498: _ �., STATE OF Qr . , Si0NZ e%%'1` ISSUED nnnm��) /rj ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans Project Number: 2013.000 © Copyright 2013 R DI CI :1.1 IIIIIIIIIIIIIIIIIIIN P% A 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 1 c -r ENLARGED UNIT PLAN - TYPE A -AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE A2 -AL 1/4" = V-0" GENERAL NOTES 1. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 2. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 3. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE. 4. COORDINATE EXACT LOCATIONS OF RECEPTACLES AND SWITCHES IN BATHROOMS WITH MEDICINE C48INETS AND MIRRORS. REFER TO ELEVATIONS ON ARCHITECTURAL PLANS. 5. COOKTOPS SHALL BE PROVIDED WITH A DISCONNECTING MEANS. FURNISH PLUG do RECEPTACLE AS SHOWN ON PLANS, OR PROVIDE A 20A, 2 -POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNCTION BOX. ENLARGED UNIT PLAN - TYPE B -AL 1/4" = 1'-01, 00%.0%_0%.4 PLAN KEYED NOTES F1 CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM—RE: LIGHTING PLANS FOR LOCATION. 2❑ SWITCH TOP HALF OF RECEPTACLE. MOUNT RECEPTACLE UPSIDE DOWN. REFER TO LIGHTING PLANS FOR SWITCH LOCATION. F3 PROVIDE NEMA 6-20R RECEPTACLE FOR PHP -1 AND NEMA 6-30R FOR PHP -2. COORDINATE EXACT NEMA CONFIGURATION OF RECEPTACLE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE EXACT LOCATION OF RECEPTACLE WITH MECHANICAL CONTRACTOR TO CONCEAL SAME UNDER PTAC IN SUB -BASE KIT. 4❑ LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC UNIT SERVING UNIT. REFER TO OVERALL PLANS FOR EXACT LOAD CENTER TYPE IN EACH UNIT. JUNCTION BOX ABOVE DOOR -SIZE AS REQUIRED. COMBINE ALL CIRCUITS FROM RESIDENT UNIT AND HOMERUN IN SINGLE CONDUIT OR MC CABLE BACK TO PANELBOARD-REFER TO AREA PLANS FOR CIRCUITING INFORMATION. HOMERUN BACK TO PANELBOARD-REFER TO AREA PLANS FOR EXACT EQUIPMENT SERVING EACH RESIDENT UNIT, AS WELL AS HOMERUN INFORMATION FOR THAT EQUIPMENT. ❑7 BOX AROUND LOAD CENTER WITH GIP. BOARD TO MANINTAIN RATING OF WALL. RE., ARCH. PLANS. ENLARGED UNIT PLAN - TYPE 132 -AL :LOTHES DRYER NEMA 114-30R) l 'LOTHES WAHSER 9 42 ICROWAVE EFRIGERATOR IR IQ IP IN IL IK IH IG IF ID IC ENLARGED UNIT PLAN - TYPE C -AL 1/4" = 1'-0" 1/4" = 1'-01• A A I; 7 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax ' design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ��pun i nu�iii E. T H No. E 11200498 .p'. STATE OF �v. iiS"810NAI lr j�n� ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum #1 23 September 2013 Q ASI #1 31 October 2013 Q3 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans 92054 Project Number: 2013.000 © Copyright 2013 2 1 3 1 4 5 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 15 1 16 1 171 18 1 19 20 21 1 22 1 23 1 24 41-6112" `4� Sim 5 1 A1 9 2"-2"- 21-4112" 71-71/2"` 4 3/4" Concrete patio at 44.04 Cast stone hearth (10305) A11 first floor, Re - 45.04 3/4" Structural. Deck at 5 above, Manhattan Style Line of cast stone mantel 1'-6 3/4" 61-0 51-811 IL Dining H second and third 5A Main Hall 7'-4 -1 F4 floors per s C14 ��-.'Wrought iron section. R F4�,- R i Li I Gas fireplace (10305) 1 W- / 0 railing system - C7 5AA6 5A -----F5-A Paint (05721). Ek- I Center post 45.04 5A between columns, �5A typical. IL Mai c1r) J� Gas fireplace (10305) 13 8A Line of cast stone mantel L -LI Line of cast stone mantel Line of cast stone mantel 5B 5A �5A �5A �ffl H1 C114 PHP, Refer to Q above, Bradley Style N12 Cn 54.08 Q I above, Manhattan Style above, Carmel Style Cn C> Mechanical. Gas fireplace (10305) 1 --�57A Cast stone hearth (10305) C9 7T - i CID < 05) Typical CL Cast stone hearth (10305) 41 Fst N17 Eniarge' Plan - Unit E Patio _PLAN PI Enlarged Fireplace Plan -Library C1 38 P5 Enlarged Fireplace Plan - Main Hall C1 19 PLAN P10 Enlarged Fireplace Plan - Grand Parlor C1 16 PLAN P2o a - NORTH T NORTH 1/4" V-0" ------ 1 114" 1 t-0#1 j il 11 < NORTH 31.01 1/4" 1'-0" P 31.02 0 1' 2' 4' 31,02 0 1' 2' 4* 31.02 1,4 -011 0 0 11 z 4' - CN (As Manufactured RA 0s) (3s) 4s) P1 I f 10 314", -7 3/4" fireplace unit (10305) - rA 1 5'� 0 i: T Handrail (06402) 31.0 5'-10 1/4" 4'- 111' 3 - J18 154.01 1 -6 1/2" C- N15 Enlarged Plan N 6 1/2' qL IL Mail C1 ", 1. TH 10-1 A FF t P Wrought iron N r x N <-NeR 31.02 1/4 -0 i railing system. -L--j 1 - 11 1 -1 1 - - -'N N I I I " a 91 21 4' 9;."> i _j- --- : 7T, - - I CY) Sim 19 [ J3 L3 C) HI \ - Paint (05721). 0? A19 C*4 -ji 0 Center post H plea 404 I I 9�-1 1 1/2" U11 between columns, 7 Library /'N!5 Co I&- - rT, 01 Ir .111 Bistro I C103 Grab bars (10801) 5i Paper towel typical. 2.05i 31.02 Cq Toilet Tissue Mirror (08800) M F- dispenser (10801) 10; - 10 0 1/4" T -O" F- N 3- M -7 7'- 1 7/:Zl Dispenser (10801) - C%4 It cr), IL Mail Framed opening,' 4- 30"x48" forward Toilet 6 A18 54.01 �Ilr I 52�04 J10 V-6 3 Tk Im, approach at sink Concrete I co V - Head height- 6'-111/4" 6-5 1/2 T" /' 2705>J7 A.F.F. 4'-11 314" IL patio at t13 !I- =B 60" Dia. clear first floor, Re: Low !-2 V- 24 /2 T-8 1/2"1 1 -< floorspace Structural. Deck 5B �-.'-C6-10 1/2" 9 77"'� at second and 60"x66" clear, third floors per L at toilet 16-8 112" 6-011 P10 ` section. 12 PHP, Re - 4B tor - Mechanical. Manufactured A6 Private fireplace unit (10305) 11 B Dinin A I �n K15 Enlarged Plan - Public Toilet AN --K2o-] Enlarged Plan - Unit F Patio (is)-- RJ+Lj C136A Framed opening, PL PIAN r--- ---- Ir ZN T 1/4" 1!-0" FX/1' Grand Al 8/54.01 3102 1/4' V-0- <-NOR H 31.01 z 4; < N= K K FK - . 'z 0 1' 2' 4' Parlor Head height- /4" - -9 7t A.F.F.Wrought iron railing system. 6-8" cli cli 3s) S) CL 61- -8" rt 66 - 5 Ov 4s 61 8" A 13 1 T 101-111/2" K5 Paint (05721). Center post Fire 2 between columns, typical,. F' i,5s � �-08 'Typical FiLl _- - A6 extingulsher/cabinet). 7A A (10522, 10523) IL -6 112" B 6 1/2 12'-0" L 4'-0 1/2" A S 7-9ilL T-5 1/2" Q8 54.01 21-0" T L J8 TYP- 4B I I A I t----1 Al CY) (-4j 13 Loj W�-- � Es) (Es) Gmnd --E c? A - CNI Stair UP 002'-9 1/4" W co 2'-91 /4" C? rn (Ks�- B S101 1. - �50.09 t I I ��AIQ Sim Es� 0.ar- - IF -EQ-- EQ-- L T -I 1/2"" 14'-1 O'l 54.10 ------------ 681-21121 A20 Manufactured H W H fireplace unit (10305) IF Main I all Al IL Lobb Vestibule Reception Co C� A6 A16 5104 ao ILI M 5U 08 V rn In �E77 -�M I 4F-2 Hs T 3/4" 314" C14 bo I A [qj PNP, Re: M � �-o 4- L IL Dining P5 z PHP, Re- Mechanical. Mechanical. �IF 13� 7t 11 3 1. Gre Cn L W r Concrete patio at first floor, 31.02 33'-4112" 0 31-8" 15'-4 1/4" 161-011 24-4 1/4" -T- 33-4112" 00 Re- Structural. Deck at G L G second and third floors per -Xels CIA 10 section. \-L/ - Privacy wall. Not located at (Ks��. 12'- 0" 10 0 -------- -- U?- LID Unit DD 210 or 310. Ls I -f 52-0 Recepti B.O.M.M. fl - Fire extinguisher/cabinet Office F15 Enlarged Plan - Reception C120 AN F19 Enlarged Plan - Unit D Double Patio I C12011 '�jj 0121 C'14 4'-10 112" Q8 / 54.0 A6 L1 31.02 1/4" 1'-�O' 31.01 1/4" V-0" 0 1' 2' 4° F (10522,10523) PLAN F <-NOR H (Ms}- B A ir Concrete patio at first floor, Re- Structural. T-6 1/2" L= --- Storal e FBT .9;7 0t; PHP, Re: Mechanical. Deck at second and third floors per section. LLI 34fl Sinks re: Note: For bistro z C:) opy Food equipment, refer to 5 4 0j B 3s F NI 122 n s Service Sheet 61.01 k123", �91 T-5 3/4 T-5 3/4" IF 1-5 1/4" ,-F2'-8 1/2" 2...,-1 1/2" -111/2 1 1 OTI - 7: -1 C 11 L4 drawings CID L 11 V-10 3�4" T 2" 5'-0" L Cn 12'4 1/4" E (Z 0 > L PHP, Re: F- --1 C1 I II 5AN 1-10 '-0" 9'-1 OFF E.Q.EDI ff 1 1 16F -I 1/2" Mechanical. Kjtchen Mce 1 6-2 3/4 CID1 A14 III - IIL�7JI Conferenbe U 1 3'-7 1/2" -41/2 11 A �3' 54-10 9 Toilet C123 q. - 13 13 LL L--jll j- 04 L4 1 4 1 F, 1 13 ".0 r: 01 +- 1 k- -�p rKi 5 12 Cn CO \A/ `12 Bistro 6 112" .0 L EQ &4 -21 8'- 10 1/2" R=4n Hot p Tates 9 5 9 - 6112- " CN "It ' - ' - ' - '"' D -1 1 -15 --, I D F I i N t----. I F- CL i GI El Wrought Iron railing system. Paint L-1 IT Ll ------ Sales zn J19 (05721). Center post between HI 42.01 K5 3� r Office 77 1 E6 52.04 E 16 153 C>54.08 :52:(:)5> N 6 columns, typical. 54-08 Chef CN Typical Typical 58 E12 5 LC 125 Enlarged Plan - Unit C Double Patio � F&-,] 3f-0" Corridor ===F[31 c19 A.D. ty), - .1 ---L Hot foodr ___r C14 $'-71/4" 11, Lounge I -LEI 71 31.0 1/4"-1''4"0 1' 2' 4' C Office 00 1C �1 L well C128 C126 5 Alt -I KEY PLAN Fire Storage 04 r r 0134 _C14 c� Q �27 -I' - OFF r ----------- -T-1 7A B A 12 LO J14 r 7 1 FI) IiR A All _11 Sinks re. (Ps IF E B 4 101 Food Cold food well B Han rail (06402) F1 F13 N 1 4 Al Service J18 54.01 54.07 54.07 �42M�F 54.07 Dimensioning Notes: drawings Refrigerator N 4,01 Dimensions are to face ofwall framing deli case 3 14J J-",bet� between typica Line cast r Li ov of r TL:7 7ab e' B Gas fireplace 31 =0 Toilet J6 J10 M:< Refer to enlarged unit plans for Al First Floor Plan - Area B PLAN additional dimensions and information A15 Enlarged Plan - Bistro C1 15 PLAN ---- r---L--f ------ <-NORTH < NORTH 1/8" = V-0" 0 2' 4' 81 31.02 1/4'R=11-0" r--1 --- 1---1 A 0 1' 2' 4' 1A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 110 1 11 1 12 1 13 1 14 1 1.9 1 16 1 17 1 18 19 1 20 1 21 22 1 23 1 24 Carmel Senior Living SW quadrant of 1'36th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Manaqernent 817 Wyandotte Kansas City, MO 64105 . . ...... 816 421 8200 phone W� 816 421 1262 fax design with insight.com Structural Engineer Bob D- Campbell & Company, Inc_ 43.38Belleview Kansas City, Missoun 64111 816531,4144 p / 8165318572 f Mechanical I Electirical / Plumbing Engineer Pearson Kent McKmely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Civerland Park, Kansas 66214 913.4921400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N- College Avenue Indianapolis, IN 46280 317.846.6611 p / 317843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 9133621800 p 19133622609 f AR11200135 STATE OF fit H I -f 1613.07.11 -Jl? , 16:39:00 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By JBT Enlarged First Floor Plan - Area ■ Pr*ct Number 2013037 Copytht 2013 AI n ' L s 4 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 ZU 11 LL `T ENLARGED UNIT PLAN - TYPE C(ACCESSIBLE)-AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE D -AL ENLARGED UNIT PLAN - TYPE E -AL 1/4" = T-0" IR IQ IP IL IK IH PLAN KEYED NOTES ❑1 CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM—RE LIGHTING PLANS FOR LOCATION. ❑SWITCTOP HALF F RECEPTACLE MOUNT RE LIGHTING G DOWN• REFER TO PLANS FORS CHC LPOCATIONUPSIDE PHP PHP 3 PHP -1 3 pyp 1 1 PHP— ri° 3 FOR PHP -1 AND NEMA 6_ 30 R PTACLE R ❑❑❑6 PRODE NM6—20R RECEPTACLE -2 -1 CL OF RECEPTACLE A E FOR PHP -2. COORDINATE IXACT NEMA CONFIGURATION ......... ............. j...... ...._..... .. .....,, . WITH MANUFACTURER'S INSTALLATONINSIUC10NS._._._._._ COORDINAIF.- ....-.. ,.... "I"! .... ....._... .... ...... _ EXACT LOCAAON OF RECEPTACLE WITH MECHANICAL CONCTOR TO TRA iEiS,>t ... ........... (iEFIEEikiE CONCEAL SAME UNDER PTAC IN SUB—BASE KIT. . - LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC ,EIitt1 UNIT SERVING UNIT, REFER TO OVERALL PLANS FOR EXACT LOAD6 '� �j( - TYPE IN EACH UNIT. FCENTER JUNCTION BOX ABOVE DOOR—SIZE AS REQUIRED. COMBINE ALL CIRCUITS FROM RESIDENT UNIT AND HOMERUN IN SINGLE CONDUIT OR —_ MC CABLE BACK TO PANELBOARD—REFER TO AREA PLANS FOR _._._._CIRCUTNG INFORMATION i --- HOMERUN BACK TO PANELBOARD—REFER T0 AREA PLANS FOR EXACT ' EQUIPMENT SERVING EACH RESIDENT UNIT, AS WELL AS HOMERUN j; INFORMATION FOR THAT EQUIPMENT l E Jf .._...., i i GENERAL NOTES i.._. _ ` e....i. F RECEPTACLES SERI/NG i . EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED.V,..�.—...— 3 j��ei lI 2. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH G,❑...6...i.m�E€eIiEi D ! � MECHANICAL CONTRACTOR. A :i...P ., .b EE'jE i E '��J. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE f E E E [ t OF RECEPTACLES AND SWITCHES IN4 COORDINATE EXACT LOt CA710NS S EER TO BATHROOMS WITH .. ELEVATIONS ON ARCHITECTURAL PLANS. ; 5 E ` j ,,-" ' ` n _.._s E i 5 ED W17H A DISCONNECTING MEANS. FURNISH E C00 KTOPS SHALL BE PROVIDED J J 1 1 1 1 ❑ ❑ ❑ ❑ 1 _ __.' _ ___ E R PROVIDE A ❑ i i PLANS, 0 2614, PLUG &RECEPTACLE AS SHOWN ON P C 2—POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNCTION BOX. 31 A ENLARGED UNIT PLAN - TYPE MA 1/4" = V-0" A F ENLARGED UNIT PLAN - TYPE MC 1/4" = V-0" R 9 10 11 19 1'1 ENLARGED UNIT PLAN - TYPE MD 1/4" = 1'-0" 14 15 16 1 17 1 18 1 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plea Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone E�BCe f E t' IE ' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH No. ' E11200498 oo STATE A E OF :4r c o P. ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 2Q ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans Project Number: 2013.000 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI :)I AI (NEMA 6-30R) I MICROWAVEIRAN( ENLARGED UNIT PLAN - TYPE B(ACCESSIBLE)411L 1/4" = 1'-0" PLAN KEYED NOTES 11 CONNECT TO SWITCH FOR EXHAUST FAN IN BATHROOM -RE LJGH77NG PLANS FOR LOCATION. SWITCH TOP HALF OF RECEPTACLE. MOUNT RECEPTACLE UPSIDE DOWN. REFER TO LIGHTING PLANS FOR SWITCH LOCATION. L�J PROVIDE NEMA 6-M20R RECEPTACLE FOR PHP- I AND NEMA 6-30R FOR PHP -2< COORDINATE EXACT NEMA CONFIGURATION OF RECEPTACLE WITH MANUFACTURER'S INSTALLA77ON INSTRUCTIONS, COORDINATE EXACT LOCATION OF RECEPTACLE WITH MECHANICAL CONTRACTOR TO CONCEAL SAME UNDER PTAC IN SUB -BASE KIT. LOAD CENTER FOR THIS UNIT TYPE VARIES DEPENDENT UPON PTAC UNIT SERVING UNIT, REFER TO OVERALL PLANS FOR EXACT LOAD CENTER TYPE IN EACH UNIT, JUNCTION BOX ABOVE DOOR -SIZE AS REQUIRED, COMBINE ALL CIRCUITS FROM RESIDENT UNIT AND HOMERUN IN SINGLE CONDUIT OR MC CABLE BACK TO PANELBOARD-REFER TO AREA PLANS FOR CIRCUITING INFORMATION, HOMERUN BACK TO PANELBOARD-REFER TO AREA PLANS FOR EXACT EQUIPMENT SERVING EACH RESIDENT UNIT, AS WELL AS HOMERUN INFORMATION FOR THAT EQUIPMENT. GENERAL. NOTES I. COORDINATE EXACT NEMA CONnGUR4rONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 2. COORDINATE EXACT LOC47IONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 3. ALL CIRCUITING WITHIN THE LIVING UNITS MAY BE NM CABLE 4. COORDINATE EXACT LOCA71ONS OF RECEPTACLES AND SWITCHES IN BA774ROOMS WITH MEDICINE CABINETS AND MIRRORS. REFER TO ELEVATIONS ON ARCHITECTURAL PLANS. 5. COOKTOPS SHALL BE PROVIDED WITH A DISCONNECTING MEANS. FURNISH PLUG & RECEPTACLE AS SHOWN ON PLANS, OR PROVIDE A 204, 2 -POLE DISCONNECT UNDER EACH COOKTOP NEXT TO JUNCTION BOX. ENLARGED UNIT PLAN - TYPE S7 -IL 1/4" = 1'-0" 7 R d s R 7 R A in 11 10 11 1d 17 10 1o n �C IP �IIXT IL IK I IH �V IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816,421 8200 phone MEM 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. T No. E11200498. .p'. STATE OF:�V ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Power - Enlarged Unit Plans 92156 �11 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 23 1 24 F_ q 11 AC -1 iF I 1 3 HI GI FI EI DI CI g GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. W......... __.. ___. <COORDINATE EXACT LOCATIONS FALL MECHANICAL EUIP NT DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. PANELBOARD KP1 31 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH (TWO SECTIONS) CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA 47 49,57 KPI REQUIREMENTS. t � 3 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO KP1 STORAGF FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN cI34 SWITCHED. STL 17. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON SL1 FCS ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL _ ............. ......... ...._.. .. KPI - 3 CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES �" rR 53,55 49A w www ww SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR 26Ai n FG7 KP1 26 4g 48„ ADDITIONAL WORK NOT SHOWN HERE. . € KP7 r ST 19 KPI 27 KPI„ STL1 c133 21E;5 STL I STL 1 9 ,_. KEYED NOTES - 3 3 7 STL I 29A 41A E: 3 ENLARGED PLANS KP1 24A 1 > 28A 8,10.12 KDS 1 8 KP1 23 25' gg� 82,84 LIN' ., 48 48 1 ,I GF/ 48 EM 1 I ? KPI KP1 \ EM { 1 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -3 (EMERGENCY ST 50A48"'': w BOILER SHUTOFF), THEN HOMERUN. J 37 GFI RREMOTE EMERGENCY BOILER -OFF PUSHBUTTON. CONNECT TO 6 1 1221 - 39A KP 1 REMOTE CONTROL SWITCH RCS -3 TO DISCONNECT POWER TO KP1 1 t 50 BOILERS - RE: DETAIL ON SHEET 95.01. F 1 SWITCH WITH ....1 i KPI KPI ;? LIGHTING KPI El EXHAUST FAN START/STOP PUSHBUTTON MOUNTED ON HOOD. 15--- _ COORDINATE EXACT LOCATION WITH KITCHEN EQUIPMENT SUPPLIER. 3 14,76 I. '`1 roi eI y EXTEND TO RESPECTIVE EXHAUST FAN ON ROOF, KPI, 29 KP1 GFI 41A 2,46 16A 6 J F CONNECT TO JUNCTION BOX ON TOP EXTERIOR OF WALK-IN FOR PRE- KDS 2 I0 35 WIRED DOOR LIGHT AND DOOR HEATERS AND FIELD -WIRED CENTER ,a a #4 WIR. 30A / 48 _ ..� `_ y LIGHTS. J 31C P1 24 a CONNECT TO JUNCTION BOX ON TOP EXTERIOR OF WALK-IN FOR PRE- KP1 J 3tE J J 31D � � i F � { WIRED DOOR LIGHTAND DOOR HEATERS AND FIELD -WIRED CENTER 38A 1 AX LIGHTS, HEATED PRESSURE RELIEF PORT, AND DRAIN LINE HEAT TAPE. 15A 33 9 �' A {. KITCHEN EQUIPMENT CONNECTION SCHEDULE ITEM ITEM NAME / DESCRIPTION CONNECTION MTG. HT. VOLTS/PH { WP/GFA - 1 r 3! HARDWIRED - -- S -- - H A .RDWIREO HARDWIRED HARDWIRED D`'" CORD & PLUG 84" 4- 0°_t13V/ 8.4" 48" 120V/ IPH tPH 1201, IPH 208V11 IPH 120V / 1 PH 4.0 2.2 6.0 11.8 7.0 1,2,3 1,2,3 123 1,2,8 X2,8 1 IA DOOR LIGHT & HEATER, LIGHT 4 EVAPORATOR COIL 1C DOOR LIGHT&HEATER, LIGHT 1D REFRIGERATOR CONDENSING UNIT 4 c I" FR 11 3j OOD PROCESSOR KP 1 43 S � i I CORD & PLUG CHEF _ 10.0 iE iii CHI 3i FE {F 3 {F { { i § s {{ ImpD MIXER AND STAND 1 2t 12OV / 1 PH 16.0 1, 5, 6 13A 15A 16A STEAMER AND STAND REFRIGERATED BASE SLICER 1 E i. {{ { W , ate:. awn" w,zc aa�a¢acc. a�vsxaawa}a� { 42" 24" 48" 3 , 1 i 1 17A 18A } 3 4y= CORD & PLUG CORD & PLUG 24" 48" 120V / IPH 120V / 1 PH 10.0 - - 0 - 10.0 1 1 18B 1 =£ } �E I EXHAUST HOOD Orr SroPAeF C30 �y 19A HOOD LIGHT SWITCH - HOOD FIRE SUPPRESSION SYSTEM HARDWIRED HARDWIRED 48" + 8' 0" 12,9V" IPH 120V f 1PH 200__- 1 _ 1 1 19B F {; REMOTE HOOD PULL STATION HI GI FI EI DI CI g GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. W......... __.. ___. <COORDINATE EXACT LOCATIONS FALL MECHANICAL EUIP NT DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. PANELBOARD KP1 31 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH (TWO SECTIONS) CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA 47 49,57 KPI REQUIREMENTS. t � 3 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO KP1 STORAGF FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN cI34 SWITCHED. STL 17. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON SL1 FCS ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL _ ............. ......... ...._.. .. KPI - 3 CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES �" rR 53,55 49A w www ww SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR 26Ai n FG7 KP1 26 4g 48„ ADDITIONAL WORK NOT SHOWN HERE. . € KP7 r ST 19 KPI 27 KPI„ STL1 c133 21E;5 STL I STL 1 9 ,_. KEYED NOTES - 3 3 7 STL I 29A 41A E: 3 ENLARGED PLANS KP1 24A 1 > 28A 8,10.12 KDS 1 8 KP1 23 25' gg� 82,84 LIN' ., 48 48 1 ,I GF/ 48 EM 1 I ? KPI KP1 \ EM { 1 ROUTE THROUGH REMOTE CONTROL SWITCH RCS -3 (EMERGENCY ST 50A48"'': w BOILER SHUTOFF), THEN HOMERUN. J 37 GFI RREMOTE EMERGENCY BOILER -OFF PUSHBUTTON. CONNECT TO 6 1 1221 - 39A KP 1 REMOTE CONTROL SWITCH RCS -3 TO DISCONNECT POWER TO KP1 1 t 50 BOILERS - RE: DETAIL ON SHEET 95.01. F 1 SWITCH WITH ....1 i KPI KPI ;? LIGHTING KPI El EXHAUST FAN START/STOP PUSHBUTTON MOUNTED ON HOOD. 15--- _ COORDINATE EXACT LOCATION WITH KITCHEN EQUIPMENT SUPPLIER. 3 14,76 I. '`1 roi eI y EXTEND TO RESPECTIVE EXHAUST FAN ON ROOF, KPI, 29 KP1 GFI 41A 2,46 16A 6 J F CONNECT TO JUNCTION BOX ON TOP EXTERIOR OF WALK-IN FOR PRE- KDS 2 I0 35 WIRED DOOR LIGHT AND DOOR HEATERS AND FIELD -WIRED CENTER ,a a #4 WIR. 30A / 48 _ ..� `_ y LIGHTS. J 31C P1 24 a CONNECT TO JUNCTION BOX ON TOP EXTERIOR OF WALK-IN FOR PRE- KP1 J 3tE J J 31D � � i F � { WIRED DOOR LIGHTAND DOOR HEATERS AND FIELD -WIRED CENTER 38A 1 AX LIGHTS, HEATED PRESSURE RELIEF PORT, AND DRAIN LINE HEAT TAPE. 15A 33 9 �' A {. KITCHEN EQUIPMENT CONNECTION SCHEDULE ITEM ITEM NAME / DESCRIPTION CONNECTION MTG. HT. VOLTS/PH WATTS ^ AMPS NOTES 1 WALK-IN REFRIG. AND FREEZER - HARDWIRED - -- S -- - H A .RDWIREO HARDWIRED HARDWIRED D`'" CORD & PLUG 84" 4- 0°_t13V/ 8.4" 48" 120V/ IPH tPH 1201, IPH 208V11 IPH 120V / 1 PH 4.0 2.2 6.0 11.8 7.0 1,2,3 1,2,3 123 1,2,8 X2,8 1 IA DOOR LIGHT & HEATER, LIGHT IB EVAPORATOR COIL 1C DOOR LIGHT&HEATER, LIGHT 1D REFRIGERATOR CONDENSING UNIT FR 6A OOD PROCESSOR 7 BLENDER CORD & PLUG 48" 120V11PH 10.0 1 18 ImpD MIXER AND STAND G CORD & PLUG 2t 12OV / 1 PH 16.0 1, 5, 6 13A 15A 16A STEAMER AND STAND REFRIGERATED BASE SLICER HARDWIRED CORD & PLUG CORD & PLUG 42" 24" 48" 208'v /3PH 120 V / IPH 120V / IPH 29.8 5.4 2.5 1 i 1 17A 18A WORK TABLE WORK TABLE CORD & PLUG CORD & PLUG 24" 48" 120V / IPH 120V / 1 PH 10.0 - - 0 - 10.0 1 1 18B 19 EXHAUST HOOD 19A HOOD LIGHT SWITCH - HOOD FIRE SUPPRESSION SYSTEM HARDWIRED HARDWIRED 48" + 8' 0" 12,9V" IPH 120V f 1PH 200__- 1 _ 1 1 19B 19C REMOTE HOOD PULL STATION HARDWIRED 48" N/A - -- OVEN FAN MOTORS CORD & PLUG 48' 120V' 1PH 12.0 1,5,6 24A _- j �'I CORD &PLUG CORD & PLUG CORD & PLUG CORD & PLUG T -- - CORD & PLUG CORD & PLUG CORD & PLUG -T CORD & PLUG �� CORD & PLUG -^ 24 4" � - 4" 4" -- _ 4" STUB UP i NOT U5E'7 --STUB UP STUB UP i - STUB UP 120VIIPH ,20V l 110H I20ir % 1PH 120V 11 PH 208Vi IPH 120V / 1 PH 120V/1PHvrym 1120V I IPH 120V/IPH 11.3 5.1 15.0 8.6 16.7 18.4 - 6.3 1,5,6 1,576 1,5,6 1,5,6 1,5,6 1 1 1 1 26A HEATED CABINET 27A WORK TOP REFRIGERATOR 28A CONVEYOR TOASTER 29A REFRIGERATED PREP TABLE 30A HOT FOOD TABLE 31A PICK-UP COUNTER 31B 31C STRIP HEATERS 31D PICK-UP COUNTER 31E PLATE DISPENSER KP1 31 18,20 1 1 �6 EXTEND CONDUIT AND WIRE IN A CONCEALED MANNER TO JUNCTION KP 1 3 196 Ip BOXES ON TOP EXTERIOR OF EXHAUST HOOD SECTIONS FOR 47A 38,40,42 'KPt 3 KP1 INCANDESCENT HOOD LIGHTS. F - - 11 19A -7❑ a KITCHEN EQUIPMENT CONNECTION SCHEDULE (CONT.) J KP1 " - 44A CONNECTION TO MICROSWITCH ON WET CHEMICAL FIRE KP 41 SUPPRESSION SYSTEM. EXTEND TO SHUNT TRIP COILS ON BREAKERS -- - - - �- i3 c. y FOR EQUIPMENT UNDER HOOD. REFER TO PANELBOARD SCHEDULES ITEM ITEM NAME J DESCRIPTION CONNECTION MTG. HT JOTS/Ph+ WATTS AMPS NOTES _ -- FC -7 KP1 Ip - FOR SHUNT TRIP BREAKERS. 38A DISHWASHER HARDWIRED 18" 208V 13PH 46.8 1 39A DISPOSER HARDWIRED _ 24" _ 208V/3PH 6.6 1 KP1 30 1 - 12 32 ;; 8 ROUGH !N FOR HOOD REMOTE PULL STATION. PROVIDE STANDARD - _ - - RECESSED OCTAGON BOX IN WALL WITH 1/2" CONDUIT CONCEALED IN 41A BEVERAGE COUNTER CORD & PLUG _ 48" �1-1120V l IPH 1 w- WALL TO 18" ABOVE CEILING. REFER TO KITCHEN EQUIPMENT PLANS 1Z0'✓' 1PH 10.0 r,5,7 KP1 39 y FOR DETAIL. 43A ICE SODA DISPENSER CORD &PLUG- 18 _ �._-------- 15.0 1,5,7 -- 44A TEA BREWER CORD & PLUG 48' 12CV 1PH __-� __ 25.0 1,4,7 - - 43A KP1 1 46 `E 9 - r STUB UP TO CONNECT TO JUNCTION BOX IN BASE OF TABLE FOR PRE- 47A COFFEE BREWER CORD & PLUG Y 4# _.?� jP�__, 4 7 1,5,6 59A 59A s e 3, 6Fl WIRED CONVENIENCE RECEPTACLE(S) IN TABLE. 48A UNDERCOUNTER REFRIGERATOR CORD & PLUG 18 120✓% I. H +- i -MICROWAVE 49A ROLL -IN REFRIGERATOR CORD & PLUG 88" 120V / 1 PH s 1 10 STUB UP TO CONNECT TO JUNCTION BOX IN BASE OF TABLE FOR PRE - 118 5 _ 1, , t WIRED DUPLEX RECEPTACLE /N COUNTER -REFER TO KITCHEN 50A ICE CREAM CABINET CORD &PLUG - 24 I 120V _1 PH - 5.0 1 4 6 EQUIPMENT CONNECTION SCHEDULE FOR ACTUAL EOUIPMENT 52A ICEMAKER HARDWIRED 60" 1OV/1PH 10.8 10.0 1,5,7 KPI 48„ SERVED. 58A JUICE DISPENSER CORD & PLUG 48" 120V / I P_H S - 11B 44 h +-REFRIGERATOR 11 TO SHUNT -TRIP COIL ON BREAKERS IN PANELBOARDS KP 1 AND H 1 S. 59A WORK TABLE CORD &PLUG 48" 120V / 1 PH 10.0 f F 9 52A 1 SEE PANELBOARD SCHEDULES FOR SHUNT -TRIP BREAKERS. NOTES: 13A 7A 12 CONNECT TO SOLENOID VALVE TO CLOSE VALVE FOR APPLIANCES P8 v 48 31. COORDINATE ALL ROUGH IN REQUIREMENTS (LOCATION, MOUNTING HEIGHT, ETC.) WITH KITCHEN EQUIPMENT SUBMITTALS PRIOR TO BEGINNING WORK. 48" y UNDER HOOD UPON ACTIVATION OF HOOD. COORDINATE EXACT 3 36 I KP KPI -. TIMECLOCK LOCATION OF VALVE WITH PLUMBING PLANS AND PLUMBING 2. ALL ELECTRICAL CONNECTIONS FOR WALK-INS, INCLUDING WIRING TO ALL EVAPORATORS, VAPOR -PROOF L 1GHTS, DOOR HEATERS, THRESHOLD HEATERS, 13 36 1 KP CONTRACTOR. TIME CLOCKS, HEATED PRESSURE RELIEF PORT, WIRING FROM FREEZER EVAPORATOR TO ROOM THERMOSTAT AND ALL CONTROLS TO BE BY ELEC. CONTR. KP1 KP1 KP1 3 a 3. ALL ELECTRIC CONDUIT SHALL BE RUN ON TOP (EXTERIOR) OF WALK-IN AND SHALL HAVE VAPOR SEALS ON INTERIOR AND EXTERIOR OF CONDUIT. CONDUIT AND VAPOR SEALS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. KP1 KPI KP1 KP1 KPI A 4. PROVIDE CORD AND PLUG AND MATCHING RECEPTACLE FOR CONNECTION TO EQUIPMENT. 9 7 34 5 5. PROVIDE RECEPTACLE FOR CONNECTION TO CORD AND PLUG FURNISHED WITH EQUIPMENT. 6. COORDINATE EXACT NEMA CONFIGURATION OF PLUGS AND RECEPTACLES WITH APPROVED KITCHEN EQUIPMENT SUBMITTALS PRIOR TO BEGINNING WORK. e °. UNLESS SUBMITTALS INDICATE DIFFERENTLY, ALL PLUGS AND RECEPTACLES PROVIDED TO SERVE KITCHEN EQUIPMENT SHALL BE OF THE LOCKING TYPE. 45 7. COORDINATE EXACT NEMA CONFIGURATION OF PLUGS AND RECEPTACLES WITH VENDOR -PROVIDED EQUIPMENT, t��� �_. 3i 8. REFER TO PARTIAL BUILDING PLANS FOR LOCATIONS AND CIRCUITING FOR EQUIPMENT. --------- .._.__ ate, � � -17A � 186 6A .,18A.�......�" I ENLARGED FLOOR PLAN - KITCHEN SCALE: 1/4" = V-0" GARAGE NOTE: CIRCUITING SHOWN IS TYPICAL FOR TWO (2) GARAGES. ROUTE CIRCUITING IN SOUTH GARAGE TO 'G 1 ' AND CIRCUITING IN NORTH GARAGE TO 'G2'. REMOTE CONTROL SWITCH RCS -3 \: STL1 26 B•1 9•2 ter' a � sI DCP•2 , 4 3 20 1 FC -4 a l STL I R0:1 FP LIN a � cloe STLr22 a STL 1 DCP-r 28 STL 1 24 PANfkBOARD FMLN REMOTE CONTROL i AUTOMAACTRANSFER " SWITCH RCS -1 t, SWITCHATS-2 w„ EM ».... ._ 35 FMLN T -L 1 N s AS-ATS2 Ds-ATsr T-EMN Cev-Rai REMOTE CONTROL ELEC ACITDMATICTRANSFER FC71 SWITCHATS-1 SWITCH RCS -2 { PANELBOARD EMHN PANELBOARD R1NA { PANELBOARD L 1N (TWO SECTIONS) PANELBOARD R1NB � LIN 28 % T-RiNA a WP/GF/ a MAIN SWITCHBOARD MSB1 I PANELBOARD H1N (MAIN/CT & DISTRIBUTION ] SECTIONS) P B ENLARGED PLAN - GARAGE ENLARGED FLOOR PLAN - ELECTRICAL/BOILER ROOMS SCALE: 1/8" = V-0" SCALE: 1/4" = V-0" A a 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 IR IQ IP IN m© IL IK IJ IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gast i nger Walker Harden + BeeTr i p l et t Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone j+a3_ 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 1 1.8572 f 1 653 8 1.4144 6 53 p l8 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer W ih Engineers e e g 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\0\\\W 10 //iii G O. E11200498 0 .o STATE OF DI ANP 4V7 //'%/SIONAL1011 \ ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 A ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Power - Enlarged Plans 0 Project Number: 2013.037 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 JI 01 OVERALL FIRST FLOOR PLAN.-. A F R 7 R Q in 11 19 19 1A iF iR 17 1A 10 on 01 00 IR IQ IP IN IM IL IK 11- IG F IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte EP Kansas City, MO 64105 1,1 V 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E, TH o. E11200498' .o STATE OF �4 •!NDS ANP' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - First Floor 93010 Project Number: 2013.037 © Copyright 2013 n n A 'I 1 0 1 '+ I t) 1 6 1 / 1 3 1 y 1 lU 1 11 1 12 1 13 1 14 1 15 1 16 1 17 3l 01 -1I a "a I 31 .. ...... ............................ uu�3 —,—,—, .0 9 29 9 i 9 .............. E _.-a. Eat .a.&„ 29 e � t pd �3 CLCNFS's ;1 F lF s a £ LN I T F UNIT D 06 9F a F 3 , f gg t , ...E ....... �. .... E 1 j. i 3 [{ 1 1 jj E E ESe it Z t ' w C?"' E[ l �w : 't 3n a �tE ([ t. £>`? :...._F_._: iE ?...pi E€ F li•'...,i .3 {iii _, F� R 3 E F E ` > i r m ,w.ew.ee..:m,.ee�,,�,,� 0a o L 0 E 0z°R o 0 i m _-sass. »w a: wWww a a F_ t15 pL £ E £ £?, I S a.F 3 ...,,. ....E 3S vg._,,, t SR _ E. 1vqh, V, E SNI D �� LNI I D •: ACCESSIBLE £ � i� c ?3..... \, �"�',,......._..,,.,...e� E 091 1107 3: EF 3q E E35` 1 R ---- g �F E Es 3R r > R STP -1 C 5 IN 4_TA I r I F 1 7 1 R I Q I in I 11 1 19 1 14 I id I iti I iF 1 17 1 1A I I 2U 1 21 1 [z 1 40 1 « GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND AL1, LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL VE VICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTFP INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFP -4 REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7 MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF, COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR: 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. KEYED NOTES SPECIAL SYSTEMS LI PROVIDE JUNCTION BOX AT $0"A,F,F, AND i!2" CONDUIT TO ACCESSIBLE LOCATION FOR DOOR /ACCESS CONTROL. 4'-0" X 8'-0" X J/4" PL YWOOD COMMUNICATIONS BACKBOARD. MOUNT AT 6" A.F.F. FURNISH FIRE-PETARDANT PAINT PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS LOCATION. El CONCEAL CIRCUITING IN CABINETRY. F1 PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. �6 MOUNT DEVICES IN ELEVATOR PIT BELOW PATH ()F ELEVATOR TRAVEL. I TWO !21'2" CONDUIT ,SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING, FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS, �8 TWO (2) 3" CONDUITS STUBBED UP FOP TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED FN'DS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION, F9 COORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 10 COORDINATF EXACT REQUIREMENTS FOR 'A/V" OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER, 11 MOUNT DEVICES IN ELEVATOR HOISTWAY ABOVE PATH OF ELEVATOR TRAVEL. 12 PHONE UNE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER, 13 DUCT DETECTOR(S) IN SUPPLYAN0,OR RETURN DUCTWORKK, WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTtVATIO:N OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT LOCATION OF DETECTORS IN FIELD WITH MECHANICAL CONTRACTOR - ALL SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUTSIDE AIR CONNECTION. 14 CENTER BETWEEN TOP OF MANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ACCESS CONTROL WIRING. FURNISH 120V RELAY CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON ACTIVATION OF ALARM. COORDINATE ALL WORK WITH OWNER AND LOCKACCESS SYSTEM SUPPLIER. IR IQ IP IN IM IL IK I V IH IG IF IE IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 4E E„ E 816 421 8200 phone EEi IE S 816 421 1262 fax „£,E,, design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f I I� / � E, TH / E11200498 0 ww STATEF O ''SS!oNA1i 0o ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - F first F loor -Area Al &A2 93011 Project Number: 2013.037 © Copyright 2013 J 3 4 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U 21 3 R GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (.NEPA 7Q) AND AU LOCAL. BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 98.0,' FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHEl;?WISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. Q .5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, :HVAC DIFFUSERS. SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. CAS EMERGENCY F.xTURES AR ... ............� :�._.._ ..:._.: _ _. LIGHT FIXTURE INDICATED C T8 4_! FUNCTION AS NIGHTIE IGH TS UNLESS SPECIFICALL Y SHO WN Dl 30 > E SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS To BE INSTALLED ON ROOF COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. a S 3 S 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES ���► �.�-. I SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. ( TOW DOR 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR P AP _IaaARv ���ADDITIONAL WORK NOT SHOWN HERE. t �.®„.. O t k Y is � ........ _...., C 551 ................ 5 ' O EMLN g KEYED NOTES � SPECIAL SYSTEMS E .... i IL 1141L S S J R 1 �CUI TO ACCESSIBLEPROVID JUNCTION BOXAT 80A.FAND i/”" CL 14 R i E LOCATION OR DOOR /ACCESS CONTROL. N E 4'-0" X 8' 0" X 3/4" PLYWOOD COMMUNICATIONS BACKBOARD, MOUNT AT 6" 2 - A AN T. NI H FIRE RET RD THIN P A.F.F. FUR S El t..,�.., ..w.w._.,.www.,., ..M `,,,�wWWW,w t.._. ,..y>_.,..__._.._._ _.. ...�:...; e g k . , .. -- ,. amm._. 3.. _ a PHONE LINES FOR FIRE ALARM DIALERS. TWO ,12) PHONE LINES THIS �15 ��- t t e _ y LOCATION. B EMLN ii CONCEAL CIRCUITING !.N CAB{NET RY': 0." f4$ 84" 5 PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. vel/J AGRANo PaRL R F6 MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. M '€� 1 \ E c16 �7 TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR) FOR FRIVA—E DNI ; ? ,_ ,,,,, �, TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS R c 36 F D AND BUSHED ENDS. \O I �D i `` TWO (2) 3" CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. �.l Ele oR a �' FURNISH CONDUITS WITH BUSHED ENpS AND PULL STRINGS. REFER TO SITE ( PLAN FOR CONTINUATION. COORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES ❑g �A s " _...... WITH FIRE SPRINKLER CONTRACTOR. .__. _.u._.___..._.. _ .. _ .. _ ._ ' _............_...,...%' . S 2 _.- , .k �Si a� °. a _ 10 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLET> WITH EXERCISE \ E R J EQUIPMENT SUPPLIER. MOUNT DEVICES IN ELEVATOR HOISTWAY ABOVE PATH OF ELEVATOR 3 __ . _ TRAVEL. .. . ---.. _... F 3 TOR CONTROLLER. COORDINATE WORK O O O L r 3 2 WITH ELEVATOR MANUFACTURER. VA g �, EfEa ENTRY SYSTEM—\ t ... , -� 13 DUCT DETECTOR(S) IN SUPPLYAND/OR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DET ECTOR OR FIRE .�� 48 t � : ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT K S CM/WP O LOCATION OF DETECTORS INFIELD WITH MECHANICAL CONTRACTOR ALL 84„ SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OF ANY r� FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR ST BRANCH CONNECTION AND 1 DETECTORS SHALL BE INSTALLED AFTER LA Al BEFORE ANY OUTSIDE AIR CONNECTION. EMLN EMLN ala 5 S i4 CENTER BETWEEN TOP OF MANTEL AND CEILING, 5 e s6 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION R uNNc UP TO SPEAKERS FOR DOOR LOCK/ACCESS CONTROL WIRING, FURNISH 120V RELAY = 3s 1 E ON SECOND FLOOR CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON — t p_.__. ACTIVATION OF ALARM. COORDINATE ALL WORK WITH OWNER AND S V D f5l='€ O LOCKACCESS SYSTEM SUPPLIER. O S CM/WP 84" i CF1 r D FAAP �' 84 ��,t 4 = m g �t 30 _.. _....... 1 _. P s . OS SOUND SYSTEM --,_,a_ a RECESS MOUNT € E l EMLN Ric zc�N 4 H F t V 0 RESIDENT CALL SY TE*( E 29 s 75 O { ...I�. B. E E D \1 C 3 ARAM o. FF c SPACE E 3' "1 u C121 STORAGE /CL\�\I ; C134 W `� s s ` i 75 is F X �t EMLN = � SpA. COPY e Y j���j g � G „d i @ 31 F.A. MODULE FOR HOOD i M SCALE: 1/8" = V-0" ❑8 KITCFEN C129 0 MATCHLINE a F 7 R 9 10 11 12 1A 14 15 16 1 17 1 18 1 19 23 1 +� IF IE IC IE Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum RetirementCommunities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\\1U11111111III�� E, TF1 O. E11200498' STATE OF � //'/'S,SIONAL E ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - First Floor - Area B ■ Project Number: 2013.037 © Copyright 2013 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone � 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\\1U11111111III�� E, TF1 O. E11200498' STATE OF � //'/'S,SIONAL E ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - First Floor - Area B ■ Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 GENERAL ELECTRICAL NOTES R 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. GOOROwATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTOR$, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO Q FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED, MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF, COORDINATE r kRCT LOCATION WITH MECHANICAL CONTRACTOR, 8. COORDINATE EXACITNE!'vf_'t CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EKACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE. P )II -1I 31 KEYED NOTES -_SPECIAL SYSTEMS IPROVIDE JUNCTION BOX AT 80" A.F.F. AND 1/2" CONDUIT TO ACCESSIBLE LOCATIOIi' FOR. DOOR !ACCESS CONTROL. 121 4'-0" X 8,-0" X 3/4" pLYW00D COMMUNICATIONS BACKBOARD. MOUNT AT 6" N 1 ,A.FF. FURNISH FIRE -RETARDANT PAINT. El PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS LOCATION. CONCEAL CIRCUITING IN CABINETRY. PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. j� TWO (2) 2" CON✓U,T SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR M L J TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. TWO (2) 3•' CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION. El COORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 10 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLETS WITH EXERCISE L EQUIPMENT SUPPLIER. 11 MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR TRAVEL. 12 PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER. i3 DUCT DETECTOR(S) IN SUPPLY AND/OR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT LOCATION OF DETECTORS INFIELD WITH MECHANICAL CONTRACTOR - ALL K SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OF ANY FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUTSIDE AIR CONNECTION. AND CEILING. 14 i5 CENTER BETWEEN TOP OF MANTEL PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ ACCESS CONTROL WIRING. FURNISH 120V RELAY ."nnrronl f rn PV cta)z nt a FIM .w. ;TFM TO RREAK LOCK POWER UPON 84" 84" FIRST FLOOR - AREA C1 SCALE: 1/8" = V-0" f) I Q I A I r I R 1 7 1 'q I Q I in 1 11 1 1') I 1q I id I iF I iF 1 17 1 iR I IQ IH IG IF IE IC IC E A 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 °F€ 816 421 8200 phone CP6Ser ,� _ 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\0\\\W��ru�� = O. E11200498: -o STATE OF %�°•� • �NDI ANP. ��'`<%� ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 A ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - First Floor - Area C1 qw ti 0 1 ti Project Number: 2013.037 © Copyright 2013 l AI 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96,01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SA tWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED COrNDUIT, PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5, COORDINATE EXACT LXATIONS OF SMOKE DETECTORS WITH CEILING FANS; HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS, 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALL Y SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LO.W VO, TAGS RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE: KEYED NOTES - SPECIAL SYSTEMS l . ! PROVIOF JUNCTION BOX AT 80" A,F.F. AND 112" CONDUIT TO ACCESSIBLE LOCATION FOR DOOR /ACCESS CONTROL, �2 4'-0" X 8'-0" X 314" PLYWOOD COMMUNICATIONS BACKBOARD. MOUNT AT 6" A.F.F. FURNISH FIRI_-RETARDANT PAINT. F31 PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS LOCATION. CONCEAL CIRCUITING IN C.ASINETRY. L,=.1 PHONE LINE PROGRAMMED TO RING MOWN STAFF PAGING NUMBER. i - I MOUNT DEVICES IN ELEVATOR PIT BELOW FATH OF ELEVATOR TRAVEL. �7 TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. TWO (2) 3" CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION. Efl COORDINATE EXACT NUMBERILOCA TION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR. F101 COORDINATE EXACT REQUIREMENTS FOR 'AIV FIRST FLOOR - AREA C2 SCALE: 1/8" = V-0" 3 c A ti R 7 R 9 1(1 11 19 iR id 15 iR 17 iR ig 24 IR IQ IP IN IM IL I V IH �[e IF IE IC IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Gty, MO 64105 MIN 3 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \ „„ u E, TH O. E11200498' STATE OF :'�lr\ 1/0 ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - First Floor - Area C2 93014 Project Number: 2013.037 © Copyright 2013 31 3I 1 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 IR IP Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management V I,ORRIDOR N C2C2 .__....._... - _ 817 Wyandotte :- 5 � IFN Jt�NEN ; ._ Kansas City, MO 6410 EIEC _ - ��'...: -j i.,,r,,816 421 8200 phone CQ, ... i ;. 816 421 1262 fax uNr, EiHE' LND�E s did k designwith in i ht co m sihiiR z Al 31 q g{ WELLNESS j CENTER C212 I IV IL IK IU IF IG IF IE IC Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0\ \\\IIIIIII//// E, TF1 z 0. E11200498' -o' STATE OF '�oc' • ND 04! ' F .C, SS!�NAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor 93020 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 I- is i ROOF. COORDINATE EXACT LOCATION tIVITH kIECHANICAL A CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES fi SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 1n a. RErFR To LOW VCX T40E RISER DIAGRAMS ON SHEET 96.01 FOR ........... ADDITIONAL WORK NOT SHOWN HERE. � iF P KEYED NOTES - SPECIAL SYSTEMS 1A PPOVIDE JUNCTION BOX AT 80"A,FF AND 1/2" CONDUIT TO ACCESSIBLE LU E E 1 I[2 4'-0" X 6'-0"X 3/4" PL YWO(:),O COVMUIVICATiONS BACKBOARD. MOUNT AT 6" t A.F.F, FURNISH F1RE-RETARDANT PAINT. [:3] PHONE LINES FOR FIRE ALARM DIALERS, T:NO (2) PHONE LINES THIS N LOCATION. { CONCEAL CIRCUITING IN CABINETRY r! PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. F +b �. 1:61 MOUNT DEVICES 1N ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING, FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. M TWO (1) 3" CONT U1TS STU68ED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION, FE COORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES O WITH FIRE SPRINKLER CONTRACTOR, i0 COORDINATE EXACT REQUIREMENTS FOR 'AIW OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER. 11 MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR TRAVEL. 12 PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER, 13 DUCT DETECTOR(S) IN SUPPLY AND/OR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT F _ •$ €€ 3 f 3 4 ' E LOCATION OF DETECTORS IN FIELD WITH MECHANICAL CONTRACTOR - ALL li T E SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY E t FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR K DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUT SIDE AIR CONNECTION, 14 CENTER BETWEEN TOP OF MANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ ACCESS CONTROL WIRING. FURNISH 120V RELAY i CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON E ACTIVATION OF ALARM. COORDINATE ALL WORK WITH OWNER AND g € LOCKACCESS SYSTEM SUPPLIER. iE v F t ._._+ >...,.......E �...... ......i...... E 9: R :)I q Al tI H`_ \e .. _ _1 7 •e >3�e Y4si �rE 1ENELEC O 2MC2J CNEV , FS F F q E , > FF a, F! E t --------------- S 3 U E F F' F W D I. a' F � F 4 I EMLN 72I a RE9IDDNT 31 i I U0 C20b F, •ij F F F �' i't F •� � e 13 EMLNE 9 z F FFE F 9 i I F iE _._.__ — _— TRAS .19 * if gt I Fis E \... FF 3 CZC Ej i.2O2 E I F P t F' 4 E $ S 5..........................>.................................,....3 .......,._.».....,..R ea e+ +wwa ,ar..ww.aa...� �a,e.� �.................a F t .,.....,........ d.,,....,. ....,a ..—��i E._...... 8 i^ E gp i._ F F i { � F ...___._... v� n L Jz F1 i F 3 j" E CORR DOR A'= ]� £ 3Zh. F C2C3 sI A Dtt Fh r � t� .I, SECOND FLOOR - AREA Al 3 SCALE: 1/8" = V-0" LV T E 21 i EV J F 3 Fi O CORRIDOR O C2C2 ! ------------r_ _ y ..:.._ r --- € >{ 13t , .._4. _ e E • i F ; r f $ F { �. F { S i S, E a i 1 3` F l t i F, F 3 3 �. 2 g s 5 F ?{ r a i UNI- D Ura T D L2 2C? , { € H I $ � 2 i � - 3 >. F F .c1''ai3 'ate E $ t P..1 f m UNIT F 206 4$ O M�MMM.Mr.6 ARA': E F i F F STAIR J F U` D �._.t _ F , DIN E GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL urn -c ELECTRICAL COGS ;NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHF_ET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA EE REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO Q FUNCTION AS NIGHT LIGHTS UNLESS ,SPECIFICALLY SHOWN { Fr3E i�." SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON I- is i ROOF. COORDINATE EXACT LOCATION tIVITH kIECHANICAL A CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES fi SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 1n a. RErFR To LOW VCX T40E RISER DIAGRAMS ON SHEET 96.01 FOR ........... ADDITIONAL WORK NOT SHOWN HERE. � iF P KEYED NOTES - SPECIAL SYSTEMS 1A PPOVIDE JUNCTION BOX AT 80"A,FF AND 1/2" CONDUIT TO ACCESSIBLE LOCATION FOR DOOR /ACCESS CONTROL. E E 1 I[2 4'-0" X 6'-0"X 3/4" PL YWO(:),O COVMUIVICATiONS BACKBOARD. MOUNT AT 6" t A.F.F, FURNISH F1RE-RETARDANT PAINT. [:3] PHONE LINES FOR FIRE ALARM DIALERS, T:NO (2) PHONE LINES THIS N LOCATION. { CONCEAL CIRCUITING IN CABINETRY r! PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. F +b �. 1:61 MOUNT DEVICES 1N ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING, FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. M TWO (1) 3" CONT U1TS STU68ED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION, FE COORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES O WITH FIRE SPRINKLER CONTRACTOR, i0 COORDINATE EXACT REQUIREMENTS FOR 'AIW OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER. 11 MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR TRAVEL. 12 PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER, 13 DUCT DETECTOR(S) IN SUPPLY AND/OR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT F _ •$ €€ 3 f 3 4 ' E LOCATION OF DETECTORS IN FIELD WITH MECHANICAL CONTRACTOR - ALL li T E SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY E t FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR K DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUT SIDE AIR CONNECTION, 14 CENTER BETWEEN TOP OF MANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ ACCESS CONTROL WIRING. FURNISH 120V RELAY i CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON E ACTIVATION OF ALARM. COORDINATE ALL WORK WITH OWNER AND g € LOCKACCESS SYSTEM SUPPLIER. iE I k urn -c { €i 2C EE n 0 i { Fr3E i�." EE FEi I I- is i F A 7 fi i 1n 11 ........... F 8 E � iF iR 1 1A io E E 1 . F \j t E t t, t' 3 E 3 � F , F E 3 { r! ,.>. .......>...... ...............��.wcmtmm�-.env. �' .. F +b �. Si, -_ - -� F O O 15 E t t F _ •$ €€ 3 f 3 4 ' E E t t li T E E t d F t >u i E g € iE v F t ._._+ >...,.......E �...... ......i...... E 9: �. i E 205 li u, Eli k i Q A F A 7 fi Q 1n 11 17 1 1Q 1A iF iR 17 1A io IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax designwith insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N, College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �0�ti�I�liuiil/i/// E. TF/ O. E11200498 ;.o • STATE OF %�.� • !/IIDI ANP Nom'`` \ 'S,S/ONAL ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor -Area Al & A2 Project Number: 2013.037 © Copyright 2013 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 i 11 1 12 13 14 15 16 17 18 1 19 1s Cps2s 3s 1I 4S � 7A 10�� r 50.01/ ,-, 12 1 _ _ �_•- ------ --- - r__ 12- � o e _ _ - E O � ! o c R \ 4 SII I 4D Corr dor 4' 7A!. t---i--- T rYt co c V ❑ I' Unit B �3 ., Typ. �, c> 17 0, i 41 -- T J 8 �, f,, I A141 Future door opening between 54.01 !�I!_r T� 241-811I adjacent A and B2 units. Re. E r 520 El+aai 4C! 1 11 Structural for header information. 20 1 21 1 22 1 23 1 24 Dimensioning Notes - G�imensions are to face of wall framing Refer to enlarged unit plans for additional dimensions and information Q (Qs}-- ,aB�[ Al 50.09 E 20 � 4'- 1 1/4" I A� �� -5'- 0 3/4'° 31.04 4' - 81 /2.i ao 17 31,0 �` C 44 _ .i _ " - ii _ ii _ _ _ " " - ii - N A_ L Mall �/ 7 4 7 8 8 4 7- 8 8 4 8 10 10 $ 1 /2 7 11 11 ' 4 112 81-411 8 4 84' - 8 1/" 72 '- 4 3/4" 6' - 6 1/2" NAL g A \ SII T 5 � 1`-4 1: 4 f `_� -. X 3 1 /4° � � 3 s T 1 -- C 173 _ -- - --- -- ---- ----- ----- / i -- 6 1 /2 5 9 1 /2 © 8 ® ----- -- -- - --- -- ------ i..4Bi m i P °T° 2'-9 112" i - [-C 145 .•_ _.c. iIsr / IBI'.,'', - - r - _10 6 " c0 ° u u 4C u" n i ii n 38'-0" i 11 -4 114 6'-4 3/4" 7'-7" ' 9'_4 ' 16'-0" 161-011 161-011 19 -8 19, -8 ' a -0 ` 23 -4 5i I I47 _ --- - - Unit B2 Unit A 'Rs' - -- � . 1 _- ^ ~ _� Unit A Unit A Unit A Unit B2 - - ._u Unit C Fire;, ' 14 _ - 4C 50.081 -- - --, r ------ �- 4C - ----- f- I ' - - - 156 - 4C 154 4c 1 152 150 148 4c 146, e 144 C 7 II l N extinguisher/cabinet 1_` - - - - II - - = w �- + ►- ac .` �..�..� \\50.09) � i I iI T - - - ( d' A~� �," �i� - -- i _ II ( ) '-t K ,._.�'I-1 ''4 114 a--� e - e I I I s �I Q8 / 54.01 T f -"i\ 13 -1 l 3/4 - ------- ---- F -a - -- - N - - i r l 4 10522 10523;� - - d' 111 I d ! !j -5'-1" 8"-2i1 ��, 110'-31/2" 8°-0°i \ s 6-0i " co 1 II1 Women Men ' Stair ac Stair 17 17 4Bl 1 140ar - �� 5 �I �- 4 -! C1476 I S104 ar i--- - ��/� �") 1 -� a a� f M +► - �i r ' 4B4 - 1 ! 1• d / r! .--6'\ I u - r c,: A c9 1 4 J __ r T J 5 '' , - -, - �] III �--� � .�, � �: .' I /,, ' y 1 N A6 .-_ r 10 _ !1 1514 1zJ 152 1A �� 146 X10 F Fire extinguisher/cabin uisher/cab' � 4D 10 3/4 1 -4 4Ci t In t �� A -4 2 -1 1.4 _ g 6 0 � �-t - �-. -� - � I� I � 2A . �� ����. 4C �� -4 - (10522, 10523) o ABI J20 ��� ��� Fire extinguisher/cabinet o Corridor Handrail (06402) Fire extin uisher/ca inet - 31.01 10522, 10523 co P21 / 54.01 g ' 52.07 N15 Q8 / 54.01 _ " - T " 1 `-7 3/4" A6 52.03 A�' 114"� ,-1 4 71-611 8 -4 8 -0 1 -6 2 ( ) 4D I4C Al 52.03 ! C140 1 �� _-- -- (10522, 52.03 Al I -TM, 4C I - 10523) --.` r0i 6 0 7 11 3/4 6 -0 . - - Q8 l 54.01 4c 4C 2A i I - - �1 - - - Q8 /54j 01 T . . T 15 15 14 157 155 153 51 -r--.--.- ---- --- L I'I II � [5B 10 3/4" �, � � 4B H - - U� �, AL Lobb ,i T tae, � I � , � Y ` '\ ! C15 �5B, B31 C158 !I'I _._.__ CD Soiled Meds� A11 \ ' �' ' C155 Caregiver C148 b" 31.03 �� 1 rn AL -------- - A17 P10 TYp' \\31.03/' _�� 1 _. �1, , 4 Office 3 11 16 31.03 ® 1 I 31.02 Reception- ! C 154 c 15d _ ❑ ❑ C - C 156 ' - 6 3/4' K ------ ! N AL Parlor - 1 5 Elec N CD J AL Bistro C159 _ 5B' ! C149 UnitA UnitA ``' ! ILi��� Unit B2 �� i rn .,15$ ! 15 15 N 1 157 155 151 C160 - c,', i � I -- '�i 5-10314 � L-- Unit A2 7A 4 Framed opening, Re: �--�-R 7 T Nurse/ 1j House 149 - Manufactured A18/54.01. Finished head 4 Laundry 4c -- Unit B2 ac AL Vest Dir. Office _Dir. Office-- __ 4c fireplace unit (10305) heights 6'-11 1 /4" AFF -- C 152 C150 153 5B C157 M4 C151 1'-1 1/4"- 16-6 1/2" 21'-2 3/4" SA 12'-6 3/411 15A '0 11'-71 /4" 10'-71 /2" I 16'-0" �- I 16'-0" 16'-0" 4C 19'-8" 19'-8" 12'-6"' J 2 LI LI 116 - _ -- -- -- l_ 1 N - I 1 E14 13 13 C) Al 31.04 a I 9'-3 1/4" 9'-I 3 1/4" 51'-8 3/4" .03 I .� 8'-I 0 8°I 0 I 5'-3" 4 " CL CL CL H 4°-11" 2'-6 3/4 4'-11 " T-41 /4" 5'-0 1 /4" 5'-01 /4" 14'-6 1 l4" 15'-0" 8'-8" 9'-2" 15'-4 314" 8'-4°' 8'-4" 8'-4" 8'-4" 10'-7 3/4" 7'-11 " 11 ' S 1 /4" 10'-0" CL CL CL CE 4 4 Future door opening between N13 G1 First Floor Plan - Area C 1 PLAN adjacent °A°and 'B2' units. Re: Structural for header information. - 42.01 NORTH G 30.01 118" = 1'-0" a -2° 4' 8" - ---- --- ------ - ---- -- 16'-01' i I 8'-011 1'-6" 6-6" 1 A A A 14 .I 1E Soiled _5 C 148- i4c a° House �I Laundry C150 IF7I 1 ! _ ! ! I II III B Elec L----- C 149 , T _ D N74(52.04)' i4C o I� 5 E `- ---- 1.1 CV T C> T r C\1 � UJI cv i oo T 74 - - a) (� Unit C t Accessible Unit A2 .. Ll 45 _ 1 147 C? A CY) ; N 12'-6"23!-411 o T I I i I I I 12'-6" 6-61 /2" 4'-8 1/2" 4'-8 1/2" 7'-4 3/4" 1 6'-6 112" Future door opening between adjacent 'B2' and 'D' units Re: Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 I Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N _ 817 Wyandotte Kansas City, MO 64105 ���: ,J � 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical /Electrical/ Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H Structural for header information. �► 1�rBL- /i, Ell Enlarged Plan - Unit AB &B 31.01 1/4" = l'-0" 0 1' 2' 4' C4 ' 1 3s, T-5 3/4, 6"-7" T 7'-611 2'-10 3/4" 21-1111 1'-8 1/4" 1 5B i4C I - L5A 5B� ! 4B _ N o 'I N II 1 III J12 Ir i n I � 1 -0 E21 C? 52.05 16 1 = o N N T -I E5 52.05 52.05 E11 cv AL Mall 'I' o c' (E16 52.05 J21' 1 T o� C 144 +/) - Meds ----- _ 1 AL I� _ ==i - 0155 Cf) N rn 4B i Reception C 15 °? ! 1 61 _ N 1 , I I I 4B l ' I 7H I I I I I I A7 Enlarged Plan - AL Mail C 144 PLAN All Enlarged Plan - AL Reception C 156 PLAN 31.03 1/4" = 1'-0" 0 1" 2" 4" NORTH 31.03 1/4" = 1'-0" NORTH a1' 2' 4' 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1s {j�f Ice -maker o 0 IM -1 (11451)I I A6 i! Under -counter Refrigerator AL Bistro 52.05 A11 A16<:52.05 N o R-1 (11451) C 160 Al J! R=10" - I 5 1 -4- � cv I A20 I RR=3"\52.05) i T-6"31-511 21-3" i 9'-2" A17 Enlarged Plan -A L Bistro C160 PLAN 31.03 1/4" =1 '-0 0 1' 2' 4' " NORTH 16 17 1 18 1 19 1 20 1 21 G 4t:7 / G �`4f�`CatST�R , Wrought iron railing ' ��- AR11200135 � Ty ical system. Paint H1% (05721). Center = STATE OF A14 4 ,\4.08 post between . 61/2" X42.02 columns, typical. cD 1, �SG,`�`,.``` N 9 -10 3/4 F d'�`3.12.11 CD r 09:01:30 -06'00' UJA ® -- - ---- ---, --- 4'-8 3/4" _ --- ISSUED FOR: M 100% Construction Documents 11 July 2013 E 1 Addendum #1 23 September 2013 1 ASI #1 31 October 2013 L CCD 41 10 December 2013 Concrete patio at first floor. Re: Structural. Deck at second and D third floors per section. PLAN NORTH C22 Enlarged Plan - Unit G Patio 31.01 1/4" = V-10" 0 1' 2' 4' C KEY PLAN Drawn By Author 22 23 24 Checked By JBT Enlarged First Floor Plan - B Area C 1 ■ A Project Number: 2013.037 oc Copyright 2013 I Lh Cz E C ___.___ ------ Commercial - ' Washer Dryer (11451)=_ -_' (11451) 2'-0" Min III --�I � o Dryer Commercial r o N (11451)1 - Washer - to (11451) - B 3 - E U O -1 0 Cn W Al Enlarged Plan - House Laundry C150 PLAN 6 A 31.03 1/4" = V-0 " 0 1 ' 2' 4" NORTH 1 1 2 3 1 4 5 1.1 CV T C> T r C\1 � UJI cv i oo T 74 - - a) (� Unit C t Accessible Unit A2 .. Ll 45 _ 1 147 C? A CY) ; N 12'-6"23!-411 o T I I i I I I 12'-6" 6-61 /2" 4'-8 1/2" 4'-8 1/2" 7'-4 3/4" 1 6'-6 112" Future door opening between adjacent 'B2' and 'D' units Re: Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 I Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N _ 817 Wyandotte Kansas City, MO 64105 ���: ,J � 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical /Electrical/ Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H Structural for header information. �► 1�rBL- /i, Ell Enlarged Plan - Unit AB &B 31.01 1/4" = l'-0" 0 1' 2' 4' C4 ' 1 3s, T-5 3/4, 6"-7" T 7'-611 2'-10 3/4" 21-1111 1'-8 1/4" 1 5B i4C I - L5A 5B� ! 4B _ N o 'I N II 1 III J12 Ir i n I � 1 -0 E21 C? 52.05 16 1 = o N N T -I E5 52.05 52.05 E11 cv AL Mall 'I' o c' (E16 52.05 J21' 1 T o� C 144 +/) - Meds ----- _ 1 AL I� _ ==i - 0155 Cf) N rn 4B i Reception C 15 °? ! 1 61 _ N 1 , I I I 4B l ' I 7H I I I I I I A7 Enlarged Plan - AL Mail C 144 PLAN All Enlarged Plan - AL Reception C 156 PLAN 31.03 1/4" = 1'-0" 0 1" 2" 4" NORTH 31.03 1/4" = 1'-0" NORTH a1' 2' 4' 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1s {j�f Ice -maker o 0 IM -1 (11451)I I A6 i! Under -counter Refrigerator AL Bistro 52.05 A11 A16<:52.05 N o R-1 (11451) C 160 Al J! R=10" - I 5 1 -4- � cv I A20 I RR=3"\52.05) i T-6"31-511 21-3" i 9'-2" A17 Enlarged Plan -A L Bistro C160 PLAN 31.03 1/4" =1 '-0 0 1' 2' 4' " NORTH 16 17 1 18 1 19 1 20 1 21 G 4t:7 / G �`4f�`CatST�R , Wrought iron railing ' ��- AR11200135 � Ty ical system. Paint H1% (05721). Center = STATE OF A14 4 ,\4.08 post between . 61/2" X42.02 columns, typical. cD 1, �SG,`�`,.``` N 9 -10 3/4 F d'�`3.12.11 CD r 09:01:30 -06'00' UJA ® -- - ---- ---, --- 4'-8 3/4" _ --- ISSUED FOR: M 100% Construction Documents 11 July 2013 E 1 Addendum #1 23 September 2013 1 ASI #1 31 October 2013 L CCD 41 10 December 2013 Concrete patio at first floor. Re: Structural. Deck at second and D third floors per section. PLAN NORTH C22 Enlarged Plan - Unit G Patio 31.01 1/4" = V-10" 0 1' 2' 4' C KEY PLAN Drawn By Author 22 23 24 Checked By JBT Enlarged First Floor Plan - B Area C 1 ■ A Project Number: 2013.037 oc Copyright 2013 AA ' I e I 'J 14 1 5 1 6 1 7 1 8 1 9 1 1U 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 LL 31 SECOND FLOOR - AREA B SCALE: 1/8" = V-0" A F 7 17 1A 1A 11 - IG IF IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Arch itectureI Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 ilJl4lill816 421 8200 phone 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816531.4144 p/8 1653 1.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f „EITN \ 0. E11200498 STATE OF %��,�F • AIM ANP G��'`<' ' SS!ONA�ll `E? ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor - Area B ■ Project Number: 2013.037 © Copyright 2013 GENERAL ELECTRICAL NOTES R ;. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 7Q) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEiC;H%.a DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVIC=ES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5, COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA 'REQUIREMENTS. 6, 1,I0- HT FIXTURES iNO1CATED AS EMERGENCY FIXTURES ARE TO Q FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN - - li m m SWITCHED. £ -.".- MMMM MMMMVMMM M.-MMMM ` 7 MECHANICAL EQUIPMENT SHOWN! DASHED IS TO BE INSTALLED ON "`"----- '"" "'''`" � � "`" z 3 � � �.wwwwwcw.•vn 3 ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL I i i I F RR CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED, ® � FIEF TOL W A R DIAGRAMS ON SHEET 96.01 FOR R 9. E'R O VOLTAGE RISE s CORRIDOR i } ADDITIONAL WORK NOT SHOWN HERE. ( 3 •-E ' N q �. F xi�� �g g cz03 ; ^.^^.^^F Ei i tl t I £ iE `i �7 r_ ,iE It i s- • a e. KEYED NOTES SPECIAL °� 1(E PROVIDE JUNCTION BOX AT 80"A.F.F. AND 1/2" CONDUIT TO ACCESSIBLE E�C.00A TION FOR DOOR ACCESS CONTROL. ��- CESS DLV E ' R } _- \l a C 4'_IJ �' X 8, 0„ X 3 4 ' PL.1'WOOD COMMUNICATIONS BACKBOARD. MOUNT AT 6" N A.FF. FURNISH FIRE .uETAI�D.ANT PAINT PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS E f UCfi TION. ...... y .. "E } _ T�m-�� s e �,I E t`3 Ste. a 6a .«mom - 3 ;. ._-..................,.,..........»...-............... �@3 `3�``L1i3' i d CABINETRY- � CONCEAL CIRCUITING IN �.."... £ E - 0 F? D O E 5 PHONE LINT PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. .`•. t } 1 L_ J MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. � e Uz� S2 TWO (2,) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR c . . ; � _ TELECOMMUNICATIONS CABLING, FURNISH CONDUITS WITH PULL STRINGS j FMLN AND BUSHED ENDS. i 31 ? � CONDUIT; STUBBED UP FOR TELECOMMUNICATIONS SERVICES. s L.::_.i TWO (2) 3„ FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE t E ` PLAN FOR CONTINUANT./ON. g COORDINATE EXACT NUMBER%LOCATION OF TAMPER AND FLOW SWITCHES p a�� WITH FIRE SPRINKLER CONTRACTOR. Jill -- --.-.. _,�"," 1 ; �3 ,` 1 - 10 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLETS WITH EXERCISE ' s) m w. E EQUIPMENT SUPPLIER. - ... .. . �30 a....�i; 8 a, w n ELEVATOR 11 MOUNT DEVICES1111 E. VATOR HOISTWAYABOVE PATH OF ELEVATOR i) TRAVEL. PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK ,. E N WITH ELEVATOR MANUFACTURER. w ' ' -- " `"`"�`"`"`"` `"`"`"`"`"`"`";""`" $ 13 DUCT DETECTOR(S) IN SUPPLY ANDIOR RETURN DUCTWORK. WIRE TO ^ I UPON ACTIVATION OF DETECTOR OR FIRE SICY LOI.VGE,s V SHUTDOWN RESPECTIVE RTU E i 7 fE " �` i i ALARM SIGNAL FROM FIRE ALARM CONTROt PANEL. COORDINATE EXACT czi� S S 1Eg` LOCATION OF DETECTORS INFIELD WITH MECHANICAL CONTRACTOR ALL SUPPLY.AIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY K FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORSINS F R ST BRANCH CONNECTION AND � SHALL BE INSTALLED AFTER LA E S (j BEFORE ANY OU TSIDE AIR CONNECTION. 14' �_ CENTER BETWEEN TOP OF MANTEL AND CEILING. ,r, F,,E< 84 S ; I $ i ��`: 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION D - I f £ D O ;E FOR DOOR LOCK ACCESS CONTROL WIRING. FURNISH 120V RELAY M,. 1 £> E a t� JJ, aiv MHALL O ECONTROi-LED BY FIRE ALARM SYSTEM BREAK LOCK POWER N • WP i E Cz ' ACTIVATION OF ALARM. COORDINATE ALL WORK WITH OWNER AND TO SPEAKERS 1=L,"._. ,, ._:_r_, £ �� ON FIRST FLOOR ) LOCK ACCESS SYSTEM SUPPLIER. >� 31 SECOND FLOOR - AREA B SCALE: 1/8" = V-0" A F 7 17 1A 1A 11 - IG IF IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Arch itectureI Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 ilJl4lill816 421 8200 phone 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816531.4144 p/8 1653 1.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f „EITN \ 0. E11200498 STATE OF %��,�F • AIM ANP G��'`<' ' SS!ONA�ll `E? ISSUED FOR: 100% Construction Documents 11 July 2013 0 Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor - Area B ■ Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 31 3I Al -11 31 KEYED NOTES - SPECIAL SYSTEMS 171 I PROVIDE JUNCTION BOX AT 80•' A.F.F. AND 1/2" CONDUIT TO ACCESSIBLE LOCATION FOR 000R %ACCESS CONTROL. F21 4'-0" X F-0" X 3/4" PL YW000 COMMUNICATIONS BACKBOARD. MOUNT AT 6" A.F.F. FURNISH r1RE-RETARDANT PAINT. �3 PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS LOCATION. �4 CONCEAL CIRCUITING IN CABINETRY. PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. TWO (2) 2" CONDUIT rLFFVF.5 THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. �8 TWO (2) 3" CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE (TAA` FOR CONTINUATION. 91 COOIdDINATF EXACT NUMBER2 OCA TION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 10 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER. ElMOUNT DEVICES IN ELEVATOR HOISTWA Y ABOVE PATH OF ELEVATOR TRAVEL. i2 PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER. f 3 DUCT DETECTOR($) IN SUPPLY ANDiOR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RT! � UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL, COORDINATE EXACT LOCATION OF DETECTORS IN FIELD WITH MECHANICAL CONTRACTOR - ALL SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY ,FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORS ,SkIALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUTSIDE AIR CONNECTION. 14 CENTER BETWEEN TOP OF P4ANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK / ACCESS CONTROL WIRING. FURNISH 120V RELAY CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON ACTIVATION OF ALARM, COORDINATE ALL WORK WITH OWNER AND GENERAL ELECTRICAL NOTES ' '—'Iq wo llpiiipq� 11 1 w A ON 0 1 4 I A I G I F 1 7 1 A I Q T 1(1 11 1 17 1 1q I id I 1r I iR 1 17 1 1A 1 10 1)A IR IQ IP IN �R IL IK I U IH IG IF IE ID IC IB Ja Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 II , 816 421 8200 phone 816 421 1262 fax designwithinsight. com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f O'\\iili E. TH Q G O. E11200498'' ;.o'. STATE OF %�°•� !NDI ANP �`'`<% ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor - Area C 1 93023 Project Number: 2013.037 © Copyright 2013 ' + 5 ti I/ 1 8 1 9 1 10 111 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 « I c -r 3I 3I 4I 01 31 QVIr '4k SECOND FLOOR - AREA C2 SCALE: 1/8" = V-0" 4 I A I F I R 1 7 1 ii I Q I to 1 11 1 19 1 14 I 1A I iti I iR 1 17 1 1Q 1 10 GENERAL ELECTRICAL NOTES 1. ALL. WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OFALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIRF/14F,IVTS. 6 LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALL Y SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT ,SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8, COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE, KEYED NOTES - SPECIAL SYSTEMS Elf RE - OVIL)E JUNION BOX AT 802' A.F.F. AND 1/2" CONDUIT TO ACCESSIBLE LOCA T ION FOR OQOP ! ACCESS CONTROL. 4'-0" X B'-0" X 3!4" PLYWO00 COMMUNICATIONS BACKBOARD. MOUNT AT 6" A.F,F, FURNISH FIRE -RETARDANT PAINT, PHONE LINES FOR FIRE ALARM DIALERS: TWO (2) PHONE LINES THIS LOCATION. CONCEAL CIRCUITING IN CABINETRY, EPHONE LINE PROGRAMMED TO PING DOWN STAFF PAGING NUMBER. MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. �7 TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. TWO (2) 3" CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION. 197 COORDINATE EXACT NUMCERiLOCATION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR, 10 COORDINATE EXACT REQUIREMENTS FOR 'AN" OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER. 11 MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR TRAVEL. 12 PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER. i3 DUCT DETECTOR(S) IN SUPPLYANDIOR RETURN DUCTWORK. WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT LOCATION OF DETECTORS IN FIELD WITH MECHANICAL CONTRACTOR - ALL SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAMOFANY FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUTSIDE AIR CONNECTION, 14 CENTER BETWEEN TOP OF MANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ACCESS CONTROL WIRING. FURNISH 120V RELAY CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON A n—I iA r,nn, -) " A, A 0A J r1nn0n1n1AT17 A I !A/nPk' WITH nWNFR ANn .0 �n i'E AR ON K, -.,.W V K NL Y RA,4 ENCltvE Irv.' ! 8801 5"'d _Lt lT!�F, �ul_V'dr_;._., ...'ARMC. Q 6.2N 011 71 00 0 IR IQ IP IN I IV IL IK I IF IG IF IE IC IC IE J. Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte i Kansas City, MO 64105 e , 816 421 8200 phone •:� 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E, TH O. Ell 200498 STATE OF •!NDIANP G� SS!ONAI. ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Second Floor - Area C2 93024 Project Number: 2013.037 © Copyright 2013 31 01 -II DI 'JI 31 n A J 1 + 1 0 1 10 11 1 6 19 1 lU 1 11 1 12 113 1 14 11b I 16 1 17 1 18 1 19 1 2U 1 L1 1 zz I GJ IR IQ IP Mi _.._ __. ❑1 UNI- - U`,r D _NIT aD _:. UNI- Ap UNI . 6..,.. : LIN 3. , ONI -�: 3,6 - UN T DD�4 TJ4 3_q SZ2 �. _O 0 mow„ SIS __ .... - - ,._\ 3 2 ' IU:: _ L= _ , E N _ "J, _. k: - ` M CORRIDOR - CORR DOR C30', C3az , . HK C307 ELLL TRasH 0 FC306 Mme, CVT L .._._: :RFSICFNT \ x �rN e NIT D UA 3➢I LAUNDR N_s 3 L'u' D i C w Uulr D 325 32i : C3a5 —_I ST RneF 309 30' L ra 01I -N, -0309 , l� � �—�• ' `� s ,r i E I . in u.� e - K UNI— Sa 300 3 3 ... - L LOUIP EV csa9- _d UN S7 301 J , E \: 8tE', EQuIF\, I- i I \ COP.R DR C3P� I <: 3'• - - f H E E e. UNI- PD Unn- AD d , I _J. w t 4 ' E � U33h u33 OVERALL PLANS 1. OVERALL PLANS ARE INCLUDED FOR REFERENCE ONLY. t 2. PLANS SHOW LOCATIONS OF ENLARGED PLANS AND LOCATION OF t _.; EQUIPMENT, ETC. WITH RESPECT TO THE OVERALL BUILDING. 3. REFER TO ENLARGED PLANS ON FOLLOWING SHEETS FOR ALL WORK F ' NOT SPECIFICALLY SHOWN HERE. UNIT C il 339 4. UNITS MAY BE COMBINED IN THE FUTURE. DO NOT ROUTE ANY CABLE IN THE WALL THIS AREA TO ALLOW FOR INSTALLATION OF FUTURE DOOR. > KEYED NOTES F] UNITS MAYBE COMBINED IN THE FUTURE. DO NOT ROUTE ANY E UN D CABLE IN THE WALL THIS AREA TO ALLOW FOR INSTALLATION OF 6 TL -= 34I FUTURE DOOR. 3.0 Y 3�? r C r 1,0lN TRASt ELEC CORRIDOR C313 ELE\ FOOD C312 STCRAGE C • i ••' PLAN &AA - Z A F F 7 R A 10 11 1P 1 1.1 14 is iR 17 1R iQ P(1 P1 PP E- C Q \ v F �C Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 ' E33 816 421 8200 phone E 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell P Ybell , m & Com an Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \\�\\\\1111111111///a E, TF1 O. E11200498 e -o • STATE OF Ot `S!ONALI\ ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Third Floor 93030 Project Number: 2013.037 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 AI 3 31 QE) SCALE: 1/8" � V-0" I N i GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILOINt; CODES: 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4, SAWCUT FLOOR. TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACTLOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURE'S ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING: EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED, 9, REFER TO LOW VOLTAGE R!,5ER DIAGRAMS ON SHEET 96.01 FOR ADDITIONAL WORK NOT SHOWN HERE, KEYED NOTES- SPECIAL SYSTEMS LI PROVIDEJUNC7ICO"NBOXAT60"A,FF. AND 1,'2"CONDUIT TOACCESSIBLE LOCATION FOR DOOR /ACCESS CONTROL. �2 4'-0"X 8'-0" X 3/4" PLYWOOD COMMUNICATIONS HACKBOARD. MOUNT AT 6" A.F.F. FURNISH FIRE -RETARDANT PAINT. I i PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS LOCATION. D CONCEAL CIRCUITING IN CABINETRY, PHONE LINE PROGRAMMED TO RING DOWN STAFF PAGING NUMBER. 61 MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. TWO (2) 2" CONDUIT SLEEVES THROUGH WAIL ANDXOR FLOOR(S) FOR TELECOMMUNICATIONS CABLING. FURNISH CONDUITS WITH PULL STRINGS AND BUSHED ENDS. EETWO (2) 3" CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION. ECOORDINATE EXACT NUMBER/LOCATION OF TAMPER AND FLOW SWITCHES WITH FIRE SPRINKLER CONTRACTOR. i0 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLETS WITH EXERCISE EQUIPMENT SUPPLIER, 11 MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR TRAVEL. El PHONE LINE CONNECTION TO ELEVATOR CONTROLLER. COORDINATE WORK WITH ELEVATOR MANUFACTURER. i3 DUCT DETECTOR(S) IN SUPPLY AND/OR RETURN DUCTWORK WIRE TO SHUTDOWN RESPECTIVE RTU UPON ACTIVATION OF DETECTOR OR FIRE ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. COORDINATE EXACT LOCATION OF DETECTORS IN FIELD .WITH MECHANICAL CONTRACTOR - ALL SUPPLYAIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OFANY FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR DETECTORS SHALL BE INSTALLED AFTER LAST BRANCH CONNECTION AND BEFORE ANY OUTSIDE AIR CONNECTION. 14 CENTER BETWEEN TOP OF MANTEL AND CEILING. i5 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION FOR DOOR LOCK/ACCESS CONTROL WIRING, FURNISH 120V RELAY CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOOK POWER UPON ACTIVATION OFALARM. COORDINATE ALL WORK WITH OWNER AND LOCK ACCESS SYSTEM SUPPLIER. IR IQ IP IN IM IL IK IJ IH IG IF N.... _. .4�w'.? ... i, is i ?a�w.�aarvm.i��� �3 F`�' "",-yi ^��o* Eu�a�Eu.�. ...EF: � l € t� t I � E M^• 3 ,n 3 I._.. �15il:� - smd� 3 .e : t.. .. • : E ? . . , aa° e :: n :: E...... ........ I �...,... .. .......... 13 s F"i Fik,\ ::? 1 d; b H 1 F ...: . _._ ..._..,,.,.e` ,^" r F "., e 3 i 1 -- ',: '. i I: 5• - v o --- E I -L C W ,tis E :-F f e� ? ,3 .... yF s 3 ff £ R j ih Q TRASH �I 5 STIR 3 ff i g e ? t � x € E E I I � s .ni x 5S x x 3 L---- ------ x.. E .rC P` ..5 ,...a.... ...y i F„` 'ac: "i Y'P ppv ,: g 3 7A A 3u,.,.. @ /� w.... � i ..___.._._._._._._. �❑ F. e -"_._"_.__.__. n� F."......r...,m......,.�.,.,.,.. i 3 Uull E Uvi F i g ...w.< w� b_ .. EMLN ? E �.. __- -_ ___— - a € --- _ 321 I 3 RFSIDFNT i , I 3 I € ........._... F d LA LVDHY f e 4i < , 4 ,.. �.: .... M......«...........�.e :. F EIT LIJ € ^ 33 e L309N T D I U30, D -_--_-.;a._._. § C305 ji E ?: § I ff e': i F i IZ I 2 L li EE �' i --- a � F e Y"<;•- 3 �; .. _ ii& iE 3 C C E ... -..,. ..e, �... I S-ORAGE; e E e.e..l z € I , =st ;iii i _...-_....... �s a € t i I �I �; I �' - _ __ .�.....�..... .>,> �. •� i � i` y I s � �j s aI , �E € x�3 3 E 3 �.�.,.<.��. �,������ .M .<.wx �<.<.<> ,��,.�.�.<.,�,�� a��...ww....�,�,: , i � �e w.��<.� �:�����,�,�,�,�,�,�,<,�,.00...w .a�,�_ e, e- �e� .d - -� �..� i...�.<.<.<.,.�.�....�.��.�....___d_� �. ' .. ,.. , �__�___<e<..<_�<_. _r; � _ .. Ftp �: �..� , F.,..,<>, Air' ��mm Ii i I KEY PLAN V i[ WWW-'v'a'tlaCV-'V'¢`. ....... i. ., F } a 3 v : I f a� -. _., x E ...s"• e K. i ,e .. .......... `�...�.,�.._. .......... ... ..... ........... � �i �E :I .,.,.-,.. �, ..,....... .. ,,�i. ._..,.,._.Ili" ........ ..... ..��'`�'`._... ,,..., T FA2/ /Al 7A E THIRD FLOOR - AREA Al x SCALE: 1 /8" = 1'-0" 881111 liY.J_ N T ii., „IT- _,., _ ,r'l AN0 PARK.. �� � 6621L. es; G2.:QQO 1iJ4`'+Ev`er,PIC'�r`re� NO vJrv' A Q A F R 7 R Q 10 11 12 iR 14 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte EiEI{ Kansas City, MO 64105 816 421 8200 phone sF€r� 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \A\\\1111II1tI//,// E. TF/ QP. O. E11200498' STATE OF %��.o�; • �NDI ANP' G\`'�ci\: SS/0NAL 01 /11/1�% ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Third Floor -Area Al &A2 Project Number: 2013.037 © Copyright 2013 I nn AA i 3 4 5 ji ear 816 421 8200 phone 7 g g lU 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 ZU I<� i 31 GENERAL ELECTRICAL NOTES R 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL FI EC%TRICAL COVE (NiaPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTIN(:, HEIGHTS DETAIL ON SHEET 96.01 FOR MOUNTING HEIGHTS rO ALL DE'✓ICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA Q REQUIREMENTS. 6, LIGHT" FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGH,T ti,iGHTS UNLESS SPECIFICALLY SHOWN SWITCHED, MF-CH.ANICAL. Fc)UIPMENT- SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONJ-IGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 4. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET 96.01 FOR AOI T IalVAL WORK NOT SHOWN HERE. P 7— 12 11SPECIAL SYSTEMS 7- KEYED NOTES 11 e H PROVIDE JUNCTION BOX AT 80"A.FF. AND 1/2" CONDUIT TO ACCESSIBLE E e. Eout LOCATION OR =: C 3 0 DOOR /ACCESS CONTROL. L 1 s d D 8 _�• n COMMUNICATIONS BACKBOARD. MOUNT AT 6" ndd_._ d_W..._._._._._�._._�._.___ddddd_._..._ _.__._._. a._.___.__.� .> ._.____ _.r�__ _� _._. ,._ 4 -0 X S 0 X,3/4" PLYW ..OE COMMUN C iI A.FF, FURNISH FIRE -RETARDANT PAINT. E PHONE LINES FOR FIRE ALARM DIALERS. TWO (2) PHONE LINES THIS f d _ LOCATION. F CONCEAL CIRCUITING IN CABINETRY. I PHONE LINE PROGRAMMED O RING DOWN STAFF PAGING NUMBER. p MOUNT DEVICES IN ELEVATOR PIT BELOW PATH OF ELEVATOR TRAVEL. M TWO (2) 2" CONDUIT SLEEVES THROUGH WALL AND/OR FLOOR(S) FOR p ' --• EE i pt ! 3@gs i a j 3 ti TIO NS CABLING FURNISH CONDUITS WITH PULL STRINGSTEL U AND BUSHED ENDS. ; 141 ' 8 TWO I i 3"CONE' CONDUITS STUBBED UP FOR TELECOMMUNICATIONS SERVICES. _- ��� 1 j _ FURNISH CONDUITS WITH BUSHED ENDS AND PULL STRINGS. REFER TO SITE PLAN FOR CONTINUATION. COORDINATE EXACT NUMBERILCATION OF TAMPER AND FLOW SWITCHES i WITH FIRE SPRINKLER CONTRACTOR. L uN-aD 1, t 334 ............a............ _......"_........ _._. a E .. _'___ '_ 4 10 COORDINATE EXACT REQUIREMENTS FOR 'AIV" OUTLETS WITH EXERCISE l i = e____ a EQUIPMENT SUPPLIER. 1 i MOUNT DEVICES IN ELEVATOR HOISTWAYABOVE PATH OF ELEVATOR H TRAVEL. itj i 7" 7 �= „^�,„�� y� fE O ELEVATOR CONTROLLER. COORDINATE WORK 12 PHONE LINE CONNECTION iWITH ELEVATOR MANUFACTURER. DUCT DETECTOR(S) IN SUPPLY ANDIOR RETURN DUCTWORK. WIRE TO C I1HI a` s e 3 SHUTDOWN RESPECTWERTU UPON ACTIVATION OF DETECTOR OR FIRE K 1 U ALARM SIGNAL FROM FIRE ALARM CONTROL PANEL. CORDINATE EXACT LOCATION OF DETECTORS N FIELD WITH MECHANICAL CONTRACTOR ALL i - SUPPLY AIR DETECTORS SHALL BE INSTALLED DOWNSTREAM OF ANY _ z,_,- ,_,_, H s D _..,_... _ _ • E3 @ d 3 E 3 ...... .__ _'____ 9 ......:..... ., is 4 9 a 51 1, FILTERS AND BEFORE ANY BRANCH TAKEOFF, AND ALL RETURN AIR ._. - -- L...•L...A.M.M... ......_W ..', _. .. ....„.., e...........^..^..^... r..............,........,... ........,....... _.i 14 DETECTORS SHA LL BE IN' STALLED AFTER LAST BR ANCH CONNECTION AND A TION. �BEFORE MATCHLINE NY OU JC n CENTER BETWEEN TOP OF MANTEL AND CEILING. 15 PROVIDE JUNCTION BOX AND CONDUIT TO ACCESSIBLE LOCATION I i ° N ; _ a FOR DOOR LOCKI ACCESS CONTROL WIRING. FURNISH 120V RELAY CONTROLLED BY FIRE ALARM SYSTEM TO BREAK LOCK POWER UPON ACTIVATION OF ALARM, COORDINA E ALL WORK WITH OWNER AND . LOCK SYSTEM SUPPLER. DI 31 THIRD FLOOR - AREA B SCALE: 1/8” = V-0” IH IG IF IE IC IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \ „EiTH G O. E11200498:: .o STATE OF =�°•�F !VDI AV?'�`` S!OII NAL "E?�� ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Third Floor - Area B 93032 Project Number: 2013.037 © Copyright 2013 817 Wyandotte Kansas City, MO 64105 ji ear 816 421 8200 phone " 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f \ „EiTH G O. E11200498:: .o STATE OF =�°•�F !VDI AV?'�`` S!OII NAL "E?�� ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 0 ASI #1 31 October 2013 A CCD #1 10 December 2013 Drawn By RDL Checked By DET Electrical - Special Systems - Third Floor - Area B 93032 Project Number: 2013.037 © Copyright 2013 1% A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1L3 LY z q ©m HI [Cid FI EI DI CI "111111M ENLARGED UNIT PLAN - TYPE A -IL 1/4" = 1'-0" GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 1/4" = 1'-0" GENERAL ELECTRICAL NOTES CONT'D 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEW CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR ADDITIONAL WORK NOT SHOWN HERE. 10. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 11. EXISTING CIRCUITING MAY BE RE—USED WHERE POSSIBLE. 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE FOR NEW DEVICES INSTALLED ON EXISTING BLOCK WALLS, CONCEAL CIRCUIITNG IN WIREMOLD. ENLARGED UNIT PLAN - TYPE AD -IL 1/4" = 1'-0" Al g 1 7 1 g 1 9 1 10 1 11 120V PLAN KEYED NOTES O WIRE TO NEAREST UNSWIICHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPLITTER LOCATION—MOUNT AT 48` A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE ENLARGED UNIT PLAN -TYPE B -IL ENLARGED UNIT PLAN - TYPE 132 -IL 1/4" = 1'-0" 1/4" = V-0" 12 113 114 115 116 117 118 119 1 20 121 1 22 IR IQ IP IN IL IK IH IG IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone S 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f %%J1111111 III� E. TH N0. E11200498 , �.o STATE OF ''����isS�ONAL►►�?G```�� ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93051 Project Number: 2013.000 © Copyright 2013 Z AI 31 31 n r- I J I '+ 1 D 1 10 1 / 1 8 y lU 11 1 12 113 14 1 15 16 17 18 19 2U I ENLARGED UNIT PLAN - TYPE C -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE D(ACCESSIBLE)-IL 1/4" = 1'4" d R 1 7 ENLARGED UNIT PLAN - TYPE D -IL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE E -IL 1/4" = V-0" A 9 10 11 12 14 ENLARGED UNIT PLAN - 1 /4" = V-0" PLAN KEYED NOTES O WIRE TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPUTTER LOCATION -MOUNT AT 48" A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH -IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATEE, TYPE DD -IL GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR ADDITIONAL WORK NOT SHOWN HERE. 10. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 11. EXISTING CIRCUITING MAY BE RE -USED WHERE POSSIBLE 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE. FOR NEW DEVICES INSTALLED ON EXISTING BLOCK WALLS, CONCEAL CIRCUITING IN WIREMOLD. 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 IP IL IK IJ IH �19 IF �L ID Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 i 3 816 421 8200 phone Mi3 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f `0uiiiuru1q ` E.TH No. E11200498 .p STATE OF ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93052 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 15 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U F_ 4I VII ENLARGED UNIT PLAN - TYPE F -IL 1/4" = 1'-0" ENLARGED UNIT PLAN -TYPE G -IL ENLARGED UNIT PLAN - TYPE S2 -IL n A IR IQ IP IN IL IK ❑M CI u� ENLARGED UNIT PLAN - TYPE S8 -IL 1/4" = 1'-0" A I I 7 I -,A 4 .ri 6 1 7 1 8 1 9 110 T 11 ENLARGED UNIT PLAN - TYPE S8(ACCESSIBLE)-IL 1/4" = 1'-0" 12 113 114 115 116 ID PLAN KEYED NOTES O WIRE TO NEAREST UNSWTTCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA t�2 CATV AND PHONE SPUTTER LOCATION—MOUNT AT 48' A.F.F. REFER TO C LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE 17 118 119 1 20 121 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f v��n� i i Howl S. TH No. E11200498: _ STATE OF : Qr I _ I I o •• .,INDIANP. , •G`�`.� ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93053 Project Number: 2013.000 © Copyright 2013 GENERAL ELECTRICAL NOTES H 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. E E J. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. e `l E i _ -------- __ _ J 3� D } CON U ----------- r_______.__._._._�-------.__-----.--- _-- :'. _.-.__.,_._.__......._._._._._._.........._.._ NEW AFTER INSTALLATION. _._._.................. <--- ..._.:-::.: _-._: - - — --- - !- PATCH FLOOR MAKE ------------y !. I i i I i i [ r 3 S i i ! _._ ._.__ ._.._. . 1 i l :�•._ _...y 1 i E t 3 _. __.._ i:__ ___ ___ ___.: ________.__.____._._._._._.___._._._. ____............ . . _____ ._._ ., _. _._._____._..._._ ... _.._..._.___._ _._.......... _.. _._.__.______._._._._._ LING FANS ..._...._.__.._,..__..._............_...._._._...._._ __ __._._____.___ __._._._.__.__.... _ ( t 5. OORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEI , i .. .............: I (... i! ; ; ;-:_._._::. ! ? i y>: ' _- C PER NEPA REQUIREMENTS. -::e.:-:_.:._ _._ E; ---_._ ._ HVAC DIFFUSERS, SPRINKLER HEADS, ET . 7i i._: 1 e IE I i i �............................i >.{1..... E2. \ +eliE 1 "_.__..... .__. ..........._.........._...._._._._....t .......4 €1 _.__..__.__._ II... ( ,f e i> `; g Y FlXTURES ARE TO FU 71 LIGHT FlXTURES INDICATED AS EMERGENC . 3 { { �`. 3 AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. ti 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. F •� Ej i HANICAL CONTRACTOR COORDINATE EXACT LOCATION WITH MEC \ � � ? tE 1 �. � � li 1 � � � _•_'E.� 1 1 [ E � I E i � 3 1 E _ � . i 8. SE NG E F __ .-----------... .__----- _. _._._._._._._._._._._._.__------------------i EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. t ..._.__._._._....._--------..... . _...-... .............__._..............._............,, ...____........_......._...._ _.......__.__._____.....__. 2> i _.__.__.__....................._._...__._..............._.......___..__._....._...__._....... _.__.__._._._._.._...._._...._.._._.-.__ ._.__..._.. I � T : i _ .............._.._ 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR ADDITIONAL WORK NOT SHOWN HERE L1010'E .. -__ i i CSJ AMP, SINGLE POLE BREAKER IN PANELBOARD CSPARESB E t E E i ........�..._7 E E e� ___._.__._._.__.__ i, € -------------INDICATED."REWERS MADE AVAILABLE BY DEMOLITION. IF NO _._._ ._._____ ; , __ __._._._. _ ____ ___ ________-._m_. _.__._.__.____.__._._._.._._____._ E __._.___.____-__ _ W- ' , I0 3 _____ ;} E ___._._._._.______. _._._._.—_.___._.____._._._.__.__._._._._._._._ _.___.__._._: ________._._._._._.__.___.____._._.__ _ _._._._._._.____.__._._._ ._ ._______._ ;__ __ . __.__...._._.___.._._, {....._...._.........__.__ N, yywti„Vv" 1 i 3E ______.___ SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. e j11 Ll �- r 11. EXISTING CIRCUITING MAY BE RE—USED WHERE POSSIBLE. D 3- OV 120V D - ? D 3 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE. FOR NEW DEVICES D 30 ___.__.___ T `' O ._._.__.____--___ INSTALLED ON IXISTING BLOCK WALLS, CONCEAL CIRCUITING IN \ .:_: MREMOLD. ❑M CI u� ENLARGED UNIT PLAN - TYPE S8 -IL 1/4" = 1'-0" A I I 7 I -,A 4 .ri 6 1 7 1 8 1 9 110 T 11 ENLARGED UNIT PLAN - TYPE S8(ACCESSIBLE)-IL 1/4" = 1'-0" 12 113 114 115 116 ID PLAN KEYED NOTES O WIRE TO NEAREST UNSWTTCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA t�2 CATV AND PHONE SPUTTER LOCATION—MOUNT AT 48' A.F.F. REFER TO C LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE 17 118 119 1 20 121 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f v��n� i i Howl S. TH No. E11200498: _ STATE OF : Qr I _ I I o •• .,INDIANP. , •G`�`.� ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93053 Project Number: 2013.000 © Copyright 2013 RI 3I AI 31 1 2 1 3 1 4 1 5 1 6 7 18 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 ENLARGED UNIT PLAN - TYPE A -AL 1/4" = 1'-0" GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. ENLARGED UNIT PLAN - TYPE A2 -AL 1/4" = 1'-0" GENERAL ELECTRICAL NOTES CONT'D 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR ADDITIONAL WORK NOT SHOWN HERE. 10. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 11. EXISTING CIRCUITING MAY BE RE—USED WHERE POSSIBLE. 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE FOR NEW DEVICES INSTALLED ON EXISTING BLOCK WALLS, CONCEAL CIRCUITING IN WIREMOLD. ENLARGED UNIT PLAN - TYPE B -AL 1/4" = 1`-0" PLAN KEYED NOTES O WIRE TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPUTTER LOCATION—MOUNT AT 48" A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE FURNISH JUNCTION BOX WITH BLANK COVERPLATE ENLARGED UNIT PLAN - TYPE 132 -AL �o IP IL IK IH IG IF �u IC ENLARGED UNIT PLAN - TYPE C -AL 1/4" = 11-01. 1 /4" = V-0" 4 Z A R 7 R Q 1n 11 17 1A 1 111 1 17 1 1R I 1Q )n 71 91) Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone brei e. 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317,846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E:TH No. ' E11200498 .p STATE OF :tea &P, ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum #1 23 September 2013 2Q ASI #1 31 October 2013 Q3 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93054 Project Number: 2013.000 © Copyright 2013 1 12 13 14 15' 16 17 18 19 110 111' 112 4'-01/2"= 8'-4" M P N U0 k 2 First Floor Plan - Area C2 PLAN NORTH IF mm F 15'-111/4" 15'-41/4" U-> —j L -FIUL o r-- Paper Towelfwaste 0 j- Dispenser (10801) - E R=6" co r- -T— V,R= 20- 2'-71/2" L Mirror (08800) - N17 -0 11 Cr- 60" Dia. clear floor space - J8 I 010 J14 N11 Cn D C) I CP MC + 2! Kitchen C171 M, R=:6" co 46 E 21-4"e C E clear 4=1 5 C/) 0 Ice cream freezer; D re Sheet 6 1. 01 CS Al Enlarged Plan - MC Kitchen C171 PLAN r--- 0 A " 3104 1/4" =1'-0" 0 V 2* 4' NORTHI 1 1 2 3 4 5 6 18'-3114" 1)V lx&tu IVIRalu approach at sink Towel Bar (10801) Robe Hook (1080 1) L11 Mt I %AV=t 01 IVIVIVZO (06402) P21 154.01 A7 Enlarged Plan - Toilet C169 & Spa C170 PLAN I 3t04 1/4"=l' -0" 0 1' 2' 4' < 1 NORTH 7 1 8 1 9 1 10 1 11 1-2 13 114 IL 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 14 1 15 1 16 1 17 T-91/4" Concrete patio at first floor. Re: Structural. 0' Deck at second and third floors per section. —6 1/2" PLAN NORTH 18 Carmel Senior Living R SW quadrant of 1 Jbth btreet and Illinois Street Cannel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80M 19 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management N CY') 817 Wyandotte Kansas City, MO 64105 .. ....... ... 816 421 8200 phone C14 816 421 1262 fax design with insight.com V- - I 'ItT 8-4- 3'-2114" Structural Engineer Bob D. Campbell & Cornpany, Inc - 4338 Belleview Kansas City, Missouri 64111 816-531-4144 p 18165318572 f L Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913492-2400 p / 9134922437 f K CMI Engineer Weihe Engineers 10505 N. College Avenue Indianaixilis, IN 46280 317,846 .6611 p, 1317-843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913-362-1800 p, 19133622609 f :I I Dimensioninn Notes: - Dimensions are to face of wall framing - Refer to enlarged unit plans for i additional dimensions and information G AR11200135 STATE OF 15- H I T F Q, 01spill I 13.07.11 16:40:09 -05'00' ISSUED FOR PLAN NORTH 100% Construction Documents 11 July 2013 E wd KEY PLAN 23 24 X W Drawn By Author Checked By JBT Enlarged First Floor Plan - B Area C2 31004 A Project Nunter 2013037 Copyright 2013 R AI r�I 101 31 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 ENLARGED UNIT PLAN - TYPE C(ACCESSIBLE)-AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE MA ENLARGED UNIT PLAN - TYPE D -AL ENLARGED UNIT PLAN - TYPE MC ka ww W ENLARGED UNIT PLAN - TYPE E -AL 1/4" = 1'-0" ENLARGED UNIT PLAN - TYPE MD GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. J. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCUT FLOOR TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. PATCH FLOOR TO MAKE LIKE NEW AFTER INSTALLATION. 5. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6. LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR ADDITIONAL WORK NOT SHOWN HERE 10. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 11. EXIS77NG CIRCUITING MAY BE RE—USED WHERE POSSIBLE. 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE. FOR NEW DEVICES INSTALLED ON EXISTING BLOCK WALLS, CONCEAL CIRCUITING IN WIREMOLD. PLAN KEYED NOTES O WIRE TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPUTTER LOCATION—MOUNT AT 48' A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDITIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" A R 7 R A 1(1 11 17 1q 1A 1; 11; 17 1A 1 Q Ofl ')i OO IR IQ IP IL IK IH �C IF IE �IIXI IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture i Interior Design I Construction Management f 817 Wyandotte €E Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0111iiiini'nii E.TH No. ' E11200498 ,o'• STATE OF c /ND 1ANP. ISSUED FOR: 100% Construction Documents 11 July 2013 Qi Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 9 3055 Project Number: 2013.000 © Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 31 ENLARGED UNIT PLAN - TYPE B(ACCESSIBLE)-IL 1/4" = 1'4" PLAN KEYED NOTES L (DWIRE TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPLITTER LOCATION—MOUNT AT 48" A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDJIIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE K ENLARGED UNIT PLAN -TYPE SNL 1/4" = 1'-0" Z A R 7 R Q 1n 11 10 11 1A 1F 1F 17 1 1R 1 10 )n 71 7O IH IF �U IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design t Construction Management 817 Wyandotte Kansas City, MO 64105 �e E816 421 8200 phone e@ses F F.. 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E;TH S No. El 1200498 .o . STATE OF :mak /MDIANP G�?�;. "11 S�0NAI.t,�`�``. OV, ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93056 Project Number: 2013.000 © Copyright 2013 R GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NAAONAL ELECTRICAL COME (NFPA 70) AND ALL LOCAL BUILDING CODES. --------- 2. REFER TO MOUNTING HEIGHTS DETAIL ON SHEET EXXX FOR MOUNTING Q _.. --, —� --------m_ ___.__ _ro -- -- HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE J. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. SAWCLri Ei00R TO INSTALL FLOOR BOXES AND ALL ASSOCIATED CONDUIT. E PATCH FLOUR TO MAKE LIKE NEW AFTER INSTALLATION. i i S. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, P HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 6, LIGHT FIXTURES INDICATED AS EMERGENCY FIXTURES ARE TO FUNCTION AS NIGHT LIGHTS UNLESS SPECIFICALLY SHOWN SWITCHED. D I! j 120V I 7. MECHANICAL EQUIPMENT SHOWN DASHED IS TO BE INSTALLED ON ROOF. E COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. i { � 8. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING J , pi EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED, O E N 9. REFER TO LOW VOLTAGE RISER DIAGRAMS ON SHEET EXXX FOR i 2 _ ADDITIONAL WORK NOT SHOWN HERE 10. HOMERUN CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELB04RD =----'-''--`: INDICATED, SPARE BREAKERS MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. I j 30 Wm -F i 11. EXISTING CIRCUlTTNG MAY BE RE—USED WHERE POSSIBLE LH 12. CONCEAL CIRCUITING IN WALL WHERE POSSIBLE: FOR NEW DEVICES M �e �^ N ij E �' �i INSTALLED ON EXISTING BLOCK WALLS, CONCEAL CIRCUITING 1N �3 .� ; WIREMOLD. 31 ENLARGED UNIT PLAN - TYPE B(ACCESSIBLE)-IL 1/4" = 1'4" PLAN KEYED NOTES L (DWIRE TO NEAREST UNSWITCHED RECEPTACLE CIRCUIT SERVING THIS ROOM/AREA. O CATV AND PHONE SPLITTER LOCATION—MOUNT AT 48" A.F.F. REFER TO LOW VOLTAGE RISER DIAGRAM FOR ADDJIIONAL INFORMATION. O ROUGH—IN AND WIRE FOR FUTURE FIRE ALARM DEVICE. FURNISH JUNCTION BOX WITH BLANK COVERPLATE K ENLARGED UNIT PLAN -TYPE SNL 1/4" = 1'-0" Z A R 7 R Q 1n 11 10 11 1A 1F 1F 17 1 1R 1 10 )n 71 7O IH IF �U IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design t Construction Management 817 Wyandotte Kansas City, MO 64105 �e E816 421 8200 phone e@ses F F.. 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E;TH S No. El 1200498 .o . STATE OF :mak /MDIANP G�?�;. "11 S�0NAI.t,�`�``. OV, ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Special Systems - Enlarged Unit Plans 93056 Project Number: 2013.000 © Copyright 2013 z AI .. I 31 L 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1LL za EQUIPMENT FAULT CURRENT RATING SCHEDULE EQUIPMENT SCA AIC NOTES MAIN SWITCHBOARD MSB1 31,979 35,000 1 PANELBOARD H1N 27,301 35,000 1,3 TRANSFORMER T -LIN 24,809 - _ PANELBOARD LIN 5,099 10,000 1 PANELBOARD G1 Z822 10,000 1 PANELBOARD G2 Z307 10,000 1 TRANSFORMER L2N DISCONNECT 21,582 22,000 1 TRANSFORMER T-L2N 20,473 - 59.1 PANELBOARD L2N 4,887 10,000 1 TRANSFORMER L3N DISCONNECT 10,774 22,000 1 TRANSFORMER T-L3N 9,949 4 350 MCM PANELBOARD L3N 1,741 10,000 1 TRANSFORMERT-R1NA 31,330 - 3 PANELBOARD R1NA 12,237 22,000 1 PANELBOARD RINB 12,117 22,000 1 TRANSFORMER RINC DISCONNECT 25,951 35,000 1 TRANSFORMER T-R1NC 25,522 _ 499.0 PANELBOARD R 1 NC 11,238 22,000 1 PANELBOARD RIND 11,137 22,000 1 EES WIRE GUTTER 6,329 4 2 TRANSFER SWITCHATS-1 DISCONNECT 6,289 10,000 2 AUTOMATIC TRANSFER SWITCH ATS -1 29,603 35,000 1,3 PANELBOARD EMHN 27,555 35,000 0 TRANSFORMER T-EMN 21,333 - - PANELBOARD EMLN 1,921 10;000 1 TRANSFER SWITCH ATS -2 DISCONNECT 6,297 10,000 2 AUTOMATIC TRANSFER SWITCH ATS -2 30,017 35,000 1,3 ROOFTOP UNIT RTU -4 7,396 10,000 1 NOTES: 1. RATING BASED ON AN ASSUMED FAULT AT UTILITY CO. TRANSFORMER OF 36,086 AIC. 2. RATING BASED ON A CALCULATED FAULT AT GENERATOR OF 8,925 AIC. 3. EQUIPMENT MAYBE SERIES RATED. 4. ALL CALCULATIONS PERFORMED USING BUSSMANN POINT-TO-POINT METHOD, 1 RISER DIAGRAM KEYED NOTES 7PROVIDE CONCRETE PAD PER UTILITY COMPANY (IPL) STANDARDS. ❑2 CTS TO BE INSTALLED INSIDE TRANSFORMER BY UTILITY COMPANY (IPL). CONTRACTOR TO MOUNT METER AT TRANSFORMER PER IPL REQUIREMENTS. 3� (1)#6 GROUND IN 112" CONDUIT. BONDING JUMPER TO TELECOMMUNICATIONS GROUND BUS FROM GROUND BUS IN MAIN SWITCHBOARD. MOUNT TELECOM GROUND BUS ON SOUTH WALL OF AN ROOM C130 NEXT TO TELECOMMUNICATIONS BACKBOARD. REFER TO DETAIL ON SHEET 96.01. 44] WIRE GUTTER FOR FEEDER TAPS. SIZE AS REQUIRED. WIRE TO GENERATOR START CIRCUIT. a200 AMP, 3-POL4 HEAVY-DUTY DISCONNECT SWITCH IN NEMA 1 ENCLOSURE. FUSE WITH 150 AMP FUSES. F7 200 AMP, 3 -POLE, HEAVY-DUTY DISCONNECT SWITCH IN NEMA I ENCLOSURE. FUSE WITH 125 AMP FUSES. ❑6 600 AMP, 3 -POLE, NON-FUSED, HEAVY-DUTY DISCONNECT SWITCH IN NEMA 1 ENCLOSURE. 9� 200 AMP, 3 -POLE, NON-FUSED, HEAVY-DUTY DISCONNECT SWITCH IN NEMA 1 ENCLOSURE. 0 100 AMP, 3 -POLE, NON-FUSED, HEAVY-DUTY DISCONNECT SWITCH IN NEMA 1 ENCLOSURE. 11 125 KW/ 156 KVA DIESEL FUELED STANDBY GENERATOR WITH 309 GALLON, DUAL WALL SUB -BASE TANK AND UNIT MOUNTED 225 AMP, 3 POLE CIRCUIT BREAKER DISCONNECT. 12 EMERGENCY REMOTE -OFF PUSHBUTTON. FURNISH AND INSTALL PERMANENT ENGRAVED PLAQUE TO READ "REMOTE GENERA TOR -OFF PUSHBUTTON" IN 3/4" HIGH LETTERS, 13 ONE (1) #3/0 BONDING JUMPER TO BUILDING GROUNDING ELECTRODE SYSTEM. PAD -MOUNTED UTILITY COMPANY TRANSFORMER BOND TO GROUND BUS IN MSB I. MAKE ELECTRICALLY J CONTINUOUS 1 Fi EQUIPMENT FEEDER SCHEDULE LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CODE MIN. (VA) LIGHTS 79,302 FEEDER NO. EQUIPMENT LOAD (AMPS) SETS # OF WIRES FEEDER SIZE GROUND MATERIAL CONDUIT SIZE FO MAIN SWITCHBOARD MSB1 2,060.8 8 4 600 MCM - ALUMINUM 4" F1 PANELBOARD LIN 172.5 1 4 350 MCM #2 ALUMINUM 3" F2 TRANSFORMER T-L2N 59.1 1 3 #2/0 #4 ALUMINUM 2" F3 PANELBOARD L2N 136.3 1 1 4 350 MCM #2 ALUMINUM 3" F4 TRANSFORMER T-L3N 23.9 1 3 #4 #8 ALUMINUM P F5 PANELBOARD L3N 55.2 1 4 #1/0 #6 ALUMINUM 2" F6 PANELBOARD R1NA 499.0 2 4 350 MCM #3/0 ALUMINUM 3" F7 PANELBOARD R1NB 498.8 2 4 350 MCM #310 ALUMINUM 3" F8 TRANSFORMER T-R1NC 333.7 2 3 300 MCM #1/0 ALUMINUM 2-112" F9 PANELBOARD RINC 490.4 2 4 350 MCM #310 ALUMINUM 3" F10 PANELBOARD RIND 497.8 2 4 350 MCM #310 ALUMINUM 3" F11 EES WIRE GUTTER 162.9 1 4 300 MCM #1/0 ALUMINUM 3" F12 TRANSFER SWITCH ATS -1 DISCONNECT 71.9 1 4 #210 #4 ALUMINUM 2" F13 AUTOMATIC TRANSFER SWITCH ATS -1 71.9 1 4 #2/0 #4 ALUMINUM 2" F14 PANELBOARD EMHN 71.9 1 4 #2/0 #4 ALUMINUM 2" F15 TRANSFORMER T-EMN 21.7 1 3 #4 #8 ALUMINUM i" F16 PANELBOARD EMLN 50.1 1 4 #1/0 #6 ALUMINUM 2" F17 AUTOMATIC TRANSFER SWITCH ATS -2 92.6 1 4 #310 #4 ALUMINUM 2" F18 TRANSFER SWITCH ATS -2 DISCONNECT 92.6 1 4 #310 #4 ALUMINUM 2" F19 PANELBOARD G1 77.7 1 3 #1 #8 COPPER 1-112" F20 PANELBOARD G2 49.0 1 3 #1 #8 COPPER 1-112" COMMONG.E.C. 8'-0" LONG 518" COPPER CLAD DRIVEN GROUND ROD (TYPICAL OF 2) MAIN SWITCHBOARD SCHEDULE LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CODE MIN. (VA) LIGHTS 79,302 PANEL DESIGNATION MAIN BUS AMPS: 2500 VOLTAGE: 480/277 10KVA + 50% REST MOUNTING: PAD 34,866 1.25 x LARGEST+ SUM OF REST 36,116 AIR CONDITIONING MAIN BREAKER AMPS: MSB 1 2500 PHASE/WIRE: 30, 4W 35,600 LOCATION: CENTRAL ELEC C107 0 1.25 0 NON -CONTINUOUS AIC RATING: 35,000 126,050 KITCHEN EQUIPMENT 124,823 0.65 81,135 DWELLING UNIT LOADS 2,219,918 0.23 CIRCUIT RESIDENT UNIT LOADS 957,501 CIRCUIT BREAKER 555,350 TOTAL CONNECTED LOAD (VA): FEEDER SIZING LOAD (VA): 1,713,332 NO. CIRCUIT DESIGNATION KVA POLE FRAME COPPER SETS # OF WIRES SIZE GROUND MATERIAL CONDUIT COPPER 1 DISTRIBUTION PANELBOARD DPI 1664.9 3 1200 1200 44 314" 500 MCM 25 0 MCM I ALUMINUM M 3-112" COPPER 2 PANELBOARD H1N 101.2 3 200 1 4 250 MCM #4 ALUMINUM i 2-1/2" 3 TRANSFORMER T -LIN 79.2 3 200 125 1 3 #2/0 #4 ALUMINUM i 2" 4 AUTOMATIC TRANSFER SWITCH ATS -I 54.7 3 200 125 1 4 #210 #4 ALUMINUM 2" z 5 AUTOMATIC TRANSFER SWITCHATS-2 79.8 3 200 150 1 4 #310 #4 ALUMINUM 2" 0 i= 6 TRANSFORMER T-RINC 924.7 3 600 450 2 3 300 MCM #1/0 ALUMINUM 2-112" v W 7 TRANSFORMER T-RINA 946.0 3 600 450 2 3 300 MCM #1/0 ALUMINUM 2-112" z z 8 TRANSFORMER T-L2N 51.4 3 200 125 1 3 #210 #4 ALUMINUM 2" 9 TRANSFORMER T-L3N 19.5 3 100 50 1 3 #4 #8 ALUMINUM 1" m 10 ROOFTOP UNIT RTU -4 29.2 3 100 1 50 1 3 #6 #10 COPPER 314" iY 11 SPACE 0.0 3 400 U) 12 SPACE 0.0 3 200 13 SPACE 0.0 3 200 14 SPACE 0.0 3 100 15 SPACE0.0 3 100 I T 16 EXTERNAL TVSS 0.0 3 100 60 1 1 1 3 #4 1 #f0 T COPPER PANELBOARD SIZING LOAD LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CODE MIN. (VA) LIGHTS 79,302 1.25 99,128 RECEPTACLES 144,862 10KVA + 50% REST 77,431 MOTORS 34,866 1.25 x LARGEST+ SUM OF REST 36,116 AIR CONDITIONING 227,541 1.00 227,541 SPACE HEATING 35,600 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 126,050 1.00 126,050 KITCHEN EQUIPMENT 124,823 0.65 81,135 DWELLING UNIT LOADS 2,219,918 0.23 510,581 RESIDENT UNIT LOADS 957,501 0.58 555,350 TOTAL CONNECTED LOAD (VA): 3,950,462 SIZING LOAD (VA): 1,713,332 TOTAL CONNECTED LOAD (AMPS): 4,751.7 SIZING LOAD (AMPS): 2,060.8 REMARKS: 1. CUTLER HAMMER POW -R -LINE C SWITCHBOARD OR EQUAL: 2. TWO -SECTION (MAINIPULL SECTION AND DISTRIBUTION SECTION) SWITCHBOARD. 3. FURNISH WITH EXTERNALLY -MOUNTED TVSS. 4. MAIN BREAKER AND BREAKER FOR DP1 (#1) TO HAVE GROUND FAULT PROTECTION. GROUNDING ELECTRODE CONDUCTOR SCHEDULE GROUND DESIG. EQUIPMENT SERVED NO. CONDUCTOR GROUND MATERIAL CONDUIT SIZE G1 GROUNDING ELECTRODE CONDUCTOR 1 #310 COPPER I" G2 MAIN COMMON GROUND 1 #3/0 COPPER I" G3 EAST VERTICAL COMMON GROUND 1 #1/0 COPPER i" G4 j TRANSFORMER T-L1N 1 #2 COPPER 314" G5 TRANSFORMER TL2N 1 #2 COPPER 314" G6 TRANSFORMER T-L3N 1 #6 COPPER 112" G7 TRANSFORMER T-R1NA 1 #310 COPPER I" G8 TRANSFORMER T-R1NC 1 #310 COPPER 1" G9 TRANSFORMER T-EMN 1 #6 COPPER 1/2" G10 GENERATOR 1 #2 COPPER 314" Gil TRANSFORMERT-PL1 1 #6 COPPER 112" ELECTRICAL RISER DIAGRAM NOT TO SCALE n GENERATOR CALCULATIONS CONNECTED LOADS TO GENERATOR (VA) SIZING LOADS DESCRIPTION ATS -1 ATS -2 TOTAL DEMAND FACTOR CODE MIN. (VA) LIGHTS 15,201 0 15,201 1,25 19,001 RECEPTACLES 4,290 8,080 12,370 10KVA + 50% REST 11,185 MOTORS 16,253 2,000 18,253 1.25xLARGEST -SUM of REST 19,503 AIR CONDITIONING 8,736 59,832 68,568 1.00 68,568 SPACE HEATING 0 0 0 0.00 0 CONTINUOUS 0 0 0 1.25 0 NON -CONTINUOUS 10,250 0 10,250 1.00 10,250 KITCHEN EQUIPMENT 0 9,908 9,908 0,70 6,936 TOTALS (VA): 1 TOTALS (AMPS): 54,730 65.8 79,620 96.0 134,550 161.8 �£ �� �` f ' anis ,�_ £` .� 135,443 162.9 "cF�n f v ur - i -- FOR FEEDER SIZES 7 1 R 9 110 Ill 112 114 115 116 117 118 119 1 20 121 122 IR IQ IP IN IL IK IH RE.' 94.02FUH UUNIINUAI/UN IG IF �r ID g >o=> �--� TO EMHS E- 0 TO STH1 IC TO DPI Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone ' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f S. TH No. ' E11200498' .p'. STATE OF:Qr "Vo IXVO .-�- ISSUED FOR: 100% Construction Documents 11 July 2013 0,1 Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Riser Diagram 94001 Project Number: 2013.000 © Copyright 2013 AI 311 n A ' 3 1 4 1 5 I 6 17 1 8 1 9 1 1U 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U 21 LL LJ EQUIPMENT FEEDER SCHEDULE SCHEDULE EQUIPMENT GROUND DESIG. EQUIPMENT SERVED NO. CONDUCTOR GROUND MATERIAL CONDUIT SIZE FEEDER NO. EQUIPMENT LOAD (AMPS) SETS # OF WIRES FEEDER SIZE GROUND MATERIAL CONDUIT SIZE F19 PANELBOARD LIS 90.9 1 4 #310 #6 ALUMINUM 2' F20 TRANSFORMER T-L2S 41.5 1 3 #2 #6 ALUMINUM 1-114" F21 PANELBOARD L2S 95.7 1 4 #310 #6 ALUMINUM 2" F22 PANELBOARD KP1 DISCONNECT 140.6 1 4 250 MCM #4 ALUMINUM 2-1/2" F23 PANELBOARD KP1 eNg6 1 TRANSFORMERT-MCI 0 #1/0 COPPER I" F24 TRANSFORMER T RISA 311.9 2 3 300 MCM #1/0 ALUMINUM 2-112" F25 PANELBOARD RISA 353.8 2 4 350 MCM #3/0 ALUMINUM 3" F26 PANELBOARD RISB 365.9 2 4 350 MCM #3/0 ALUMINUM 3" F27 TRANSFORMER T -MCI 3 3 0 600 450 3 I 300 MCM 1 F28 PANELBOARD MCI 120.2 1 4 350 MCM #1/0 ALUMINUM 3" F29 PANELBOARD MC2 1 1 0 9 ROOFTOP UNIT RTU -1 17.0 3 F30 TRANSFORMER T-R2SA 300.8 2 3 300 MCM #1/0 ALUMINUM 2-112" F31 ! PANELBOARD R2SA 345.7 2 4 350 MCM #3/0 ALUMINUM 3" F32 I PANELBOARD R2S8 L 348.5 2 4 350 MCM #310 ALUMINUM 3- F33 TRANSFORMER T-R3SA 3 12 ; SPACE 0.0 1 F34 PANELBOARD R3SA 387.7 2 4 350 MCM #1/0 ALUMINUM 3" F35 PANEL 6OARDEMHS 27.7 1 4 #3 #8 ALUMINUM 1-114" F36 TRANSFORMER TEMS 12.0 1 3 #10 #10 COPPER 112" F37 PANELBOARD EMLS 27.7 1 4 #4 #8 ALUMINUM 1-1/4" F38 PANELBOARD STHI 92.6 1 4 #NO #4 ALUMINUM 2" F39 TRANSFORMER T-ST1 20.6 1 3 #4 #8 ALUMINUM 1 " F40 PANELBOARD STL1 47.6 1 1 4 #1/0 #6 1 ALUMINUM 2" GROUNDING ELECTRODE CONDUCTOR SCHEDULE SCHEDULE EQUIPMENT GROUND DESIG. EQUIPMENT SERVED NO. CONDUCTOR GROUND MATERIAL CONDUIT SIZE G2 MAIN COMMON GROUND 1 #3/0 COPPER 1" G12 WEST VERTICAL COMMON GROUND 1 #310 COPPER 1" G13 TRANSFORMER T-L1S 1 #6 COPPER 112" G14 TRANSFORMER T -KPI 1 #2 COPPER 314" G15 TRANSFORMER T-L2S 1 96 COPPER 112" G16 TRANSFORMER T -RISA 1 # COPPER V, G17 TRANSFORMER T-R2SA 1 #310 COPPER 1" GIB TRANSFORMERT-R3SA 1 1 COPPER 1" G19 TRANSFORMERT-MCI 1 #1/0 COPPER I" G20 TRANSFORMER T -EMS 1 #8 COPPER 112" G21 TRANSFORMER T -STI 1 #6 COPPER 112" EQUIPMENT FAULT CURRENT RATING SCHEDULE SCHEDULE EQUIPMENT SCA AIC NOTES DISTRIBUTION PANELBOARD DPI 26,303 35,000 1 PANELBOARD HIS 24,674 35,000 1,2 TRANSFORMER T-L1S 17,832 - I PANELBOARD LIS 2, 846 10,000 1 TRANSFORMER L2S DISCONNECT 13,006 22,000 2 TRANSFORMER T-L2S 12,233 - 1 PANELBOARD L2S 2,652 10,000 1 TRANSFORMER T -KPI 22,449 #�-10 I PANELBOARD KP1 DISCONNECT 4,973 10,000 1 DISTRIBUTION PANELBOARD SCHEDULE LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CODE MIN. (VA) LIGHTS 33,511 1.25 PANEL DESIGNATION MAIN BUS AMPS: MAIN BREAKER AMPS: AIC RATING: 1200 1200 35,000 VOLTAGE: PHASE/WIRE: 4801277 30,4W 14,741 1.25xLARGEST+SUM OFRFST MOUNTING: LOCATION: FLOOR ELECTRICAL C145 50.162 1.00 50,162 E D P 1 CIRCUIT CIRCUIT DESIGNATION NO, KVA CIRCUIT BREAKER POLE FRAME TRIP SETS # OF WIRES FEEDER SIZE GROUND MATERIAL CONDUIT PANELBOARD HIS 82.7 3 200 125 1 4 #�-10 #4 ALUMINUM 2" 2 TRANSFORMER T -L IS 39.9 3 100 70 1 3 3 #2 i #6 ALUMINUM 1-114" 3 TRANSFORMER T-L2S 34.0 3 100 1 70 1 3 #2 #6 ALUMINUM 1-114" 4 TRANSFORMER T -KPI 3 0 WnNe!" 5 TRANSFORMER T -RISA 447.1 3 600 450 2 3 300 MCM #1/0 ALUMINUM2.112" Q 6 TRANSFORMER T -MCI 7 TRANSFORMER T-R2SA 431.2 3 3 0 600 450 i 2 I 300 MCM #1/0 ALUMINUM 2-1/2" Q 8 TRANSFORMER T-R3SA 3% 0 2 0 2 L 9 ROOFTOP UNIT RTU -1 17.0 3 100 30 7 3 #10 #10 COPPER 1/2" 10 COMMERCIAL CLOTHES DRYER 30.0 3 100 45 1 3 i #6 #10 it COPPER 314" 11 SPACE 0.0 3 400 12 ; SPACE 0.0 3 200 I I 13 SPACE 0.0 3 200 14 SPACE 0.0 3 100 s I 15 SPACE 1 0.0 1 3 100 I IR IQ IP IN IL 11111111111111110 IJ MR mu 111111111111111111h MC 3 ELECTRICAL RISER DIAGRAM NOT TO SCALE A A F 7 R 9 10 11 12 13 14 15 16 17 1R 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 1,6 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p l 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f _ No. E11200498: STATE OF AID IANP. ?G0 ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Riser Diagram 94002 Project Number: 2013.000 © Copyright 2013 t PANELBOARD SIZING LOAD LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CODE MIN. (VA) LIGHTS 33,511 1.25 41,889 RECEPTACLES 73,860 IOKVA + 50% REST 41,930 MOTORS 14,741 1.25xLARGEST+SUM OFRFST 1S,73B AIR CONDITIONING 50.162 1.00 50,162 E IR IQ IP IN IL 11111111111111110 IJ MR mu 111111111111111111h MC 3 ELECTRICAL RISER DIAGRAM NOT TO SCALE A A F 7 R 9 10 11 12 13 14 15 16 17 1R 19 1 20 1 21 1 22 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 1,6 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p l 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f _ No. E11200498: STATE OF AID IANP. ?G0 ISSUED FOR: 100% Construction Documents 11 July 2013 Q Addendum 1 23 Sept 2013 Drawn By DC Checked By DET Electrical - Riser Diagram 94002 Project Number: 2013.000 © Copyright 2013 t 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 z AI � 3I 31 31 TWO -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION CONNECTED PANEL DESIGNATION: L 1 N LIGHTS 6,722 1.25 8,403 MAIN LUG AMPS: 400 38,972 AIC RATING: 10,000 * MOTORS MAIN BREAKER.: - VOLTAGE: 208/120 f.25xLARGEST+ SUM OFREST * MOUNTING: SURFACE MAIN BREAKER: 250 VOLTAGE: 208/120 CENTRAL ELEC C107 7,740 MOUNTING: SURFACE ~ � t3 0.00 PHASE/WIRE: 30 4W 0 1.25 PHASE C/B C/B PHASE 15,500 DESCRIPTION LOCATION: CENTR4LELECC107 8,565 065 of 10, 3W PHASE/WIRE: 30,4W SIZING LOAD: DESCRIPTION 1176 PHASE A B C C/B U 20 E E., . C/B PHASE TRIP A B C DESCRIPTION A B RECEPT. LIBRARY 720 e€ . �...,I 20 T 43 44 1 DESCRIPTION 1200 A B C TRIP POLE POLE TRIP A B C t L TS. CORK/DOR 516 ¢,, .; 20 1 1 2 E.1...... 500 20 2500 47 48 LTS /L LOBBY GRAND PARLOR 1106 � , 1111.,.:: •e.i £ E i ;�. .y "` 20 1 3 4 2 30I 1_11 2500 1111 CLOTHES DRYER LTS IL DINING 1080 20' 1 5 6 p' 1080 4; 41A1111- 20 ,. ' 2500 52 54 LTS:/e L DINING 1111::: 1080 e 2 0 f 7 8 RECEPT BISTRO/PARLOR TV E `EEE' „ 360 20 1 30 2500 20 CLOTHES DRYER 55 ..� :. 1 20 EEE1!111.l11 SPARE SPACE RECEPT /L DINING ; . ,,, ,, 900 • •� • 20 LT . PR/VAT l S EDN/NG LIBRARY 1111_ �.. , .1111, lllil........, .. ¢ e P ... 1111. 1020 .,_, 1. 1,,11. 20 1 9 10 f 20 : , . 1111.::. , 1000 .......>..., 1111. CLOTHES WASHER SPARE IE,1.,.EI E . e„ .: it .. , z ,w _; . � 20 1 11 12 1 20 BISTRO B 10 FOOD WARMER 1000 CLOTHES WASHER SPARE - € e €se L ¢ 20 f 13 14 1 20 360 1 SPARE RECEPT. LAUNDRY P SPARE 1'1.11 L . E E .,. °� 4... E .EE..... „•111.1 ,��t;�i � ,, ,;L. 20 1 15 16 1 20 J.... x000 E• „ mPE WATER COOLER SPARE t, E,I IEEE E ' I6h,y:E I... „ E... �.. ,.,.. 20 f 17 18 ' 20 69 70 72o RECEPT. TOILETS SPARE E i1EE 900 �E 20 1 19 2 0 1 20 :., 720 � 3 RECEPT PLANT OFFICE PARr SPARE P e.;:"I'll.-, : .,.,..,% 1 t.i - �.:...E . E........ _ :�"e Ede, ¢ 11111 € e e. E >,...,.. e e � ,>, I��.E.1,...E.,......�,.. ,¢ Ea.F ,•Ee,R', 20 f 21 22 - % 0 720 . E f :.. RECEPT.' CORRIDOR SPARE _ 20 1 s 23 24 1 20900 22 75 76 77 78 RECEPT CORRIDOR SPARE 9 Ie„� ... 20 1 25 26 1 2011", 80 1 RECEPT, CORRIDOR SPARE 1111 1111.,€:e� �.� ........,.1...1J 1.111 � . 20 f 27 2 8 1 201111.. 720 82 RECEPT. ELECC107 PACKAGEDA/CUN/TPHP4 i .1, . �. 3120 35 ,.,.,.. 29 30 i 1 2v -: 7 " .1<....,..: SPARE 2 3120 1-1_s. �., eL L YL ; , 1 �, e � Ea 750 2 3� 3211 TOTALS 10 - SPARE 1 4998 , , 30 1 33 34 TOTALS 20 SPARE P @ E €LZ ` €'' SPARE PANELBOARD G> ;` 100 2 20t�l HAIR DRYER 10 _, �11 o„ eE ,L� _; S PARE SPARE ,E 1 EE1.E:E:E., E .1.11� 1111.:; I r 49 98 30 36 GENERATOR BLOCKHEATER s: 1500t65 ,,E €e €E, 20 1 37 38 1 20_tl SPACE , SPARE ENERAT R ATT R G 0 B E YCHAR ER G �..�..,.,e. e e .' 1111.. E e .e<.:. .............. e`E 1111 �. f .� cY . z�c000 iLeEe . E ..€e, e.Pa..:. iiii; 20 d 39 ! 40 r 20 ti°iii P 2 w,., Y .;, SPARE SPARE E 0 2, 3 3 4, 42 1 20 a ' "_P E L,,,E,E" SPARE SPARE 1,; 20 1 39 40 f ., „ - Mz�z0 [ i TOTALS 6216 8124 9198 :.{ 24 f 41 42 6980 5940 5120 TOTALS SECOND SECTION: L1 N PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND MAIN LUG AMPS: 400 LIGHTS 6,722 1.25 8,403 RECEPTACLES 38,972 ' * MOTORS MAIN BREAKER.: - VOLTAGE: 208/120 f.25xLARGEST+ SUM OFREST 0 MOUNTING: SURFACE LOCATION: CENTRAL ELEC C107 7,740 SPACE HEATING � t3 0.00 PHASE/WIRE: 30 4W 0 1.25 PHASE C/B C/B PHASE 15,500 DESCRIPTION 15,500 KITCHEN EQUIPMENT 8,565 065 5,567 10, 3W C/B PHASE SIZING LOAD: DESCRIPTION 1176 DESCRIPTION A B C TRIP POLE 20 E E., . DESCRIPTION POLE TRIP A B C 20 A B RECEPT. LIBRARY 720 e€ . �...,I 20 T 43 44 1 >5 1200 BISTRO WORK COUNTER 1 1 2 RECEPT. LIBRARY 720 €s'E 111 1.. ,.......1.i <Le: , , 11'1 20 t GARAGE DOOR 45 46 > >5 1056 ...1.1: ..>.,..f . 11 11. ........> BISTRO B3A DELI CASE FIREPLACE- LIBRARY/BISTRO E.1...... 500 20 > 47 48 1 >5 .. 1200 BISTRO B4A WINE COOLER 1 RECEP T IL BISTRO 720E L 1-1-11 20 1 1176 49 50 1 20 1800 L,� BISTRO B5A COFFEE BREWER RECEPT IL LOUNGE p' 1080 4; 41A1111- 20 1 51 53 52 54 1 1 15 L � .. ; ` 600 SPACE BISTRO B7A COLD PAN 20 400 RECEPT BISTRO/PARLOR TV E `EEE' „ 360 20 1 RECEPT. PR/VATEDINING 540 , E .. 20 1 55 56 1 20 EEE1!111.l11 SPARE SPACE RECEPT /L DINING ; . ,,, ,, 900 • •� • 20 1 57 58 1 15 1i,,z�zI 504 ;,E , 1; BISTRO B9A PLATE WARMER SPARE FIREPLACE OINING/LOBBY 500 20 1 59 60l-11111.111111 2 15 1-1-1-1,111-1 � 1102 1102 BISTRO B 10 FOOD WARMER 17 18 " ' RECEPT L OBB YICORRIDOR 720 11 20 1 61 62 RECEPT CORRIDOR 5401-1 11111-1-11111"",`.m , ....... 20 1 3 63 64 E,'E 1 1111` 1 20 1 , , , 1 SPARE RECEPT. RECEPT/ON ,, , , , , „1,1,, 1080 20 1 65 66 RECEPT COPYROOM 720 20 1 67 68 1 E• „ mPE E, S TOTALS COP/ER €€` IE IY' 1000- " €L°E P 111-�......• 20 1 2 Q 69 70 1 20 E SPARE RECEPT. CONFERENCEROOM E i1EE 900 �E 20 1 71 72 1 20 500 WATER SOFTENER SPARE RECEPT OFF/CEC126 900 Pt20 1 1 73 74 f 20 500Z-11111 WATER SOFTENER SPARE11111111- RECEPT, OFF/CEC121 77 900 PPQlnz,--1 1.1 20 > 22 75 76 77 78 1 1 „ �, - SPACE SPACE RECEPT OFF/CEC123 900 20 1 RECEPT. OFF/CE 125 720 1 ,4444 20 1 79 80 1 1 ,=77777177 SPACE 20 RECEPT. FIRE 360 20 1 81 82 26 > 111111111113�� �. ...� 750 s PEDICURE STATION ,.,.,.. EXTERIOR RECEPTS > L 720 20 1 83 84 2 20 eL L YL ; , 1 �, e � Ea 750 FAN COILS 500 TOTALS 5040 5500 4960 - 20 1 29 30 1 4602 2670 4152 TOTALS SPARE CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 6,722 1.25 8,403 RECEPTACLES 38,972 10KVA+50 %REST 24,486 MOTORS 0 f.25xLARGEST+ SUM OFREST 0 AIR CONDITIONING 7,740 1.00 7,740 SPACE HEATING 1,000 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 15,500 1.00 15,500 KITCHEN EQUIPMENT 8,565 065 5,567 10, 3W C/B PHASE SIZING LOAD: 61,696 1176 DESCRIPTION SIZING LOAD (AMPS): 171 CONNECTED PHASE LOADS PHASE VA AMPS A 22,838 190.2 B 22,234 185.1 C 23,430 195.1 TOTALS 68,503 190.1 REMARKS• f. CUTLER HAMMER POW -R -LINE M OR EQUAL. E2 BREAKER /S TO BE GFC(-PROTECTED. SINGLE-PHASE PANELBOARD SCHEDULE LOAD DESCRIPTION CONNECTED PANEL DESIGNATION: G 1 LIGHTS 1,560 1.25 1,950 MAIN LUG AMPS: 125 AIC RATING: #N/A 10KVA + 50% REST 14,216 MOTORS 0 * 1 -- 0 MAIN BREAKER: VOLTAGE: 100 2081120 1.25 MOUNTING: RECESSED NON -CONTINUOUS 0 1.00 0 CONTINUOUS 0 SIZING LOAD: 16,166 NON -CONTINUOUS LOCATION: GARAGE 78 LOCATION: Of C) 30 4W PHASE/WIRE: 10, 3W C/B PHASE PHASE C/B CB PHASE 1176 DESCRIPTION 1 PHASE C/B C/B PHASE 20 E E., . DESCRIPTION LTS: GARAGE UNITS GARAGE DOOR DESCRIPTION 20 A B TRIP POLE 20 400 POLE TRIP A B A B C GARAGE DOOR 1176 20 1 1 2 1 20 720 ; E RECEPT GARAGE UNITS GARAGE DOOR EEE„E „ 1176 20 1 3 4 1 20 720 RECEPT. GARAGE UNITS GARAGE DOOR 1176 pee 20 1 5 6 1 20 720 L€ ¢ �� 1000 WUt20 RECEPT: GARAGE UNITS GARAGE DOOR 1176 20 1 7 8 1 20 380 LTS: GARAGE UNITS GARAGE DOOR 1176 �€ELS E �. 20 1 9 10 1 20 400 ,_ LTS: GARAGE EXTERIOR GARAGE DOOR �,� 1176 ,.. 20 1 11 12 1 20 9 ' - EEE1!111.l11 SPARE SPACE z�zMz 20 1 13 14 1 20 20 SPARE SPACE 52 SPARE 1 15 16 1 20 €€ O e 10 SPARE SPACE I - 1 17 18 1 20 1 SPACE SPACE ¢€¢EeE a L@ 20 1 19 20 1 €€Y p @YEE 20 SPACE 13 ..: 1 20 360 f E• „ mPE R SPARE .. "n" .. TOTALS 3528 3528 15 16 > 2 Q 1840 1100 TOTALS CONNECTED PHASE LOADS PH. VA AMPS A 5,368 44.7 B 4,628 38.6 TTL. 9,996 48.1 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. FURNISH WITH FEED-THRU LUGS. 2 TWO -SECTION PANELBOARD SCHEDULE PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 1,560 1.25 1,950 RECEPTACLES 18,432 10KVA + 50% REST 14,216 MOTORS 0 1.25xLARGEST+SUMOFREST 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 CONTINUOUS 0 SIZING LOAD: 16,166 NON -CONTINUOUS 27,800 SIZING LOAD (AMPS): 78 CONNECTED PHASE LOADS PH. VA AMPS A 5,368 44.7 B 4,628 38.6 TTL. 9,996 48.1 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. FURNISH WITH FEED-THRU LUGS. 2 TWO -SECTION PANELBOARD SCHEDULE PANELBOARD SIZING LOAD VA LOAD DESCRIPTION PANEL DESIGNATION: L2N I DEMAND MAIN LUG AMPS: 400 LIGHTS 2,208 f.25 MAIN LUG AMPS: 400 AIC RATING: 10,000 IOKVA+50 %REST 13,450 MAIN BREAKER: VOLTAGE: - 208/120 � MOUNTING: SURFACE AIR CONDITIONING MAIN BREAKER: VOLTAGE: 250 208/120 6,240 MOUNTING: SURFACE 500 0.00 0 CONTINUOUS 0 LOCATION: ELECTRICAL C205 NON -CONTINUOUS 27,800 0 L) I 27,800 LOCATION: ELECTRICAL C205 30 4W 50,250 of U C/B PHASE SIZING LOAD (AMPS): 1 PHASE/WIRE: 1176 30; 4W 1 PHASE C/B C/B PHASE 20 E E., . DESCRIPTION LTS: GARAGE UNITS GARAGE DOOR DESCRIPTION 20 A B C TRIP I POLE 20 400 I DESCRIPTION I TRIP A B C TRIP I POLE I 1000 POLE I TRIP A B C > LTS. CORRIDOR DECORATIVE 724 20 1 1 2 2 30 2500 , r jy Y 4.4 25 00 CL0THESDRYER R HALL LTS THEATE 644 20 1 3 4 , ;1 t 20 ¢ ` 11, 1-1111111- :_� ,'l EXERC/SEB/KE L€ ¢ �� 1000 WUt20 T BOLLARDS S BO LA S 1 45 46 1 ...,,W� ��Ei LTS' COM RM SKYLOUNGE 840 20 1 5 6 47 48Ill'11 ` 2500 30 L ¢ "" 11 "° DOUBLEOVEN E:': L 2825 20 1 17 18 TS: ENTRYPOLES.,' e.1 LTS: EAST POLES TREADMILL 2 30 " "" EEE1!111.l11 CL0THESDRYER SPARE - '1111111-1111--n 20 1 7 8 ` 20 2500 E l E.. E:'': 52 SPARE ... .......... - 1. 1 .1.1... w-111111 1111-1120 ''I L 1 9 10 1 20 E 1111.. :: E E E E.1.1.1..; ':::: E .. 1000 E€EL E E„•,.,.,,� CLOTHES WASHER SPARE 1111 I'll 20 1 11 12 f 20 ...._ 1000 CLOTHES WASHER SPARE 1 20 1 13 14 1 20 360 f RECEPT. LAUNDRY R SPARE .. "n" .. 20 1 15 16 > 2 Q 20 720 RECEPT- C T TOILETS SPARE_111 _ 20 f 17 18 1 20 F, .'. 900 RECEPT CORRIDOR SPARE 60 20 1 19 20 > 20 540 I RECEPT' CORRIDOR SPARE11111111- 11111.111111111111111-111-1-n- 20 1 21 22 1 20 RECEPT MASSAGE540I'll1 720 RECEPT. CORRIDOR SPARE11 �,1111111111111111111 ",�4= 20 1 23 24 1 20 T. 20 SPARE SPARE ,�. _ 11 11 A 20 1 25 26 > 20 s PEDICURE STATION ,.,.,.. SPARE SPARE 67 20 1 27 28 1 20 SALONWORKSTAT/ON 500 SPARE SPARE - 20 1 29 30 1 20 �„ , Y 3 SPARE SPARE P @ E €LZ ` €'' 20 1 31 32 1 20t�l HAIR DRYER 111 , , ea; SPARE S PARE E': E I IEP & _ e c E 2 0 1 33 3 4 1 _ 1 11 - ,a BxF r :'E:E ..EE SPACE SPARE .1...... 20 > 35 36 f SPARE � E , 3.7, c..E: 1.. wt SPACE SPAREr_l E1 E 20 1 37 38 1 SPARE ,.,E,E.:.:. .,...,...', "_P E L,,,E,E" SPACE SPARE E ' .E E t 20 1 39 40 f SPARE - Mz�z0 [ i SPACE SPARE :.{ 24 f 41 42 1 SPARE I 11,1 - i4 ¢¢4 Ee .L't ¢'e e'.: L,. ` - SPACE TOTALS 724 644 840 1 .. SPACE TOTALS 5900 4940 4400 TOTALS SECOND SECTION: L2N PANELBOARD SIZING LOAD VA LOAD DESCRIPTION I CONNECTED I DEMAND MAIN LUG AMPS: 400 LIGHTS 2,208 f.25 2,760 RECEPTACLES t IOKVA+50 %REST 13,450 MAIN BREAKER: VOLTAGE: - 208/120 1..25xLARGEST +SUM OF REST MOUNTING: SURFACE AIR CONDITIONING 6,240 1.00 6,240 SPACE HEATING 500 0.00 0 CONTINUOUS 0 LOCATION: ELECTRICAL C205 NON -CONTINUOUS 27,800 0 L) I 27,800 PHASE/WIRE: 1 30 4W 50,250 PHASE C/B C/B PHASE SIZING LOAD (AMPS): 1 DESCRIPTION 1176 20 1 7 8 1 20 E E., . 380 LTS: GARAGE UNITS GARAGE DOOR DESCRIPTION 20 A B C TRIP I POLE 20 400 I POLE I TRIP A B C 1 EXERC/SEB/KE 1000 20 1 43 44 > 20 900 m ? RECEPT. MULTI-PURPOSE 20 - ,fin ¢ o i, SPARE SPACE -1-1------, ` 1 15 16 1 , ;1 t 20 ¢ ` 11, 1-1111111- SPARE 20 1 EXERC/SEB/KE L€ ¢ �� 1000 WUt20 T BOLLARDS S BO LA S 1 45 46 1 2011 ��Ei 540 RECEPT. MPR COUNTER EXERC/SEB/KE 1000 20 1 47 48Ill'11 2 30 L ¢ "" 2500 E` E DOUBLEOVEN E:': L 2825 20 1 17 18 TS: ENTRYPOLES.,' e.1 LTS: EAST POLES TREADMILL 1000 20 1 49 50 CLOTHES WASHER RECEPT-LAUNDRY E 5540E1A.. �.:1. 2500 ` :, .........r 1890 TREADM/LLf000 ` 20 1 51 52 > 20 L 1000 MICROWAVE ,; .., r ........o 1 25 26 20 25 " - ¢ ' I 4800L ¢: L € E 1111 RECEPT WELLNESS CENTER 8 ` i` 900 20 1 53 54 1 20 11111-1111.111111 I , y� 1000 DISPOSAL RECEPT WELLNESS CENTER 4i! 720 E 111 . E1.1. E E E 20 f 55 56 f 20 1000 ,.1., 1 3, L' °`. DISHWASHER REFRIGERATOR E lztz1000 z11 1 j' 20 f 57 58 f 20 20 1000 �, L E: REFRIGERATOR 32 3120 , ; , 720 1!,,!'E,,., 2 ..o. ,. . . `v 1; 59 60 1 20 1 11 1800 COOKTOP PACKAGED A/C UNIT FHP -4 1 35 2 61 62 1 20 540 PL ���el, RECEPT SKVCOUNGE 3120I'll11 RECEPT MASSAGE540I'll1 �...: 20 1 63 64 1 20 z�z1. 360 f 1ELe¢ LL[ .`'s ¢ .,¢ Y [`$!E RECEPT.' SKYLOUNGE CNTR T. 20 20 1 65 66 1 20 20 1000 REFRIGERATOR s PEDICURE STATION 1000 1. 20 1 67 68 > 20 1000 .. /CEMAKER SALONWORKSTAT/ON 500 20 1 69 70 1 20 " ": 540 RECEPT GREENHOUSE SALON WORKSTATION 500 r? 20 1 71 72 1 20 ILeL`I 500 ., e ?W. FIREPLACE HAIR DRYER 1000 � ,' ,� r, 20 f 73 74 1 20 540 E PE RECEPT. CORRIDOR 1 0 `L,.,... Yv ....: .E......:: 20 1 75 76 1 20 1111 <....'a'' - 3 .. 1111, SPARE RECEPT SALON 720 20 1 77 78 f 20 1 SPARE SPARE ,.,E,E.:.:. .,...,...', 20 1 79 80 1 20 '„ ', SPARE SPARE - Mz�z0 2 > 8 1 82 1 ee€E . e ee€E e L.E SPACE SPARE I 11,1 - 20 1 83 84 1 .. SPACE TOTALS 1 7840 1 5040 6600 6480 1 3440 6800 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION I CONNECTED I DEMAND CODE MIN. (VA) LIGHTS 2,208 f.25 2,760 RECEPTACLES 16,900 IOKVA+50 %REST 13,450 MOTORS 0 1..25xLARGEST +SUM OF REST 0 AIR CONDITIONING 6,240 1.00 6,240 SPACE HEATING 500 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 27,800 1.00 1 27,800 20 1 SIZING LOAD: 1 50,250 20 720 11,1,1,: 1"._ SIZING LOAD (AMPS): 1 139 CONNECTED PHASE LOADS PHASE VA AMPS A 20,944 174.4 B 14,064 117.1 C 18640 155.2 TOTALS 53,648 1 148.9 REMARKS - 1. CUTLERHAMMERPOW-R-LINE fA OREQUAL. SINGLE-PHASE PANELBOARD SCHEDULE LOAD DESCRIPTION CONNECTED PANEL DESIGNATION: G2 CODE MIN. (VA) LIGHTS * � � U MAIN LUG AMPS: 125 MAIN BREAKER: 100 VOLTAGE: 2081120 PHASEN/IRE: 101, 3W AIC RATING: #NIA MOUNTING: RECESSED LOCATION: GARAGE PHASE C/B DESCRIPTION A B TRIP POLE C/B PHASE POLE I TRIP A B DESCRIPTION GARAGE DOOR 1176 ,,1111 E 1, 1, 20 1 1 2 1 20 720lkll u......, RECEPT: GARAGE UNITS GARAGE DOOR . 1176 20 1 3 4 1 20 720 RECEPT: GARAGE UNITS GARAGE DOOR 1176 20 1 5 6 1 20 720 11,1,1,: 1"._ RECEPT, GARAGE UNITS GARAGE DOOR 1176 20 1 7 8 1 20 E E., . 380 LTS: GARAGE UNITS GARAGE DOOR 1176 20 1 9 10 1 20 400 r� 11_..11, LTS: GARAGE EXTERIOR GARAGE DOOR . 1176 20 1 11 12 1 20 LTS: 2ND FLOOR COMMON 2388 20 1 7 8 • SPARE SPACE e�y ._ - 1 13 14 1 20 - ,fin ¢ o i, SPARE SPACE -1-1------, ` 1 15 16 1 , ;1 t 20 ¢ ` 11, 1-1111111- SPARE 20 1 SPARE SPACE T BOLLARDS S BO LA S 1 11 , YE E 1 17 18 1 - - `.eo€Pi[E:II� SPACE SPACE ". : 1 19 20 1 E 11 - SPACE TOTALS 3528 3528 E:': L 2825 20 1 17 18 TS: ENTRYPOLES.,' e.1 LTS: EAST POLES E 1111 2315 1840 1100 TOTALS CONNECTED PHASE LOADS PH. I VA AMPS A 5,368 44.7 B 4,628 36.6 TTL. 9,996 48.1 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. SINGLE -SECTION PANELBOARD PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 780 1.25 975 RECEPTACLES 9,216 10KVA + 50% REST 9,216 MOTORS 0 1.25 x LARGEST + SUM OF REST 0 CONTINUOUSI 0 1.25 0 NON -CONTINUOUS I 0 1 1.00 0 CONTINUOUS 0 SIZING LOAD: 10,191 NON -CONTINUOUS 0 SIZING LOAD (AMPS): 49 CONNECTED PHASE LOADS PH. I VA AMPS A 5,368 44.7 B 4,628 36.6 TTL. 9,996 48.1 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA PANEL DESIGNATION: H 1 N I CONNECTED DEMAND CODE MIN, (VA) LIGHTS MAIN LUG AMPS: 225 AIC RATING: 35,000 26,393 RECEPTACLES 0 10KVA + 50% REST 0 MAIN BREAKER: M.L.O. VOLTAGE; 4801277 0 MOUNTING: SURFACE � E0 AIR CONDITIONING 65,649 1.00 65,649 SPACE HEATING 14,400 LOCATION: CENTRAL ELEC C107 CONTINUOUS 0 V PHASEPNIRE: 30; 4W NON -CONTINUOUS 0 PHASE CIS PHASEN(IRE: O I C/B PHASE I DESCRIPTION SIZING LOAD (AMPS): I 111 DESCRIPTION A B C TRIP POLE POLE TRIP A B C TRIP LTS: CORRIDORS 1186 E E 20 1 1 2 3 25 E: � 4432 viE E E 4432 +,, ._..., 1111. NEAT PUMP HP 2 CIRCU TS: COMMON i 2080 20 1 3 4 . �....: Yv '11-1,11-1,111-1Co; LTS: 2ND FLOOR CORRIDORS „'1111111 1844 20 1 5 6 .1v:....> �:.. . "1'111 .:. . �,;, , 4432 €' 6371 ¢e €& _ , ', € °° E E :: �6E'et....1..: 6371 LTS: 2ND FLOOR COMMON 2388 20 1 7 8 • 3 30 HEAT PUMP HP -2 (CIRCUIT #2) L :1:111 I;,; .» , 1 9 10 LTS: 3RD FLOOR CORRIDORS 2260 20 3 4 �, asa, ,'2 5 6 •E,,.......... z.E...,.E II�E6P '- eYeP E eL€?€ee 6371 ,., e 2 'P E ¢ LTS: P� 1 UPPER ROOF, ATTIC E 704 �0 1 , 2 2500 L' -:- i kw- LTS; EXTERIOR BUILDING MTD 1247 [I L s E 20 1 13 14 Ese,LSP SPARE 20 1 7 8 } I w �F 5$0 T BOLLARDS S BO LA S 1 11 , YE E 2 0 1 15 16 ' 25 tt, . . 55.40 1 NEAT PUMP HP -6 : 1-11111875 1 9 10 1 20 , � ,. _ . a. Y �4 L 5...0 E:': L 2825 20 1 17 18 TS: ENTRYPOLES.,' e.1 LTS: EAST POLES E 1111 2315 20 1 19 20 �Lr¢P ; 1000 540 CLOTHES WASHER RECEPT-LAUNDRY E 5540E1A.. �.:1. SPARE 20 1 L, S: NORTHWEST POLES :, .........r 1890 20 1 21 22 3 25 I PIE, a 5540HEAT H PUMP HP 7 MONUMENT SIGN 1500 20 1 123 24 . E 1<1w.,, ....E e E¢1 E EE !I E €I€I€ 5540 SPARE ,; .., 20 1 25 26 20 25 " - ¢ ' I 4800L ¢: ELECTRIC HEATER EH -1 S PARE 20 ? 27 28 25 1111. ,�' 1...:, - 4800 r; ELECT RIC HEATER EH -1 PARE 10 1 1 29 30 1 25 4800 ELECTRIC HEATER EH 1 1 1.....1..: 20 19 20 1 20 720 E EEE,; ¢ €€ 1111,. _ SPARE 1 EiIE III Ii E i...... 20 1 31 32 1 , ; , 720 1!,,!'E,,., 2 ..o. ,. . . `v 1; SPACE SPARE ;Y ::.. i:, 20 1 33 34 1 1 a - E> ':: 1 t IYR =e �Ek' .E E e '"s ':. SPACE P 1 35 36 SPARE 20 1 23 24 i SPACE 38 20 > SPACE SPARE �...: 20 ss ` Y 37 1 rM�' _.. ._.. 1 4 9 0 20 1 3_ 1 20 SPACE SPARE ,..,... 1111 111.;1; .3....... a::. 27 28 REFRIGERATOR 1000 20 f 29 ,.....>.. �... 1111. > SPARE ....,..: 1:3 20 1 41 42 r I€IyE ,. ,;, SPACE TOTALS 7136 7105 6873 S11 L - f 26683 26663 26683 T;?TALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION I CONNECTED DEMAND CODE MIN, (VA) LIGHTS 21,114 1.25 26,393 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 0 1.25 x LARGEST + SUM OF REST E0 AIR CONDITIONING 65,649 1.00 65,649 SPACE HEATING 14,400 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 PHASEN(IRE: 30 4W SIZING LOAD: 1 92,042 C/B PHASE SIZING LOAD (AMPS): I 111 CONNECTED PHASE LOADS PHASE 1 VA AMPS A I 33,819 122.0 e 1 33,788 121.9 C i 33, 556 121.1 TOTALS 101,163 121.7 REMARKS: 1, CUTLER HAMMER POW--R-LINE 2A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA PANEL DESIGNATION: L3N CONNECTED DEMAND CODE MIN. (VA) LIGHTS 546 MAIN LUG AMPS: 125 AIC RATING: 10,000 RECEPTACLES 8,560 IOKVA+50 %REST 8,560 � 1,872 MAIN BREAKER: 100 VOLTAGE: 20&'120 2,166 MOUNTING: SURFACE 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 LOCATION: ELECTRICAL C304 NON -CONTINUOUS 12,000 0 U 12,000 PHASEN(IRE: 30 4W SIZING LOAD: 1 C/B C/B PHASE DESCRIPTIONPHASE 65 DESCRIPTION A B C TRIP POLE POLE TRIP A B C LTS•3RDFLOORDECORATIVE 546 I` "`EEEE I.2 20 1 1 2 30 2500 FELE i E ,�,, , ,, 2500 F o € e „_ ,ee 1111 .: 2500 CLOTHES DRYER SPARE E`` LE€. 20 1 E:'.: ..:1,:i, 3 4 SPARE 20 1 5 6 2 30 2500 L' CLOTHESDRYER SPARE 20 1 7 8 . E� .. .,. ..�11,'�E'.,...E ,. SPARE 11 , 2D 1 9 10 1 20 e €esMAIMMMIIIt 1000 1, CLOTHES WASHER N204444- 11 12 1 1 20€ 20 �Lr¢P ; 1000 540 CLOTHES WASHER RECEPT-LAUNDRY SPARE 20 1 SPARE 20 1 13 14 - KlLR I Y SPARE i ��r 20 1 15 16 1 20 900 lt E [ ¢ • RECEPT CORRIDOR M, E,€,;; . e EEL"L. ` ` ` ''. 10 1 17 18 1 20 ' E E : 720 1.,..: RECEPT CORRIDOR RECEPT AL COMM. ROOM 540 20 1 19 20 1 20 720 E EEE,; ¢ €€ RECEPT CORRIDOR f 20 , ; , 720 1!,,!'E,,., 2 RECEPTCORRIDOR RECEPT AL COMM. ROOM 540 i 20 1 21 22 1 20 , , , , , ' ',: L, ' `� 1080 RECEPT CORRIDOR RECEPT THEATER El�,y 540 20 1 23 24 THEA TER AN EQUIPMENT 540 20 > 25 26 1 20 ss ` Y SPARE i 3. iii 9y 1 20 e9� ' -11111111k € LI `: SPARE RECEPT. THEATER COUNTER M,Od360 �'I 20 1 ¢..;.,wv 27 28 REFRIGERATOR 1000 20 f 29 30 > - SPACE �s 1111,, L s'� ¢L ¢ EKL li€;MM S11 L - f 31 32 1 1 15 EI.,.. ... Ee M €,..., e ` n ` 696 EEez,`=, ee lsa SPACE ATTICFANAF3 SPACE �&�.. - -1 11111� - 1 33 34 SPACE �e¢ ¢e �� e E.`i ltl�i€'i €FF E 1 35 36 1 20 3i i' e 1176 EXHAUSTFANEF 7 SPACE "'• 1 37 38 1 20 360 yy=, li 11 RECEPT. ATTIC 11 f !ia6 .1,. - f 3in>.y R .. E Sli Ev ' 3 ���_,._.... ,.r . 9`3 .1.1.1., SPACE SPACE:,...,. 1 39 40 SPACE 1 41 42 f li, SPACE 1O - L e €. R� TOTALS I 1626 900 1540 6620 5816 6476 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 546 1.25 683 RECEPTACLES 8,560 IOKVA+50 %REST 8,560 MOTORS 1,872 f.25xL4RGEST+SUMOFREST 2,166 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 12,000 1.00 12,000 SIZING LOAD: 1 23,409 SIZING LOAD (AMPS): 1 65 CONNECTED PHASE LOADS PHASE VA AMPS A 81246 68.7 B 6,716 55.9 C 8,016 66.8 TOTALS 1 22,978 63.8 REMARKS: 1. CUTLER HAMMER POW -R -LINE IA OR EQUAL. n I q I d I r I R 1 7 1 R I CI I 10 I 11 I 12 I vi I 14 I 15 I 1R 1 17 1 1A I 1 G I 2O I 21 1 22 IR IQ I P _W -0 IL IK IH IG IF _© IIIIIIIIIIIIIIIIIIIIIIIIIIIIn IC Carmel Senior Living n Illinois f 1 6th Street a d SW uad rant o 3 q Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden +Bee Tri I Buck ett P Architecture I Interior Design I Construction Management 817 W andotte RR Y Kansas City, MO 64105 I INL s 816 421 8200 phone v I€!: EI E E :, 816 421 1262 fax " design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f PE11200498 .p.. STATE OF :� \\ "**,1S�ONAI * 00`��` is N//11 ISSUED FOR: 100% Construction Documents 11 July 2013 2! Addendum #1 23 September 2013 ZL ASI #1 31 October 2013 2h CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules ■ Project Number: 2013.000 © Copyright 2013 n I I z I 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 2U 1 21 I LL I LJ I �'* F_ z Al ,II 3I DI I 31 SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION: H 1 S CODE MIN. (VA) LIGHTS 9,680 1,25 MAIN LUG AMPS: 125 RECEPTACLES AIC RATING: 35,000 10KVA + 50% REST 0 MOTORS 8,975 1.25x LARGEST+ SUM OF REST MAIN BREAKER: M.L.O. VOLTAGE: 4801277 22,437 1,00 MOUNTING: SURFACE 5 SPACE HEATING 19,200 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 LOCATION: ELECTRICAL C145 KITCHEN EQUIPMENT 22,437 1.00 22,437 PHASE/WIRE: 30,4W 20 SIZING LOAD: 1 66,946 PHASE 1 C/B U C/B SPARE SPARE PHASE SPARE % W iE , DESCRIPTIO N 1 13 1 1 20 1 SPARE DESCRIPTION POLE TRIP A B C TRIP POLE A B C 15 LTS: KITCHEN, DINING, PARLOR 2474 ' �i s Eee e 20 1 1 2 3 40 X479 . ,.< 1111.,. . 7479 ,' �°� 1111.. .., ......... P MP HP -1 U 111-111111111111111 IHEAT LTS: AL S CORRIDOR NURSE t 9 .__ U 1 . t ., 1.111 E ,i � 310 L 20 1 3 4 j2LZ C nt,..�... 1 1111,.. 1111. . � 20 -� A" ' SPARE 1000 �=;449444 SPARE , I , ........ (CIRCUIT #1) LTS: MC CORRIDOR, COMMON P 2428 20 1 5 6 RECEPT MEDS ROOM SPARE I" E,,Y,� 7479 20 T LTS: 2ND FLOOR AL CORR. 2444 €_ tee." 20 i 7 8 0 720 if tEi.l .. ¢ C Li EE x 7479 •3, L SPARE SPARE LTS: LOWER ROOF ATTIC ,R E 9 e e 1024 E e , , 20 1 9 10 3 40 " 7479 eBSE e ,.. -.' ,..,.,., -E 1111... 7479 HP HEAT PUMP 1 CIRCUIT #2 ( ) A SPARE 20 ' 11 12 SPARE 11,1 L.. , 20 1 27 28 1 20 _77-717. M�99720 El RECEPT' CORRIDOR E ,. ..__ , ... ..,c SPARE i 111'11,111 ` .' EE , € E E 20 , 13 14 3 � 5 831 �" , � 83, 444404 i€. .. ... $31 EXHAUST FAN EF -2 .. SPARE E..r..W. � �w,4:° � 15 1 �.= . x., 6 e,�va,.. i i SPARE .�w�� E ,e , , ...: E 20 1 17 18 SPARE11 6 L E f ,EE .... EE,>I 11€1! 1 20 1 19 20 1 29 8�1 1 20 SPARE 7 I ,,, �r. "1 1111 20 1 2 , 22 1 5 .. 831 � ......._ 83 i EXHAUST FAN EF 3 xE .: rv. L.. " L L9". SPARE �z�. r� € L 1 e ' e0k ,Ie� • 20 23 24 SPARE e .=9E 11 "�. 20 1 25 26 1 25 4800 ELECTRIC HEATER EH -1 SPARE - : L.1. , .. _ „- 2 0 I 2 7 28 1 25 48 00 1 ELECTRIC HEATER EH 1 S PARE 111.",1 ............... a� .,1"1..•, . „-,,,,,,,,, 20 1 29 30 i 25 ;1 9, : 1111,.. J ,,.: 4 0 80 ELECTRIC HEA TER EH -1 SPACE, 78 SPARE 1 31 32 i 25 4800 L�Laf r ,.� ELECTRIC NEATER EH -1 SPACE "' E E E ''. Y, 1 7,..1 RECEPT: GAZEBO� 1 33 34 t 1 39 .. €L 3E ;SPACE 1111 ,,... SPACE SPACE E 35 36 11.. i ;E„i 2 20 LTS: GAZEBO �E eYE t � 400 k2"; 20 1 41 42 1 20 1330 I SPARE 37.38 3270 2290 1 TOTALS 1 TOTALS 1591 720 1600 :E L L L11111W .-.'. .. I . 1 1: SPACE MACERAT R PUMP 0 U C- 1330 , ., '` E ............. 1111. E 15 3 39 40�L 1 70 E ' ;' �, ,,...aE....,. .E >. SPACE SPACE E E EEE 1330 - 41 42 I :IE - SPACE SPACE . > 71 72 1 .,£ 'JILL. ^ SPACE SPACE TOTALS 6248 3664 3758 f 73 75 74 76 f 1 , 'E`€ EEII IEi> el 1, 26220 21420 21420 1 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION ICONNECTED DEMAND CODE MIN. (VA) LIGHTS 9,680 1,25 12,100 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 8,975 1.25x LARGEST+ SUM OF REST 9;972 AIR CONDITIONING 22,437 1,00 22,437 SPACE HEATING 19,200 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 KITCHEN EQUIPMENT 22,437 1.00 22,437 1111111141 I'll l'E'iE,;,, , , .. �_ 20 SIZING LOAD: 1 66,946 1 1 SIZING LOAD (AMPS): 1 81 CONNECTED PHASE LOADS PHASE 1 VA AMPS A 32,468 117.2 B 25,084 90.5 C 25,178 90.9 TOTALS 82,729 99.5 REMARKS: 1. CUTLER HAMMER POW -R -LINE 2A OR EQUAL. CONNECTED PHASE LOADS SINGLE -SECTION PANELBOARD SCHEDULE LOAD DESCRIPTION CONNECTED DEMAND A PANEL DESIGNATION: L2S 1,840 * t Of 2,300 MAIN LUG AMPS: 125 MAIN BREAKER: 50 VOLTAGE: 208/120 PHASE/WIRE: 30,4W AIC RATING: 10,000 3 MOUNTING: SURFACE LOCATION: ELECTRICAL C229 PHASE C/B DESCRIPTION A B C TRIP I POLE 8 20 > LTS•BEAUTYSALON ." 960 20 1 `_, _€= DE , eE Er 20 1 SPARE E 11 20 1 U C/B PHASE LDESCRIPTION P g04a 1 1 20777777 E SPARE 3,030 3 1 20 = EL SPARE 5 1 20 E `E ` 1111 €.. SPARE 7 8 1 20 SPARE 0.00 SPARE eeE :x Y nEEE�F 1,.E ,�. t.,H1I'llE E __ , 20 1 9 1 1 20 E'�l ".,. SPARE 1 SIZING LOAD: SPARE 1111111141 I'll l'E'iE,;,, , , .. �_ 20 1 11 1 1 20 i 9 10 SPARE SPARE SPARE 1111 , ,.: 1111111-161111;? SPARE % W iE , 20 1 13 1 1 20 1 SPARE SPARE 1 SPARE I , � eEEEEe�� `' 20 1 15 1 1 20 RECEPT. SOILED SPARE 1 SPARE SPARE f 20 1 17 1 1 20 -� A" ' SPARE 1000 �=;449444 SPARE , I 20 1 19 2 1 20 ; t L kr L e... -__ SPARE RECEPT MEDS ROOM SPARE SPARE J 20 > 21 22 22 -111...,.:%9E.., 2 ` , .::- 0 720 if tEi.l .. ¢ C Li RECEPT. OFFICE C154 SPARE SPARE I I I L L I E e t z5M �` t 20 20 1 f 23 24 1 20 i E ,Le IIIl `ELL i gE e e e 720 RECEPT'CORRIDOR 20tLL� 25 26 1 20 720 t� RM IEE E E L RECEPT CORRIDOR 20 SPARE C' i , , 20 1 27 28 1 20 _77-717. M�99720 e E e e RECEPT' CORRIDOR E ,. ..__ , ... ..,c RECEPT. OFFICE C152 SPARE i e� Ee E 20 f 29 30 1 20 = e 720 RECEPT. TOILETS 20 1 SPARE ,;,Lx�� 20 1 31 32 20 1 29 E 1 20 SPAREWDMHFMi I, 11-1 11-11-120 RECEPT: CORRIDOR, STAIRS f 33 34 1 20 € E fe 1 SPARE 3 1 ATTICFANAF 1 EEE EI=.01111EE EE E 1176 20 1 35 3 1 20 20 SPARE 33 34 ATTJC FANAF 2 696 E p ," " e 15 1 37 3 1 20 .1.111.. ,,.r SPARE 1 35 EXHAUSTFANEFB RECEPT ATTIC � 1111,,,' 864 �`IIIIIIE:,,r€ill, �, „4 o.nr.., ,,,,,,,IE, 360 15 20 1 1 39 4 1 20 1 78 SPARE 1 41 42 0 S 1 TOTALS 1576 1824 1536 r ,.� RECEPT AL DINING 79 80 RECEPT: GAZEBO� 1080 1440 1440 1 TOTALS 39 CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 1,840 125 2,300 RECEPTACLES 4,320 10KVA+50 %REST 4,320 MOTORS 2,736 1.25xLARGEST + SUM OFREST 3,030 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS I 0 1.00 0 20 1 SIZING LOAD: 9,650 2 30 SIZING LOAD (AMPS): 27 CONNECTED PHASE LOADS PHASE VA AMPS A 2,656 22.1 B 3,264 27.2 C 1 2,976 1 24.8 TOTALS 1 8,896 124.7 REMARKS 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. SECOND SECTION: LIS TWO -SECTION PANELBOARD SCHEDULE VA * � U MAIN LUG AMPS: MAIN BREAKER: VOLTAGE: PHASE/WIRE: 225 - 2081120 30, 4W CODE MIN. (VA) PANEL DESIGNATION: L1 S PHASE C/B DESCRIPTION ATB C TRIP I POLE I * � � U MAIN LUG AMPS: 225 MAIN BREAKER: 150 VOLTAGE: 208/120 PHASE/WIRE: 30,4W AIC RATING: 10,000 720 ,..r MOUNTING: SURFACE LOCATION: ELECTRICAL C145 DESCRIPTION PHASE C/B A B C TRIP I POLE I C/B PHASE POLE TRIP A B C DESCRIPTION 3 T R SPARE�E 011777771 ;� 11 11-1-111,1111,. °E - , ._ , , , , 20 20 1 1 1 2 3 15 750 ftt 9 Y e_ 750 ,-, tE 750 COMMERCIAL CLOTHES WASHER 20 3 4 71 A; 1200 20 1 5 6 FIREPLACE -AL PARLOR/BISTRO LTS: AL PARLORBISTRO 1140 1.11,11,111,1111, 20 1 7 8 2 30 2500 11 2500 11.11, .. 1111111110! CLOTHES DRYER RECEPT: TELEVISION - , .. ,....I- SPARE 20 1 9 10 1 SPARE SPARE 1111 , ,.: 1111111-161111;? 20 20 1 1 11 13 12 14 t 1 20 20 EIEI(I`.l 1000 540 CLOTHES WASHER RECEPT. HOUSE LAUNDRY 1 51 SPARE 1 20 1 15 16 1 20 '61,6111,3 360 RECEPT. SOILED 54 1 SPARE e 3 1 j :.: sa 20 1 17 18 1 20 • €„ , , , ,,,,,o 540 RECEPT: AL RECEPTION 1000 �=;449444 SPARE r� � r 20 1 19 20 1 20 540 \ ... � ��'�" RECEPT MEDS ROOM SPARE SPARE S PARE . t ;, 11 111111611111116,9. 1, :,e, _ ie �.� 20 1 21 22 f 20 ��� 720 if tEi.l .. ¢ C Li RECEPT. OFFICE C154 ttt 20 SPARE CE eE 9� w -11-11-11-E 20 1 23 24 1 20tLL� 540 RECEPT OFFICE C151 20 1 SPARE CE E E E"11. L ...,.,..., 111.1... >. c 20 1 25 26 1 20 540 E ,. ..__ , ... ..,c RECEPT. OFFICE C152 65 66 SPARE EE eE EEE „;!' 20 1 27 28 1 20 1 900 i € E ( IE,,, ,; RECEPT. CORRIDOR, STAIRS 1 EXHAUSTFANEF-4 SPARE - 20 1 29 30 1 20 70 z z 900 RECEPT: CORRIDOR, STAIRS 750 ,,.,epi SPARE SPARE 20 1 31 32 1 20 540 „ RECEPT. TOILET SPARE SPACE S PARE ol 20 1 33 34 1 20 .. 1000 M1 .,..- WATER LER C00 2 ❑ 20 SPARE .1.111.. ,,.r 20 1 35 36 1 20 ........ ...,.:a.or 360 RE EPT CORRIDOR CO 0 eei,i. E �€ ... E „r: .. ,,. ,.,� �-[A re 1 SPARE 78 20 1 37 38 1 20 900 r ,.� RECEPT AL DINING 79 80 RECEPT: GAZEBO� -1111-11,111,111, 720RU-_ 20 1 39 40 1 20 111111111-1611 11.. i SPARE 2 20 LTS: GAZEBO �E eYE t � 400 k2"; 20 1 41 42 1 20 2 Et SPARE 2400 3270 2290 1 TOTALS TOTALS 1591 720 1600 SPACE 6310 6230 4090 TOTALS 69 SECOND SECTION: LIS PANELBOARD SIZING LOAD VA * � U MAIN LUG AMPS: MAIN BREAKER: VOLTAGE: PHASE/WIRE: 225 - 2081120 30, 4W CODE MIN. (VA) MOUNTING: SURFACE LOCATION: ELECTRICAL C145L) PHASE C/B DESCRIPTION ATB C TRIP I POLE I C/B PHASE POLE I TRIP A I B I C DESCRIPTION RECEPT. AL ENTRY 720 ,..r 20 1 43 44 1 20 900 ,1-111 SPARE RECEPT: AL PARLOR 1080 20 1 45 46 1 20 I'll �� 11 111 720 seem SPARE FIREPLACE -AL PARLOR/BISTRO �; 500 1 Yz 20 1 47 48 1 20 � 77777 i� EPEeE 540 SPARE RECEPT: TELEVISION 360 ?t L t E E 20 1 49 50 1 20 500 SPARE RECEPT: AL BISTRO 720�11111111111111 20 1 51 52 1 20iiii e f ` f', , 720 z SPARE RECEPT: BISTRO COUNTER . €"e PE 9 € E 360 20 1 53 54 1 20 L e E 1000 SPARE ICE MAKER 1000 . , , Ii 20 1 55 56 1 20 1000 �=;449444 SPARE U.C. REFRIGERATOR i 1000 , 20 1 57 58 1 20 E,.,,. �.. �. <. . ". 1111.. : ,t E .. ......EE ...e... E. BEVERAGE COUNTER #41A €eL="eeLLwee IEE EEE EEE E 540 20 1 ( J ZuE k4 e.l €.'a`{ 1080 , e E�.... SPARE SPARE B LEND ER # 7A J 20 1 59 60 1 20 111 r. ��� SPARE SPARE ttt 20 1 61 62 1 20 - ,, .:...o SPARE SPARE w 20 1 63 64 1 20 . - • ... , , , , , SPARE SPARE r,.,,: i - 20 1 65 66 1 ;e ,,,i` ..,.,,... , FF„`EaEW SPACE SPARE ,E,.,. 20 1 67 68 1 EXHAUSTFANEF-4 FAN COILS"" ' ` e L 20 SPARE { j ; I 20 1 69 70 1 20 750 ,,.,epi SPARE 3 SPARE er � E� 11 E LEES €LLE E 20 1 71 72 1 20 �E„ - SPARE SPACE EE': > 1 73 74 1 20 1 SPARE SPACE 1 20 1 75 76 1 20 „; ,�" � F SPARE SPACE=44 eei,i. E �€ ... E „r: .. ,,. ,.,� �-[A re 1 77 78 1 20 � �, a9�E �Y SPARE SPACE ��;�;�;�;�;��w� 1 79 80 1 20 - `` e E � E � W ,= SPARE SPACE SPACE - - 1 1 81 83 8211- 84 2 20 , e t.,1 1111 , iE9 EEL i, 750 FAN COILS TOTALS 2080 2800 860 68 1 SPACE 2400 3270 2290 1 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 3,191 1.25 3,989 RECEPTACLES 21,800 10KVA + 50% REST 15,900 MOTORS 2,250 1.25xLARGEST +SUM OF REST 2,813 AIR CONDITIONING 1,500 1.00 1,500 SPACE HEATING 500 1 0.00 0 CONTINUOUS 0 1 1.25 0 NON -CONTINUOUS 5,000 1 1.00 5,000 POSER #39A DISPOSER ( J 60,214 SIZING LOAD: 29,201 H000 L/GHT SWITCH (#19A) (E E 11!!! 200 20 1 HOOD FIRE SUPP. SYS #19B 500 E 20 1 ( ) REFRIGERATEDBASE #16A 648 15 1 ( ) E>-1111111 •'1111..:. 11 12 SIZING LOAD (AMPS): 81 CONNECTED PHASE LOADS PHASE I VA I AMPS A 12,381 103.1 B 13,020 108.4 C/B 8,840 73.6H6�7 POLE 34,241 95.0 REMARKS: 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. 2❑ BREAKER IS TO BE GFCI-PROTECTED. 2 2 TWO -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION:KP1 I � I � U MAIN LUG AMPS. 225 AIC RATING: 10,000 MAIN BREAKER: M.C.O. VOLTAGE: 2087120 PHASEIWIRE: 30 4W MAIN LUG AMPS: 225 MOUNTING: RECESSED LOCATION: CENTRAL KITCHEN C129 DESCRIPTION PHASE C/B A B C TRIP POLE C/B PHASE DESCRIPTION POLE TRIP A B C 780 WORKTABLE(#11BJ 360f x 9 I 1 . 2 Y 50 I 5616 Y" „ �� 5616,Tw,,, .,€,, ...^.y 5616 ., �.� DISHWASHER (#38AJ 00.00 M/XERAND STAND (#13A) 1920 20 1 3 4 WORK T s 0 K ABLE(#18AJ 360 20 5 6� 2 3 2 -11111-i WORK 7ABLE(#18B) 360 III � �E -ilii€ €e C 20 1 7 8 3 , 15 -- ;< 792 �� E �,,<1 <„ � _ ,air 792 �,. 9'.8'.9 ,-ti���. � , yso.�; 792 173 , , , , 17373 POSER #39A DISPOSER ( J 60,214 ,E`r ,€,E: � .:., SL/CER #17A .,.. ... 15 1 ( J 300 ,�..ii,,E11-4N 9 10 H000 L/GHT SWITCH (#19A) (E E 11!!! 200 20 1 HOOD FIRE SUPP. SYS #19B 500 E 20 1 ( ) REFRIGERATEDBASE #16A 648 15 1 ( ) E>-1111111 •'1111..:. 11 12 13 14 15 16 2 20 HOTFOOD TABLE (#30A) 3 2 3 2 i 9 '' 8' ..:..3 A a 95�,. ..�. E1:Y9E33d.;.,L:. JrEh'FANMOTORS(#24AJL�L 144G 20 1 111 "i2 B¢B .,.,- a:. , HEA TED CABINET (#26A) 1356 e ;�e I e, f5 1 17 8 19 20 2 I 30 i E ...t E ;. E -'..,.d. 'e. ...,... ,€! ... E. € �,.. 2600 E KI 60 E:., k L " 2 0 . I COFFEEBREWER(#47A) I POLE ,- _ e,. 1111 1111. ... WORKTOP REFRIG. (#27A) 612 IIIA ," . 15 f t 6 �i€ E CONVEYOR TOASTER (#28AJ �I�E 1800 20 1 REFR/G. PREP TABLE #29A 1032 ,.. 1111 1,E..,E.,; >5 1 ( J i....,.... 1111., ... , „ 1111 "... 21 22 23 24 25 26 / 1 9 } , , KL., .5 �, :;Y ,; , 1111 �. 1111 ,.. F...............- W:. ��, 564 141 6 4 6"e �... - � ., �.::.l,�i ne.rryk.. S PARE p� BATOR #4 U C. REFRIGE > BATOR #4 9A l FRIGE rtOL .NRE ( J 44 f Pl K P AI'll 1 C U COUNTER (#?f J 540 � : 20 27 28 1 15 € E 1296 r /r R #52A � EMAKE T 1 S RIP HEATERS (#?ICJ � 2208 20 2 9 30 1 15 , E, ,. 1200 „ „_;,, , , , .., 11:11, s,, A DISPENSER #58 Dl PE S JUICE ( J EE 2 E$ w.,;,: - 1111 . 7 a z,L..�„ i PICK UP COUNTER (#3>OJ 540 ,Itax 20 ? 31 32 e I 0 , I'll,,;,..... 1111 T R #6A PROCESSOR FOOD P 0 ( J ,c a-' �... E f AE DISPENSER .e 7 i 15 f ( J 4te E�z-a e 56 L 33 34 1 I 1 5 :. ,, r .. .f3 .Y,... ., a. t. as _ �. h - VIL; � 8 _31x, _ .a, ,.E:.. V. ,. v s 111.1, ��w ,; 1200 A. E,.,,. �.. �. <. . ". 1111.. : ,t E .. ......EE ...e... E. BEVERAGE COUNTER #41A €eL="eeLLwee IEE EEE EEE E 540 20 1 ( J ZuE k4 e.l €.'a`{ 35 36 1 � 1v B LEND ER # 7A J KITCHEN ,..-.,o: ;:1111., .CE<EE.'EC.. E - 1-11111111111E.$ .CECREAMFREEZER #50A 540 e E' 20 1 ( J 1111.. 1111 , .1 ..:Ee�E. 7 8 3 3 a 3? R 3' .,. r,� , E ,>" � ,�k"', ; "1;, ICY ,,..�E ..n _, ,,. , ?76 �.,. z 5 k.: :1111. ,f, k :. ,.,. N e 11 "�r , 3576 1 ...,� , 1111. ., rt,. D #15A lXER & S TAN ( ItE�iz'11-1 E, ,P 1111.,' ! E CEAND SODA D/SP. #43A 1200 f5 f ( J 39 40 TEA BREWER (#44AJ �_i F- 1800 20 1 E r 41 42 IL TOTALS 4688 5976 8348 16097 13857 15546 ' TOTALS 20 2 2 CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) MAIN LUG AMPS: 225 200 SECOND SECTION: KP1 RECEPTACLES 9,200 IOKVA+50 %REST 9,200 MOTORS 780 1.25xL4RGEST+SUMOFREST 912 AIR CONDITIONING 3,000 1.00 3,000 * � 00.00 MAIN BREAKER: - VOLTAGE: 208/120 0 MOUNTING: RECESSED 0 1.25 0 NON -CONTINUOUS 500 f.00 500 KITCHEN EQUIPMENT 60,214 LOCATION: CENTRAL K/TCHENC129 20 21 () U 53,001 PHASE/WIRE: 30 4W SIZING LOAD (AMPS): PHASE C/B C/B PHASE I DESCRIPTION DESCRIPTION A I B C TRIP I POLE I POLE TRIP A B C RECEPT.- CHEF 900 KeL r e `I'll ` EE € 20 > 43 44 f 20 900 RECEPT. LOUNGE > 20;�„ i:l EE I` 1000 MICROWAVE RECEPT. KITCHEN eI LE 720 20 1 45 46 EE RECEPT 360 20 f 47 48 1 20 1000 REFRIGERATOR KITCHEN ,..-.,o: ;:1111., ItE�iz'11-1 E, ,P 1111.,' 750 49 50 1 20 360 EtE�� RECEPT. TOILET, AN FAN COILS 750 20 2 51 52 f 20 360 ,MV!i'' RECEPT.•KITCHENROOF .....,.r_ ;e ,,,i` 750 53 54 1 15 � 11 , 5,B EXHAUSTFANEF-4 FAN COILS"" ' ` e L 20 2""° �'„ A/RCURTA/NAC-f 750 ,,.,epi 55 56 1 15 252 Q"___ ,',, SPACE e `gog e eeeee .w i .>i - > 57 58 > 20 11 E .. til < SPARE SPACE€ F eELIll €EEE EEy€ 1 59 60 1 20 EEI E wmum'i-„'a - SPARE 1 > 20 20 eei,i. E �€ ... E „r: .. ,,. ,.,� �-[A re SPARE SPARE SPACE ' E f " 1 111..1 , ! � ... € E , , 1111.,.,:' 61 62 SPACE i 1 63 64 ,; , , 1 20 E.. SPARE SPACE > 65 66 �,,,, ,",,,n ,� „ SPACE ��� ° .N MP 1 67 68 1 SPACE L SPACE 1 69 70 f L€eE=€e €i , SPACE - 1111_. SPACE E �;e , E e��,Eii F, " .." > 71 72 1 e€ltL E € SPACE SPACE f 73 75 74 76 f 1 , 'E`€ EEII IEi> el 1, SPACE SPACE SPACE f 1111,, 9 d.o.,.,.a .. , SPACE X93 ..�, '; 1 77 78 > e, ,� ,.YES y Y M SPACE SPACES °� 1 79 80 1 1 EEL et ° tCe SPACE SPACE SPACE e 1 Cts E -: 81 82 E, f 3t 1 eE } - I SPACE .e SPACE 1 83 84 �C���@@ - TOTALS 1 2400 1 1470 1110 1512 1360 1528TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 200 125 250 RECEPTACLES 9,200 IOKVA+50 %REST 9,200 MOTORS 780 1.25xL4RGEST+SUMOFREST 912 AIR CONDITIONING 3,000 1.00 3,000 SPACE HEATING 00.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 500 f.00 500 KITCHEN EQUIPMENT 60,214 0.65 39,139 20 21 SIZING LOAD: 53,001 SIZING LOAD (AMPS): 147 CONNECTED PHASE LOADS PHASE VA AMPS A 24,697 205.7 B 22,663 188.7 C 26534 221.0 TOTALS 1 73,894 1 205.1 REMARKS' 1. CUTLER HAMMER POW -R -LINE fA OR EQUAL. 2❑ BREAKER /S TO BE GFCI-PROTEC TSD . 3❑ SHUNT-TR/P BREAKER. IFBREAKER /SALSO GFCI-PROTECTED, SHUNT-TR/PDEV/CEFOR CIRCUIT MA YBELOCA TED SEPARATEL YFROM PANELBOARD. A aR 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 IR IP SMA IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 as e r Walker Harden 9 + I Buck BeeTri ett P Architecture I Interior Design I Construction Management I 11 817 Wyandotte Kansas City, MO 64105 �I 816 421 8200 phone �. 9" E t. `` 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f PE11200498: Ap . STATE OF ; � ISSUED FOR: 100% Construction Documents 11 July 2013 Ot Addendum #1 23 September 2013 Q2 ASI #1 31 October 2013 0 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules ■ Project Number: 2013.000 © Copyright 2013 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 RI :)I q SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION CONNECTED PANEL DESIGNATION: STH 1 CODE MIN. (VA) LIGHTS 0 MAIN LUG AMPS: 225 MAIN BREAKER: 150 VOLTAGE: 480/277 PHASENVIRE: 30,4W 0 AIC RATING: 10,000 8,080 MOUNTING: SURFACE !Z LOCATION: ELECTRICAL C145cr_ PHASE C/B U DESCRIPTION A B C TRIP POLE C/B PHASE P OLE TRIP A B C DESCRIPTION SPARE 2,125 20 1 1 2 3 6663 50 6663 3 TRANSFORMER T -STI 3 SPARE y E� 20 3 1 4 a SPARE �i �` ` 20 1 5 6 SPARE ` € . ,�.,...20 1 7 3 10803 F6 50 E I i. , 10803 } i..., �_ i, �.. 10803 ROOFTOP UNIT RTU -2 _ E EEE SPARE 2 1 9 ..E 1 KITCHEN EQUIPMENT SPARE i 20 1 11 1 SPACE 1 13 14 ,� > 50 � 10803 18 „ , 10803 ROOFTOPUNITRTU-3 iE E SPACE , , > 15 16 SPACE 1 17 18 SPACE 1 1 19 20 1 SPACE DESCRIPTION SPACE2. W E ? i 1 2z 9 W..�:.......: l SPACE TRIP SPACE 17 1 23 24 1 E 360 E 20 SPACE 1 2 TOTALS 0 0 0 15 480 EE' 28269 128269 128269 TOTALS 2 0 CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 8,080 10KVA+50 %REST 8,060 MOTORS 2,000 1.25xLARGEST+SUMOFREST 2,125 AIR CONDITIONING 64,818 too 64,818 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1,25 0 NON -CONTINUOUS 0 100 0 KITCHEN EQUIPMENT 9,908 0.70 6936 U 11 12 SIZING LOAD: 81,959 1 PHASE C/B SIZING LOAD (AMPS): 99 CONNECTED PHASE LOADS PHASE VA AMPS A 28,269 1020 B 28.,269 102.0 C 28,269 102.0 TOTALS 84,806 102.0 REMARK$ 1. CUTLER HAMMER POW-R-LINE24 OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION: STL1 CODE MIN. (VA) LIGHTS 0 1.25 MAIN LUG AMPS: 125 RECEPTACLES AIC RATING: 10,000 10KVA + 50% REST 7,800 MOTORS 2,000 1.25xLARGEST+SUM OF REST 2,125 MAIN BREAKER: 100 VOLTAGE: 208/120 1.00 0 MOUNTING: SURFACE 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1 1.00 LOCATION: ELECTRICAL C144 9,908 10.70 6,936 U 11 12 PHASE/WIRE: 30,4W 16,861 1 PHASE C/B C/B 47 PHASE SPACE DESCRIPTION 20 1 15 16 1 Y DOOR ACCESS SYSTEM - MC W..�:.......: DESCRIPTION POLE TRIP A B C TRIP POLE 17 A B C L TS/RECEPT ELEVATOR PIT RECEPT. IT ROOM E 360 E 20 1 1 2 1 15 480 EE' DOOR NEATER AND LIGHT #1A ( RECEPT.' 1T ROOM i € ;s 36 ,tii 2 0 1 3 4 2 15 i 22 ........ ... 229 EVAPORATOR COIL (#1B) RECEPT IT ROOM 360 20 1 5 6 RECEPT. IT ROOM 360 20 1 7 8 1 15 720 DOOR HEATER AND LIGHT (#1C) 1 20iii 4884 4884 4884'1 TOTALS SPARE SPARE= 20 1 11112 E E 20 1 21 22 1 RECEPT IT ROOM 360 I < < 20 1 9 10 2 15 1227 ; 1227 REFRIGERATOR CONDENSING UNIT 1D (# ) RECEPT. IT ROOM 360 20 1 11 12 MED ROOM REFRIGERATOR 'i t 750 20 1 13 14 3 20 1932 1932 1932 FREEZER CONDENSING UNIT (#1E) RECEPT. MED ROOM 720 20 1 epi .. 15 16 RECEPT AL DINING=€I 720 20 E� 1 17 18 RECEPT IL DINING 540 ` e 20 4 19 20 1 15 500 BOILER B-1 MED ROOM REFRIGERATOR =` �� , 20 1 21 22 1 15 500 1 BOILER B-2750 RECEPT MED ROOM 360 20 1 23 24 1 15 1 1 500 PUMP DCP 1 RECEPT.' BOILER, RCS -3 36020 LTS: GENERATOR ENCLOSURE 300 20 1 .. 1 25 26 1 15 500i�z z111111111 1 PUMP DCP-2 RECEPT. TELECOM C144 'E E E 360 ; 1505`15 20 1 27 28 1 20 SPARE RECEPT: TELECOM C207„ 360 20 1 129,30 21 1 20 - SPARE RECEPT: TELECOM C226 360 20 1 31 32 1 SPACE RECEPT TELECOM C305 360 20 1 33 34 1 SPACE SPACE SPARE 20 1 35 36 1 LTS/RECEPT: ELEV. MECH. RM. 360 WINE 1 ,.,.,. SPACE SPARE i 20 1 37 38 1 SPACE LTS/RECEPT: ELEV. MECH. RM. 360 a 20 1 27 28 SPACE SPARE , ,•, ` `, 20 1 39 1411421 401 1 1 SPACE !, ;; r SPACE SPACE SPAREh r E 20 1 TOTALS 2730 2910 2160 FIRE/SMOKE DAMPERS - 2ND FLR. 375 € �� 1 4132 1 3888 3688 1 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 7,800 10KVA + 50% REST 7,800 MOTORS 2,000 1.25xLARGEST+SUM OF REST 2,125 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1 1.00 0 KITCHEN EQUIPMENT 9,908 10.70 6,936 SPARE 20 1 11 12 SIZING LOAD: 16,861 1 13 SIZING LOAD (AMPS): 47 CONNECTED PHASE LOADS PHASE VA AMPS A 6,862 57.1 B 6,798 56.6 C 6,048 50.4 TOTALS 19,708 54.7 REMARKS: 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA PANEL DESIGNATION: E M H S CONNECTED DEMAND CODE MIN. (VA) U MAIN LUG AMPS: 125 MAIN BREAKER: 60 VOLTAGE: 4801277 PHASE/WIRE: 30,4W AIC RATING: 10,000 MOUNTING: SURFACE LOCATION: ELECTRICAL C145 PHASE C/B DESCRIPTION A B C TRIP POLE O C/B PHASE A B C DESCRIPTION POLE TRIP LTS: AL, MC EGRESS 3266 20 1 1 2 3 25 3217 ` 3217 EEEE 3217 TRANSFORMER T -EMS LTS: AL, MC EGRESS� 1091 20 1 LTS: 2ND FLOOR AL EGRESS 1184 20 1 3 4 5 6 SPARE 20 1 7 8 3 15 1667 E•�IE.E€E.I.. e e e..E•.E..... rw:ec. i trz er..: Vie, , , , 1667 , ii , , _ , ,.; 1667 ELEVATOR .......::,EEe.:Es'. SPARE 20 1 9 10 SPARE 20 1 11 12 SPARE 20 1 13 14 i 500 SPACE SPARE �,..... �:...' 20 1 15 16 1 Y DOOR ACCESS SYSTEM - MC W..�:.......: SPACE SPARE ., 20 1 17 18 1 L TS/RECEPT ELEVATOR PIT 77 SEA" ' `,: SPACE SPACEE,EE.`EI,,.,, 13 1 19 20 1 RESIDENT CALL COMPUTER LTS: ELEVATORC AB SPACE Ef e. SPACE 20 1 1 21 22 1 �,ff €€li€€.'.: SPARE SPACE SPACE1 1000 11 23 24 1 20 LTS: 3RD FLR EGRESS awrGi �,,ir..�,....;.: 861 20 1 9 10 SPACE TOTALS 3266 1091 1184 500 20 1 19 20 1 20iii 4884 4884 4884'1 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 6,291 1.25 7,864 RECEPTACLES 1,190 10KVA + 50% REST 1,190 MOTORS 5,501 1.25xLARGEST + SUM OFREST 6,751 AIR CONDITIONING 2,912 1.00 2,912 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 4,300 1.00 4,300 "......E 500 SUMP PUMP SIZING LOAD: 23,017 20 1 7 SIZING LOAD (AMPS): 28 CONNECTED PHASE LOADS PHASE VA AMPS A 8,150 29.4 B 5,975 21.6 C 6,068 21.9 TOTALS 20,194 24.3 REMARKS: 1. CUTLER HAMMER POW -R -LINE 2A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION: E M LS DEMAND CODE MIN. (VA) LIGHTS U MAIN LUG AMPS: MAIN BREAKER: VOLTAGE: PHASE/WIRE: 125 50 2081120 30,4W AIC RATING: 10,000 MOUNTING: SURFACE LOCATION: ELECTRICAL C144 PHASE C/B DESCRIPTION A B C TRIP I POLE C/B PHASE POLE TRIP A B C DESCRIPTION R FIRE ALA M EXTEND. PANEL 75020 1 1 2 2 1456 15 ,w........:.. �::• 1456 ELEVATOR EQUIP, CLOSET FAN COIL HEAT PUMP - , PHP 3 FIREALARMEXTEND. PANEL � �.;.,... 750 20 1 3 4 MEDS REFRIGERATOR 0 500 20 1 5 6 1 15 "......E 500 SUMP PUMP SPARE 11,865 20 1 7 8 1 20 360 LTS/RECEPT ELEV MECH. RM. T R ACCESS SYSTEM AL DOOE 500 20 1 9 10 1 20 , 750 E , „ FIRE/SMOKE DAMPERS IST FLR. Y DOOR ACCESS SYSTEM - MC E �Ei„ 500 20 1 11 12 1 20 •e� � 450 FIRE/SMOKE DAMPERS - 2ND FLR. L TS/RECEPT ELEVATOR PIT N nn7,7 330 77777777 20 1 13 14 1 20 1000 I €i ii E,E E E E RESIDENT CALL COMPUTER LTS: ELEVATORC AB �; 750 , 20 1 15 16 1 20 �,ff €€li€€.'.: SPARE AUTOMATIC DOOR 8 1000 20 1 17 18 1 20 LTS: 3RD FLR EGRESS awrGi �,,ir..�,....;.: 861 20 1 9 10 SPARE AREA OF RESCUE ASSIST. SYS. 500 20 1 19 20 1 20iii i SPARE SPARE SPARE= 20 1 11112 E E 20 1 21 22 1 20 ,e�.,, , 751 . , �- i ELEVATOR PIT 660 € E€EII€, �, I€ 20 1 SPARE SPARE TOTALS € 1580 2000 1 2000 20 1 23 24 1 20 2816 2206 950 SPARE TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 750 1.25 938 RECEPTACLES 2,190 10KVA + 50% REST 2,190 MOTORS 500 1.25xLARGEST +SUMOFREST 625 AIR CONDITIONING 2,912 1.00 2,912 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 5,200 1.00 5,200 U PHASE SIZING LOAD: 11,865 U C/B SIZING LOAD (AMPS): 133 73 CONNECTED PHASE LOADS PHASE VA AMPS A 4,396 36.6 B 4,206 35.0 C 2,950 24.6 TOTALS 11,552 32.1 REMARKS. 1, CUTLER HAMMER POW -R -LINE 1A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION: E M H N DEMAND CODE MIN. (VA) LIGHTS 15,201 '`RAIN LUG AMPS: 125 AIC MATING: 35,000 (RECEPTACLES 4,290 10KVA + 50% REST i 4,290 MOTORS MAIN BREAKER: 125 VOLTAGE: 4801277 1.25x LARGEST+ SUM OFREST 17,703 MOUNTING: SURFACE 8,736 1.00 8,736 SPACE HEATING 0 0.00 0 CONTINUOUS LOCATION: CENTRAL ELEC C114 1.25 0 NON -CONTINUOUS Of PHASE/WIRE: 30,4W 11,325 U PHASE C/B 60:856 U C/B PHASE 73 DESCRIPTION DESCRIPTION -PHASE-----I DESCRIPTION POLE TRIP A B C A B C " RIP POLE LTS: EXTERIOR EGRESS 207620 B C 1 1 2 e I 5G 5533 x t ..E. � �,;; ) 5a3�. �..__ 2 MER T -EM TRANSFORMER E IST 1044 20 1 3 4 ITS. ::,..,.:. �; .,.. ,, ELEVATOR EQUIP. CLOSET •s „ E ` t 33 15 ;. € €E` RM e , a,... :' LTS: IST FLR CENTRAL EGRESS �` . r ` °` E` €II €�1242 20 1 5 6 LTS: 2ND FLR EGRESS 1887 20 1 7 8 3 60 ig 7365 iii "€,i 7365 �r in H PANELBOARD EMHS LTS: 3RD FLR EGRESS awrGi �,,ir..�,....;.: 861 20 1 9 10 ��: , 1 5 6 I I `i� I€i € 1456 ELEVATOR EQUIP. CLOSET ��II 7365 .i..,..41111,1 SPARE= 20 1 11112 SPARE 20 1 13 14 FAN COILS,HEAT PUMP HP -5 A ,e�.,, , 751 . , �- i ELEVATOR PIT 660 € E€EII€, �, I€ 20 1 1667 1 =11LTS/RECEPT .i 3 15 1667 r ee €s=€ol...., ..e , 1200 �� ELEVATOR SPARE 1 15 16 9 10 1 1 15;r�.€.I �; 750 a SUMP PUMP FIRE ALARM EXTEND. PANEL I..! 'j 1667 1 11 SPARE € 20 i 18 d i 20 SPARE x;1 .' SPARE ZQ 1 �17 20 1 13 1667 1 20 Vie€ SPARE =1x ,�� € 3 15 1667 1 1 e , a__ 20€iri'�'� , ,„ 20 €I00 ELEVATOR SPARE 20 1 21 221 15 16 17 18 LTS: GENERATOR ENCLOSURE 300 20 1 .. RECEPT: GENERATOR ¢ ii. 2'i;�,xix,x.. 180 NIA� 20 1 19 20 1 I =.tea Ei:: ,,r SPARE€II 20 , 23 24 E' x 1 7 66 ��� � € w F , LTS: ELEVATOR CAB 750 s TOTALS 3963 1 1905 1 1242 1 21 22 1 16232 16, 16232 I TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 15,201 1.25 19,001 (RECEPTACLES 4,290 10KVA + 50% REST i 4,290 MOTORS 16,253 1.25x LARGEST+ SUM OFREST 17,703 AIR CONDITIONING 8,736 1.00 8,736 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 11,325 1.00 11,325 U SIZING LOAD: 60:856 PHASE C/B SIZING LOAD (AMPS): 73 CONNECTED PHASE LOADS PHASE VA AMPS A 20,195 72.9 B 18,137 65.4 C I 17,474 63.1 TOTALS 55,805 67.1 REMARKS: 1, CUTLER HAMMER POW -R -LINE 2A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE VA LOAD DESCRIPTION PANEL DESIGNATION: EM LN DEMAND CODE MIN. (VA) LIGHTS 1,800 1.25 MAIN LUG AMPS: 125 AIC RATING: 10,000 2,100 10KVA + 50% REST 2,100 MOTORS 750 1.25 xLARGEST+ SUM OFREST MAIN BREAKER: VOLTAGE: 100 2081120 5,824 MOUNTING: SURFACE 5,824 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 LOCATION: CENTRAL ELEC C114 1.00 6,125 U PHASE/WIRE: 30,4W PHASE C/B C/B 48 DESCRIPTION -PHASE-----I DESCRIPTION A B C TRIP POLE POLE TRIP A B C FIRE ALARM CONTROL PANEL 1000 € I� �` ` 20 1 1 2 1456 �i E se € € ELEVATOR EQUIP. CLOSET 2 15 ;. € €E` RM e , a,... :' AN COILS, PUMP HP -4 DOOR ACCESS SYSTEM �€ �� 500 ��t 20 1 3 4e.l,i,l .,.,��. 1456 r DOOR ACCESS SYSTEM =i _ 500 20 1 5 6 I I `i� I€i € 1456 ELEVATOR EQUIP. CLOSET .i..,..41111,1 2 15 1456 �. ::. ', FAN COILS,HEAT PUMP HP -5 A ,e�.,, , 751 . , �- i ELEVATOR PIT 660 € E€EII€, �, I€ 20 1 7 8 =11LTS/RECEPT .i LL vo y AUTOMATIC DOORS ee €s=€ol...., ..e , 1200 �� 20 1 9 10 1 1 15;r�.€.I �; 750 a SUMP PUMP FIRE ALARM EXTEND. PANEL �, ` 500 20 1 11 12 1 20 SPARE x;1 FIRE ALARM EXTEND. PANEL s¢ € € >Fi¢k 500 k 20 1 13 14 1 20 Vie€ SPARE =1x ,�� € 1 1 e , a__ 20€iri'�'� , ,„ 20 €I00 SPARE SPARE FIRE ALARM EXTEND. PANEL 500 20 1 15 16 17 18 LTS: GENERATOR ENCLOSURE 300 20 1 .. RECEPT: GENERATOR ¢ ii. 2'i;�,xix,x.. 180 NIA� 20 1 19 20 1 =.tea Ei:: SPACE ��� � € ��, LTS: ELEVATOR CAB 750 20 1 21 22 1 SPACE LTS: ELEVATOR CAB 750 20 1 23 24 1 � " SPACE 1T ��� SPACE LTS/RECEPT: ELEV. MECH. RM. 360 WINE 1 25 26 €�a20 1�€e�' , , SPACE LTS/RECEPT: ELEV. MECH. RM. 360 a 20 1 27 28 RRE/SMOKEDAMPERS 1STFLR 825 20 1 29 30 1 SPACE FIRE/SMOKE DAMPERS - 2ND FLR. 375 € �� 20 1 31,32 1 _ _ ' ' SPACE FIRFJSMOKE DAMPERS - 3RD FLR 225 20 1 33 34 1r SPACE 35 36 1 r ..�. SPACE RECEPT CENTRAL ELEC. 540 20 1 SPARE �' ' ' 3 20 1 37 38 i N` a SPACE i g SPARE vs_ 20 1 39 40 1 e ���� �'_E3 SPACE 41 42 14, yl i - SPACE SPARE s i; 13 20 1 E TOTALS 3075 3535 3415 2912 2206 1456 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 1,800 1.25 2,250 RECEPTACLES 2,100 10KVA + 50% REST 2,100 MOTORS 750 1.25 xLARGEST+ SUM OFREST 938 AIR CONDITIONING 5,824 1.00 5,824 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 6,125 1.00 6,125 SIZING LOAD: 17,237 SIZING LOAD (AMPS): 1 48 CONNECTED PHASE LOADS PHASE VA AMPS A 5,987 49.9 B 5,741 47.8 C 4,871 40.5 TOTALS 16,599 46.1 REMARKS: 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. 7 4 s R 7 R A 1n 11 19 1R 1d 1F 1F 17 1R 10 7n 71 77 �I ON IP IL IK IF IE IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 E 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p /913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission Kansas 66202 913.362.1800P 1913.362.2609 f PE11200498 ; .p'. STATE OF :4r NAL z�p�/��/��/�j rrrninin1ift ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum #1 23 September 2013 2Q ASI #1 31 October 2013 Q3 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules ■ Project Number: 2013.000 © Copyright 2013 RI Q PI ©m 0_ LI KI HI 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: MAIN LUG AMPS: 600 AIC RATING: 22,000 VOLTAGE: 2081120V AREAS: j MAIN BREAKER: 500 VOLTAGE: 208/120 MOUNTING: SURFACE MSB 1 1.25 PHASE/WIRE: 3PH/4W # OF UNITS: 81 AVG. SF /UNIT: 662 1 General Lighting and Receptacle Loads 220.12 PHASE/WIRE: 30,4W DESCRIPTION PHASE C/B Do not include open porches, garages, and unused or unfinished spaces not 662 81 AIR CONDITIONING A B C adaptable for future use. 3 x x POLE TRIP 160,860 0 (avg. sq ft /unit)) (number of units) .e`. ,axe. 7389 2 Small Appliance Branch -Circuits 220.52(A) 0 1 2 0 DWELLING UNIT LOADS 7389 ', 1,500 x 2 (avg. # per unit) x 81 (number of units) i 243, 000 3 Laundry Branch Circuit 220.52(8) (avg. # per unit) (number of units) 7389 SIZING LOAD (AMPS): 3 Laundry Branch Circuit 220.52(B) 1,500 x 1 x 81' 18 121 500 (avg. # per unit) (number of units) 54, 000 4 through 11 waterheater; 0 5 6 Appliances and Motors x (vof-amperes each) (number) ; € 0 220.84(C)(3) and (4) clothes dryer! 5,000 81 2 0 Use the nameplate rating of ALL appliances(volt-amperes each x number (number) r € 405,000 (fastened -in place, permanently connected, or x (volt-amperes each) (number) ) LOAD CENTER LC13 180,000 (fastened -in place, permanently connected, or LOAD CENTER LC12 connected to a specific circuit), ranges, range l 7; 830 81 wall -mounted ovens, counter -mounted cooking 9 x (mlt-amperes each) - (number) 250,200 634,200 units, motors, water heaters, and clothes dryers. (volt-amperes each) (number) LOAD CENTER LC12 7389 Rig units, motors, water heaters, and clothes dryers. LOAD CENTER LC13 Number of units indicates only those units dishwasher' 1,000 50 containing the respective appliance. Load (volt-amperes each) x number (number containing the respective appliance. Load 50,000 values for appliances are the average value per 2 2 values for appliances are the average value per disposal / UNIT 322 7389 disposal unit for the building or area. dis p 800 50 unit for the building or area, (volt amperes each) x number () M 40,000 connected to a specific circuit), ranges, microwave oven / 1,200 81 LOAD CENTER LC13 UNIT 126 € ;: 9379 t i x (volt-amperes each) (number) 90, 000 97,200 9379 err E 7389 X (number) = 0 Do not include any heating or air-conditioning (volt-amperes each) (number) 2 0 Do not include any heating or air-conditioning 0 r equipment in this section. / - x v ff 7389 (volt-amperes each) (number) wall -mounted ovens, counter -mounted cooking equipment in this section. / 0 12 Heating or Air -Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) x0 (volt-amperes each) (number) LOAD CENTER LC12 Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of 12 Heating orAir-Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) 125 2 electric heat that can be energized while the compressor is running. Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of er 340,084 13 Total Volt -Ampere Demand Load: electric heat that can be energized while the compressor is running. (volt-amperes each) (number) 141,398 Multiply total VA by Table 220.32 demand factor 2,091,844 23% LOAD CENTER LC13 UNIT 222 percent total volt-amperes from lines 1 through 12 ( P g ) x ( Table 220.32) 125 481,124 Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: MAIN LUG AMPS: 600 AIC RATING: 22,000 VOLTAGE: 2081120V AREAS: j MAIN BREAKER: 500 VOLTAGE: 208/120 MOUNTING: SURFACE T -R1 NA 1.25 PHASEIWIRE: 3PH/4W # OF UNITS: 36 AVG. SF I UNIT: 585 1 General Lighting and Receptacle Loads 220.12 PHASE/WIRE: 30,4W DESCRIPTION PHASE C/B Do not include open porches, garages, and unused or unfinished spaces not 585 36 AIR CONDITIONING A B C adaptable for future use. 3 x x POLE TRIP 63,225 0 (avg. sq It /unit)) (number of units) .e`. ,axe. 7389 2 Small Appliance Branch -Circuits 220.52(A) 0 1 2 0 DWELLING UNIT LOADS 7389 ', 2 1,500 x x 36 i 108, 000 2 (avg. # per unit) (number of units) 7389 SIZING LOAD (AMPS): 3 Laundry Branch Circuit 220.52(B) ��' , 18 1,500 x 1 x 36 54, 000 LOAD CENTER LC13 (avg. # per un#) (number of units) 5 6 4 through 11 waterheater/ 0 LOAD CENTER LCi3 UNIT 118 Appliances and Motors(volt amperes each) x (number) 2 0 220.84(C)(3) and (4) clothes dryer/ 5,000 36 r € 9379 f j' Use the nameplate ratio of ALL appliances P 9 PP x (volt-amperes each) (number) ) LOAD CENTER LC13 180,000 (fastened -in place, permanently connected, or LOAD CENTER LC12 UNiT 122 9379 125 2 250,200 range I 6, 950 36 connected o a specific circuit), ranges, x wall -mounted ovens, counter -mounted cooking (volt-amperes each) (number) LOAD CENTER LC12 7389 Rig units, motors, water heaters, and clothes dryers. LOAD CENTER LC13 13 14 waterheater/ 0 Number of units indicates only those units dishwasher) 1,000 18 x18,000 containing the respective appliance. Load (volt-amperes each) (number) 2 2 values for appliances are the average value per disposal / UNIT 322 7389 15 16 unit for the building or area, 800 x 18 M 14,400 connected to a specific circuit), ranges, (volt-amperes each) (number) LOAD CENTER LC13 UNIT 126 € ;: 9379 t i microwave oven / 1,200 36 90, 000 125 9379 err E 7389 (volt-amperes each) x (number) = 43,200 UNIT 128�i / x 0 2 0 Do not include any heating or air-conditioning (volt-amperes each) (number) ff 7389 LOAD CENTER LCii 125,100 wall -mounted ovens, counter -mounted cooking equipment in this section. / 0 (number) x0 (volt-amperes each) (number) LOAD CENTER LC12 UNIT 130 12 Heating orAir-Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) 125 2 2 Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of k 7389 .x i ; +� 27 28 electric heat that can be energized while the compressor is running. (volt-amperes each) (number) 141,398 13 Total Volt -Ampere Demand Load: . ..... 9379 LOAD CENTER LC13 UNIT 222 Multiply total VA by Table 220.32 demand factor 872,423 30% 125 UNIT 206 percent total volt-amperes from lines 1 through 12 x ( P g ) (Table 220.32) LOAD CENTER LC13 261, 727 SINGLE -SECTION PANELBOARD SCHEDULE PANEL DESIGNATION: R1 NA VA MAIN LUG AMPS: 600 AIC RATING: 22,000 CONNECTED j MAIN BREAKER: 500 VOLTAGE: 208/120 MOUNTING: SURFACE 0 1.25 0 LOCATION: CENTRAL ELEC C107 U PHASE/WIRE: 30,4W DESCRIPTION PHASE C/B C/B PHASE AIR CONDITIONING A B C TRIP POLE POLE TRIP A B C 0 CONTINUOUS DESCRIPTION LOAD CENTER LC12 7389 NON -CONTINUOUS 0 1 2 0 DWELLING UNIT LOADS 7389 ', LOAD CENTER LC12 UNIT 118 7389 e 100 2 2 100 7389 SIZING LOAD (AMPS): 3 4 ��' , 18 54,000 UNIT 318 LOAD CENTER LC13 9379 5 6 5 6 EE i `' `` 9379 (avg.#per unit) 9379 LOAD CENTER LCi3 UNIT 118 9379 125 2 2 125ll€€ UNIT 318 7 8 9379` ` ' LOAD CENTER LC13 9379 f j' 6 9 10 LOAD CENTER LC13 9379 •el `E'I€ 7389 LOAD CENTER LC12 UNiT 122 9379 125 2 2 100 € €€€€ �et� ; 7389 UNIT 322 11 12 LOAD CENTER LC12 7389 Rig UNIT 325 LOAD CENTER LC13 13 14 waterheater/ 0 9379 LOAD CENTER LCi3 UNiT 122" 100 2 2 125 9379 UNIT 322 7389 15 16 LOAD CENTER LC13 9379 16 M connected to a specific circuit), ranges, g Y389 9379 LOAD CENTER LC13 UNIT 126 € ;: 9379 t i 125 22 90, 000 125 9379 err E 7389 UNIT326 LOAD CENTER LC12 UNIT 123 LOAD CENTER LC12 7389 UNIT 128�i 100 2 2 100 UNIT 328 7389 7941 . ,; " 23124 ff 7389 LOAD CENTER LCii 125,100 wall -mounted ovens, counter -mounted cooking 25 26 (number) 2 7389 ^15 LOAD CENTER LC12 UNIT 130 ..... , :. 7941 9379 125 2 2 100 k 7389 .x i ; UNIT 204 27 28 LOAD CENTER LC13 (volt-amperes each) (number) 29 30 r . ..... 9379 LOAD CENTER LC13 UNIT 222 125 2 2 125 UNIT 206 9379 Pi� Nr 9379 31 32 9379 ELL LOAD CENTER LC13 7,200 Do not include any heating or air-conditioning 33 34 (number) 9379 . l�`€€I�`�... 7389 E LOAD CENTER LC12 UNIT 218 E ` r � 9379 yf 125 2 2 100 �€ � 7389 UNIT 208 35 36 LOAD CENTER LC127389 LOAD CENTER LCl4 37 38 1 0 125 SPACE NIT 21 U6 100 2 7389 ': �E 39 40 �" }25 ,' , 7941 ', �,E,E,: 7941 LOAD CENTER LC11 UNiT 208 SPACE 1 41 42 TOTALS 1 58244 56253 54284 4 r 12 Heating or Air -Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.84(C)(5) Multiply total VA b Table 220.32 demand factor PY Y 52293 54263 58244 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 0 1.25xLARGEST -SUM OF REST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 DWELLING UNIT LOADS 1 473,121 0.38 179,786 UNiT 131 2 Small Appliance Branch -Circuits 220.52(A) SIZING LOAD: 179,786 125 y 9379 I 'lilii' SIZING LOAD (AMPS): 499 CONNECTED PHASE LOADS PHASE VA AMPS A 110,537 920.5 B 110,516 920.3 C 112,527 937.0 TOTALS 333,579 925,9 REMARKS: 1. CUTLER HAMMER POW -R -LINE 3A OR EQUAL. 2. REFER TO MULTI -FAMILY DWELLING UNiT CALCULATIONS THiS SHEET FOR COMPUTATION OF LOADS /DEMAND FACTORS. Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: I MAIN LUG AMPS: 600 AIC RATING: 22,000 VOLTAGE: 2081120V AREAS: DEMAND MAIN BREAKER: 500 I VOLTAGE: 208/120 MOUNTING: SURFACE R1NA 1.25 PHASEiWIRE: 3PH/4W # OF UNITS: 18 AVG. SF / UNIT: 553 1 General Lighting and Receptacle Loads 220.12 0 PHASE C/B C/B 1 PHASE 0 DESCRIPTION Do not include open porches, garages, and unused or unfinished spaces not 553 18 0 DESCRIPTION A B C TRIP POLE adaptable for future use. 3 x x (avg. sgft/unit)) (number of units) I A B C 0 LOAD CENTER LCit 29,835 1.00 1 2 DWELLING UNIT LOADS 472,856 M LOAD CENTER LC13 UNiT 131 2 Small Appliance Branch -Circuits 220.52(A) 2 2 125 y 9379 I 'lilii' UNIT 329 3 4 2 1, 500 x x 18 54,000 1,500 x 2 x 18 5 6 54,000 EE i `' `` 9379 (avg.#per unit) (number of units) 9379 125 `"��� �' 2 2 125 3 Laundry Branch Circuit 220.52(B) 7 8 9379 E' 1 18 6 LOAD CENTER LC13 9379 •el `E'I€ (number of units) 9 10 1,500 x 1 x 18 1 ",„ 9379 ? LOAD CENTER LC13 UNIT 127 27,000 2 (avg. # per unit) (number of units) a 12G• „ t 9379 UNIT 325 LOAD CENTER LC13 4 through 11 waterheater/ 0 18 7389;: LOAD CENTER LC12 Appliances and Motors (volt-amperes each) x (number) z y ; 0 220.84(C)(3) and (4) clothes dryer/ 5,000 16 M connected to a specific circuit), ranges, g Y389 Use the nameplate rating of ALL appliances (volt amperes each) x (number) 147,600 € E( 2 90, 000 (fastened -in place, permanently connected, or range / 6, 950 18 UNIT 123 nR l 1,0344 � UNIT 321 connected to a specific circuit), ranges, x 12000 containing the respective appliance. Load 125,100 wall -mounted ovens, counter -mounted cooking (volt-amperes each) (number) 2 2 125 UNIT201 units, motors, water heaters, and clothes dryers. 1 7941 LOAD CENTER LC13 9379c x 25 26 9,000 Number of units indicates only those units dishwasher/ 1,000 9 x containing the respective appliance. Load (volt-amperes each) (number) 125 9379 r 2 values for appliances are the average value per dispOSal / 800 9 27 28 29 30,s` LOAD CENTER LC13 9379 unit for the building or area. x 2 2 100 7,200 Do not include any heating or air-conditioning (volt-amperes each) (number) 9379 . l�`€€I�`�... i ; ,Er, microwave oven/ 1,200 x 18 LOAD CENTER LC13 937933 21,600 34 (vok-amperes each) (number) 10344 LOAD CENTER LCl4 J25 / 0 125 € Do not include any heating or air-conditioning (volt-amperes each) x (number) �" 0 . 10344 0 equipment in this section. / x 0 (volt-amperes each) (number) 13 Total Volt -Ampere Demand Load: 4 r 12 Heating or Air -Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.84(C)(5) Multiply total VA b Table 220.32 demand factor PY Y 472,856 Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of " K �r° SPACE electric heat that can be energized while the compressor is running. 1 39 40 I 67,766 13 Total Voit-Ampere Demand Load: SPACE p EI�E6�E E Multiply total VA by Table 220.32 demand factor 431,501 38% SPACE E 1 41 42 Percent. (total volt-amperes from lines 1 through 12) x (Table 220.32) ��E�.51 w 163,971 SINGLE -SECTION PANELBOARD SCHEDULE PANEL DESIGNATION: R1 N13 VA I MAIN LUG AMPS: 600 AIC RATING: 22,000 CONNECTED DEMAND MAIN BREAKER: 500 I VOLTAGE: 208/120 MOUNTING: SURFACE 0 1.25 0 LOCATION: CENTRAL ELEC C101 �? I P!i4SE'4VIRE; 310; 4W 0 PHASE C/B C/B 1 PHASE 0 DESCRIPTION 0 1.00 0 DESCRIPTION A B C TRIP POLE 0 CONTINUOUS POLE TRIP I A B C 0 LOAD CENTER LCit 7941 1.00 1 2 DWELLING UNIT LOADS 472,856 9379 ,' LOAD CENTER LC13 UNiT 131 125 ; 7941. 2 2 125 y 9379 I 'lilii' UNIT 329 3 4 2 1, 500 x x 18 54,000 LOAD CENTER LC13 [ 9379 5 6 EE i `' `` 9379 LOAD CENTER LC13 UNIT 1.29 9379 125 `"��� �' 2 2 125 UNIT 327 7 8 9379 E' 1 18 6 LOAD CENTER LC13 9379 •el `E'I€ (number of units) 9 10 i��e� 1 I� 27,000 1 ",„ 9379 ? LOAD CENTER LC13 UNIT 127 6r 125 �` ,:€ 9378 2 11 12 2 a 12G• „ t 9379 UNIT 325 LOAD CENTER LC13 9379 ; 220.84(C)(3) and (4) 13 14 18 7389;: LOAD CENTER LC12 Use the nameplate rating of ALL appliances 125 2 z i 100 ; I (fastened -in pace, permanently connected, or 15 16 UNIT 125QQ 9379 M connected to a specific circuit), ranges, g Y389 UNIT323 LOAD CENTER LC12 6:F €t i 7389 100 147,600 17 18 2 125 ; ' i 10344 LOAD CENTER LC14 19 20 UNIT 123 f : 7389 E) u l 1,0344 � UNIT 321 LOAD CENTER LCt1 7941 12000 containing the respective appliance. Load 7941 LOAD CENTER LCl1 UNIT 231 125 �. E 7941 2 2 125 UNIT201 23 24 1 7941 LOAD CENTER LC13 9379c x 25 26 to _ 110344 9, 600 LOAD CENTER LCl4 UNIT 229 125 9379 2 2 l 25;, , ,Y,_ h 6R F , Vis; 10344 ' 7389 UNIT 200 LOAD CENTER LC12 27 28 29 30,s` LOAD CENTER LC13 9379 125 2 2 100 y?$aX Do not include any heating or air-conditioning 31 32 UNIT 227 9379 . l�`€€I�`�... i ; ,Er, 7389 ,;} 3 : 1,4 UNIT 223 LOAD CENTER LC13 937933 (number) 34 10344 LOAD CENTER LCl4 J25 2 0 125 € 35 36' UNIT 225 9379 76,001 . 10344 UNIT221 SPACE I 37 38L11 13 Total Volt -Ampere Demand Load: 4 r SPACE Multiply total VA b Table 220.32 demand factor PY Y 472,856 o 38/0 " K SPACE x (total volt-amperes from lines 1 through 12) 1 39 40 I 179,685 SPACE u... SPACE E 1 41 42 SPACE ��E�.51 w 54223 i 54776 54776 TOTALS TOTALS 52846 53398 1 52846 CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 0 1.25xLARGEST+ SUM OFREST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 DWELLING UNIT LOADS 472,856 0.38 179,685 2 Small Appliance Branch -Circuits 220.52(A)It�t SIZING LOAD: 179,685 SIZING LOAD (AMPS): 499 CONNECTED PHASE LOADS PHASE VA AMPS A 107,069 891.6 B 108,174 900.8 C i 107,621 896.2 TOTALS 322,863 896.2 REMARKS: 1. CUTLER HAMMER POW -R -LINE 3A OR EQUAL. 2. REFER TO MULTi-FAMILY DWELLING UNIT CALCULATIONS THIS SHEET FOR COMPUTATION OF LOADS /DEMAND FACTORS. Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: R1NB PHASEIWIRE: 3PH/4W # OF UNITS: 18 AVG. SF! UNIT: 649 1 General Lighting and Receptacle Loads 220.12 Do not include open porches, garages, and unused or unfinished spaces not 649 18 adaptable for future use. 3 x x ' 35.055 (avg. sq It /unit)) (number of units) + 3 '• 2 Small Appliance Branch -Circuits 220.52(A)It�t 2 1, 500 x x 18 54,000 (avg. # per unit) (number of units) 3 Laundry Branch Circuit 220.52(B) E' 1 18 6 1,500 x x (avg. # per unit) (number of units) i��e� 1 I� 27,000 4 through 11 waterheater/ 0 ; Appliances and Motors (volt-amperes each) x (number ., 0 220.84(C)(3) and (4) clothes dryer/ 5,000 18 90,000 Use the nameplate rating of ALL appliances x (volt-amperes each) (number). e I (fastened -in pace, permanently connected, or range / 8,200 18 M connected to a specific circuit), ranges, x 147,600 wall -mounted ovens, counter -mounted cooking (volt-amperes each) (number) units, motors, water heaters, and clothes dryers. Number of units indicates only those units dishwasher/ 1,000 x 12 €€ 12000 containing the respective appliance. Load (volt-amperes each) (number) values for appliances are the average value per disposal / 800 12 unit for the building or area. x u 9, 600 (volt-amperes each) (number) tE,E E 21,600 microwave oven / 1,200 18 x (volt-amperes each) (number)E� � 0 / x 0 Do not include any heating or air-conditioning (volt-amperes each) (number) i ; ,Er, 0 equipment in this section. / x (volt-amperes each) (number) 12 Heating or Air -Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of € electric heat that can be energized while the compressor is running. 76,001 erg 13 Total Volt -Ampere Demand Load: Multiply total VA b Table 220.32 demand factor PY Y 472,856 o 38/0 " K percent. x (total volt-amperes from lines 1 through 12) (Table 220.32) lr_, I 179,685 _© IP IN �m IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone E 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p /913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E. TH zi No. E11200498 .o'. STATE OF : 4r IONAL „Ea i! '. �n ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules ■ Project Number: 2013.000 © Copyright 2013 i 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 L4 R R Optional Method Load Calculation for Multi -Family Dwellings SINGLE -SECTION PANELBOARD SCHEDULE SINGLE -SECTION PANELBOARD SCHEDULE EQUIPMENT DESIGNATION: VOLTAGE: 208/120V AREAS: MAIN LUG AMPS: 600 MAIN LUG AMPS: 600 , PANEL DESIGNATION: R1 NC AIC RATING: 22,000 PANEL DESIGNATION: R1 ND AIC LATINO:2,000 PHASElWIRE: 3PH/4W # OF UNITS: 31 AVG. SF /UNIT: 775 � MAIN BREAKER: 500 � MAIN BREAKER: 500 T -R1 NC MOUNTING: SURFACE VOLTAGE: 208/120 MOUNTING: SURFACE VOLTAGE: 208/120 1 General Lighting and Receptacle Loads 220.12 LOCATION: ELEC C113PHASE/WIRE: 30,4W LOCATION: ELEC C113 PHASE/WIRE: 30,4W of ad not include open porches, garages, and unused or unfinished spaces not 775 31 PHASE C/B U C/B PHASE PHASE CIS C/E PHA E DESCRIPTION Q adaptable for future use. 3 x x 72,060 Q (avg.sgft/unit)) (number of units) DESCRIPTION DESCRIPTION DESCRIPTION A B C TRIP POLE POLE TRIP A B C A B C TRIP PALE POLE Trdlp A B C 2 Small Appliance Branch -Circuits 220.52(A) LOAD CENTER LCI2 7389 1 2 10344 Isee€I€`E g€ e I€1e=e:e E I€EE LOAD CENTER LC14 LOAD CENTER LC14 10344 1 2 I £I}79 ` ,gh LOAD CENTER LCI3 100 2 2 125 125 2 2 12 1,500 x 2 x 31 93,000 UNIT 117 Il�QIIIIIIIII7389 3 4 g` III€( 10344 €(s6 s;(II€t`€I IE UNIT 304 UNiT 122 10344 3 4 9379 UNIT 225 (avg. # per unit) l. (number of units) y �IImo LOAD CENTER LC13 9379 5 6 e `e 10344 LOAD CENTER LC14 LOAD CENTER LCI3 9379 5 6 € 10344 a LOAD CENTER LC14 e: : 3 Laundry Branch Circuit 220.52(B) 125 2 2 125 125 2 2 125 E UNIT 322 UNIT 119 9379 e....... 7 8 10344 UNIT 306 UNIT 118 9379 e .€.�e............... 7 8 10344 . 1,500 x 1 x 31 46,500 LOAD CENTER LC13 9379 9 10 9379 LOAD CENTER LC13 LOAD CENTER LC13 9379 ) 9 10 9379 e:ly LOAD CENTER LGl3 (avg. # per unit) (number of units) 4 through 11 125 2 2 125 9379 UNIT 310 !J » "` 125 2 2 125 UNIT 119 9379 11 12 U T 116 9379 I 1 12 9379 UNIT 320 e U �� 9 water neatest 0 LOAD CENTER LC14 10344 "' ' E`E I 13 14 9379 LOAD CENTER LCi3 LOAD CENTER LC14 10344 13 14 I X379 k '`+ LOAD CENTER LCI3 P Appliances and Motors (volt-amperes each) x (number) 0 " e e' 125 2 2 125 125 2 2 X25 ;a, 220.84(C)(3)and 4 UNIT 121 10344 15 16 9379 UNIT 310 UNIT 116 10344 _; 15 16 9378 may: UNIT 318 () clothes dryer 6,000 x 31 155 000 s LOAD CENTER LC14 , 10344 17 18 7389 LOAD CENTER LCI2 LOAD CENTER LCl4 10344 17 18 1 -144 LOAD CENTER LC14 Use the nameplate ratio of ALL appliances P 9 PP (volt-amperes each) (number) 125 2 2 100 125 2 2 125 v NIT 316 (fastened in place, permanently connected, or UNIT 204 10344 19 20 7389 UNIT 312 UNIT 111 10344 19 20 10344 U range 9,248 31 connected to a specific circuit), ranges, g LOAD CENTER LC14 7389 4i=er >r K..r. 1 44 LOAD CENTER LC14 wall mounted ovens counter -mounted x 286,700 10344 21 22 LOAD CENTER LCI2 LOAD CENTER LC12 ountedcookrng (volt-amperes each) number) 125 2 2 100 100 2 21 22 2 125 7389 s 3 UNIT 206 10344 23 24 7389 UNIT 316 UNIT f 11 .., 7389 23 24 =yY 10344 UNIT 316 units, motors, water heaters, and clothes dryers. ` b Number of units indicates only t dishwashers` 1.000 25 d o y hose units LOAD CENTER LC13 9379 25 26 7389 LOAD CENTER LC12 LOAD CENTER LC12 7389 E i`` I LOAD CENTER LCi3 E 25 26 93r9 125 2 2 100 100 2 2 125 x ) 25,000 17 containing the respective appliance. Load (volt-amperes ear,,,] (number) .. UNIT317 UNIT 316 UNiT 112 7389 27 28 9379 _. UNIT 210 27 28 7389 a y Ge4et €€i: values for appliances are the average value per 9379 lz> N a..: disposal f 800 25 LOAD CENTER LCI3 unit for the building or area. x E, 20,000 LOAD CENTER LCI3` ` 9379 29 30 7389 LOAD CENTER LCI2 SPACE 1 29 30 9379 :>;.:: EeE sEEe : (volt-amperes each) (number) 125 2 2 100 2 125 UNIT 210 9379 31 32 7389 UNiT 216 SPACE 1 31 32 9379 UNIT 318 microwave oven i 1,200 31 �q x 37 200 LOAD CENTER LCI2 7389 33 34 7389 LOAD CENTER LCI2 SPACE 1 33 34 F m 19344 ,_' "_ LOAD CENTER LC14 ;s. (volt-amperes each) (number) 100 2 2 100 2 125 vtE y UNIT 319 w UNIT 212 7389 35 36 7389 UN17216 SPACE 1 „> f 0344 ! - 0 �� F _ r� e' ...,:; E e 35 36 I e �.� � (volt-amperes each) x (number) 0 SPACE 1 37 38 1 SPACE SPACE 1 137 38 1 t SPA SPACE 1 39 40 1 �.;.: ` eI ems` SPACE SPACE 1 39 49 1 €, ,;W..,. SPACE Do not include any heating or air-conditioning >._ equipment In this section. / oil ole Is a(I, x 0 SPACE 1 41 42 1 SPACE SPACEj 41 42 1 e SPACE (volt-amperes each) (number) E M TOTALS 56214 54223 56214 52233 51268 49277 TOTALS TOTALS 36491 58204 ,8204 l 60134 TOTALS 12 Heating orAir-Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of electric heat that can be energized while the compressor is running. 134,618 PANELBOARD SIZING LOAD CONNECTED PHASE LOADS PANELBOARD SIZING LOAD CONNECTED PHASE LOADS LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) PHASE VA AMPS LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) PHASE VA AMPS 13 Total Volt Ampere Demand Load: LIGHTS 0 1.25 0 A 108,446 903.0 LIGHTS 0 1.25 0 I A 106,004 882.7 Multiply total VA by Table 220.32 demand factor 870,078 32% 4: percent. x 278,425 RECEPTACLES 0 10KVA+50%REST 0 B 105,491 878.4 RECEPTACLES 0 10KVA+50%REST 0 E I 103,048 858.1 (total volt-amperes from lines 1 through 12) (Table 220.32) MOTORS 0 1.25 x LARGEST+ SUM OF REST 0 (, 105,491 878.4 MOTORS 0 1.25xLARGEST+SUM OF REST (l C 96,625 804.6 AIR CONDITIONING 0 1.00 0 TOTALS 319,427 886.6 AIR CONDITIONING 0 1.00 0 TOTALS I 305,676 848.5 SPACE HEATING 0 0.00 0 SPACE HEATING 0 0.00 0 L CONTINUOUS 0 1.25 0 REMARKS: CONTINUOUS 0 1.25 0 REMARKS: NON -CONTINUOUS 0 1.00 0 1. CUTLER HAMMER POW -R -LINE 3A OR EQUAL. NON -CONTINUOUS 0 1.00 0 1, CUTLER HAMMER POW -R -LAVE 3A OR EQUAL. DWELLING UNIT LOADS 464,912 0.38 176,666 2. ALL BREAKER SHALL BE BRANCH -MOUNTED. DWELLING UNIT LOADS 459,806 0.39 179,324 2. ALL BREAKER SHALL BE BRANCH -MOUNTED. SIZING LOAD: 176,666 3. REFER TO MUL TWAMILY DWELLING UNiT SIZING LOAD: 179,324 3. REFER TO MULTi-FAMILY DWELLING UNIT SIZING LOAD (AMPS): 490 CALCULATIONS THIS SHEET FOR COMPUTATION SIZING LOAD (AMPS): 498 CALCULATIONS THIS SHEET FOR COMPUTATION OF LOADS /DEMAND FACTORS. OF LOADS / DEMAND FACTORS. C K Optional Method Load Calculation for Multi -Family Dwellings Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: R1NC PHASEIWIRE: 3PH/4W # OF UNITS: 16 AVG. SF / UNIT: 709 R1 ND PHASEiWIRE: 3PH/4W # OF UNITS: 16 AVG. SF ! UNIT: 795 J 1 General Lighting and Receptacle Loads 220.12 1 General Lighting and Receptacle Loads 220.12 I€; y 9 9 P Do not include open porches, garages, and unused or unfinished spaces not 709 16 Oo not include open porches, garages, and unused or unfinished spaces not 795 16 6 adaptable for future use. 3 x x = 34,035 i l 38,145 (avg. sq It /unit)) (number of units) adaptable for future use. 3 x x l s (avg. sq ft /unit)) (number of units)klel 2 Small Appliance Branch -Circuits 220.52(A) 2 Sma(i Appliance Branch -Circuits 220.52(A) 1,500 x = 2 16 2 16 �l (avg.#per unit) x (number of units) 48,000 48,000 1,500 x (avg. #per unit) x (number of units)nZ E 3 Laundry Branch Circuit 220.52(B) 3 Laundry Branch Circuit 220.52(B) L al 1,500 x 1 x 16 = ' 24,000 1,500 x 1 x 16 24,000 (avg. # per unit) (number of units) (avg. # per unit) (number of units) , > '•, 4 through 11 waterheater/ 0 _ 4 through 11 waterheater! 0ln Appliances and Motors (volt-amperes each) x (number) 0 Appliances and Motors (volt-amperes each) x (number) € 0 220.84(C)(3) and (4) clothes dryer/ 5,000 16 eI ��€ 220.84(C)(3) and (4) clothes dryer! 5,000 16 x = 80,000 x 80,000 Use the nameplate rating of ALL appliances (volt-amperes each) (number) Use the nameplate rating of ALL appliances (volt-amperes each) (number) WMM (fastened -in place, permanently connected, or (fastened -in place, permanently connected, or connected to a specific circuit), ranges, range! 9,294 16 e'CI'E range! 9,763 16 ., x =, 148, 700 connected to a specific circuit), ranges, x 156,200 G J wall -mounted ovens, counter -mounted cooking (volt-amperes each) (number) E .L,pi E wall -mounted ovens, counter -mounted cooking (volt-amperes each) (number) units, motors, water heaters, and clothes dryers. units, motors, water heaters, and clothes dryers. dishwasher! 1,000 13 dishwasher/ 1,000 14 Number of units indicates only those units x = (I�II(E 13, 000 Number of units indicates only those units x 14,000 containing the respective appliance. Load (volt-amperes each) (number) `,E,E I(E containing the respective appliance. Load (volt-amperes each) (number) EI IIIMIU values for appliances are the average value per values for appliances are the average value per disposal / 800 13 disposal / 800 14 IIE F E unit for the building or area. x = 10,400 unit for the building or area. x ,; ill 11,200 (volt-amperes each) (number) (volt-amperes each) (number) microwave oven/ 1,200 16 x = 19,200 microwave 1,200 x 16 , 19,200 (volt-amperes each) (number) (voltamperes each) (number) (volt-amperes each) x (number) 0 (volt-amperes each) x (number), 0 F Do not include any heating or air-conditioning / 0 Do not include any heating or air-conditioning / 0 equipment in this section. x = 0 equipment in this section. x 0 (volt-amperes each) (number) (volt-amperes each) (number) 12 Heating or Air -Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.84(C)(5) 12 Heating or Air -Conditioning System (Compare the heat and A/C, and omit the smaller.) 220.84(C)(5) Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of �' Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of electric heat that can be energized while the compressor is running. 64,106 electric heat that can be energized while the compressor is running. 69, 061 13 Total Volt -Ampere Demand Load: 13 Total Volt -Ampere Demand Load: Multiply total VA by Table 220.32 demand factor 441,441 39% + E Multiply total VA by Table 220.32 demand factor 459,806 39% , 179 324 E percent. x = 172,162 percent. x (total volt-amperes from lines 1 through 12) (Table 220.32) (total volt-amperes from lines 1 through 12) (Table 220.32) D D C C B B -- co t M II f f PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 8801 BALLENTINE, SUITE 200 OVERLAND PARK, KS 66214 913.492.2400 WWW.PKMRENG.COM A A 4 7 Z A R 7 R A 1n 1d 1 1F 17 1 1R 10 1 on I 0I Od Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastin9 er Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax a�e�r', design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f toHu 1 n Nprii E. T H No. ' E11200498�= STATE OF C ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules 94007 Project Number: 2013.000 © Copyright 2013 1 1 2 3 1 4 5 1 6 1 7 1 8 1 9 RI Q PI NI ©IIIIIIIIIIIIIIIIIIIII LI KI HI ^I V SINGLE -SECTION PANELBOARD SCHEDULE PANEL DESIGNATION: R3SA VA MAIN LUG AMPS: 600 CONNECTED �t MAIN BREAKER: 500 AIC RATING: 10,000 VOLTAGE: 208/120 MOUNTING: SURFACE LOCATION: ELECTRICAL C313 I () I 0 PHASE/WIRE: 30,4W DESCRIPTION PHASE C/B I CJB PHASE A B C TRIP POLE POLE TRIP AIR CONDITIONING 0 A B C DESCRIPTION LOAD CENTER LC14 10344 I - ; 0 1 2 0 CONTINUOUS 8379 LOAD CENTER LCI3 UNIT300 00 125 " 10344 2 2 125 9379 E UNIT 303 3 4 LOAD CENTER LC12 7389 139,689 5 6 42,000 SIZING LOAD: ,' ,°.EE. ,., ; 7389 LOAD CENTER LC12 UNIT 334 100 7389 E' .,,., E,.: , .,.... E9, :: E,':E:_ 3,.,. 10302 2 2 100 7389 UNIT 301 - E 1030 LOAD CENTER LC15 7 8 LOAD CENTER LCIS UNIT 145 9 s 10 14 2 UNIT 334 'IT125 :EE: E E.E... ° 10302 7389 i E rEr €€ ..... E .... ......... 2 R 1 2" b ,, . ,.. 10302 UNIT 335 7389 f LOAD CENTER LC12 N , I , 2 LOAD CENTER LC12 I ; 13 E 4 5 6 Appliances and Motors UNIT 336 ,,,,.I,......., 7389 100 ..' E , ,,,,E � ` 2 10G ......., a f r 7 89 :, ,.,..., UNIT 335 i r 15 16 LOAD CENTER LC13 l 9379 Use the nameplate ratio of appliances P 9 PP 1A18 (number ) ' 7989 LOAD CENTER LCI2 UNIT 338 125 9379 . i:E,. ..., i .::: 3:,;.... , 7389 '"011� 2 2 10� o ;738 UNIT 337 1 LOAD CENTER LCI2 wall -mounted ovens, counter -mounted cooking 2 i MAIN LUG AMPS: 600 :w SPACE UNIT 340 r., E ... 100 .- : : ,tfEE . a 7389 2 23 24 1 Number of units indicates only those units dishwasher/ 1,000 7 SPACE LOAD CENTER LC12 7389 lid iEE 11 11 = 25 26 1LLL dispose! / SPACE UNIT 342 E€ ; �� ,_ f00 . E E rV_ E 7389 , ....... 9379 ! n I 27 128 29 30 1 r 1 -:::d :•", ,.., . SPACE tt i - SPACE LOAD CENTER LCI3 UNIT 339 9379 €....., E r .. 125 €_ . 10302 2 31 32 1 microwave oven/ 1,200 ° . ,., .: ;,E SPACE LOAD CENTER LC15 rE 9054 sn 33 34 1 (number) ���".,,,��.11�� 9033 16,800 ,-„SII` 125 2 0 2 2 ii , SPACE UNIT 341 r 10302 � 35 3 6 Do not include any heating or air-conditioning LOAD CENTERLCA2 7847 MOUNTING: SURFACE 21 22 0 equipment in this section. / 0 x ~ SPACE SPACE ��i�i��5�i - - - _ .,...,:f. E°. i 37 e 38 1 f... SPACE SPACE r 39 i 40 1 electric heat that can be energized while the compressor is running. SPACE SPACE i r:,€:�l - 1 411 42 1 1€ o ..,E F E SPACE EY TOTALS 51268 1 53114 54139 Multiply total VA by Table 220.32 demand factor 349,343 ,; 31545 1 27070 25079 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 1 0 RECEPTACLES 0 10KVA + 50% REST I 0 MOTORS 0 1.25xLARGEST + SUM OFREST I 0 AIR CONDITIONING 0 1.00 r 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1,25 0 NON -CONTINUOUS 0 1.00 0 DWELLING UNIT LOADS 349,224 0.40 139,689 DESCRIPTION 42,000 SIZING LOAD: 139,689 (number of units) 3 4 SIZING LOAD (AMPS): 388 CONNECTED PHASE LOADS PHASE VA AMPS A r 82,812 689.6 B 80,183 667.7 C 79,218 659.7 TOTALS 242,213 672.3 REMARKS: 1. CUTLER HAMMER POW -R -LINE 3A OR EQUAL. 2. ALL BREAKER SHALL BE BRANCH -MOUNTED. 3, REFER TO MULTI -FAMILY DWELLING UNIT CALCULATIONS THIS SHEET FOR COMPUTATION OF LOADS / DEMAND FACTORS. Optional Method Load Calculation for Multi -Family Dwellings EQUIPMENT DESIGNATION: LOAD DESCRIPTION VOLTAGE: 2081120V AREAS: 13 CODE MIN. (VA) 1 14 R3SAPHASEIWIRE: 15 1 16 3PH/4W # OF UNITS: 14 AVG. SF f UNIT: 609 1 General lighting and Receptacle Loads 220.12 10KI/A+50 %REST 0 1 21 1 22 Do not include open porches, garages, and unused or unfinished spaces not 609 14 E, e .. 0 adaptable for future use. 3 x x SPACE HEATING 0 25,575 0 (avg. sq ft /unit)) (number of units) ' "., E,x:.. 2 Small Appliance Branch -Circuits 220.52(A) -."' 4 .� � , _� ... -' �' '=s o, RESIDENT UNIT LOADS 261,487 1,500 x 2 x 14 DESCRIPTION 42,000 SIZING LOAD: (avg. # per unit) (number of units) 3 4 SIZING LOAD (AMPS): i421 3 Laundry Branch Circuit 220.52(8) SINGLE -SECTION PANELBOARD SCHEDULE LOAD CENTER LCA2 SCHEDULE UNIT 145 1,500 x 1 x 14 2 21,000 100 (avg. # per unit) (number of units) 7847 E r '•I UNIT 265 4 through 11 waterheater/ - 0 100 5 6 Appliances and Motors (volt-amperes each) x (number) � ` 0 220.84(C)(3) and (4) clothes dryer/ 5,000 14 2 PANEL DESIGNATION: Use the nameplate ratio of appliances P 9 PP x (volt-amperes each) (number ) ..�1 70,000 (fastened -in place, permanently connected, or MAIN LUG AMPS: 800 AIC RATING: 22,000 9 10 97,300 connected to a specific circuit), ranges, range / 6,950 x 14 wall -mounted ovens, counter -mounted cooking (volt-amperes each) number ( ) MAIN LUG AMPS: 600 100 units, motors, water heaters, and clothes dryers. 2 100 UN/7257 11 12I Number of units indicates only those units dishwasher/ 1,000 7 containing the respective appliance. Load (volt-amperes each) x (number) 11 11 = 7,000 values for appliances are the average value per dispose! / 7847 PANEL DESIGNATION: unit for the building or area. 800 x5,600 7 41, 2 2 (volt-amperes each) (number) UN/7255 15 16 7476 SII ° °„ „ y 100 microwave oven/ 1,200 14 100 rE 9054 sn 17 18 x (volt-amperes each) (number) ���".,,,��.11�� 9033 16,800 21 22 / 0 2 2 100 x (volt-amperes each) (number) � 0 Do not include any heating or air-conditioning LOAD CENTERLCA2 7847 MOUNTING: SURFACE 21 22 0 equipment in this section. / 0 x ~ (volt-amperes each) (number) 208/120 ll1;. 12 Heating orAir-Conditioning System (Compare the heat and AIC, and omit the smaller.) 220.84(C)(5) 2 2 MOUNTING: SURFACE Include the air handler when using either one. For heat pumps, include the compressor and the maximum amount of� 29 30 23 24 electric heat that can be energized while the compressor is running. LOAD CENTER LCA5 E 64,068 13 Total Volt -Ampere Demand Load: LOCATION: ELECC149 UN/T251 3 Multiply total VA by Table 220.32 demand factor 349,343 40% 11 30, 4W percent. (total volt-amperes from lines i through 12) x (Table 220.32)1'1�iM] I E 139, 737 10 I 11 1 12 VA LOAD DESCRIPTION 1 13 CODE MIN. (VA) 1 14 1 15 1 16 1 17 18 1 19 1 20 10KI/A+50 %REST 0 1 21 1 22 1 23 1 24 0 E, e .. 0 1.00 0 SPACE HEATING 0 0.00 0 s.,- „� ... :. R ,�. VSs, saE "., E,x:.. .,a -."' 4 .� � , _� ... -' �' '=s o, RESIDENT UNIT LOADS 261,487 0.58 151,663 DESCRIPTION 2 SIZING LOAD: SINGLE -SECTION PANELBOARD 3 4 SIZING LOAD (AMPS): i421 420 SINGLE -SECTION PANELBOARD SCHEDULE LOAD CENTER LCA2 SCHEDULE UNIT 145 7476 100 2 2 100 UNIT261 3 4 7847 E r '•I UNIT 265 LOAD CENTER LCA f ;i° 9033 2 100 5 6 UNIT277 7 8 7847 LOAD CENTER LCA2 UNIT 149 9033 E R 2 PANEL DESIGNATION: R1 SA 7847 Nq UNIT 257 7 8 100 LOAD CENTERLCAI MAIN LUG AMPS: 800 AIC RATING: 22,000 9 10 7847 Z���I��E LOAD CENTER LCA2 I UN/T 151 MAIN LUG AMPS: 600 100 2 2 100 UN/7257 11 12I ,�l�7847 2 LOAD CENTER LCA 1 9033 �� ���_�," ��1!M�,.i ,1��.1, MAIN BREAKER: 800 7858 ... 1111111-111111, ` € E ,E E EE 7476 7847 PANEL DESIGNATION: R2SA UNIT 153 9033 100 2 2 AIC RATING: 22,000 ,.,.,� 7847(E 1- UN/7255 15 16 7476 SII ° °„ „ y 100 LOAD CENTER LCA2 R: 3;.g--4 7847 _� 100 rE 9054 sn 17 18 19 20 _ ���".,,,��.11�� 9033 LOAD CENTER LCA I 21 22 UNIT 155 100 2 2 100 ,, 1 �6 7847 �,.� MAIN BREAKER: 500 9033 E E , E J 9054 LOAD CENTERLCA2 7847 MOUNTING: SURFACE 21 22 2 50 ~ LOAD CENTERLCA2 VOLTAGE: 208/120 ll1;. 1 00 2 2 MOUNTING: SURFACE - 29 30 23 24 VOLTAGE: 208!120 LOAD CENTER LCA5 2 LOCATION: ELECC149 UN/T251 3 LOAD CENTER LCA2 U �_ : jl1 .., E PHASE/WIRE: 30, 4W 4178 I E ;::,° °° E E E @ e11- UNIT 295 7476 LOAD CENTER LCA3 LOCATION: ELECTRICAL C229 UNIT 147 �3.11����l1�� 7847 U 2 PHASE/WIRE: 30, 4W 2 100 �1�.,,1*� ����Q��1'11�,�,,1,'11,�,����1�,1g,�i�1zn 7476 I 35 36 DESCRIPTION PHASE C/B SPACE U t. E E� C/B PHASE -51 E UN1T249 Er€`'',!E E!!``... t , e S ,�.11�,4 v ..,e E. eke • e PHASE C/B 29 30 U _ C/B PHASE SPACE .1''�"',,-,,ll-Vs',..,11 �� `E� 2 Ao%wo. 100""'` .�1z.�,.Q1*�..1��.� 4 A B C TRIP POLE 1 31 32 POLE TRIP A B C DESCRIPTION DESCRIPTION li 9033 II`'; LOAD CENTER LCA 1 2 100 °°s 9033 UNIT297 DESCRIPTION E€E - 1 35 3 SPACE - 1 37 38 1 I 1 39 40 1 .. SPACE A B C TRIP POLE SPACE TOTALS 41237T4,237 33761 POLE TRIP A B C , LOAD CENTER LCA3 7476 IEy 100 2 1 2 9033 7777 _. _ ...., LOAD CENTER L CA1 LOAD CENTER LCA2 7858E:, 7858 EIE EE € IrE�I LOAD CENTER LCA2100 144 7476 3 4 2 100 I, E. , P,2 2 . ,� fUN/T .: E , .:. Q _..,: / UNIT 266 r 3 o= ::: a, ,. 785$ a "`' UNIT 2787858 LOAD CENTERLCA2 7847 100 2 5 6 2 10010:11 .. 7847; LOAD CENTERLCA2 3 LOAD CENTER LCA2 7858 5 6 i ;,_,... .,., f' 7476 LOAD CENTER LCA3 t UN/T 148 r 7847 7 8 7847 "I ,,., , .' E E' ,: UN/T254 UNIT 268 ""'E 7858 100 2 7 8 2 1C> .� 4 7 76 UNIT 280 LOAD CENTER LCA 1 9033 9 10 L € ° .'_: ,__:., ¢ ,. E . . 100 2 2 100 LOAD CE L CENTER LCA2 € tE ° ° �, 7858 9 10 E : E E :, E � E 9054 ���� , ; LOAD CENTER L CA 1 UNIT 148 I"I'll,100 ,., 9033 11 12:,' 7847 UN/7252 r UNIT 270 J; 7858 i 1 12 2 100 9054 UNIT 282 LOAD CENTER LCA f 9033 100 1 3 1 4 9033 .,,°E° ° LOAD CENTER LCA 1 COAD CENTER LCA3 7476 r , 3 14 , °= ......: ......- x 9054,,,,.. LOAD CENTER LCAT O D LE C UNIT 15011� 9033 2 15 161-1 2 100 9033-EE..l..3s s NIT U 250 r SNIT 272 E ky .r IE..:;..y... 7476 100 8 , 6 r 0 1 0 , ?.,E , �,:E 9054 E€, : U NIT 286 ; „E'.:= ..°..- • ; :.: , 5 , E :IIiP 41E ,. ° .. LOAD CENTER LCA2 , .° .: :E 7847 100 2 17 18 2 100 ,, ......... 9033 LOAD CENTER LOAD CENTER LCA2 E 3 ' 7858 7 1. 18 ! . v C 1' :;; 9054 LOAD CENTER LCA1 P t�100 19 20 EE UNIT 274 7856 100 2 119 20 2 100 ...; ,ell� u 9054 - UNIT 290 3 LOAD CENTERLCA2 7847 1 22 . ,... LOAD CENTERLCA2 3 LOAD CENTERLCA1 @1 .... 9054 21 22 ° ,� '`" a 785$ e~ LOAD CENTER LCA2 UNIT 154 "I',"", II; 7847 2 3 24 2 100 7847 UNIT246 I UNIT 276, ......,,,,w°. w ° �, a 9054 100 2 23 24 2 100 -,t UNIT 294 LOAD 0 D CENTER LCA2 .....: 7847 , ? 100 2 5 26 :.. ,.,.,,,r f.. 4,: A 3 SPACE � 058 LOAD CENTER LCA1 1 25 26 9054 r ` x UNIT 156 ..,.,E, ..:. 7847 -..: 2 100 .Ew.. �E..°_. .......... .. ,~; .°,..: r , ..,...........,.. o 2 100 ....,, ....,.......:°.....,...: S ACE 1 127 28 i ,,,,x, 9054 UNIT 240LOAD CENTER LCA2 k 78479 100 2 37847 LOAD CENTERLCA2 3 SPACE 1 29 30! 1 ., .�., 1 E' SPACE UN/T 141 7847 „• ,:;;', 31 3 2 100 7847 E E E '.. UN1T256 SPACE E,E 1 31 32 1 � N SPACE 11 , S €e.e 33 34 �E: A SPACE E E � EE E . IEsE„ 1 33 3 4 1 : E SPACE N SPACE E 1 35 36 > 1: , ,,.; -E SPACE SPACE 1 35 36 1 4 SPACE ` SPACE - 1 3 7 38 1 - EE E .'s ,f° SPACE SPACE E 1 37 38I T I ; r SPACE P SPA ..,,,, I ,.! : r E. SPACE SPACE == r - 1 3 9 40 €IE�r € iE SPACE ,.. SPACE 1 41 42 1 SPACE SPACE 11�€ E,11 SPACE 1 41 42 ': i ��x ` E TOTALS 47899 41237 40423 50270 41237 40423 TOTALS ,,,.,E TOTALS 31049 32245 32627 42 495 ' 42$77 33441 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTEDI DEMAND CODE MIN. (VA) LIGHTS 0 125 0 RECEPTACLES 0 10KI/A+50 %REST 0 MOTORS 0 1.25x LARGEST + SUM OFREST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 125 0 NON -CONTINUOUS 0 100 0 RESIDENT UNIT LOADS 261,487 0.58 151,663 DESCRIPTION 2 SIZING LOAD: 151,663 3 4 SIZING LOAD (AMPS): i421 420 CONNECTED PHASE LOADS PHASE VA AMPS A 98,168 817.5 B 82,474 686.8 C 80845 673.2 TOTALS 261,487 725.8 REMARKS.' J. CUTLER HAMMER POW-R-LINE3A OREQUAL. CONNECTED PHASE LOADS SINGLE -SECTION PANELBOARD SCHEDULE VA PANEL DESIGNATION: Rl SB CONNECTED MAIN LUG AMPS: 800 AIC RATING: 22,000 CODE MIN. (VA) LIGHTS * MAIN BREAKER: 800 MOUNTING: SURFACE RECEPTACLES ~ VOLTAGE: 208/120 0 MOTORS 0 1.25xLARGEST+SUM OFREST 0 LOCATION: ELECC149 0PHASE/WIRE: 3014W DESCRIPTION PHASE C/B C/B PHASE CONTINUOUS 0 U A B C TRIP POLE I POLE I TRIP A B C 260,744 0.58 151,232 DESCRIPTION 2 LOAD CENTER LCA3 7476 3 4 1 2 420 '� ik: 7858 E 7847 , .... LOAD CENTER LCA2 UNIT 145 7476 100 2 2 100 UNIT261 3 4 7847 E r '•I UNIT 265 LOAD CENTER LCA f ;i° 9033 2 100 5 6 UNIT277 7 8 7847 LOAD CENTER LCA2 UNIT 149 9033 E 100 2 2 100 7847 Nq UNIT 257 7 8 100 LOAD CENTERLCAI 9033 9 10 7847 Z���I��E LOAD CENTER LCA2 LOAD CENTER LCA2 UN/T 151 E r 9033 =���.."�1,, 100 2 2 100 UN/7257 11 12I ,�l�7847 2 LOAD CENTER LCA 1 9033 �� ���_�," ��1!M�,.i ,1��.1, 15 16 13 14 7858 ... 1111111-111111, ` € E ,E E EE 7476 7847 LOAD CENTER LCA2 9054 UNIT 153 9033 100 2 2 100 ,.,.,� 7847(E 1- UN/7255 15 16 7476 SII ° °„ „ y 100 LOAD CENTER LCA2 R: 3;.g--4 7847 _� 100 rE 9054 sn 17 18 19 20 _ ���".,,,��.11�� 9033 LOAD CENTER LCA I 21 22 UNIT 155 100 2 2 100 UN1T253 �6 7847 �,.� 19 20 9033 E E , E J 9054 LOAD CENTERLCA2 7847 SPACE 1 21 22 2 50 7847 16111r E ` LOAD CENTERLCA2 SPACE ........,:. ll1;. 1 00 2 2 100 - 29 30 23 24 7 LOAD CENTER LCA5 2 50 7847 UN/T251 3 LOAD CENTER LCA2 ,z1 11.N 7847 ; E : jl1 .., E 5 26 4178 I E ;::,° °° E E E @ e11- UNIT 295 7476 LOAD CENTER LCA3 1 UNIT 147 �3.11����l1�� 7847 100 2 27 28 2 100 �1�.,,1*� ����Q��1'11�,�,,1,'11,�,����1�,1g,�i�1zn 7476 I 35 36 1 ,ff"'': SPACE SPACE t. E E� 1 -E�=Q�x����� -51 E UN1T249 Er€`'',!E E!!``... t , e S ,�.11�,4 v ..,e E. eke • e _ 1 29 30 1 _ ��r1�z;-�1���� �1�,,W� 7476 LOAD CENTERLCA3 SPACE .1''�"',,-,,ll-Vs',..,11 �� `E� 2 Ao%wo. 100""'` .�1z.�,.Q1*�..1��.� 4 4 SPACE SPACE 1 31 32 SPACE 1 33 3 li 9033 II`'; LOAD CENTER LCA 1 2 100 °°s 9033 UNIT297 SPACE E€E - 1 35 3 SPACE - 1 37 38 1 I 1 39 40 1 .. SPACE SPACE SPACE ,, > 41 42 1 E..:....., .. - SPACE TOTALS 41237T4,237 33761 47527 47899 1 49084 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 125 0 RECEPTACLES 0 10KI/A+50 %REST 0 MOTORS 0 1.25xLARGEST+SUM OFREST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 RESIDENT UNIT LOADS 260,744 0.58 151,232 100 2 SIZING LOAD: 1 151,232 3 4 SIZING LOAD (AMPS): 1 420 CONNECTED PHASE LOADS PHASE VA AMPS A 88,764 739.2 B 89,135 7422 C 82,845 689.9 TOTALS 1 260,744 723,8 REMARKS f. CUTLER HAMMERPOW-R-L/NE34 OREQUAL. CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 0 1.25x LARGEST+ SUM OFRFST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 RESIDENT UNIT LOADS 214,736 0.58 124,547 100 2 SIZING LOAD: 1 124,547 3 4 SIZING LOAD (AMPS): 1 346 CONNECTED PHASE LOADS PHASEI VA AMPS A73, 545 612.4 B75,122 0 625.6 C 66,069 550.2 TOTALS 1 214,736 596.0 REMARKS: 1. CUTLER HAMMER POW R -LINE 3A OR EQUAL. SINGLE -SECTION PANELBOARD SCHEDULE PANEL DESIGNATION: R2SB VA MAIN LUG AMPS: 600 AIC RATING: 22,000 CONNECTED * � MAIN BREAKER: 500 VOLTAGE: 208/120 MOUNTING: SURFACE 0 1.25 0 LOCATION: ELECTRICAL C229 0 cc U PHASE/WIRE: 30,4W 0 PHASE C/B C/B PHASE 0 DESCRIPTION 0 DESCRIPTION A B C TRIP POLE POLE TRIP A B C CONTINUOUS 0 1.25 LOAD CENTER LCA2 7858 0 1 2 0 RESIDENT UNIT LOADS 9054 1 i1g gul RN:Q, LOAD CENTER LCA1 125,568 100 2 2 100 3 4 E E E lz E 4 s E�6EE.,E EEE 9G5 __._£t f�nf _rn> UNIT 263 '� ik: 7858 E UNIT 275 LOAD CENTER LCA2 d� :,i'��I k 7858 5 6 lis: E �E 7858 LOAD CENTER LCA2 UNIT 265 7858 s E 100 2 2 100 ,,,- w 7858I 11 ,,, UNIT277 7 8 LOAD CENTER LCA2 E 7858 9 10 7858 E EEk rrr: ¢E' -..rt . -_ LOAD CENTER LCA2 100 E, E 2 2 100 11 12 EE�lil el ryy 7858 9054 € ) E �;' , E' UNIT 267, �55 E 1-1r �' f z 7858 , UNIT 279 LOAD CENTER LCA2 7858 �� titlE E t; 13 14 LOAD CENTER LCA1 100 2 2 100 15 16 UNIT 269 7858 ... 1111111-111111, ` € E ,E E EE 7476 9054 UNIT 281 LOAD CENTER LCA3 17 18 IEf S 9054 LOAD CENTER LCA1 UNIT 295 7476 SII ° °„ „ y 100 2 2 100 rE 9054 sn UNIT 285 19 20 LOAD CENTER LCA1 9054 21 22 9054 LOAD CENTER LCA1 UNIT 296 ::: -ililli''" 100 EI Z 9054 ..,..E„ICErk x EEE _` `rlc,i (6E ,rt 2 2 100 E , E J 9054 UNIT 289 23 24 SPACE 1 25 26 2 50 4178 E fp I e LOAD CENTER LCA5 UNIT 293 SPACE ........,:. 1 27 28 4178 SPACE�k 111111111-1 1 29 30 4178 LOAD CENTER LCA5 2 50 1 31 32 SPACE : jl1 .., E 4178 I E ;::,° °° E E E @ e11- UNIT 295 SPACE ffleE 1 33 34 1 - SPACE SPACE € E 1 35 36 1 ,ff"'': SPACE SPACE t. E E� 1 37 38 1 Er€`'',!E E!!``... t , e SPACE SPACE _ 1 39 40 1 _ , EE t SEI r SPACE SPACE EE5 E'� _..: 1 41 42 1 1-, E ��E 39198 38002 SPACE TOTALS 31049 32627 3224543376 TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND I CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 0 10KVA + 50% REST 0 MOTORS 0 1.25xLARGEST+ SUM OFREST 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS 0 1.00 0 RESIDENT UNIT LOADS 216,497 0.58 125,568 SIZING LOAD: 125,568 SIZING LOAD (AMPS): 1349 CONNECTED PHASE LOADS PHASE VA AMPS A 74,425 619.8 B 71,825 598.1 C 70,247 585.0 TOTALS 1 216,497 1 600.9 REMARKS: 1. CUTLER HAMMER POW -R -LINE 3A OR EQUAL. IIIIIIIIIIIIIIIIIIIIIII0 IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastin9 er Walker Harden + BeeTri lett Buck P Architecture I Interior Design I Construction Management 4,:. 817 Wyandotte Kansas City, MO 64105 I,d. 2 816 421 phone o 11 816 421 1262 fax , designwith insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ISSUED FOR: 100% Construction Documents 11 July 2013 Qt Addendum #1 23 September 2013 ZL ASI #1 31 October 2013 Q3 CCD #1 10 December 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules IQ ■ Project Number: 2013.000 © Copyright 2013 2 3 4 5 3s i W-2 1/4" 7!-6" 8F-6" (L T-6" 10`-5 3/4" 10, .3 1/4" L 16-011 16-1)" rL R ,T 18'-0" 16r-0" 18rr-0" Q Unit AB Unit 6 216 7 18 19 110 1 11 112'" 113 114 X15 X16 117 118 119 + BeeTriplett Buck 0, Architecture I Interior Design I Construction Management 91-2" 15'-21/4" q. 81-9" ti 15'-2 3/4" IL 101-011 101-101, 14!-2" CL 19-10" q- 4F-8" 6'-91/2" q. 111-81' L 61-6112"' 13 -2 314" IL 12'-0'; CL 12'-0" cL rF 1 9_ 142 3/4" rL 12'-0" rL 1-5114" rL Y-10 1 3/4" C22 MIMI MMI 816 421 8200 phone 31.02 ) 211 (P2 0 691-T 209 41 _11, -------- 31,03 . ! 3,1,03 Ap MMI nnw_ r -1314 0 4'-13 C> I 1 205 /2 1-1 �31_02) 8-2" 4' 7 I Q t .4 r EEEEZa E� ILMI MM IMMI IMMI Kansas City, Mssoun 64111 3Z-0" — 816-531-41" p' 816-531-8572 f L A3 MMI IMM j 100% Construction Documents 11 July 2013 .......... Pearson Kent Mcii 1i Engineers, LLG E 48 8801 Ballentine, Suite 200 Paper Overland Park, Kansas 66214 Towel/waste :f 913-492-2400 p / 913-492-2437 f . . .............. ....... ---------- D Civil Engineer Weihe Engineers I Dimensiori Notes: 210ZZ111 \L/ 501-0 \-L/ 10505 N_ College Avenue I Dimensions are to face of wall framing 341-0" Refer to enlarged unit plans for r r r 317.846.6611 p / 317-843.0546 f 36-4" -�. MII ............. . ...... -IIC� Food Service Consult :Ili-' L O - ----- -------- ----------- --------------- ----------------- �. =. _rJ'2_0_�-� T K20 9 "-9 112"-' �-01 �3 E Unit DD Unit F Unit G 210 204 pal rw 0 4C �31 M� L 24-6 3/4' rpm H�andra:il (06402) Fire extinguisher/cabinet= J18 / 54.01 (10522,10523) QU 0 L 14 PG &2 Ems I L� • 1 III , 1« L � �■ � I �, 1 ' 71 Rest it 0 -2- 10 3/4" Laundry Rol C206 Q52O4 2'_3 3/4"J " • Future door opening between adjacent and "D'units. Re: H Structural for header Information. X pz, F 14 D Unit B2 M 231 -45 1 E E C M — cn co B 4!-10 112" Al Second Floor Plan - Area A2 r --- b A 30.02 118" =1'-0" 0 2' 4' '91 1 1 2 1 3 4 CL CL () 711-11" 8'-9" 'TTS _ 15'-10" (L 9 9-2" CL '-10114" 12'-0 3/4" U 11'-" 6"-6112" 16 17 18 19 110 111 112 113 114 115 116 117 118 0 ig I 20 1 21 1 22 1 23 1 24 C.? V-0 3/4 I Until UDZUC dispenser (10801) 60"x66" dear at toilet 30"W" forward approach at sink Carmel Senior Living 1.9 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC M Spruce Street, #200 Denver, Colorado 80230 19 AR11200135 Gastinger Walker Harden + BeeTriplett Buck 0, Architecture I Interior Design I Construction Management STATE OF N Unit E �0 Unit D Unit D Zl� 'T Kansas City, MIMI MMI 816 421 8200 phone Unit G 211 (P2 0 816 421 1262 fax 209 7-20-7-1 ;�r M MMI 1 205 /2 1-1 �31_02) Bob D. Campbell & Company, Inc - 4338 Belli ILMI MM IMMI IMMI Kansas City, Mssoun 64111 3Z-0" 816-531-41" p' 816-531-8572 f L MMI IMM Mechanical I Electrical I Plumbing Engineer 100% Construction Documents 11 July 2013 .......... Pearson Kent Mcii 1i Engineers, LLG E 48 8801 Ballentine, Suite 200 Paper Overland Park, Kansas 66214 Towel/waste 913-492-2400 p / 913-492-2437 f . . .............. ....... ---------- D Civil Engineer Weihe Engineers I Dimensiori Notes: 10505 N_ College Avenue I Dimensions are to face of wall framing Indianapolis, IN 46280 Refer to enlarged unit plans for 317.846.6611 p / 317-843.0546 f i additional dimensions and information -�. MII ............. . ...... -IIC� Food Service Consult :Ili-' ........................ :ice -© - ----- -------- ----------- --------------- 111►=� �. =. _rJ'2_0_�-� �-01 CL CL () 711-11" 8'-9" 'TTS _ 15'-10" (L 9 9-2" CL '-10114" 12'-0 3/4" U 11'-" 6"-6112" 16 17 18 19 110 111 112 113 114 115 116 117 118 0 ig I 20 1 21 1 22 1 23 1 24 C.? V-0 3/4 I Until UDZUC dispenser (10801) 60"x66" dear at toilet 30"W" forward approach at sink Carmel Senior Living 1.9 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC M Spruce Street, #200 Denver, Colorado 80230 19 r4s H Toilet tissue dispenser (1080 1) 1 G C2o Enlarged Restroom Plan 31.05 11411=11-011 0 KEY PLAN NE 21 M AR11200135 Gastinger Walker Harden + BeeTriplett Buck 0, Architecture I Interior Design I Construction Management STATE OF N �0 817 Wyandotte 'T Kansas City, 816 421 8200 phone 816 421 1262 fax 3.07.11 designwith insight.com M 16:41:13 -05'001 Structural Engineer Bob D. Campbell & Company, Inc - 4338 Belli Kansas City, Mssoun 64111 ISSUED FOR: 816-531-41" p' 816-531-8572 f L Mechanical I Electrical I Plumbing Engineer 100% Construction Documents 11 July 2013 Pearson Kent Mcii 1i Engineers, LLG E 48 8801 Ballentine, Suite 200 Paper Overland Park, Kansas 66214 Towel/waste 913-492-2400 p / 913-492-2437 f K D Civil Engineer Weihe Engineers I Dimensiori Notes: 10505 N_ College Avenue I Dimensions are to face of wall framing Indianapolis, IN 46280 Refer to enlarged unit plans for 317.846.6611 p / 317-843.0546 f i additional dimensions and information Food Service Consult Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913-362-1800 p / 913-362-2609 f r4s H Toilet tissue dispenser (1080 1) 1 G C2o Enlarged Restroom Plan 31.05 11411=11-011 0 KEY PLAN NE 21 M 23 24 16, Dram By Autho Checked By i Enlarged Second Floor Plan - B Area A A Pr*ct Number� 2013.037 Copyright 20 AR11200135 0, STATE OF 0 �0 0 'T o F 3.07.11 16:41:13 -05'001 ISSUED FOR: 100% Construction Documents 11 July 2013 E 48 Paper Towel/waste dispenser (10801) D 23 24 16, Dram By Autho Checked By i Enlarged Second Floor Plan - B Area A A Pr*ct Number� 2013.037 Copyright 20 RI 31 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 11 1 12 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 2 1 24 LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings LOAD CENTER DESIGNATION: L(r L C IL DESIGNATION: MAIN LUG AMPS: 100 LOAD CENTER DESIGNATION: LCI1 z Z) z F__� _z U MAIN LUG AMPS: MAIN BREAKER VOLTAGE: PHASE/WIRE: 125 M.L.O. 2081120 1PH/3W LOCATION: KITCHEN UNIT TYPES SERVED: B2 MOUNTING: RECESSED LOCATION: KITCHEN AIC RATING: 10,000 C/B DESCRIPTION C/B TRIP POLE C/B 0 DESCRIPTION POLE TRIP LTS/RECEPT: BATHROOM 20 1 1 1 2 2 20 30 PACKAGED A/C UNIT PHP -1 LTS/RECEPT BEDROOM AREA * 15 1 3 4 LTS/RECEPT LIVING ROOMAREA * 15 1 5 6 2 20 2 PACKAGED AIC UNiT PHP -1 RECEPT: KITCHEN PO 1 7 8 COOKTOP 20 1 9 10 2 20 20 COOKTOP MICROWAVE/ RANGE HOOD 20 1 11 12 RECEPT.• KiTCHEN 20 1 13 14 2 30 s CLOTHES DRYER DISHWASHER 20 1 15 16 DISPOSAL 20 1 17 18 1 20 4 CLOTHES WASHER SPACE 1 19 20 1 - disposal/ _ microwave oven / 1,200 SPACE REMARKS: I. CUTLER HAMMER "CH"LOAD CENTER OR EQUAL. 2. REFER TO RESPECTIVE DWELLING UNIT CALCULATIONS THiS SHEET FOR SIZING CALCULATIONS FOR THiS LOAD CENTER. 3. NOT ALL BREAKERS SHOWN MAYBE USED FOR EACH UNiT TYPE -REFER TO ENLARGED PLANS FOR EACH UNIT. IF BREAKER J IS NOT INDICATED TO BE USED ON ENLARGED PLANS, RE -LABEL SAME AS "SPARE". *BREAKER SHALL BE ARC -FAULT PROTECTED. 0111 LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings LOAD CENTER DESIGNATION: L(r L C IL DESIGNATION: MAIN LUG AMPS: 100 2081120V AREAS: z Z) MAIN BREAKER M.L.O. VOLTAGE: 208/120 PHASE/WIRE: 1PH13W UNIT TYPES SERVED: A, B, S7 MOUNTING: RECESSED LOCATION: KITCHEN U AIC RATING: 10,000 C/B C/B General Lighting and Receptacle Loads 220.12 DESCRIPTION LTS/RECEPT: BEDROOM * 15 1 DESCRIPTION POLE TRIP POLE 2 TRIP LTS/RECEPT: BATHROOM 20 1 1 2 2 30 LTS/RECEPT: BEDROOM AREA * 15 1 3 4 LTS/RECEPT.� LIVING ROOM AREA * 15 1 5 6 Small Appliance Branch -Circuits 220.52(A) on SPACE - 1 13 14 2 30 20 1 7 8 included. 210.11(C)(1) 1,500 x -- REFRIGERATOR 20 1 9 10 1 20 20 1 11 12 Laundry Branch Circuit 220.52(6) 1 2 20 COOKTOP 20 1 13 14 ,x 1,500 4 SPACE - 1 15 16 1 1 - SPACE REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. REFER TO RESPECTIVE DWELLING UNIT CALCULATIONS THIS SHEET FOR SIZING CALCULATIONS FOR THIS LOAD CENTER. 3. NOT ALL BREAKERS SHOWN MAYBE USED FOR EACH UNIT TYPE -REFER TO ENLARGED PLANS FOR EACH UNIT. IF BREAKER IS NOT INDICATED TO BE USED ON ENLARGED PLANS, RE -LABEL SAME AS "SPARE". *BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: AIC RATING: 10,000 LCI1 PHASEIWIRE: 1PH13W BASEMENT: 0 2ND FLOOR: 0 POLE TRIP LTS/RECEPT: BATHROOM 20 1 1ST FLOOR: 460 3RD FLOOR: 0 1 General Lighting and Receptacle Loads 220.12 PACKAGED A/C UNIT PHP -3 LTS/RECEPT: BEDROOM * 15 1 3 4 Do not include open porches, garages, and unused or 460 2 40 unfinished spaces not adaptable for future use. 3 x 1,380 2 Small Appliance Branch -Circuits 220.52(A) (sq ft using outside dimensions) i 2 Small Appliance Branch -Circuits 220.52(A) 2 SPACE - 1 13 14 At least two small appliance branch -circuits must be 2 tt - 3,000 SPACE 1 included. 210.11(C)(1) 1,500 x -- 3,000 3 Laundry Branch Circuit 220.52(B) (minimum of two) E 3 Laundry Branch Circuit 220.52(6) 1 19 120 1 At least one laundry branch -circuit must be included. 1 ,x 1,500 4 210.11(C)(2) 1,500 x 1,500 SPACE appliances (fastened -in-place, (minimum of one) 4 Appliances 220.82(B)(3) and (4) Do not include any heating or 210.11(C)(2) air-conditioning equipment in Use the nameplate rating of ALL Total volt-amperes of all appliances LISTED clothes dryer/ 5,000 range/ 10,700 appliances (fastened -in-place, this section BELOW 9,400 disposal/ _ microwave oven / 1,200 permanently connected, or connected to a specific circuit), ranges, ovens, cook waterheater/ - clothes dryer/ 5,000 range / 3,200 5 tops, motors, and clothes dryers. Apply 220.82(B) demand factor to the total of lines 1 through 4 appliances (fastened -in-place, dishwasher/ - disposal/ _ microwave oven/ 1,200 permanently connected, or connected to €i€ 25,135 clothes dryer/ 5,000 range 1 10,700 26,320 5 Apply 220, 82(B) demand factor to the total of lines 1 through 4 x 40% = 6,054 + 10,000 = 16,054 10,000 = 16,320 (total of lines 1 through 4) x 40% = 2,112 + 10,000 16,528 6 15,280 C) Central electric space -heating equipment, including integral supplemental heating in heat pumps :MEB t° tt,gwES„ Use the nameplate rating(s) in volt-amperes for all applicable - 10,000 = 5,280 (total of lines 1 through 4) x 40% = Z112 + 10,000 12,112 6 Heating orAir-Conditioning System 220.82(C) C Central electric space-heatingaquip men), including integral supplemental heating in heatp pumps 3,370 x 65% = C) 2,190 Use the nameplate rating(s) in volt-amperes for all applicable where the controller prevents the compressor and supplemental heating from operating at the same Air-conditioning and cooling system(s), including heat pump compressors and supplemental systems in lines a through a time. heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment, if less than four separately controlled 5,870 x 65% = C) 3,816 a) Air-conditioning and cooling system(s), including heat pump compressors and supplemental units: heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment, if less than four separately controlled / units: at the same time. units: - x 65% 2,954 x 100% = a) 2,954 Electric thermal storagee and other heating systems where the usual load is expected to be @) EiecMc space -heating equipment, if four or more separately controlled continuous at full name plate value. Systems qualifying under this selection shalt not be figured - x 65% = d) - b) Electric thermal storage and other heating systems where the usual load is expected to be e) Electric space -heating equipment, if four or more separately controlled continuous at full name plate value: Systems qualifying under this selection shall not be figured x 40% = e)T - under any other selection in 220.30(C). units: + 16,054 =7 x 100% = b) I - - x 40% = e)l - 7 Total Volt -Ampere Demand 3,616 12,112 Load: (largest VA ratio from line 6a through 6e ( rg g g ) {line 5) Minimum Amperes Load: (largest VA ratio from line 6a through 6e + = ( r9 g g ) (line 5) 7 15,928 8 Minimum Amperes Divide the total volt- amperes 20,688 208 Divide the total volt- amperes 18758 p 2088 3i 90i^sd E 9 t� Divide the total volt- amperes 15,928 208 8 77 (minimum mPeres r.�,EPy by the voltage (line 15) (voltage) 7 (minimum amperes) 8 (minimum amperes)I¢ LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: AIC RATING: 10,000 LC I PHASEIWIRE: IPH/3W BASEMENT: 0 2ND FLOOR: 0 POLE TRIP LTS/RECEPT: BATHROOM 20 1 IST FLOOR: 645 3RD FLOOR: 0 1 General Lighting and Receptacle Loads 220.12 PACKAGED A/C UNIT PHP -3 LTS/RECEPT: BEDROOM * 15 1 3 4 Do not include open porches, garages, and unused or 645 2 40 unfinished spaces not adaptable for future use. 3 x= (sq It using outside dimensions) t E° E 1,935 Et 2 Small Appliance Branch -Circuits 220.52(A) 2 i I CLOTHES DRYER At least two small appliance branch -circuits must be 2 SPACE - 1 13 14 included. 210.11(C)(1) 1,500 x = tt - 3,000 SPACE 1 15 16 (minimum of two) 20 3 Laundry Branch Circuit 220.52(B) 17 18 E 1 20 At least one laundry branch -circuit must be included. 1 19 120 1 210.11(C)(2) 1,500 x = (minimum of one) ,x 1,500 4 Appliances 220.82(B)(3) and (4) Do not include any heating or Tota! volt-amperes of all air-conditioning equipment Use the nameplate rating of ALL this section air-conditioning equipment in Use the nameplate rating of ALL appliances LISTED this section a PP SPACE appliances (fastened -in-place, BELOW 18, 700 permanently connected, or connected to 210.11(C)(2) a specific circuit), ranges, ovens, cook waterheater/ - clothes dryer/ 5,000 range/ 10,700 1,500 tops, motors, and clothes dryers. dishwasher/ 1,000 disposal/ 800 microwave oven/ 1,200 disposal/ _ microwave oven / 1,200 (minimum of one) 4 Appliances 220.82(8)(3) and (4) Do not include any heating or Total volt-amperes of all 5 Apply 220.82(8) demand factor to the total of lines 1 through 4 Apply 220.82(B) demand factor to the total of lines 1 through 4 appliances (fastened -in-place, BELOW 18,700 permanently connected, or connected to €i€ 25,135 clothes dryer/ 5,000 range 1 10,700 26,320 15,280 10,000 = 15,135 x 40% = 6,054 + 10,000 = 16,054 10,000 = 16,320 (total of lines 1 through 4) x 40% = 2,112 + 10,000 16,528 6 Heating orAir-Conditioning System 220.82(C) C) Central electric space -heating equipment, including integral supplemental heating in heat pumps :MEB t° tt,gwES„ Use the nameplate rating(s) in volt-amperes for all applicable where the controller prevents the compressor and supplemental heating from operating at the same 6 systems in lines a through a time. Use the nameplate rating(s) in volt-amperes for all applicable Use the nameplate rating(s) in volt-amperes for all applicable 3,370 x 65% = C) 2,190 systems in lines a through a a) Air-conditioning and cooling system(s), including heat pump compressors and supplemental (total of lines 1 through 4) 5,325 x 65% C) 3,461 = heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment, if less than four separately controlled heating, unless the controller prevents the compressor and supplemental heat from operating at the same time. units: at the same time. 2,704 x 100% = Fa) 2,704 units: 4,160 x 100% = a) 4,160 1,768 x 100% = a)1,768 - x 65% b) Electric thermal storagee and other heating systems where the usual load is expected to be @) EiecMc space -heating equipment, if four or more separately controlled continuous at full name plate value. Systems qualifying under this selection shalt not be figured Electric thermal storage and other heating systems where the usual load is expected to be under any other selection in 220.30(c). units: under any other selection in 220.30(C). X 100% = b) x 40% = e)T - 7 Total Volt -Ampere Demand 2,704 + 16,054 =7 18,758 Total Volt -Ampere Demand 2,704 Load: (largest VA rating from line 6a through 6e) (line 5) Load: (largest VA ratio from line 6a through 6e + = 7 l ( r9 9 9 ) (line 5J Load: (largest VA ratio from line 6a through 6e ( rg g g ) {line 5) Minimum Amperes 8 Minimum Amperes, j8 R� tgtt eY Divide the total volt- amperes 20,688 208 Divide the total volt- amperes 18758 p 2088 i 90i^sd E 9 t� 71 E, CE / by the voltage _ (line 15 volto a (minimum mPeres r.�,EPy _ Load: (largest VA rating from line 6a through 6e) (line 5) LOAD CENTER SCHEDULE LOAD CENTER DESIGNATION: LC I3 z ~ Z) U MAIN LUG AMPS: 125 MAIN BREAKER M.L.O. VOLTAGE: 2081120 PHASE/WIRE: 1PH/3W UNIT TYPES SERVED: C, D MOUNTING: RECESSED LOCATION: BEDROOM AIC RATING: 10,000 DESCRIPTION TRIP POLE POLE C/B DESCRIPTION POLE TRIP LTS/RECEPT: BATHROOM 20 1 1 2 2 25 PACKAGED A/C UNIT PHP -3 LTS/RECEPT: BEDROOM * 15 1 3 4 LTS/RECEPT LIVING ROOM * 15 1 5 6 2 40 1 RANGE LTS/RECEPT.• KiTCHEN * 15 1 7 8 RECEPT KITCHEN COUNTER 20 1 9 10 2 30 I CLOTHES DRYER RECEPT.• KiTCHEN COUNTER 20 1 11112 SPACE - 1 13 14 1 20 CLOTHES WASHER SPACE 1 15 16 1 20 DISHWASHER SPACE 1 17 18 1 1 20 , DISPOSAL SPACE 1 19 120 1 1 20 1 MICROWAVE/RANGE HOOD REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. REFER TO RESPECTIVE DWELLING UNIT CALCULATIONS THIS SHEET FOR SIZING CALCULATIONS FOR THiS LOAD CENTER. 3. NOT ALL BREAKERS SHOWN MAYBE USED FOR EACH UNIT TYPE- REFER TO ENLARGED PLANS FOR EACH UNIT. IF BREAKER IS NOT INDICATED TO BE USED ON ENLARGED PLANS, RE -LABEL SAME AS "SPARE". "BREAKER SHALL BEARC-FAULT PROTECTED. LOAD CENTER FAULT CURRENT RATING SCHEDULE Optional Method Load Calculation for One -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: NOTES LC I2 PHASEIWIRE: iPH13W BASEMENT: 0 2ND FLOOR: 0 1 LOAD CENTER LC12 8,202 1ST FLOOR: 460 3RD FLOOR: 0 1 General Lighting and Receptacle Loads 220.12 8,671 ! 10,000 1 Do not include open porches, garages, and unused or 460 10,000 1 unfinished spaces not adaptable for future use. 3 x (sq It using outside dimensions) 1,360 2 Small Appliance Branch -Circuits 220.52(A) 5,155 10,000 1 At least two small appliance branch -circuits must be 2 10,000 1 included. 210.11(C)(1) 1,500 x (minimum of two) 3,000 3 Laundry Branch Circuit 220.52(B) 3,408 10,000 1 At least one laundry branch -circuit must be included. 1 ' 1 210.11(C)(2) 1,500 x 1,500 SPACE + 20 (minimum of one) 20 4 Appliances 220.82(B)(3) and (4) Do not include any heating or Total volt-amperes of all Eg E (21 22 air-conditioning equipment Use the nameplate rating of ALL this section in a lianLISTED app SPACE appliances (fastened -in-place, BEtO W 9, 400 permanently connected, or connected to 210.11(C)(2) a specific circuit), ranges, ovens, cook water heater/ clothes dryer 5,000 range/ 3,200 1,500 tops, motors, and clothes dryers. dishwasher/ - disposal/ _ microwave oven / 1,200 (minimum of one) 4 Appliances 220.82(8)(3) and (4) Do not include any heating or Total volt-amperes of all 5 5 Apply 220.82(B) demand factor to the total of lines 1 through 4 appliances (fastened -in-place, BELOW 18,700 permanently connected, or connected to €i€ a specific circuit), ranges, ovens, cook water heater/ - clothes dryer/ 5,000 range 1 10,700 26,320 15,280 it 10,000 = 16,320 10,000 = 5,280 x 40% = 2,112 + 10,000 16,528 12,112 (total of lines I through 4) (total of lines 1 through 4) :MEB t° tt,gwES„ E 6 6 Heating or Air -Conditioning System 220.82(C) C) Central electric space -heating equipment, including integral supplemental heating in heat pumps Use the nameplate rating(s) in volt-amperes for all applicable Use the nameplate rating(s) in volt-amperes for all applicable where the controller prevents the compressor and supplemental heating from operating at the same systems in lines a through a systems in lines a through a time. (total of lines 1 through 4) 5,325 x 65% C) 3,461 = 4,160 x 65% = C) Z 704 a) Air-conditioning and tooting system(s), including heat pump compressors and supplements! heating, unless the controller prevents the compressor and supplemental heat from operating heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment, if less than four separately controlled at the same time. at the same time. units: 4,160 x 100% = a) 4,160 1,768 x 100% = a)1,768 fine. - o _ x 65/o - d - ) - x 65% = d) - b) Electric thermal storage and other heating systems where the usual load is expected to be e) Electric space -heating equipment, if four or more separately controlled continuous at full name plate value: Systems qualifying under this selection shall not be figured under any other selection in 220.30(C). under any other selection in 220.30(C). units: X 100% = b) X 100% = b) I - - x 40% = e) 7 Total Volt -Ampere Demand 2,704 12,112 _ + - 7 14, 816 Load: (largest VA ratio from line 6a through 6e + = 7 l ( r9 9 9 ) (line 5J Load: (largest VA ratio from line 6a through 6e ( rg g g ) {line 5) 8 8 Minimum Amperes, Divide the total volt- amperes 20,688 208 E t . i 8 99� i Divide the total volt- amperes 14,816 208 8 71 E, CE 16,054 by the voltage (line 15) (voltage) _ Load: (largest VA rating from line 6a through 6e) (line 5) 7 (minimum amperes) LOAD CENTER FAULT CURRENT RATING SCHEDULE Optional Method Load Calculation for One -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: NOTES LC 14 PHASEIWIRE: 1PH13W BASEMENT: 0 2ND FLOOR: 0 1 LOAD CENTER LC12 8,202 1ST FLOOR: 1,040 3RD FLOOR: 0 1 General Lighting and Receptacle Loads 220.12 8,671 ! 10,000 1 Do not include open porches, garages, and unused or 1,040 10,000 1 unfinished spaces not adaptable for future use. 3 x (sq It using outside dimensions) 3,120 2 Small Appliance Branch -Circuits 220.52(A) 5,155 10,000 1 At least two small appliance branch -circuits must be 2 10,000 1 included. 210.11(C)(1) 1,500 x (minimum of two) 3,000 3 Laundry Branch Circuit 220.52(B) 3,408 10,000 1 At least one laundry branch -circuit must be included. 1 � 1 210.11(C)(2) 1,500 x =EEE 1,500 SPACE + 20 (minimum of one) 20 4 Appliances 220.82(B)(3) and (4) Do not include any heating or Tolt l tavolt-ampere of all (21 22 air-conditioning equipment Use the nameplate rating of ALL this section in EE appliances LISTED PP � SPACE appliances (fastened -in-place, BELOW EE " 18, 700 permanently connected, or connected to 210.11(C)(2) a specific circuit), ranges, ovens, cook waterheater/ - clothes dryer/ 5,000 range/ 10,700 1,500 tops, motors, and clothes dryers. dishwasher/ 1,000 disposal/ 800 microwave oven/ 1,200 (minimum of one) 4 Appliances 220.82(8)(3) and (4) Do not include any heating or Total volt-amperes of all 5 Apply 220.82(B) demand factor to the total of lines 1 through 4 appliances (fastened -in-place, BELOW 18,700 permanently connected, or connected to €i€ a specific circuit), ranges, ovens, cook water heater/ - clothes dryer/ 5,000 range 1 10,700 26,320 tops, motors, and clothes dryers. dishwasher) 1,000 disposal/ 800 microwave oven/ 1,200 it 10,000 = 16,320 x 40% = 6,528 + 10,000 - �¢�¢ ? 16,528 Apply 220.82(B) demand factor to the total of lines i through 4 (total of lines I through 4) :MEB t° tt,gwES„ 6 Heating or Air -Conditioning System 220.82(C) C) Central electric space -heating equipment, including integral supplemental heating in heat pumps Use the nameplate rating(s) in volt-amperes for all applicable where the controller prevents the compressor and supplemental heating from operating at the same x 40% = 6,054 + 10, 00016, systems in lines a through a time. (total of lines 1 through 4) 5,325 x 65% C) 3,461 = a) Air-conditioning and rooting system(s), including heat pump compressors and supplemental heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment, if less than four separately controlled C Central elecMespace-heatingaquipmen), including integral supplemental heating iheatp pumps at the same time. units: where the controller prevents the compressor and supplemental heating from operating at the same 4,160 x 100% = a) 4,160 systems in lines a through a fine. - o _ x 65/o - d - ) b) the usual load is expected to be Electric thermal storage and other heating systems when; e e g Y l� @) Electric space -heating aquipmen!, if four or more separately controlled continuous at full name plate value: Systems qualifying under this selection shall not be figured under any other selection in 220.30(C). units: d) Electric space -heating equipment if less than four separately controlled X 100% = b) x 40% = e) 7 Total Volt -Ampere Demand 4,160 16,528 Load: (largest VA ratio from line 6a through 6e + = 7 l ( r9 9 9 ) (line 5J 20,688 8 Minimum Amperes P e) Electric space -heating equipment, if four or more separately controlled Divide the total volt- amperes 20,688 208 E t . i 8 99� i X 100% = b) b the voltage / - Y 9 (fine 15) (voltage) (minimum amperes) )"�° 2 -j �. �e•. E, CE 16,054 ¢ ............... LOAD CENTER FAULT CURRENT RATING SCHEDULE Optional Method Load Calculation for One -Family Dwellings EQUIPMENT SCA AIC NOTES LOAD CENTER LCI1 8,671 10,000 1 LOAD CENTER LC12 8,202 10;000 1 LOAD CENTER LC13 8,671 ! 10,000 1 LOAD CENTER LCI4 8,671 10,000 1 LOAD CENTER LCI5 8,671 10,000 1 LOAD CENTER LCA1 5,155 10,000 1 LOAD CENTER LCA2 4,756 10,000 1 LOAD CENTER LCA3 2,939 10,000 i LOAD CENTER LCA4 3,408 10,000 1 LOAD CENTER LCA5 2998 10,000 1 NOTES: 1. RATING BASED 42KAIC AVAILABLE AT SES (FROM PUBLISHED INFORMATION FROM SRP). 2. ALL CALCULATIONS PERFORMED USING BUSSMANN POINT-TO-POINT METHOD. 20 LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings LOAD CENTER DESIGNATION: LCIS I z U MAIN LUG AMPS: 125 I MAIN BREAKER M.L.O. i VOLTAGE: 208/120 PHASEriWIRE: 1PH/3W UNIT TYPES SERVED D, E, F, $8 MOUNTING: RECESSED LOCATION: KITCHEN AIC RATING; 10,000 DESCRIPTION C/B TRIP POLE C/B DESCRIPTION POLE TRIP LTSIRECEPT: MASTER BATH 20 1 1 2 2 35 PACKAGED A/C UNIT PHP -4 LTS/RECEPT: MASTER BEDROOM ' 115 1 3 4 LTS/RECEPT: BEDROOM/OFFICE ` 15 5 6 4 40 RANGE LTS/RECEPT: BATHROOM 20 1 7 8 LTS/RECEPT LIVING ROOM * 15 1 9 10 ? 40 CLOTHES DRYER LTS/RECEPT: KITCHENIDINING * 15 1 11 12 RECEPT; KITCHEN 20 i 13 14 1 120 I CLOTHES WASHER RECEPT: KITCHEN 20 i 15 16 1 20 DISHWASHER RECEPT: KITCHEN 2 1 :47_019 ! 17' 18 ° 1 20 DISPOSAL SPACE + 20 i 1 20 MICROWAVE/ RANGE HOOD SPACE ° i (21 22 1 23 24 SPACE REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. REFER TO RESPECTIVE DWELLING UNIT CALCULATIONS THiS SHEET FOR .SIZING CALCULATIONS FOR THIS LOAD CENTER. 3. NOT ALL BREAKERS SHOWN MAYBE USED FOR EACH UNIT TYPE -REFER TO ENLARGED PLANS FOR EACH UNIT. iF BREAKER IS NOT INDICATED TO BE USED ON ENLARGED PLANS, RF -LABEL SAMEAS "SPARE". * BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE Optional Method Load Calculation for One -Family Dwellings LOAD CENTER DESIGNATION: LCIS z I I Of MAIN LUG AMPS: 125 jE MAIN BREAKER M.L.O. ! VOLTAGE: 208/120 PHASE!WIRE: 1PH./3W UNIT TYPES SERVED: D MOUNTING: RECESSED LOCATION: BEDROOM AIC RATING: 10,000 DESCRIPTION C/BL) TRIP POLE CIS DESCRIPTION POLE TRIP LTS/RECEPT: MASTER BATH 20 1 1 2 Z 20 PACKAGED A/C UNIT PHP -1 LTS/RECEPT MASTER BEDROOM * 15 1 3 4 LTS/RECEPT: LIVING ROOM AREA * 15 i 5 6 2 30 PACKAGED A/C UNiT PHP -2 LTS/RECEPT: BEDROOM AREA * 15 1 7 8 LTS/RECEPT:BATHROOM 20 1 9 10 2 40 RANGE RECEPT.• KITCHEN 20 1 11 12 RECEPT. KITCHEN 20 1 113 14 2 30 CLOTHES DRYER COOKTOP 20 1 C 15 16 LTS/RECEPT: KITCHEN * 15 1 17 18 1 1 20 CLOTHES WASHER SPACE 1 19 201 1 20 DISHWASHER SPACE 1 21 22 1 20 DISPOSAL SPACE 1 23 24 i 20 MICROWAVE/RANGE HOOD REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. REFER TO RESPECTIVE DWELLING UNIT CALCULATIONS THiS SHEET FOR SIZING CALCULATIONS FOR THIS LOAD CENTER. 3. NOT ALL BREAKERS SHOWN MAYBE USED FOR EACH UNIT TYPE -REFER TO ENLARGED PLANS FOR EACH UNiT. IFBREAKER iS NOT INDICATED TO BE USED ON ENLARGED PLANS, RE -LABEL SAME AS "SPARE'. *BREAKER SHALL BE ARC -FAULT PROTECTED. 7 4 R 7 R 4 1(l 11 10 1 1A 1r, 1R 17 112 10 on 01 77 �o _© IP IN IL I J IH IG IF ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 3 EE _ 816 421 8200 phone !EEE ' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f %%►u I u num r_ TU No. ' E11200498: .o . STATE OF :tea ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules 94MO9 Project Number: 2013.000 © Copyright 2013 Optional Method Load Calculation for One -Family Dwellings EQUIPMENT DESIGNATION: VOLTAGE: 2081120V AREAS: LC 15 PHASEIWIRE: 1PH13W BASEMENT: 0 2ND FLOOR: 0 1ST FLOOR: 645 3RD FLOOR: 0 1 General Lighting and Receptacle Loads 220.12 Do not include open porches, garages, and unused or 645 unfinished spaces not adaptable for future use. 3 x 1,935 (sq ft using outside dimensions) ° ` elpl�ii 2 Small Appliance Branch -Circuits 220.52(A) At least two small appliance branch -circuits must be 2 CE E&6 iE M included. 210.11(C)(1) 1,500 x 3,000 minimumoftwo r ) 3 Laundry Branch Circuit 220.52(8) At least one laundry branch -circuit must be included. 1 210.11(C)(2) 1,500 x 1,500 (minimum of one) 4 Appliances 220.82(8)(3) and (4) Do not include any heating or Total volt-amperes of all Use the nameplate rating of ALL air-conditioning equipment in appliances LISTED this section PP appliances (fastened -in-place, BELOW 18,700 permanently connected, or connected to a specific circuit), ranges, ovens, cook water heater/ - clothes dryer/ 5,000 range 1 10,700 tops, motors, and clothes dryers. dishwasher) 1,000 disposal/ 800 microwave oven/ 1,200 5 Apply 220.82(B) demand factor to the total of lines i through 4 25,135 10,000 = 15,135 x 40% = 6,054 + 10, 00016, 054 (total of lines 1 through 4) `44•EEE•Es 6 Heating or Air -Conditioning System 220.82(C) C Central elecMespace-heatingaquipmen), including integral supplemental heating iheatp pumps Use the nameplate rating(s) in volt-amperes for all applicable where the controller prevents the compressor and supplemental heating from operating at the same systems in lines a through a fine. 7,095 x 65% = C) 4,612 a) Air-conditioning and cooling system(s), including heat pump compressors and supplemental heating, unless the controller prevents the compressor and supplemental heat from operating d) Electric space -heating equipment if less than four separately controlled at the same time. units: 3,245 x 100% = Fa)T 3,245 x 65% = Fd)b) Electric thermal storage and other heating systems whereth usual load is expelled to be e) Electric space -heating equipment, if four or more separately controlled continuous at full name plate value: Systems qualifying under this selection shall not be figured under any other selection in 220.30(C). units: X 100% = b) - x 40% = e) - 7 Total Volt -Ampere Demand 4,612 16,054 _ Load: (largest VA rating from line 6a through 6e) (line 5) 7 20,666 8 Minimum Amperes E '3 °�, „i ,, i�i� Divide the total volt amperes 666 20,666 208 8 99 t 9��3.➢8 tY� 9. i i.. d'. }. ➢ 1.1..x., y. r.. ➢. ,�. by the voltage / = line 15 (voltage) (minimum m eres 055 7 4 R 7 R 4 1(l 11 10 1 1A 1r, 1R 17 112 10 on 01 77 �o _© IP IN IL I J IH IG IF ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 3 EE _ 816 421 8200 phone !EEE ' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f %%►u I u num r_ TU No. ' E11200498: .o . STATE OF :tea ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Panelboard Schedules 94MO9 Project Number: 2013.000 © Copyright 2013 II I & J0 I Z) I ti 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 111111IIIIIIIIIIIIIIIIIIIIIIIIIIII 9_ DI A .3I LOAD CENTER SCHEDULE PANELBOARD SIZING LOAD I LOAD DESCRIPTION - 9.274 77.3 I 17____T DEMAND I. PANEL DESIGNATION: LCAT LIGHTS 734 1.25 MAIN LUG AMPS: 100 F AICRATING: 10,000 - 2,440 - . 10KVA + 50% REST 1 2,440 I :M t= O_ MAIN BREAKER: M.L.O. VOLTAGE: 2081120 MOUNTING: RECESSED i 8,154 I 1.00 8,154 :) - I 0 1 0.00 I 0 LOCATION: UNITB2 I PHASE/WIRE. 10, 2W LOAD: : I 0 0-1 0 I PHASE/WIRE: 10, 2W I SIZING LOAD (AMPS), � PHASE C/B DESCRIPTION - C/B PHASE DESCRIPTION A B TRIP I POLE 5 6 DESCRIPTION I POLE TRIP A 6 LTSIRECEPT BATHROOM 910 I 20 - - 1 1 2 1 - 3 4 2 2038 20 "", I 11111=M � � 11--, �- 111111I. ----2038 PACKAGED AIC UNIT PHP -1 , � �� � ;� 3 L TSIRECEPT BEDROOM AREA * ��"����������ll",,"�ll"���"I'�'I'l"""",� 660 20 1 1 L TSIRECEPT LIVING AREA * 604 l���ll�ll'I'llI'�'-""""",-'iiiiii� 20 4 5 61 i - - 7 8 � 2 2038 ��J�j�1�111�ji�� 20 = , , 2038 PACKAGED AIC UNIT PHP -1 1'1�i!i!�!����� MICROWAVE iiii!i!��i��i�; 1000 20 1 1 RECEPT. KITCHENETTE 180 777777',7 , , - 20 1 1 9 ,101 1 - r 2 00 ",;,11,.,71 20 = � . " 2500 CLOTHES DRYER -11 I I , W� 7 �� ,�==, RECEPT, KITCHENETTE . �� I I 1 , ��,',P01111 600 -1.1-1-11.11 20 _111112 11.1 SPACE � I I �,RJIQ i - � �'� �M �; � - I 1 13 114 1 I - I i000 CLOTHES WASHER TOTALS I _1 1694 1 2260 L . J _:177 6.577 _ CONNECTED PHASE LOADS PANELBOARD SIZING LOAD I LOAD DESCRIPTION - 9.274 77.3 I 17____T DEMAND I. C DEMIN.(VA) LIGHTS 734 1.25 _ _ 918 RECEPTACLES - 2,440 - . 10KVA + 50% REST 1 2,440 I MOTORS O_ 1,25 x LARGEST + SUM OF REST 0 AIR CONDITIONING i 8,154 I 1.00 8,154 SPACE HEATING - I 0 1 0.00 I 0 I I PHASE/WIRE. 10, 2W LOAD: : I i 17,511 I I I SIZING LOAD (AMPS), � 84 CONNECTED PHASE LOADS PH. VA AMPS A . - 9.274 77.3 - B - 8,837 73.6 I TTL. I I I 8, 1 08 871 I i I - REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE' DISTANCE * BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE PANELBOARD SIZING LOAD VA AMPS LOAD DESCRIPTION CONNECTED PANEL DESIGNATION: LCA2 CODE MIN, (VA) - -------- F_- MAIN LUG AMPS: 100 AIC RATING: 10,000 RECEPTACLES 3,220 10KVA + 50% REST * MAIN BREAKER: M.L.O. I VOLTAGE: 2081120 0 MOUNTING: RECESSED 0 AIR CONDITIONING I 5,762 :) 5,762 SPACE HEATING LOCATION: UNITE 1 0.00 0 0 X 5 I PHASE/WIRE. 10, 2W SIZING LOAD: - PHASE PHASE C/B C/B PHASE - I DESCRIPTION 76 - LTSIRECEPT. - UNIT 194 BATH DESCRIPTION ___�_ POLE E TRIP A I B A I B TRIP I POLE 5 6 1 I �i!��:!,IE6��ji�i�i�� LTSIRECEPT. BATHROOM 910 � I � 1111111�� "I 20 1 1 2 I 2 11111�,�� � , -11 1;3�� �� � 2881 z��,���i�, 1 �,�QQ ,,�,,Y' 10 - ' 777 PACKAGED A/C UNIT PHP -2 7777777777 - I ������;ikz�;� LTSIRECEPT. BEDROOM AREA * 660 20 1 - 3 4 20 1 1 9 I I � �=��� � � � � � - - rPOLE 2881 9 10 z I �� �,��;", - y��h��,�=,:,� ��", L TSIRECEPT. LIVING AREA * 604 ,1%1�%�� � i� z ,�,�,��3�,,�. � 20 1 5 6 1 7 111.111-11.1111111 � ,'O��QW�, 20 ��,�� 180 ';� ,,Q,��,�tp, ... _`,�W� RECEPT. - KITCHENETTE _", '' MICROWAVE i`��,"_'IPIX'11_ 1-1111-1-11- liiR�;iii 1000 " ... ... 20 _ I f 7 8 1 1 ---11 111111��=;,M �� ,�11 4 20 ��" � � � � !Mt` 600 L2��N� - RECEPT KITCHENETTE CLOTHES WASHER 1000 i � : lilllilil�iT 20 1 1 9 1 0 2 - - , I d lh'l 256 �Ei � � i ....... 1 10 ��BUN4,,�, ,,_, - -- _'_� � , , ,�,,,,, �_ , " " , � � , i����i,,,,,,"'i 2500 1 CLOTHES DRYER 7��I��I�jig@�",,,,�, _ - SPACE �M I 1 - i 1 1 $ TOTALS 2514 71660 I - � �P, '_�� �11 � � �10 ....... .. �9=�M �1111111111 ;�;�Q;.;,M,,�.� ,,,, RECEPT KITCHENETTE LTSIRECEPT. OFFICE AREA * �j��iNNIN!i!!840 E RMW F -5561 5981 TOTALS I I CONNECTED PHASE LOADS PH. I VA AMPS A 8,075 67.3 B 7,641 63.7 I TTL. 19,716 75.6 1 I REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE" DISTANCE. *BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE PANELBOARD SIZING LOAD VA AMPS LOAD DESCRIPTION CONNECTED 1 DEMAND CODE MIN, (VA) LIGHTS 734 1.25 - 918 RECEPTACLES 3,220 10KVA + 50% REST 3,220 MOTORS 0 1.25 x LARGEST + SUM OF REST 0 AIR CONDITIONING I 5,762 1.00 5,762 SPACE HEATING 1 0 1 0.00 0 ,�, 71"- LTSIRECEPT BATHROOM 910 0- ,MzM%,!��� E5 20 20 1 E ' 2 SIZING LOAD: 15,899 1 ZlV�Y`,,,,� ' � 1976 i�i��9111�i�i ��U5�V,�,,',�`�2�� PACKAGED AIC UNIT PHP -3 SIZING LOAD (AMPS):, 76 CONNECTED PHASE LOADS PH. I VA AMPS A 8,075 67.3 B 7,641 63.7 I TTL. 19,716 75.6 1 I REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE" DISTANCE. *BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE PANEL DESIGNATION: LCA3 VA AMPS MAIN LUG AMPS: 100 AIC RATING: 10,000 CONNECTED * )_ MAIN BREAKER: M.L.O. VOLTAGE: 2081120 MOUNTING: RECESSED I 1,060 5 1,325 LOCATION: UNIT C () Of 0 PHASE/WIRE: 10, 2W PHASE C/B C/B PHASE i DESCRIPTION - AIR CONDITIONING DESCRIPTION POLE I TRIP - A I B A B TRIP I POLE TRIP 1 0.00 I ,�, 71"- LTSIRECEPT BATHROOM 910 0- ,MzM%,!��� E5 20 20 1 E ' 2 2 25 1 ZlV�Y`,,,,� ' � 1976 i�i��9111�i�i ��U5�V,�,,',�`�2�� PACKAGED AIC UNIT PHP -3 - �Q;�%zQQQ;�;�,�� LTSIRECEPT' BEDROOM AREA * i;:�1111111111�1�� 1200 20 1 3+4 LTSIRECEPT. - UNIT 194 BATH 5 6 1976 RECEPT KITCHENETTE LTSIRECEPT. LIVING AREA * " 1110 20 1 'I 5 6 1 20 I �z���z��;�;�;�;�; 180 W�z;z3:;�;�;�;�;�;�� .1111.1 1-1-14141, 1-l"'I".14111"'I'l � 1 11111,11 M!iill I 4111 MICROWAVE � 1000 20 1 7 8 1 20 i�iwnn��z��Q� lii �!:�z�zQo�nn I'll �11_1�11111 ........ 600 RECEPT KITCHENETTE ; I � 1� ��z�z�z�z �,� :����I�z 660 JLLL�,�� I �1�11 z�z� 20 1 1 9 I I � �=��� � � � � � - - rPOLE CLOTHES WASHER 1000 ............. ...... � 20 1 1 9 10 2 1 30 2500 1�i�iiiiil!;Iljljji!!! ............... ...... �ZM�=Miffl' � ��, 6TEETi5iRif 2500 " CLOTHES DRYER 7TT7777r7m, �, . ... . . ., 0- m, ,&: -11 Q , ,,R�9 - - x SPACE 'a, --1-111111 I 1 _ _ - 1 1 12 - TOTALS I 3020 1 2200 4656 5076 TOTALS I CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA AMPS LOAD DESCRIPTION CONNECTED DEMAND I CODE MIN. (VA) LIGHTS 1,060 1.25 1,325 RECEPTACLES 3,940 10KVA + 50% REST 3,940 MOTORS 0 1.25 x LARGEST - SUM OF REST 0 AIR CONDITIONING 1 3,952 1.00 3,952 SPACE HEATING I - 0 1 0.00 0 I 20 20 - SIZING LOAD: 15,217 I 1 SIZING LOAD (AMPS): 73 CONNECTED PHASE LOADS PH. VA AMPS A 7,676 64.0 B 7,276 60.6 LIGHTS 14,952 71.9 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE" DISTANCE. *BREAKER SHALL BE ARC -FAULT PROTECTED. LOAD CENTER SCHEDULE PANELBOARD SIZING LOAD VA I AMPS LOAD DESCRIPTION CONNECTED DEMAND I - CODE MIN. (VA) LIGHTS PANEL DESIGNATION: LCA4 1.25 1,443 RECEPTACLES 4,840 MAIN LUG AMPS: 100 AIC RATING: 10,000 0 1.25xLARGEST+ SUMOFREST 0 AIR CONDITIONING * �_ 1.00 I MAIN BREAKER: VOLTAGE: M.L.O. 2081120 I 0 MOUNTING: RECESSED 0 . 20 20 SIZING LOAD: :) I 1 SIZING LOAD (AMPS): 89 LOCATION: UNITE LTSIRECEPT. - UNIT 194 BATH 5 6 E221 �kM ,Hll , 11 �� � ��Ii �, 0 �z��%zE���,, �i 1�1:��' 1 20 �-,�,�EzQ���� �;�;���H'�=��� 480 �z� L) 0� L) LTSIRECEPT UNIT 193 BATH PHASE/WIRE: 10, 2W 1 PHASE C/B I C/B 1 PHASE � � �`�""�� z�,��%,;�;�;��� �]�i!i�!;iii�!!�141 1 910 z�111 I "I'l""I'll�.11,111,111,111,111I �44411i!;�i;i LTSIRECEPT UNIT 190 BED DESCRIPTION - ; I � 1� ��z�z�z�z �,� :����I�z 660 JLLL�,�� I �1�11 z�z� 20 1 1 9 DESCRIPTION - - rPOLE I TRIP I A _ B � A B TRIP POLE I I LTSIRECEPT UNIT 189 BED LTSIRECEPT UNIT 189 BATH - ���' � ��,�:� 3 �,�', �'�, " ,,�,� � � �1�z, �z. �z� :�� �,�i� lliil`z�z�z� ',�` � ... �z; 4] 660 , 910 �!!�i!,!������ii;��l,',��;i�!liii;i;�ii;�iii �m��,!�!� �?��z�,zg�� M11 , " . . . . ..................... ... .. , I LTSIRECEPT. BATHROOM 910 2 1�1� ��Aksll -11, '! 20 1 1 2 2 35 3120 777 ... .......... 3�3�;� � ;i�i�:i��i��� 3120 PACKAGED AIC UNIT PHP -4 ��k� � �; �!��Q� L TSIRECEPT BEDROOM AREA * =Miii���Wl�t�Q; 1200 20 1 % - 3 4 ... �,�z�z�'�� zl�lz�z�znz�z �,-_ L TSIRECEPT. LIVING AREA * 840 �z�� �`k_`,;,"',,' 11 zz�z�z�z�'� -- -1 � , - 20 1 5 6 1 20 ' 180 I - � �P, '_�� �11 � � �10 ....... .. �9=�M �1111111111 ;�;�Q;.;,M,,�.� ,,,, RECEPT KITCHENETTE LTSIRECEPT. OFFICE AREA * �j��iNNIN!i!!840 E RMW 20 1 7 8 1 20 i111111111111111j�j��I� � 1 600 RECEPT KITCHENETTE LTSIRECEPT. DINING AREA * 424 20 1 20 - 20 1 1 1 201 00 ���0����� ��Q� !����,�z 11.1-11111-111. � ..... I MICROWAVE NMNI i" 1'1��,��� CLOTHES WASHER !�111111 1000 " "', � ............... 20 1 1 1 12 2 30 � 1 �;'��iozz��z� � lz�z� � I �� cz�:�:� I _�:Q��L!;!,�, � 2 2500 CLOTHES DRYER - SPACE . I = - 1 - - 13 14 222M��n!�� )�Q��Q�,� " � 2500 �n������� ... ... L_ TOTALS 1 2174 1 3040 1 910 LTSIRECEPT. - UNIT 186 BA TH LTSIRECEPT UNIT 185 COMMON ,��, � ... ��z�z��z �z���z�z���� 480 ;��_, ���� � '_ ��;�Q;�Q;�,�_�� �z�z�zrz� ' . LTSIRECEPT UNIT 172 BED LTSIRECEPT UNIT 170 BED - LTSIRECEPT. - UNIT 170 BATH - - 6800 6220 TOTALS I CONNECTED PHASE LOADS PANELBOARD SIZING LOAD VA I AMPS LOAD DESCRIPTION CONNECTED DEMAND I - CODE MIN. (VA) LIGHTS 1,154 1.25 1,443 RECEPTACLES 4,840 10KVA + 50% REST 4,840 MOTORS 0 1.25xLARGEST+ SUMOFREST 0 AIR CONDITIONING 6,240 1.00 I 6,240 SPACE HEATING I 0 1 0.00 0 . 20 20 SIZING LOAD: 18,623 I 1 SIZING LOAD (AMPS): 89 CONNECTED PHASE LOADS PH. VA I AMPS A 6,974 74.8 B 9,260 77.2 TTL. 18,234 87.7 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE" DISTANCE. *BREAKER SHALL BE ARC -FAULT PROTECTED. �& TWO -SECTION PANELBOARD SCHEDULE - PANELBOARD SIZING LOAD VA . PANEL DESIGNATION: M C 1 DEMAND MOUNTING: SURFACE LOCATION: ELECTRICAL C164 I U �_ 5 0 0� MAIN LUG AMPS: 400AIC MAIN BREAKER: 250 VOLTAGE: 2081120 PHASE/WIRE: 30,4W - LTSIRECEPT UNIT 181 BED LTSIRECEPT UNIT 181 BATH RATING: 10,000 MOUNTING: SURFACE LOCATION: ELECTRICAL C164 I DESCRIPTION PHASE CB I B C TRIP POLE - A I C/B PHASE ____�f [POLE I TRIP A B C DESCRIPTION LTSIRECEPTUNIT 193 BED ,ff � �:�Q�� �` "' 660 � � ��%�r�'�!'�����'�� I;ii�l��illi!�iiii�i�E�'i 20 , 1 1 2 1 20 7777777 �=M=��,�,Vll 660 �r���,��,,��,��,�:���;,���,� 1-1111 I "I'll, I ��,�A�i��1,111,12 ,,���������z������z�z%;���;�;����������;��� LTSIRECEPT UNIT 194 BED BATH LTSIRECEPT UNIT 193 BA LTSIRECEPTUNIT 193 COMMON . �� :� �i��Ni��i�i� � " , 1111 1,_,,1,,,,,1`i,,,,1 910 1� � " �, I'll, I , I �� �� �11 , , ,: �:�� �� � I I 1 n�,�3��,ffM�,M� � n � �", , � 4 �,,,,� � � �1� �4�0�NZ,� � ,5'1-1 80 , �Nl , � � I 1-11111111 1,1111, 20 20 1 1 3 4 1 0 20 � .... I ..... I ... ... ... � ;�;�;�;�;���i ��4�� ;��!� 910 ` ....... ;; � �z�M;��z �:�i��� z ��z;� � LTSIRECEPT. - UNIT 194 BATH 5 6 E221 �kM ,Hll , 11 �� � ��Ii �, 0 �z��%zE���,, �i 1�1:��' 1 20 �-,�,�EzQ���� �;�;���H'�=��� 480 �z� LTSIRECEPTUNIT 194 LIVING LTSIRECEPT UNIT 193 BATH ,,,,,,,,, zllll��zz;�. ���;';�;�� 910�;�;�;�;� " 11-1-11111 "I 1111111-1111111 20 1 7 8 1 20 20 � � �`�""�� z�,��%,;�;�;��� �]�i!i�!;iii�!!�141 1 910 z�111 I "I'l""I'll�.11,111,111,111,111I �44411i!;�i;i LTSIRECEPT UNIT 190 BED LTSIRECEPT UNIT 193 BED ; I � 1� ��z�z�z�z �,� :����I�z 660 JLLL�,�� I �1�11 z�z� 20 1 1 9 1101 1 __ 20 ,� ................... 1=��=�=M� ��=�=�MMI 660 ,,,,, 7 ,77777i LTSIRECEPT: UNIT 190 BATH LTSIRECEPT UNIT 189 BED LTSIRECEPT UNIT 189 BATH - ���' � ��,�:� 3 �,�', �'�, " ,,�,� � � �1�z, �z. �z� :�� �,�i� lliil`z�z�z� ',�` � ... �z; 4] 660 , 910 �!!�i!,!������ii;��l,',��;i�!liii;i;�ii;�iii �m��,!�!� �?��z�,zg�� M11 , " . . . . ..................... 20 20 1 1 11112 20 1 20 1-1 ,Z,� ,1�3�� 1'111'111,"`�i�11'�i�3�.�� �����,,�;�� 660 `,�M���.11 1_=����;�;�; 11 � I 11 LTSIRECEPT UNIT 190 COMMON 13 14 �i',� - ��,,AU�W�n�;� ,�i� n 0��i�,��VR,,�,, , � � ,� ...... ..... I 1 20 910 � 1, ,,,, ..... I'll, ", � � �; � � � I - � � � �� � � � L' TSIRECEPT UNIT 190 BATH -U LTSIRECEPT. NIT 189 COMMON i I , ��n�M� � � � �!�,� 111111-11 � � � s�= M� �� M� �� W � z ` 480 llgw�,� � I'll P � i� , � "I"'1111-111- T,i�� 20 1 15 16 1 20 � � z � �,�i �� �,� ��,� � ;��;�� � ��z z,� _;��� 480 k "I, I 1;k� 11 k -1 -1111-11 I - � �P, '_�� �11 � � �10 ....... .. �9=�M �1111111111 ;�;�Q;.;,M,,�.� ,,,, TSIRECEPT UNIT 190 BED LTSIRECEPT UNIT 189 BATH �1,1'111111_1111 - I , 11 11 1111�1,_ "n � � � ��!��!!�RER� � 1� 910 O "-11111,, I ... � "-�,� ��, 20 1 17 18 1 20 �z�,�z� z 1�;�;n �Q�z��%��� � i�����:�����������!� ��,��nn��,��,� "11 ................ �;�;�;3!�!�;w 910 LTSIRECEPT UNIT 186 BED LTSIRECEPTUNIT 169 BED LTSIRECEPT UNIT 165 BED ffi,,,,,� lz3�;`� M M, �� ", ��;�; I " "";zi,,-,,,'! 60 �i"�k,��"',�",�!� IRE 6 �,�;� 1�1 `� ..��, � I�Ml= 11'11`1' !��Z6�� : �, � � � M 11� �,:��` �11���1�� I'll �4�� �`��z� 660 � ' !z -11 �� �'� 111111114- k "I 20 - 20 1 1 19 201 1 20 1 -11111111111.1 I'll, `�z��`�"`�t� z�z�zlz�` � �Z�zz�� 660 , 1111-1111-111111111 ��"��`��;� �QQ��Q��,�,��z�zQ L TSIRECEPT UNIT 186 BATH 21 22 � �zl "I'll I 4��,z�z� �z�z�z� z : � � il ii�� 660 i � ��M � � � 1 20 1i j�1�11�111jll�jjl�� I ... � IiNli,NP I � LTSIRECEPT UNIT 186 COMMON L TSIRECEPT UNIT 185 BATH �� I'll, 1i; ��z��3� : ;�� 1 zj.%�;� �111i��!i��:i:��!] � �� i�� � ��z�' ����M 910 � � ... 20 1 23 24 1 20 -11 10MMIMM �,�nnZn�n��,� 910 LTSIRECEPT. - UNIT 186 BA TH LTSIRECEPT UNIT 185 COMMON ,��, � ... ��z�z��z �z���z�z���� 480 ;��_, ���� � '_ ��;�Q;�Q;�,�_�� �z�z�zrz� ' 20 LTSIRECEPT UNIT 172 BED LTSIRECEPT UNIT 170 BED - LTSIRECEPT. - UNIT 170 BATH - ,z3,,,,�;� 1 �,���� - . LL2L � � � � !,,,�4,"�,,"'�4��4%,%",�,"�,,��R 660 ... �, ,�,,�M��� ���""3�3 3 � 3�� � 780 ��,,%,�4,�4""","",����������",����,� 'fil"'1114" , I. - 1131�131 1�1; ;:�i�Y z�z�z�zj ;,��,��, �� �; � �,� z�zzz� z�z,z��� 910 ?, Mz I 20 2 0 20 1 20 480 i� i to� �� �� � " " �� � %� �� % �� �'�i 1�� i�gi��g 4�� �� �� -1111 11,411,411, 11.1- 2055,65H, -11.1111 111111-4- , � LTSIRECEPT UNIT 186 BED LTSIRECEPT UNIT 185 BATH - 1 ��n�M�W�� .1 �.�Qt�QQ��Q� �!�!���!:i 910 ' 20 1 27 28 1 20 ,=��,��;��, 1��k� I'll, - 910 , ,���4� �A "'� � 11-1 111N,= 11.--1---- ;,,�,_-,=M== �Z������� 111-1111111111 LTSIRECEPT UNIT 182 BED LTSIRECEPT UNIT 185 BED LTSIRECEPT UNIT 169 BED � �;Ti!!K�Nii! 660 --1, tt �IHWI11'111_ ���i���`, 11 6 �: 780 2M 6r�����,,�,�r� 20 20 1 1 1 291 30 1 20 � �11 5 i i � q � � �� � �� , JM� � I � � � � ,�� , '� �� � i 1,1Mp � �� � �, I N� � jij�!�! 1�1 660 . . LTSIRECEPT UNIT 162 BATH 31 32 ,,��!��z6 111,� �� Z4��,_',�4� z�� - �� 4�1��iii M �� ,T�MVI1111111111 1 20 780 [� z � ���Q L ECEPT UNIT 182 COMMON LTSIRECEPT UNIT 169 BATH 77 7; t7z-�775�i�5�5�� M��,,,_�,N-111 ... -4 -i�l�:i!�,!�]:�i���I,:� 910 `���" . �1114=11 ,�NPRN�iWN�qj , 20 - 1 - 33 34 1 20 '�z��,�il��b� 910 �� M�z�z I 11!��] � 3 lz� U��Pl �,:� �;�;� � � � 1 LTSIRECEPT UNIT 182 BATH LTStRECEPT UNIT 169 LIVING 111,111- I �,�,�,� � ,�, " , 771111111111 ii�!�i��04�ii�`, 660 1 ;�;�� ..... .. � ........ ��3��, �,� , , �,� M, 1113 1111111-111-4-1 20 1 35 36 1 20 0 L2' � ... o� 1; n�� ij���� I �� N�� ,401'IiIA ' ... "I'll - .............. _ 660 LTSIRECEPT UNIT 182 BED LTSIRECEPT UNIT 167 LIVING ,A'�W'1111111111 � � ��3�A�%�;�;�; 780 J;�1�1�1�1j��I��I�� N � 14 I �!i ���:�i��� 20 _ . - 3660 1 3420 1 3620 . TOTALS 1 0 20 1111�1�%���,� ���Q��o;��,��ii 780 ��,�4�jw��=� ��N�Mw��!Ji, Wl 41MIMM"".11,Mt LTSIRECEPT UNIT 179 LIVING LTSIRECEPT. - UNIT 167 BED , --'I'll, I I I 1111111-1111 ..... 4 ....... 4 ... ��, zz�z�z�z�Oz� ,���3� 114 � �j����j 910 �%����j;ji��j�� � i � 20 I 1�'1,15`T�!i,� I'll I.- �`M�� _`� 2050 , 1i41.1_ NAAAwMwVil Q NWMMW� 'k �MI�0, � 'I z,z �,_,', �� " "' - -'i, "", I 1 20 26 ' 77 ' gio ---1-11---- �_ " ,� .... _ - i ,,� .......... - "t 'm ... i ...... 777TwT5 = LTSIRECEPT UNIT 179 BED LTSIRECEPT. UNIT - U �i,�1%1�1�lzl� .... ���nn:� ���, �� I I �,Y���% ��`�� 660 20 1 1 141 - r42 1 20 ����� ......... 7! ... I N ,"' """I'," - "I'll, � 212 � """ 111'1�1 PME� � ft� � � � ��L��'���W � �.,.,,,,, .�4 111111",-I'A � 660 - LTSIRECEPT. - UNIT 179 BATH - TOTALS 5180 . 5440 . 4940 - - SPACE UNIT 181 1450 41� 1�181848, � M�, �;i � �� 4 5 � I LaLi�� [ 5180 , 5440 1 494=0 TOTALS SECOND SECTION: M C 1 - PANELBOARD SIZING LOAD VA * !Z Z) L) w 5 MAIN LUG AMPS: 400 MAIN BREAKER: - VOLTAGE: 2081120 PHASE/WIRE: 30,4W DEMAND MOUNTING: SURFACE LOCATION: ELECTRICAL C164 - DESCRIPTION PHASE C/B A B C TRIP POLE C/B PHASE POLE I TRIP A B C I DESCRIPTION - LTSIRECEPT UNIT 181 BED LTSIRECEPT UNIT 181 BATH i 660 z � !,� !,� � ... � �: .. ... I'll, "I'll �z��!� :� , �111111 11-11.11 I �z'1111.111.1111.11 Hz���,� ����W��!m 910 �ii��iiii;iii4li;i; .... 11 ......... � ..... 'I'll 20 20 10KVA + 50% REST 19,040 MOTORS 20 _=!z � .................... � 900 �z�iiiiiiiiiiii!iiii� z " I, RECEPT STAIRS, CORRIDOR 0 7� 111111111111111111�� 1-111111111-1111111 I I"', ..... .... 20 e,,,,- ��,�, 900 ��R��M�M'�i�i �,_ 11-11,11-1 �� 1.1-1-1111111"',- RECEPT CORRIDOR - UNIT 181 C LTSIRECEPT. COMMON i�i�!�ffD�!�;iiii ilii!§Kff�!! � i ��i��,,�, 480 ,,,,, , " b1z: I 20 0 0 1.25 20 � 11��:��� �z� ��1111111_11:M� �, ��,��,��� 540 """',"', .... ...... _, RECEPT MC LIVING LTSIRECEPT. - UNIT 181 BATH I Z�� ',_ RM�i�� � i � 1; �� I 1-1-1-111-1 iiil� 910 , """I'll- -1-1111-111-11111 . ,,,===M� 20 1 49 50 1 20 �', '1"M"4g!��,� 540 ,,Riii�ii���i� �11, , ,�!�i 1 w�4�4aw4 RECEPT MC LIVING LTSIRECEPT. - UNIT 181 BED = � 11�MlM,"��� � � Z �� i1i 660 J K, �1'U'1'f"1'1'1:�1:'1, � _11.i " .,� � 1, 20 1 51 . 53 52 54 . 1 1 20 20 �11 �M=� i��"z'��'�'�'�'�;"��"�'��"��'�'� 900 ��;�", � � �", ��i i 4�,,,,��,,�,,�,,,= �4 Q�,���z;��,�� � ��M56N,,i-i4 z�z�Ni���z� .. . . .. ........... � �' �� ��;�1�1�1�� i � 1�1 I �z�����I,:j�540 ,�� � �111�1��� �:�� I I ,1111 , RECEPT OFFICE C166 RECEPT. SOILED, ELEC 1-111111 , - 1111�1� 1 _�R,,�� -,`i1P�:!�,,' �`,��g � 11 I I'll, I'll ", LTSIRECEPT UNIT 171 BED �I'� �, ��" � 660 20 1,��,%!,��,���,,�,��������������,���4 . LTSIRECEPT UNIT 171 BATH N ��, � �1�1� � ,,, 910 �14� � � � � � �� ffl�,�� �' � � �,�1�� = 11 --1-111 20 1 55 56 1 20 �z i��!��,M��m=�, �z ���%' 14-411= ��3�31,�_�t 1, �,; ... �wmM�;�� 540 �� z� �111 I , 1111;�;�Q;�;�;�3�� �1111.1111,11111 ,1411414111111� RECEPT MC PARLOR LTSIRECEPT UNIT 171 COMMON � � : i��ii����J� 480 �����!�j�� � 20 RECEPT. KITCHEN �, :��,��z�z�,��HM] SPACE z, 1'11�z�W�,��, - l 20 1 20 20 �iz4;��;��'��� �� ,� , � 1�, .... � �0� ;�;��v �� `���;�!� � �,� ;""""""""' 720 11111�1111z;� 111�01�, . �L� �����Q�z� n��4;�� 4%11111�� -114-1-1 ... 11111111111111-1111 ""I'l-4--.1 M 540 �n U, � ��M�W q����VA ,��,�1111111 1111111Q �m RECEPT MC PA RLOR RECEPT. GARDEN ROOM LTSIRECEPT UNIT 171 BATH LTSIRECEPT UNIT 171 BED !�� i 11 n'l :,�Y�4�� ....... ��;�;�� �;����� ...... I'll, �� 1�1,�,�� ����z� �z��� 910 ��i�iyz,zz�zizz� z�111�,,� '� 1, I 111111-1 �;�%�;z;�QQ�'� %,�z�z�zl�%� ��,� LLL ................ ... 660 1:��Z�Iz�'Q"��� 1.1-11111.111 1 - - 20 20 1 61162 I I 1 20 540 �ii��M991�!!! iipglll�li!�!iii ��,����M� RECEPT GARDEN ROOM LTSIRECEPT UNIT 172 BED "'I'll,'NlihUff&�wm �,��z�,�,��,�y�� �,�, ,� 660 z I j!!j�111�1111��j� 20 1 63 64 1 20 iV��M� 360 �ft ............ � . ... ... �� RECEPT: TOILET, BATHING LTSIRECEPT. - UNIT 172 BATH - � � ��� i��,,� i��i� �!��i!�5!�!��i� � �11� Ql�,�,�, ��1�1�1�� ,� � .............. V10 ,� ,`� � U��I�i o4�5,�', , , , 20 1! 1!!!!! �! �!! I ' I ' I ' 1 7�" "' 1 20 !, 0 - 777777,r= ,� E!� , 1000 Vmmii,Riiii� �i�����M:� WHIRLPOOL TUB LTSIRECEPT UNIT 172 COMMON ����i�i�,����!���!�!�:�!�!;,!��i�t�����i��: I � I 480 ��,� �, � � � � �� � � � m�� �e I 20 � 1450 �ggn PACKAGED AIC UNIT PHP -1 UNIT 189 "M ... 2_ ... ��IzIMI�11� � ,��,�� ,� 11111111-1-1 11111-11-411111.1. ___ki4ik�4i4 , - . !kl 20 -1 lli!1111�!ii� �!j�lj!!��Ijljjjljl 1450 1 20 , ........ .......... � ......... ��,p�����������l�����,�,�������,�,��� I ....... .... I I -1 I ... 1-1,1-111 ... , � 540 1 "I'll, --.----1---- �,�. RECEPT - MC DINING LTSIRECEPT UNIT 172 BATH � �Z! ��,,z �� lz� _ 9 �11,�'555��,,`��i�i � I -111 �=��.W� 10 � �t�� , I "I','", � � i���l"--�""I"'-,",�ll"����"I'��� IM 4 u 1 69 70 1 20 ,'��4111111`111=��:�.M � �M�-,��'111�11�m i �' 540 I I " 1 . � f1111111111 01! RECEPT MC DINING LTSIRECEPT UNIT 172 BED LTSIRECEPT UNIT 170 BED - LTSIRECEPT. - UNIT 170 BATH - ,z3,,,,�;� 1 �,���� - . LL2L � � � � !,,,�4,"�,,"'�4��4%,%",�,"�,,��R 660 ... �, ,�,,�M��� ���""3�3 3 � 3�� � 780 ��,,%,�4,�4""","",����������",����,� 'fil"'1114" , I. - 1131�131 1�1; ;:�i�Y z�z�z�zj ;,��,��, �� �; � �,� z�zzz� z�z,z��� 910 ?, Mz I 20 2 0 20 1 1 1 71 73 75 72 74 76 1 1 1 - - 20 !��,18��ig��!�t`�',� ��ii�; �; �! � � � � � � i! � i � 1000 ML '11 .... 111111111-1 '111��'�'4�%���� "I�����Z'����;�;�;�;,�����t������������� 600 � I �g., ... � ... ... ..... 1-1 11 M, I I I I I I I I—_ ffl�W� W 1111111111�;�;�� � � g � ...... � ," �,� ��;�;�;�;� , �;�;�;�; �� � � N ly �,��;�;�Q__ - g �,�, �� �� ��� ... 1,141,1414, 1 � I ... I " �� . I " L TS: L TS: SPARE LIVING LTSIRECEPT UNIT 170 L �',,� � �:,���z�z�z ��z,: ����� � n�,��� ',��I�z�z �z%_ 11 �:_ � 660 11 ... 11,41`1 20 1 77 78 1 20 ;�Q�z�z�,�� � X�i il�o_ �� ��` � , 111111.11111-111111 41" I—- I , I 1� ,� 11-1111111.111 1141��14��, � SPARE LTSIRECEPT UNIT 168 LIVING - ,:����,��M��� 780 i��!I;!i!!!;!ii!i�i -,-- _� � �4�Mi�� �����W�!�Ii� ' 20 1 179180 . z �Ii 0�z��z.4 1450 ijliill'�Ii� '' I ,� �� -1 , Nl"` I— 1- 1 20 I "I 1-11-11111. - �.�,�� � ��""Qm� ,�,����VQ� ,,��!�,��g��g� SPARE LTSIRECEPT. UNIT 168 BED 7717 , � ,��,� 1111�1��iii�iili4 910 !!!!��!!��Z���� ..... I ��n ��� I 11111-1111111 , z ..... I 20 1 181182 PACKAGED AIC UNIT PHP -2 UNIT 185 1 20 �M�i� � � ��z��%111111111 �z E�1��, �;���; ��z �, �`� _,z IN - ��zl��_:�� "I 1,1, 11 I "I'll 11 z ,� SPA RE LTSIRECEPT UNIT 168 BATH � � �� ........ ... .. " z z z � r � � � � � H � � � � � t, � ��Z�M',ffi =,U��=, ` ��ffl� 660 I=, . ....... 1,111- � . . �0_ 1 183184 �4RiliRO, iiiiruwil '11 1 .......... _ , .11 �j " 1 20 " ...... .. "I"'I"'11--l", ��Oi�W�� , " � i i � i i � � � ,Mz � � � � t � � iiiz�z�z,�,�,�.Z�� & : - � �11� MMI, M SPARE TOTALS 5440 1 4940 1 I UNIT 171 I �11 0 o 25 _ . - 3660 1 3420 1 3620 . TOTALS CONNECTED PHASE LOADS - PANELBOARD SIZING LOAD VA LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 18,600 1.25 23,250 RECEPTACLES 28,080 10KVA + 50% REST 19,040 MOTORS 0 1,25 x LARGEST + SUM OF REST - 0 AIR CONDITIONING 0 1.00 0 SPACE HEATING 0 0.00 0 CONTINUOUS 0 1.25 0 NON -CONTINUOUS I 1,000 I 1.00 0 PHASE C/B C/B PHASE SIZING LOAD: 43,290 I :��20 9 SIZING LOAD (AMPS): 1 120 CONNECTED PHASE LOADS PHASE VA AMPS A 19,200 159.9 B 19,740 164.4 I C 18,440 153.6 1 TOTALS I 57,380 1 159.3 I REMARKS: 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. El BREAKER IS TO BE GFCI-PROTECTED. LOAD CENTER SCHEDULE PANELBOARD SIZING LOAD AMPS LOAD DESCRIPTION CONNECTED DEMAND PANEL DESIGNATION: LCA5 LIGHTS 1,060 1.25 1,325 MAIN LUG AMPS: 100 AIC RATING: 10,000 -* 2,220 MOTORS !Z 1.25xLARGEST+ SUMOFREST MAIN BREAKER: M.L.O. VOLTAGE: 2081120 AIR CONDITIONING MOUNTING: RECESSED 1 1.00 4,077 SPACE HEATING Z) 1 0.00 0 A 1 8 LOCATION: UNITD.1 SIZING LOAD: 8,622 U of 0 q 1-11`1111 1" 1�;�;�%�;�3�;�3�3� �;�3�;�;�;�;�;z�z�z�z 1450 i��13��z%Vz%z;z�� ��=z .............. . ....... PHASE/WIRE: 10, 2W 41 PHASE C/B C/B PHASE - PACKA GED AIC UNIT PHP -2 DESCRIPTION I I :��20 9 2 1 1 30i_�,'� DESCRIPTION A- B TRIP I POLE I - rPOLE I TRIP I A B ��� =1�11 �T`,`.!!�ii��;�! 2050 M�` �' = 'i 1� -11 �; - _ _ _� - ' ` 910 7,,7,7,,, -� LTSIRECEPT BATHROOM ,�;';�,���;�,,"'�,��,",'��,,'��"',"��,,�� 1;1;11Y,," - 20 1 1 2 2 2038 ,����n��n� 1,1,1,14 11= �, 20 , % 1. 11 I ....... ...... n����n��N�; 2038 �t�t�t�t���Q�n��n 1-1 .... 1-11 ....... PACKAGED AIC UNIT PHP -1 - - LTSIRECEPT BEDROOM AREA' !'� �' Z '� !'�:�:� �� !'� �' �'n �� �111 '11111, 1020 20 1 �z��,zt:Q�,'��, - 3 4 �:n��i ��:����!,� LTSIRECEPT ENTRY AREA * M . I 1, cl �, W 20 1 5 6 1 1,141"'I'l-1-1-111111 �: �,��IQ5 � = �, I ��,�Q;�� = 20 I 600 �,���;�M�.,R � I I " - RECEPT. KITCHEN �, :��,��z�z�,��HM] SPACE z, 1'11�z�W�,��, - l 20 1 7 8 1 iiiq,E SEI i""'z ... � qz 20 1 !� � , �1000 _�H� �� 11i _�,�N�Mm 'I'li MICROWAVE li�z�z�'_�:Mz�; SPACE - 1�%����� �� I�W� [ � � � , �ll - I I 9 110 I I �,��� � . 4��,A 11_:�I�z;�3�� 11 ,,, . ,� ,1-1 1 20 180 :��,'��;�; �� �; � � �, M4 RECEPT. KITCHEN 11 � �,���iiiRil SPACE - �!�� - 1 1111121 1 - 1", - iigmgg �mj;!�, . I SPACE TOTALS 0 1 - �MM���M� � I - =1.1,11 � '1i ,� 1450 UNIT 190 11 12 - 2818 1 3038 - TOTALS CONNECTED PHASE LOADS PANELBOARD SIZING LOAD AMPS LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 1,060 1.25 1,325 RECEPTACLES 2,220 10KV4 + 50% REST 2,220 MOTORS 0 1.25xLARGEST+ SUMOFREST 0 AIR CONDITIONING 4,077 1 1.00 4,077 SPACE HEATING I 0 1 0.00 0 A 1 8 I SIZING LOAD: 8,622 . q 1-11`1111 1" 1�;�;�%�;�3�;�3�3� �;�3�;�;�;�;�;z�z�z�z 1450 i��13��z%Vz%z;z�� ��=z .............. . ....... SIZING LOAD (AMPS): 41 CONNECTED PHASE LOADS PH. AMPS A -VA 4,298 35.8 B 4,058 33.8 1 TTL. 8,357 40.2 REMARKS: 1. CUTLER HAMMER "CH" LOAD CENTER OR EQUAL. 2. AIC RATING IS FOR "WORST-CASE" DISTANCE * BREAKER SHALL BE ARC -FAULT PROTECTED. El 24 TWO -SECTION PANELBOARD SCHEDULE PANEL DESIGNATION:MC2 I I G-A-MRS7400 MAIN LU 1 AIC RATING: 10,000 * 4t t:: MAIN BREAKER: 40 VOLTAGE: 208114'0 MOUNTING: SURFACE :) :) LOCATION: ELECTRICAL C164 LOCATION: ELECTRICAL C164 0 Of L) PHASE/WIRE: 30,4W PHASE PHASE C/B C/B PHASE I DESCRIPTION 0 DESCRIPTION A B C TRIP POLE POLE I TRIP A I B C A 1 8 I I - PACKAGED AIC UNIT PHP -1 ... -1 ...... i - "I'l ... 11-1-1-- �I�ff�=��M,�� � .................. 1450 �������������������k������n���E�� � ......... I q 1-11`1111 1" 1�;�;�%�;�3�;�3�3� �;�3�;�;�;�;�;z�z�z�z 1450 i��13��z%Vz%z;z�� ��=z .............. . ....... 1 2 1 I - 43 44 ! , - :;i;!;i;��!i�!�glj gr -,,,'g�, � .. . ... %z%� z� � t� 229_05= �d 2050 ,��gs' - PACKA GED AIC UNIT PHP -2 � 11,14,1_�'11 "'i , � �'Y'�,�."4,�-�', :� I 'a 1 2500 ffilil,12r I I " - " I :��20 9 2 1 1 30i_�,'� 2 2 3 4 I J UNIT 193 i �E 1 !IpiE� � �� 1450 � 111 " "' I � I - I ��� =1�11 �T`,`.!!�ii��;�! 2050 M�` �' = 'i 1� -11 �; UNIT 194 PACKAGED AIC UNIT PHP -1 �... _' t-, MRM, 17 1450 I I =1111111.11,111.1 717 I I I - M"�' 7 �`11, -.- 5 4 6 - 1 ----I- I PACKAGED AIC UNIT PHP -1 ' �� M] 1450 PACKAGED AIC UNIT PHP -1 UNIT 193 I . 20 �������.,"-�,�����,�.'����",;""t,-,��3��� 1450 1411�=11�111x=� . .. �=�;� ['11 2 2 1 1 n 2� , , __- � I , � ,�,� -7, ,j� I I n , 1, � 14 -1 UNIT 190 T - �7 8 2 .11`�1111�11111� ',�� .. . .. -- 49 50 1 -- ;- n 'qg,g qiq ,_ , , 1�, 360 �N!! I _ � -A � � .1� .150 , , PACKAGED AIC UNIT PHP -1 ,�,�z 05Z1 , M��=V: I � �,,M=� � �M',z�=�W: 1 1�1=M��U 1-111,11111111111111 1450 R ,� 9 10 I; , ,3 : I '� . 1--", 1450 1�,, , �� I I 311 1 "I PACKAGED AIC UNIT PHP -1 UNIT 189 ,, 20 1450 M! 2 2 20 �MM���M� � I - =1.1,11 � '1i ,� 1450 UNIT 190 11 12 3���A�=;��:I,e� 43�4�'��;��, ,� , NN i 0 ��, � -1 �il�il�w ti��' - '�`, �k � 1654 I t�� t Z�%� 1��N� ","'i 111 HOT FOOD WELL 1! 1!!!!! �! �!! I ' I ' I ' 1 7�" "' W Pim M 2 PACKAGED AIC UNIT PHP -1 ........... I � �� ; 1450 ;�8���0i��i� �8'1'� � i�� �� � ��� � 0�i� I , 13 14 UNIT 170 � 1450 �ggn PACKAGED AIC UNIT PHP -1 UNIT 189 "M ... 2_ ... ��IzIMI�11� � ,��,�� ,� 11111111-1-1 11111-11-411111.1. ___ki4ik�4i4 , - . !kl 20 -1 lli!1111�!ii� �!j�lj!!��Ijljjjljl 1450 1 2 s�l �!: 1111 � �i!�! t�%z� 1654 ! nP i! 't� i 7, ; . . . lz� 11 I , i�,E I i 2 20 ffiM,M-M44' � . UNIT 186 -- 15 16 .!i� -11 � I -, " -1. - � 1 � -, _. ... � 1450 1 i�;i ......... i ........ , igg -p�,-.�,!�g _ 4'.@ &400 , _ 1�1 �! - UNIT 168 =111111111111111 1111��Q�Ri�!�Iii 2050 ii�ii�V!M_�,:, ......... �,��', �� � �zi 1 � Z U,1111.1k�kR 1�i;1111111 1IN", I i, 11 � 3 , �!!i 2 PACKAGED AIC UNIT PHP -1 � --- I-,-- I I I I I I �Ili!1!1111t!! 1!i!�1111!1;1!1!1!!!1 145 iii�� - .... I ..... . .......... . 11-1111 0 ........... �!�� �1: - ��IiIW�T�`��i�!�i 7_1� z�mMikg,`qii�i� 5400 ,f- I 17 18 ' ' - 57 58 57 58 I I I PACKAGED AIC UNIT PHP -1 ...... , " ` IN, ��, � ,,, �,'�',,p,�".��,P��, � 1450 � t- - is� �Z- N,1.1111 � , � I - ,q PACKAGED AIC UNIT PHP -1 UNIT 185 ... z� -7 ... ........ - ....... 20 1450 � ........ .... I—- ��z���z�z zmz�z ��z��Ez�z_l ... 1-1 2 2 20 UNIT 186 19 20 2 "#7 , , .`f I .11 f� I - _�4_50_ !;T - "' I 11 I -11-11-1- ............. �� E�Q�zt��M'� - 50 119 . z �Ii 0�z��z.4 1450 ijliill'�Ii� '' I ,� �� -1 , Nl"` I— 1- PACKAGED AIC UNIT PHP -1 1 "4ii!i� � � � ��Iu `P,".`,R NIHI! 1450 5 R � � - 21122 - " -_ lel�_'1151',` X , , ` - I �c I 11 ", '-1 11, � I PACKAGED AIC UNIT PHP -2 UNIT 185 -1,111,111MM, M M "'I'l-111--11 I 11 .-MIRER 20 N��,�=M�,,�� M�k=M=Mu�� � � -1 .... 1-1 ... 1-1_1 � � � 1450 2 2 30 UNIT 182 -_ - 23T24 71111�T�2 �� ;�,, 2050 2 DISPOSAL �4RiliRO, iiiiruwil '11 1 .......... _ , .11 �j " 20 2 ---r- 65 66 ��`,,`��,,;z i� , 20 PACKAGED AIC UNIT PHP -1 � ........ ..... '� - - I�M =���===� ==�=�,,,,�� 1450 1111-1111.11-_ ______ -- UNIT 171 I �11 0 o 25 - , I �xe ", I 1 �11 2050 �1� - Ni" -_ - - PACKAGED A/C UNIT PHP -2 UNIT 181 MMM�ffi�WM �1111_11.11_111_ , 20 ,;";M,,=-�,,� _11�.1�1��, ... 1,,,�,�,,,, �W 1450 �,,, .... �11111111 2 2 0 4 , ��Q��g 9; � � � �-M� I " 0 � I'��, � � � 1- �i�,,�%N��� R�i!`, 11'!�N� UNIT 182 _� 27 fl28 I 1�'1,15`T�!i,� I'll I.- �`M�� _`� 2050 , 1i41.1_ NAAAwMwVil Q NWMMW� 'k �MI�0, � 'I z,z �,_,', �� " "' - -'i, "", I 11'10`i';,�"�3 , = �5� I � , .1"i" ... ;, ffiM:, PACKAGED AIC UNITPHP-1 � g, 111N,Nlzzz 1111-M, , � " �', 6 ' , �ii �� 101"', 1 1450 III, lil"�, N I - 29 ,3 �� - I . , - , , n ` , , 8' E-1 -_ I , � SPACE UNIT 169 � 101111, M I �� 111 ,�,� � 20 2 1 T, I - - SPACE UNIT 181 1450 41� 1�181848, � M�, �;i � �� 4 5 � I LaLi�� 32 - PACKAGED AIC UNIT PHP -2 . - � V� I iA � - PACKAGED A/C UNIT P HP -2 X, I 4 N!�� ,11141,14 �R � 1,14111,1,1, Nl� ���zi�� 10X�4�;� ", , M-11 2050 z ;�� 20 � FREEZER � _ 'tR�' . , 11 ,q �i , ; , - M I �M I ; SPA CE UNIT 179 ... 1-1-1111 1111111111.11�� 11111�1��61'� ... "I"'111"'I"', I �� ��Q�;�;�;� � 3 30 I 2 -------- .1 �iu, !� - 912 - , � �.1'141, REFRIGERATOR � -- -�--�,�, � ,,��-,-��;!,,� � ". SPACE �; �;� ��6�;��ili� 2050 � , �� �i ��i��Nq � � . M �'!��M61� SPACE SPACE SPACE - �;iiii� -114111- 11141"'I"'141,11", , �'� ;��z�izi��ii6�z��C ig%���;�ij�� 75 76 1 20 RECEPT.' MC KITCHEN , fflli% _r �iRMR20� � 1`1 101.11'11� "",-I'Ad ,111,114��4� N��3W��;� 11,1-1 ... - �1111 I'll 111111-11111111 ,� - , - � , I'll "I'll P�111��11111� ,�i',] I I . - 111" M� g= R 'No,�11i, 2��k,-;IT`1 M= I . 'i I 1, ''k, M� 50 NMM.. - -_ -_ - SPACE z Q�N �z��;���'_ , 4�Q4,;�;,;,�z%,�z%,! ............... , , . . . . - ��;;11,111'1.1.111. - , �!�����,� 1 1 77 78 . I 20 ---n , � I , , �;�;�iz3���Ml 031�",11��:I,E' 16;� ,,,, aiiii � ._�`�11 ................ . MEMORY GARDEN LANDSCAPE _�" -, 20 1 , � ,,=g X , � KM � SPACE ........... � ... ... P�0�PJ�1111��� _ ... ___ . .................. �� ..... � ... _ - - iiii�id �%�%��Oz�z�zi�i�,�z ;�;� � 1 4 il 1 421 I 4 ' L-�7: �," " I �0 �,0,101!ffi, - �,� � " ; , 11 , � ��� 44" SPACE TOTALS, 8700 , 9300 9300 50 . 9050 1 6400 TOTALS = SECOND SECTION:MC2 PANELBOARD SIZING LOAD I I MAIN LUG AMPS: 400 LOAD DESCRIPTION * MAIN BREAKER: - VOLTAGE: 2081120 MOUNTING: SURFACE LIGHTS :) 1.25 LOCATION: ELECTRICAL C164 � I 0 PHASE -/WIRE: 30 4W - 10KVA + 50% REST PHASE CB / C/B I PH ASE -71 I DESCRIPTION 0 DESCRIPTION A B C TRIP I POLE POLE _ I TRIP A 1 8 26,627 I - PACKAGED AIC UNIT PHP -1 q 1-11`1111 1" 1�;�;�%�;�3�;�3�3� �;�3�;�;�;�;�;z�z�z�z 1450 i��13��z%Vz%z;z�� ��=z .............. . ....... 0.60 I - 43 44 SIZING LOAD: � 11,14,1_�'11 "'i , � �'Y'�,�."4,�-�', :� I 'a 1 2500 ffilil,12r I I " - " CLOTHES DRYER UNIT 172 ,414-1111111.1-1111; 7777= -1-11111111111111 �� 1450 ;I; � ��ii��;;� !,i��_�z�� 20 2 2 30 �� � 2500 N, I zI � 45 46 ,N��!Q0�!;!�! "'I"'I"'I'l ...... "I'll ................ ... 4 ......... " � � ig�W - , -�INUM�I�U� I �11 �111 � PACKAGED AIC UNIT PHP -1 � i "41."""�-1111"1""",�"I'�1.11,�I 11:�1�1�1�- �� � �, � ik; ,� z�z�z�z��%:�� 5 ��Q� ��n��:�z�z;z�z;�� 3 111.111.1-11- ... 20 ��!� ��P �� 5ES il� " OOU �n�z� �z " � I . , z�zfl � �� .1 1. _z� RN i, � WASHER CLOTH 20 2 1450 �QQ�z�zMz�z�z .... ... I'll, 111111-1111 -- 49 50 1 20 -- ;- n 'qg,g qiq ,_ , , 1�, 360 �N!! I _ � -A RECEPT LAUNDRY UNIT 172 UNIT ��j�i��Ii�i�j�� i , I Nlll�i��� , . T� I I_- I - PACKAGED AIC UNIT PHP -2 �;z i i����O��;�� � �1�1411111zl �.� ����,� 1W 4 lzll%��,�, 11111111��,Q��% .... �;�;�;�t�;z;zlz�� -, I 51 52 52 - NN i 0 ��, � -1 �il�il�w ti��' - '�`, �k � 1654 I t�� t Z�%� 1��N� ","'i 111 HOT FOOD WELL 1! 1!!!!! �! �!! I ' I ' I ' 1 7�" "' 30 2 2 20 0�i� I , 53 54 54 UNIT 170 QQTTQQ� � "� 2050 i;�!!;�;i;��i;ili; 11�1�11M,�W,� s�l �!: 1111 � �i!�! t�%z� 1654 ! nP i! 't� i 7, ; . . . lz� 11 I , i�,E I i - PACKAGED AIC UNIT PHP -2 �411 .�M 1,1,1,1,1,1,111"�,4''1'4',�;����z�z;:�, "I'll", ... k�����MN�;�� M��� ............ 2050 � 56 55 56 igg -p�,-.�,!�g _ 4'.@ &400 , _ 1�1 �! 1 DISHWASHER UNIT 168 =111111111111111 1111��Q�Ri�!�Iii 2050 ii�ii�V!M_�,:, ......... 30 2 2 I 60 �!�� �1: - ��IiIW�T�`��i�!�i 7_1� z�mMikg,`qii�i� 5400 ,f- I - 57 58 57 58 I I I PACKAGED AIC UNIT PHP -1 , ......... � ..... `i11111i!!�!i 1450 K;i4�!�iiMul 1H1!;i1111MM;M 59 60 W 1 4500 � � -:�,` �� �� M��'�il - I I ELECTRIC RANGE UNIT 171 20 2 2 50 4 . z �Ii 0�z��z.4 1450 ijliill'�Ii� '' -- 61 62 111� � q I � �Iiiliilllliilii� I I 11111141111K!!� � I I �, 8�3 - "I �,.F� � I I z, � PACKAGED AIC UNIT PHP -1 N�� � � - _7� i�� 1450 1� -1 � IEE �� 7, =�� � �iii� �� KF% �M=,MM 2 i I 63 64 1 20 i RR Mk R � ��� e I � � 1�� Ml�', , 1��Nl�lm � �� A q 1* � 1000 ��,L�" , 111 " , , I 1- DISPOSAL .......... _ , .11 �j " 20 2 ---r- 65 66 1 20 1-11-1-11111-1. ` "Iffli "g` i` ��, �i'b 360 - MC KITCHEN RECEPT. UNIT 171 � .......... .�MM�= .... I .. �X���=,,_,�'_-,,� � � 1450 - pa , R a � u � iii� ii �g � " ���z 'M RM11,51 " i�KtMZ! � 1% - � �'. " I .44 a ,,, - 2 I -,,,I 11,�� I ' - -1 ",", �N 360 ,%13511_4� 1'r 5" � 4- 14 �� , U'1i;"!1' F PACKAGED AIC UNIT I 1�'1,15`T�!i,� I'll I.- �`M�� _`� 2050 , 1i41.1_ NAAAwMwVil Q NWMMW� 'k 20 RECEPT - MC KITCHEN 30 2 11-7 p i !!i,M1'5R11 " ', � '��`, � i� ' 2050 _'��_�� T" -- 69 70 1 20 � �", 1608 i�!,�2"1111J�,",�' ,�'At-,��-", - - MICROWAVEIHOOD UNIT 169 " LaLi�� - PACKAGED AIC UNIT PHP -2 41, � - , 77771777 Q�;�;��MQQW M= 2050 71 72 1 20 . %%1vN,, - , � ... % �, 1000 N M""'S ��" FREEZER UNIT 167 _.--_,,m 41,4141, 111- �=NA ... 4_4 . .... . 4 ..... . . -4 - 1. ��111111.1 I.- 1111-1111111- 4, _ I 20 30 2 173 74 1 20 .1 �iu, !� - 912 - , � �.1'141, REFRIGERATOR 1 � , 50 i � �, 15 M I § 2'18l' il,,141, �,,pl, �, ", � il '111 1��!W�14i �� 11 LEE= I 1111-1.1-1,1_11" - I 11,1,ttl�t�M 'M I �� _ in , �� N tq m ��z � z �M %; �%, � '�@��M� " " � 811��=�n� 360 �� SPACE 71- --- l 1 ?10 ,� _ - �� �, -,"11,11, Z, � ��3�3���3z��;�;�: - - - 1 75 76 1 20 RECEPT.' MC KITCHEN ,111,114��4� N��3W��;� 11,1-1 ... - �1111 I'll 111111-11111111 ,� I I �, �� � ,, I _",�i!i t .! s. v� �W�11' ,��.111.!.. SPACE ,,,,, 1-11111111111- .... 111111-1-1-11111 I � I � � �M����!i��i� i�zz�� � � � � �,_, - _��B�2ffliR"', � - 1 77 78 1 20 ---n , � I , , �;�;�iz3���Ml 031�",11��:I,E' 16;� SPARE I - MEMORY GARDEN LANDSCAPE �M, � ........... -1 1,11,111, IMM N HWXAIVO�X�� � _�_ ... ___-, 500 li� � ��;; �11 ...... ��Mq 66M�,��X,��N .". 20 1 - 20 I'm Z.',� � ,�_.,�HWM �� - , '� _ , � z "10 , � � 51'�� 1, 11� .... � 0 . lldai� ,��,�L�,���l.'�,,���,,�i��i;��53� ,,�,i� SPARE MEMORY GARDEN LANDSCAPE % 11,111,11111, �i � �c�� �; 1`1z, _;�,�.z�z� 500 N� z�z���:;�%'%��,� %; ,�;z;z�z�z�z�z� ;�� 1 zu 1 81 82 1 20 ��!i��!!!��;�i�i�;� - �!��0i;_"��! � � ��,�,���,�� ;��'5M�,ii�%K�i I - 'i SPARE MEMORY GARDEN LANDSCAPE .- -1-1 1.11111-1-11111 z � �!�!i��!i;��i!!illi! ��;i��;!�jjl;�j�i 500 1 20 1 83 84 1 20 9�1��`� I �zt ��Q��Q,;�:�;�Z� "Ill.- " � . -N z��ZM5�1,ii� , Q;zl I'll ,�- 14032 12522 6514 I SPARE L -_ . TOTALS 9550 8950 1 [ TOTALS CONNEC PANELBOARD SIZING LOAD PHASE LOAD DESCRIPTION CONNECTED DEMAND CODE MIN. (VA) LIGHTS 0 1.25 0 RECEPTACLES 3,940 10KVA + 50% REST 3,940 MOTORS 0 1.25 x LARGEST+ SW OF REST 0 AIR CONDITIONING 0 1.00 0 I NON -CONTINUOUS 6,000 1.00 6,000 KITCHEN EQUIPMENT 26,627 0.65 17,308 RESIDENT UNIT LOADS 79,200 0.60 47,520 SIZING LOAD: 74,768 SIZING LOAD (AMPS): I 208 CONNEC TED PHASE LOADS PHASE VA AMPS A 42,182 351.3 B 40,422 336.6 C 33,164 276.2 1 TOTALS I 115,767 I 321.3 I REMARKS: 1. CUTLER HAMMER POW -R -LINE 1A OR EQUAL. LL 2 3 4 1 5 1 6 1 7 1 8 I q I 10 I 11 I 19 I 1R I 1A r -1r, I i r, 1 17 1 1aI 10 I ,)n I ,)I I ,),) IIIIIIIIIIIIIIIIIIIIIIIIIIIIII[V IP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII? IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IT, IL IK IG IF IE 1C - = Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden Architecture I Interior Design I Construction Management .- 817 Wyandotte I 1 I " � Kansas City, MO 64105 --'I'll, ... I ,Z,�M,,, - 'I'll ... 1,1, " , "" __, M � 816 421 8200 phone � � '111-1111 816 421 1262 fax 11 11 -1 � ; I N I design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p I 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p I 913.362,2609 f %�%%J11111111111 TH ..... . . .. 0. I -. . .. . . .. '. -_ .. % = . 6. E 1 1 200498 * 'z= I , * = .0 . 1. STATE OF ." . V-- A %..14 � 9,� - -../A(D I PAt - - ',A ,� /1 ........... 111 NAL %% % 11111110 i�e �\\ OVP ISSUED FOR: 100% Construction Documents 11 July 2013 2!2Addendum 1 23 Sept 2013 Drawn By DC Checked By DET - - Electrical - Panelboard Schedules 0 q1kA I 0 Project Number: 2013.000 @ Copyright 2013 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 LIGHT FIXTURE SCHEDULE 1 MARK MANUFACTURER MODEL - _ DESCRIPTION _ _ -- - LAMP TYPE VOLTAGE REMARKS A FOCAL' P! R LIGHT FIXTURE SCHEDULE S 111 1. - .. O NT L F W T FLUO E 1111.. .-,. LINA LU 22 W 2 17 8 iI'll 2x2 RECESSED DIRECT/INDIRECT FIXTURE. ONE PIECE STEEL HOUSING WITH HINGED PERFORATED CENTER BASKET. WHITE T O O SCENT 277 V SERIES FINISH PAINTED AFTER FABRICATION. ELECTRONIC BALLAST. MARK MANUFACTURER MODEL DESCRIPTION LAMP 11.11, 1-1-1111-TYPE1. VOL TAG11 IS. REMARKS •I'llE 1111; 1111...-:1111,.... 1111 ... ........... 1111 ,. 1111... ,. ., --,""I'll 1111., ., :1111.., 1111 ,...,....... .......... 1111....,: 1111. 1111,... 1111.:... 1111 , ,.,..... 1111. 1111,,... ,. 1111...:.111-l'...,1111.1.11.1111111111-,.....,.. ,.,.,.,,......... 1111 ,.............. 1111.. ,....,... 1111 1111. ...._......,.. ,. 1111_.... ;r � 17, _ 1111. r1171 i 400 WAT, ED 28 PULSE Al FOCAL POINT LUNA FLU 24 2x4 RECESSED DIRE T lNDIRE T FlXT RE. BASKET. WHITE TWO 2 32W T8 FLUORESCENT 277 V i T D(E A T AL MINUM HOUSING. DIE CAST ALUMINUM DOOR. FULLY ONE ( ) C / C U ONE-PIECE STEEL HOUSING WITH HINGED PERFORATED CENTER 8 S O S1 ;SPAULDING , CIMARRON CRi ,POLE MOUNTED AREA LIGHT ARCHITEC. URAL, GNE PIECE C S U , SERIES FINISH PAINTED AFTER FABRICATION. ELECTRONIC BALLAST. GASKETED, CLEAR, FLAT, TEMPERED GLASS LENS, IES TYPE 1!f DISTRIBUTION . IESNA FULL CUTOFF LIGHTING CLASSIFICATION. START METAL HALIDE ....,. 1 1111_.- ,,, . 11.11.,,, 1111..._. K A2 FOCAL POINT LUNA 'FLU 24' ; 2'x4' RECESSED DIRECT/INDIRECT FIXTURE. ONE-PIECE STEEL HOUSING WITH HINGED PERFORATED CENTER BASKET WHITE THREE (3) 32W T8 277 V i LOW TEMP STARTING BALLAST. DECORATIVE UPSWEPT DlE CAST ALUMINUM MOUNTING ARM. POWDER COAT FINISH DAR R SERIES ': FINISH PAINTED AFTER FABRICATION. ELECTRONIC BALLAST. FLUORESCENT BRONZE COORDINATE COLOR WITH ARCHITECT. PROVIDE WITH 25'0" HIGH, STRAIGHT SQUARE STEEL POLE 111.1 , ,.,.,1 11 1111 V 1111 _........... .............. . -. 1111..-. ..1.1.1..1.,,.,, M_- .... 1,., ..1111 ..1..11.......1 ......,....1... ,1. ...,. ,,1 277 „ _ _ 1111 B , WILLIAMS , PV60 , 6 ROUND APERTURE RECESSED OPEN DOWNLIGHT. VERTICAL LAMP POSITION. SELF -FLANGED, SEM! -SPECULAR LOW ONE (1) 32W TRIPLE TUBE 277 V 1,2 SIA SPAULDING CIMARRON CR1 POLE -MOUNTED AREA LIGHT. ARCHITECTURAL, ONE-PIECE DIE-CAST ALUMINUM HOUSING. DIE-CASTALUMWUM DOOR. FULLY ONE (1) 400 WATT ED 28 PULSE IRIDESCENT ALUMINUM REFLECTOR. ELECTRONIC BALLAST. FLUORESCENT GASKETED, CLEAR, FLAT, TEMPERED GLASS LENS. IES TYPE !fl DISTRIBUTION WITH OPTIONAL HOUSE SIDE SHIELD. IESNA FULL START METAL HALIDE 1111... . 1111.. . . ..a.... . 11 ....... ......._... . ... . _.-,,. ... ...,...._......,, . 1111..-,-.. .. . , 11111111... 1111._ 1111_. 1111..... 1111. 1111 1111. _ ___. � 11 T B1 WILLIAMS I PV60 W TRIPLE TUB 1 2 CU CAS r Af_{�M/NUM MLJPI, ING 6 ROUND APERTURE RECESSED OPEN DOWNUGHT. VERTICAL LAMP POSITION. FURNISH WITH OPTIONAL SELF FLANGED, ONE (1) 32 E 277 V TOFF LIGHTING CLASSIFICATION LOW TEMP STARTING BALLAST DECORATIVE UPSWEPT DIE SEMI SPECULAR LOW IRIDESCENT ALUMINUM. WALL WASH REFLECTOR. ELECTRONIC BALLAST FLUORESCENT ;ARM. POWDER COAT FINISH DARK BRONZE COORDINATE COLOR WITH ARCHITECT. PROVIDE 'WITH 25' t�" MGH, STRAIGHT RAfG, JT, SQUARE STEEL POLE. T 1111._ . 1111 .......... 1111 1111._._. _._..._., 1111.. 1111., 1111 1111.... 1111. _._...._........ 1111 _....,.... 1111 .._._.,.., 1111 ., 1111 ........,. 1111 1111 -. 1111 82 ,WILLIAMS PV60 6 ROUND APERTURE RECESSED OPEN DOWNLIGH. FURNISH WITH OPTIONAL LOPED CEILING ADAPTER. VERTICAL LAMP ONE 1 32W TRIPLE TUBE 277 V i,2 POSITI N. FLUORESCENT i SIB B SPAULDING CIMARRON CR 1 POLE -MOUNTED AREA LIGHT. ARCHITECTIJRAL, ONE-PIECE DIE-CAST ALUMINUM HOUSING. DIE -GAS s ALUMINUM DOOR. FULLY Q. JE ;, ,1 a✓ATT ED 28 PULSE 277 V O SELF FLANGED, SEMI SPECULAR LOW IRIDESCENT ALUMINUM REFLECTOR. ELECTRONIC BALLAST. A TA HALIDE - ! TI N WITH OPTIONAL HOUSE SIDE SHIELD. IESNA FULL S - R, ME . L ;GASKETED, CLEAR, FLAT, TEMPERED GLASS LENS. IES TYPE 111 DISTR 8U O C WILLIAMS SERIES 17 ; 4'L ONG SURFACE MOUNTED, LOW -PROFILE WRAP-AROUND FIXTURE. STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC TWO (2) 32W T8 FLUORESCENT 277 V 1,2 ALUMINUM MOUNTING DIFFUSER AND CONTINUOUS WRAP SIDES. ELECTRONIC BALLAST. CUTOFF LIGHTING CLASSIFICATION. LOW TEMP STARTING BALLAST. DECORATIVE UPSWEPT DIE CAST ALU R WITH ARCHITECT. PROVIDE WITH 18'-0" HIGH, STRAIGHT, 11 ....1.111. 111111111111111111111-11 111111-111-1- .11.1.,.1... -1 _. 1 I I ARM. POWDER COAT FINISH DARK BRONZE COORDINATE COLO C 111116 i ;WILLIAMS ;SERIES 17 4' LONG SURFACE MOUNTED, LOW PROFILE WRAP-AROUND FIXTURE. STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC TWO (2) 32W T8 FLUORESCENT 120 V 1,2 + SQUARE STEEL POLE. - - .... i ; DIFFUSER AND CONTINUOUS WRAP SIDES. ELECTRONIC BALLAST. SING. DIE-CAST ALUMINUM DOOR. FULLY ONE (1) 400 WATT ED 28 PULSE 277 V S 1C -SPAULDING CIMARRON CR 1 POLE MOUNTED AREA LIGHT. ARCHITECTURAL, ONE PIECE DlE CAST ALUMINUM HOU HEAD D WILLIAMS ASM SERIES 4 LONG ARCHITECTURAL, Fri TRAN CLIENT MATTE TWO 2 32W T8 FLUORESCENT 277 V i 2 FICATION. START METAL HALIDE PER 1SUR _ GE MOUNTED FIXTURE. DIE FORMED ALUMINUM HOUSING WITH RIBBED, S O GASKETED, CLEAR, FLAT, TEMPERED GLASS LENS. IES TYPE 11I DISTRIBUTION. . !EBNA FULL CUTOFF LIGHTING CLASS WHITE ACRYLIC DIFFUSER, WHITE POWDER COAT FINISH AFTER FABRICATION. ELECTRONIC BALLAST. UL LISTED WET LOCATION LOW TEMP STARTING BALLAST. FURNISH DECORATIVE UPSWEPT DlE CAST ALUMIN(JM MOUNTING ARMS FOR MOUNTING OF TWO 11..._1.1. 11.1.1.... . UNDER COVERED CEILING. 2 FIXTURE HEADS IN 180° ORIENTATION. POWDER COAT FINISH COORDINATE COLOR WITH ARCHITECT PRO VIDE WITH DARK 1111 1111. 1111. F i WILLIAMS SERIES 77 4'-0" LONG STRIP FIXTURE. SURFACE MOUNT. ALL PARTS PAINTED WHITE AFTER FABRICATION. ELECTRONIC BALLAST TWO (2) 32W T8 FLUORESCENT 277 V 1,2,4 ; BRONZE' 0"HIGH, STRAIGHT, 25 STEEL POLE. 1111 7V U �r 27 T RT r _ li 1 PUL SE Y, r 1 ATT P. _ �, E b F1 WILLIAMS SERIES 77 TWO 2 17W T8 FLUORESCENT +: 277 V 1 2 4 A T ALUMINUM LENS FRA WITH 1 _ 0 2 0 LONG STRIP FIXTURE. SURFACE MOUNT. AL(_ PARTS PAIN, EL7 WHITE AF. FR TA$RlCATION. ELECTRONIC BALLAST. O S2 K!M CFL COMPACT FLOODLIGHT 50 DISTRIBU, JON. ONE PIECE DIE CAST ALUMINUM HOUSING. DlE C S 1111.... 1111..... 1111.1111- , , 1111., 1111, 1111 , 1111. ........ e... ........ _ 1111_... -.-1111.... 11111111... 1111. ......... 1111 _ 7 -_ - P PI STAMPED SILICONE GASKET. DIE-CAST ALUMINUM SWIVEL WITH INTEGFiAf. METAL HALIDE F2 ;WILLIAMS SERIES 7, i 8 0 LONG STRIP FIXTURE. SINGLE LAMP CROSS SECTION. C,HAlN MOUNT FROM CEILING AT 8 6 A. F. F ALL PARTS PAINTED TWO (2) 32W T8 FLUORESCENT 277 V 1,2,4 CLEAR TEMPERED GLASS LEN AND ONE PIECE SIAM E S CO WHITE AFTER FABRICATION. ELECTRONIC BALLAST. LOCKING TEETH AND LOCKNUT SPECULAR ALZAK REFLECTOR. HIGH POWER FACTOR BALLAST RATED FOR -20°F STARTING. T AL MINUM POWDER COAT FINISH AS DIRECTED BY ARCHITECT UL LISTED WET LOCATION. FURNISH WITH OPTIONAL CAS U G WILLIAMS 50G SERIES 2x4 STATIC GRID TROFFER. MITERED AND FULLY GASKETED DOOR FRAME WITH FULLY ENCLOSED SPRING-LOADED CAM THREE (3) 32W T8 277 V 1 T FlNISN SAME LATCHES. .125" THICK, #12 PATTERtV ACRYLIC LENS, ALL PARTS PAINTED WHITE .AFTER FABRICATION. ELECTRONIC BALLAST. FLUORESCENT STANCHION MOUNT WITH INTERNAL SE, SCREW. CAST !N CONCRETE PER MANUFACTURER S RECOMMENDATIONS -1111. , -111 1 ... -..1111.. 1. 111 ... ,. , -1, AS FIXTURE HOUSING. 11 _. P G1 WIL IAM4 50G SERIES t O 2 32W T8 FLUORESCENT 277 V 1 n L 2x4 STATIC GRID TROFFER. M,TERED AND FULLY GASKETED DOOR FRAME WITH FULLY ENCLOSED SPRING-LOADED CAM TWO O N c F 1 50 WATT PULSE START <- i V LATCHES. .1 �" HI #Y ATION. ELECTRONIC BALLAST. S3 KIM C832 COMPACT, 32"HIGH LIGHT BOLLARD, EXTRUDED ALUMINUM RISER WITH DIE CAST ALUMINUM LQLJVER4. PROVIDING FULL CtUTQF ONE ( ) 2 THICK, ,2 PATT�f;N ACRYLIC LENS. ALL PARTS PAINTED WHITE AFTER FABRIC N t r7 ' TA LIDS - - RAL LD TART HPF BALLAST. HEA4 , CAST ALUANNOM ANCH�,R . ME. _ L HA _ ABOVE HORIZONTAL. FULLY GASKETED GLASS GLOBE. INTEG CO S G2 , WILLIAMS i 50G SERIES ; 2x2 STATIC GRID TROFFER, MITERED AND FULLY GASKETED DOOR FRAME WITH FULLY ENCLOSED SPRING-LOADED CAM THREE (3) 17W T8 277 V i 1 a H T LATCHES. .125" THICK; #12 PATTERN ACRYLIC L ENS. ALL PARTS PAINTED WHITE AFTER FABRICATION. ELECTRONIC BALLAST. FLUORESCENT BASE REFER TO DETAIL ON SITE PLAN FOR ADDITIONAL BASE WORK. BLACK FINISH COORDINATE WITI ARC..ITEC ,1. 11,11..., 11;11... G3 ;WILLIAMS ; 50G SERIES 12`x2' STATIC GRID TROFFER. MITERED AND FULLY GASKETFD DOOR FRAME WITH FUL I -Y ENCLOSED SPRING-LOADED CAM TWO (2) 17W T8 FLUORESCENT 277 V 1 LATCHES..125" THICK, #12 PATTERN ACRYLIC LENS. ALL PARTS PAINTED WHITE AFTER FABRICATION. ELECTRONIC BALLAST. H E WILLIAMS PH75 7.5" ROUND APERTURE RECESSED OPEN L?OWNLIGHT HORIZONTAL LAMP POSITION. SELF -FLANGED, SEM! -SPECULAR LOW TWO (2) 42 WATT COMPACT 277 V ', 1,2 IRIDESCENT ALUMINUM REFLECTOR. ELECTRONIC BALLAST.111111111111111-_ FLUORESCENT 1...111,. 1111.•,,• „1 • , , 1., 1,.111., , 1111 ..-I'll �__, �.1..m._ 11 H1 �- 1111.v .- - - SELF -FLANGED, SEMI -SPECULAR LOW TWO (2) 32 WATT COMPACT 277 V I 1 2 . WILLIAMSWILtIAMS PH75 ;IRIDESCENT ALUMINUM REFLECTOR, PELEC ELECTRONIC BALLAST LAMP POSITION. SELF FL FLUORESCENT j r, �_�ar y H2 i WILLIAMS PH75 7.5" ROUND APERTURE RECESSED OPEN N NL GHT. HORIZONTAL MP POSITION. ELF -FLANGED SEMI -SPECULAR LOW TWO 2 42 WATT COMPACT 277 V 1,2 � ` I P O f I LLAS () N J IRIDESCENTALUMINUMREFLECTOR. FURNISH WITH OPTIONAL GLASS LENS. ELECTRONIC BALLAST. FLUORESCENT111111111�I'll j EMERGENCY -OFF PUSHBUTTON. 1111 ..... ..11 .11..... 1. ,.. l MOV NT ON WALL WHERE SHOWN. H3 WILLIAMS ;PH75 7.5" ROUND APERTURE RECESScD OPEN DOWNLIGHT FURNISH WITH OPTIONAL SLOPED CEILING ADAPTER. HORIZONTAL LAMP TWO (2) 42 WATT COMPACT 277 V 1,2 PHOTOCELL. MOUNT ONS j �- POSITION. SELF -FLANGED, SEMI -SPECULAR LOW IRIDESCENT ALUMINUM REFLECTOR: FURNISH WITH OPTIONAL GLASS LENS. FLUORESCENT BUILDING WHERE SHOWN. `, F ,-11-1-1 ELECTRONIC BALLAST. i �--�" ..... 1. 11..1. H4 WILLIAMS 3 PH75 , 7.5" ROUND APERTURE RECESSED OPEN DOWNLIGHT: HORIZONTAL LAMP POSITION. SELF -FLANGED, SEMI -SPECULAR LOW ONE (1) 32 WATT COMPACT 277 V i 1,2 s 1 IRIDESCENT ALUMINUM REFLECTOR. ELECTRONIC BALLAST FLUORESCENT 120 VOLT J WILLIAMS 1 SF SERIES 2' LONG LOW -PROFILE UNDER -CABINET FIXTL+RE. ALL PARTS PAINTED WHITE AFTER FABRICATION. FLAT, CLEAR ACRYLIC LENS. ONE (1) 14 WATT T5 120 V 1 120 VOLT ELECTRONIC BALLAST. FURNISH V✓ITH OPTIONAL ROCKER SWITCH, FLUORESCENT I 1111...._ 1111. -- 1111 . � __ — ___J t f 1111 Kt t LIGHTING SERVICES, ;HEAD = LN30 00 LINE VOLTAGE SOFT CONE HEAD T0T4L OF FC7UR (4) PER FIXTURE. ALUMINUM N,OUSING. ADJUSTABLE AND SELF LOCKING !N FOUR (4) 50 WATT PA P30 120 V 2 i INC. (LSI) i SERIES, TRACK = I ALL HORIZONTAL AND VERTICAL PLANES. WHITE FINISH, 4-0" LONG LINE VOLTAGE TRACK. EXTRUDED ALUMINUM WITH CLEAR TUNGSTEN HALOGEN (ONE PER LIGHTING CONTACTOR ¢ CONTACTOR ENCLOSURE i #31310 PROTECTIVE COATING. SINGLE CIRCUIT WITH 20 AMP CAPACITY FURNISH WITH A!_L REQUIRED END CAPS, JOINERS, ETC. AS HEAD) ENCLOSURE (NEMA 1) O_ (NEMA 1 J z j M A ; REQUIRED TO FURNISH COMPLETE TRACK SYSTEM. SURFACE -MOUNT TO CEILING, i w z 11'll" ,.,..,.,. .1.,111... 1111 __. .. , ,.., , 1111. ,. .. .. ., , ...... 1111.. I INC. (LSI) SERIES, TRACK _ ;HORIZONTAL AND VERTtCA� PLANS. WHITE FINISH- 8 0"LONG LINE VOLTAGE TRACK, FIELD CUTTABLE TO 6' o"WITH SINGLEALL TUNGSTEN ATT PAR30 120 V� \ 2 K1 LIGHTING SERVICES, I HEAD = LN30-00 LINE VOLTAGE SOFT CONE HEAD - TOTAL OF SIX 6) PEI FIXTURE, ALUMINUM HOUSING. ADJUSTABLE AND SELF -LOCK f ( HALOGEN (ONE PER #31310 CUT. EXTRUDED ALUMINUM WITH CLEAR PROTECTIVE COATING. SINGLE CIRCUIT WITH 20 AMP CAPACITY. FURNISH WITH ALL HEAD) REQUIRED END CAPS JOINERS ETC AS REQUIRED TO FURNISH COMPLETE TRACK SYSTEM. SURFACE MOUNT TO CEILING. -,-.,.. -...., .1111.... 1111_... 1• ,.L,, -.11.. ..11.1..1 _1111._. 11.11,...., _ .... _, ....._.._.. _, TIME CLOCK 1111 L I WILLIAMS I SERIES 29 4'-0" LONG WALL -MOUNTED UP/DOWN LIGHT. STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC LENS. ALL PARTS PAINTED WHITE TWO (2) 32 WATT T8 277 V i 1,2 i I AFTER FABRICATION. 11 -ELECTRONIC BALLAST FLUORESCENT L1 3 WILLIAMS SERIES 29 i X-0" LONG WALL -MOUNTED UP/DOWN LIGHT, STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC LENS. ALL PARTS PAINTED WHITE TWO (2) 25 WATT T8 277 V 1,2 AUTO AFTER FABRICATION. ELECTRONIC BALLAST 11 FLUORESCENT AUTO O -'.11 .,...1.111 1111..., _, 1111. 1111. 1111 1111. 1111.... _ _ L2 WILLIAMS ; SERIES 29 12 -0" LONG WALL -MOUNTED UP/DOWN LIGHT. 1. STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC LENS. ALL PARTS PAINTED WHITE TWO (2) 17 WATT T8 277 V 1,2,4 L +_I::�� r AFTER FABRICATION. ELECTRONIC BALLAST. FLUORESCENT OFF A— I �s 01 t KICHLER : 8405 TZ I SEMI -FLUSH FIXTURE. ETCHED WHITE GLASS BOWL. 15"O X 6" HIGH. TANNERY BRONZE FINISH. TWO (2) 60W A 19 120 V 2,5 OrF INCANDESCENT ON i L_ 1111...., 11,11,111 ,111,1,. , . ...........,. .,... 1111. 1111., .. 1...11.....1 .,....1111... ....._..... n 02 I AMERICAN LANCET LCS213 i TAPERED, ADA -COMPLIANT WALL SCONCE. MATTE WHITE ACRYLIC DIFFUSER WITH WHITE BACK PLATE. ELECTRONIC BALLAST TWO (2) 13 WATT COMPACT 120 V LIGHTING CONTACTOR. " NTACTOR. I FLUORESCENT 15-7/8"W X 15 "H X 3-7/8" D, ARCHITECT TO SELECT FINISH. FLUORESCENT 20 AMP WITH NUMBER OF 20 AMP WITH NUMBER OF 04 MODA C169 DECORATIVE CHANDELIER. 8" ROMAN GLASS SHADES. 29" X 22"HIGH. ARCHITECT TO SELECT FINISH AND STYLE. SIX (6) 60W A 19 INCANDESCENT 120 V I 2,5 POLES AS SCHEDULED. POLES AS SCHEDULED: ......... ..... 13....,.• 11 11 1 1 _ ..1..11.. ., 1111... • 1111.... 1111, . 1.11.1.... 111.1-11.11.111 111111-11.11. 1111 . ............ .............. .............. .. „ 11 , , 11.11 ... I' 1111... ,. lm 05 , KICHLER j 3677 OZ i SEMI -FLUSH 4Lt FIXTURE. LIGHT UMBER ETCHED GLASS. 24"O X 12.5 HIGH. ARCHITECT TO SELECT FINISH AND STYLE. FOUR (4) 60W A19 120 V 2,5 INCANDESCENT � \1 06 MINKA-LA VERY 8101-138 EXTERIOR WALL MOUNTED FIXTURE. UL LISTED FOR DAMP LOCATIONS. 8 1/2"W X 6"H X 10 1/2"D1 I I'll "I 111111111111111 "I'll. ARCHITECT TO SELECT FINISH. ONE (1) 60W A19 INCANDESCENT 120 V 2,5 HAND OFF -AUTO SWITCH MOUNTED ON OUT 07 I KICHLER HENDRICK - I CONTEMPORARY PENDANT. OLDE BRONZE FINISH WITH UMBER ETCHED GLASS GLOBE. (1)100W A 19 INCANDESCENT 120 V 2,5 MOUNTED ON OUTSIDE OF ENCLO 0U OUTSIDE Nl\ MOUNTED i 347502I'll�1111 TO EXTERIOR OF LIGHTING ENCLOSURE TO BOILERS/PUMPS K 08 MODA D020 ; DECORATIVE WALL SCONCE. LEAF PATTERNED WITH FROSTED ACRYLIC LENS. 6-1/4"W X 15"H X 4" D. ARCHITECT TO SELECT ONE (1) 13 WATT COMPACT 120 V 2,5 LIGHTING FINISH. FLUORESCENT --,""I'll'' . - -. 11111.11.1.. 09 i KICHLER/TERON i ALDRIN I EXTERIOR CEILING FAN/LIGHT FIXTURE. THREE SPEED MOTOR WITH WEATHERED STEEL HOUSING. FIVE (5) TEAK / WALNUT TWO (2) 60W T3 KRYPTON 120 V 2,5 REVERSIBLE ALL WEATHER BLADES (CONFIRM WITH ARCHITECT). INTEGRATED LIGHT FROM BOILER/PUMP 1.FROM EXTERIOR P WILLIAMS SERIES 16 ' 2' LONG SURFACE MOUNTED TROFFER. STEEL HOUSING WITH CLEAR ACRYLIC PRISMATIC LENSE ADN MATTE WHITE ACRYLIC TWO (2) 17W T8 FLUORESCENT 277 V LIGHTING CIRCUITS CONTROL CIRCUITS SIDE PANELS. ELECTRONIC BALLAST. ..1.1.1., 1111, , , .1.., ,11 11- - ,. ,,, ,e,-11 1.1-1"I 11.1. 1... 1. Q 1 PROGRESS P2781-109 WALL -MOUNTED, DECORATIVE VANITY FIXTURE. FURNISH IN "DOWN" POSITION. BRUSHED BRONZE FINISH. ETCHED WHITE OPAL THREE (3) 60IN A 19 120 V 2 i GLASS SHADES. UL DAMP LOCATION LISTED. INCANDESCENT �__,_ W Q1 PROGRESS P2781-09 ;WALL -MOUNTED, DECORATIVE VANITY FIXTURE. FURNISH IN "DOWN" POSITION. BRUSHED NICKEL FINISH. ETCHED WHITE OPAL THREE (3) 60 W A 19 120 V GLASS SHADES UL DAMP LOCATION LISTED INCANDESCENT i ..1111.... 1111. 1..-._.. _11.11_._. -._._.-. , ,,,1,1 _.....,", 1111_._. _._... . J R ; lNVUE 1 ENTRI SERIES EXTERIOR WALL -MOUNTED FIXTURE. ONE-PIECE, DIE-CAST ALUMINUM HOUSING AND FACEPLATE. SILICONE GASKETING. CLEAR, ONE (1 J 100 WATT CERAMIC 277 V 1,2,3 EXTERIOR LIGHTING CONTROL REMOTE BOILER TEMPERED GLASS LENS. FORWARD THROW OPTICS WITH 10% SECONDARY GLOW. FULL CUTOFF PERFORMANCE. HIGH POWER METAL HALIDE FACTOR BALLAST. POWDER COAT FINISH AS DIRECTED BY ARCHITECT. UL LISTED WET LOCATION. NOT TO SCALE EMERGENCY -OFF (RCS -3) .......E..,.,.,. 1111 , •,• 1111. ,.., , 1111. ..11.11..•.. 1..1...1.... 1111 E.............. ., 1111 1111. 1111... 111.1.. ......,..... 1111... . 1111 1111, .......... 1111 . . RI I INVUE ;ENTRI SERIES ; EXTERIOR WALL MOUNTED FIXTURE. ONE-PIECE, DIE-CASTALUMWUM HOUSING AND FACEPLATE. SILICONE GASKETING. CLEAR, ONE (1) I00 WATT CERAMIC 120 V 1,2,3 TEMPERED GLASS LENS. FORWARD THROW OPTICS WITH 10% SECONDARY GLOW. FULL CUTOFF PERFORMANCE. HIGH POWER METAL HALIDE i NOT TO SCALE i i FACTOR BALLAST. POWDER COAT FINISH AS DIRECTED BYARCHITECT. UL LISTED WET LOCATION. I S ? TERON FAZIO HID EXTERIOR WALL -MOUNTED FIXTURE. TEXTURED BLACK STEEL HOUSING. WHITE POLYCARBONATE DIFFUSER. ETL LISTED WET ONE (1) 70 WATT CERAMIC 277 V 1,2,3 �...... . ILOCATION.I'llI'll METAL HALIDE 1111._. , T i BEGA ; 2217P RECESSED WALL FIXTURE. ALUMINUM HOUSING AND FACEPLATE. CLEAR TEMPERED GLASS LENS WITH TRANSLUCENT WHITE ONE (1) 13 WATT COMPACT 277 V 2 CERAMIC COATING. CONTINUOUS GASKET FOR WEATHER -TIGHT OPERATION. MAGNETIC, HPF BALLAST. FINISH AS DIRECTED BY FLUORESCENT H ARCHITECT U L LISTED WET LOCATION SUITABLE FOR INSTALLATION IN POURED CONCRETE. SCHEDULE OF REMOTE CONTROL SWITCHES H U WILLIAMS ; MH75 7.5" ROUND APERTURE RECESSED LENSED DOWNLIGHT. SELF -FLANGED, SEMI -SPECULAR LOW IRIDESCENT FINISH ALUMINUM 100W ED -17 METAL HALIDE 277 V 2 REFLECTOR. CLEAR TEMPERED GLASS LENS. UL LISTED WET LOCATION UNDER COVERED CEILING. I RCS NUMBER OF CONTROL DATA LOAD DATA CONTROL NOTES I VAPOR l Y WITH V -15 STANDARD GLASS ONE 1 150 WATT 120 V 1,2,4 NUMBER POLES VOLTAGE PANEL & CIRCUITS CONTROLLED W ,HUBBELL VAPO ROUGH LOCATION FIXTURE. FULLY ENCLOSED AND GASKETED. VFB 15 CAST ALUMINUM BOD G O VOLTAGE CIRCUIT # PANELBOARD LOAD V SERIES GLOBE. FURNISH !N WALL ARM MOUNT CONFIGURATION (VW 1) WITH OPTIONAL CAST ALUMINUM GUARD (VCG 15). UL LISTED INCANDESCENT PHOTOCELL ON/PHOTOCELL OFF 1,2,3 DAMP LOCATIONI'llI'll RCS -1 8 120 35 EMLN EXTERIOR EGRESS 277/ 120 EMHN - #1 1111,,, 1111 1111..... 11 , 1111.. _. W1 HUBBELL VAPORTITE ROUGH LOCATION FIXTURE. FULLY ENCLOSED AND GASKETED. VXFC-100-N34 CAST ALUMINUM BODY. VGCP-100 TEMPERED ONE (1) 150 WATT A21 120 V 1,2,4 ACS -2 12 120 35 EMLN SITE LIGHTING 277 H1 N - #13,15.17,19,21,23 PHOTOCELL ON/ TIMECLOCK OFF 2,3 V -SERIES I GLASS GLOBE. FURNISH !N WALL ARM MOUNT CONFIGURATION (VW -1) WITH OPTIONAL CAST ALUMINUM GUARD (VCG -15). NEMA INCANDESCENT 3,4 RATING. i RCS -3 4 120 25 STL1 BOILER EMERGENCY SHUTOFF 120 STL1 #20,22 PUSHBUTTON OFF 2,4 11 ... .1 ........... .... �11.1.._1_ ...... . X DUAL -LITE LX SERIES COMPACT, LOW -PROFILE, CEILING MOUNTED EXIT SIGN. UV -STABLE THERMOPLASTIC HOUSING. WHITE FINISH WITH RED FOUR (4) HIGH -OUTPUT LEDs 277 V 2 LETTERS. SINGLE/DOUBLE FACE CONFIGURATION WITH DIRECTIONAL ARROWS AS INDICATED ON PLANS. „ REMARKS: G X1 DUAL LITE LX SERIES COMPACT, LOW PROFILE, EXIT SIGN. UV STABLE THERMOPLASTIC HOUSING. WHITE FINISH WITH RED LETTERS. END OR FOUR (4) HIGH OUTPUT LEDS 277 V 2 G WALL MOUNTED IN SINGLE/DOUBLE FACE CONFIGURATION WITH DIRECTIONAL ARROWS AS INDICATED ON PLANS. 1. INSTALL IN NEMA 1 ENCLOSURE WITH MANUAL HOA SWITCH IN HINGED FRONT COVER. •1,1,,...1.... . .. , .1111...., ....1,111. 1.111.., _,,, 1111. .1111-„ _....-....... 1.1.11 X2 DUAL -LITE EDGE -LIT LE RECESSED EDGE -LIT EXIT SIGN. FURNISH WITH ALL NECESSARY ROUGH -IN AND MOUNTING HARDWARE. EXTRUDED ALUMINUM FOUR (4) HIGH -OUTPUT LEDs 277 V 2. REFER TO DETAIL ON SHEET 95.01. SERIES HOUSING WITH SATIN ALUMINUM FINISH. WATER -CLEAR, MOLDED ACRYLIC EXIT PLAQUE. RED LETTERS WITH CLEAR 3. LOCATED IN ELECTRICAL ROOM C116. BACKGROUND. CEILING MOUNTED WITH PRINTED CHEVRON DIRECTIONAL ARROWS AS INTICATED ON PLANS. 11 Y ARCHITECTURAL ACSQ - ARTS & EXTERIOR FIXTURE. CAST ALUMINUM HOUSING. OPAL GLASS SHADE. 'GLF' SYMMETRIC DISTRIBUTION REFLECTOR. FURNISH ONE (1) 150 WATT PULSE START 277 V 2 4. LOCATED IN BOILER ROOM CI 15. AREA LIGHTING I CRAFTS WITH ALL REQUIRED ACCESSORIES FOR PENDANT MOUNTING - COORDINATE EXACT PENDANT LENGTH WITH ARCHITECT AND METAL HALIDE OWNER. HIGH POWER FACTOR, LOW TEMP STARTING BALLAST MOUNTED AT CEILING. MATTE BLACK FINISH. UL -LISTED WET I LOCATION. Y1 I ARCHITECTURAL i ACSQ - ARTS &11 I SAME AS TYPE "Y", EXCEPT PENDANT LENGTH - COORDINATE EXACT LENGTH WITH ARCHITECT AND OWNER. FURNISH CUSTOM ONE (1) 150 WATT PULSE START 277 V 2 I AREA LIGHTING , CRAFTS ; PENDANT LENGTH AS REQUIRED METAL HALIDE F F ..... 11111111,11-11 .. 1111- -_ _ _ TRANSFORMER SCHEDULE AA I WILLIAMS ' SERIES 25 CLD LOW -PROFILE, SURFACE -MOUNTED 'CLOUD' FIXTURE. BLACK PAINTED SHEET HOUSING. TRANSLUCENT WHITE ACRYLIC LENS TWO (2) 32W T8 FLUORESCENT 120 V 2,5 FACTORED TRANSFORMER PRIMARY SECONDARY NOTES WITH ROUNDED SIDES ALL PARTS PAINTED AFTER FABRICATION. MODEL LOAD (VA) RATING (KVA) VOLTS PHASE WIRES VOLTS PHASE WIRES 1111 1,. .1111..., ,;' ..._._....... ,11,11,1,11) 1.11,1. ,. .11.11,1111 .. . . .............. 1111, . _ .. 11... I . PLAN MARK MANUFACTURER AB I LIVEX j 7303-91 i DECORATIVE CEILING -MOUNTED BOWL FIXTURE. UL LISTED FOR DAMP LOCATION. 14"0 X 4-3/4"HIGH. ARCHITECT TO SELECT N O (2) 60W A 19 120 V .1 € 2,5 FINISH. CANDESCENT T-L1N CUTLER HAMMER DT -3 62,988 75.0 480 3 3 208/120 3 4 1 AC I LIGHTOLIER r 6789BK213U l DECORATIVE CEILING -MOUNTED OPALITE. INJECTION MOLDED WHITE TRANSLUCENT POLYCARBONATE DIFFUSER. TWO (2) 13W COMPACT 120 V 2,5 T-L2N CUTLER HAMMER DT -3 49.110 75.0 480 3 3 208/120 3 4 1 FLUORESCENT T-L3N CUTLER HAMMER DT -3 19,889 30.0 480 3 3 208/120 3 4 1 ,1111. ..1111 ..... . ..... ........ 0IN AD NUTONE ' 9427P ? GR�LE.E�URN SH WITH MODEL 60ON 5 MINUTE TIME CONTROL SWITCH. INCANDESCENT MOUNTING BRACKETS AND WHITE PLASTIC TWO (2) 250W BR4 FRARED 120 V 2,5 INCANDESCENT T t 1S CUTLER HAMMER DT 3 33,211 45.0 480 3 3 208/120 3 4 1 1111 I 1111 I AE ? PROGRESS j P278I -I09 , WALL -MOUNTED, DECORATIVE VANITY FIXTURE. FURNISH IN DOWN POSITION. BRUSHED BRONZE FINISH. ETCHED WHITE OPAL THREE (3) 60W A 19 120 V 2,5 T-L2S CUTLER HAMMER DT -3 34,490 45.0 480 3 3 208/120 3 4 1 E I GLASS SHADES. UL DAMP LOCATION LISTED INCANDESCENT E _11,11_ 50645 4 208/120 3 4 1 AF KICHLER/TERON iALDRlN CEILING FAN/LIGHT FIXTURE. THREE SPEED MOTOR WITH OIL RUBBED BRONZE HOUSING. FIVE (5) DARK CHERRY/ LIGHT OAK THREE (3) 60W A19 120 V 2,5 T KP1 CUTLER HAMMER DT 3 75.0 80 3 3 ' REVERSIBLE BLADES. INTEGRATED LIGHT FIXTURE BOWL. INCANDESCENT T-RINA CUTLER HAMMER DT -3 274,333 300.0 480 3 3 208/120 3 4 1 E i 1111.... --I'll'',............ :1111 1111. : : -,. , 1111.1111... 1 INC AG MlNKA-LAVERY 8101-138 EXTERIOR WALL -MOUNTED FIXTURE. UL LISTED FOR DAMP LOCATIONS 8 1/2 W X 6 H X 10 1/2'0 ARCHITECT TO SELECT FINISH. ONE (1) 60W A 9 ANDESCENT 120 V 2 5 T-RINC CUTLER HAMMER DT -3 7 t 480 3 3 208/120 3 4 i .......1,1,..,11 ,., . 11 11 ......... . .. .. 1111, "I 11 , . , ..1111, ", , 1, 111 EMPRA SE COMPACT LOW -PROFILE O INDICATOR LIGHT. CAST ALUMINUM CONSTRUCTION. FINISH BLACK WITH BRUSHED ALUMINUM FACE. FOUR (4) HIGH -OUTPUT LEDs 277 V 2 T RI SA CUTLER HAMMER DT 3 166,897 225.0 480 3 3 208/120 3 4 1 ARA ;DUAL LITE , S CO C SERIES I RED LETTERS. WALL MOUNTED. FURNISH WITH SPECIAL WORDING OPTION SWI3 - SIGN TO READ 'AREA OF RESCUE T -MCI CUTLER HAMMER DT -3 1 88 480 3 3 208/120 3 4 1 ASSISTANCE" WITH WHEELCHAIR SYMBOL. T-R2SA CUTLER HAMMER DT -3 1 2,346 150.0 1 480 3 3 208/120 3 4 1 TR3SA CUTLER HAMMER DT -3 13 , 0.0 480 3 3 208/120 3 4 1 D REMARKS: T-EMN CUTLER HAMMER DT -3 18,062 30.0 480 3 3 208/120 3 4 2 D 1. FURNISH WITH AND INSTALL ALL NECESSARY HARDWARE AND MOUNTING BRACKETS. T -EMS CUTLER HAMMER DT -3 9, 965 15.0 480 3 3 208/120 3 4 2 2. WHERE FIXTURE IS LABELED "EM", CONNECT TO EMERGENCY CIRCUIT. 3. WHERE FIXTURE IS LABELED "EM'; PROVIDE AND INSTALL BODINE AKI75 "ARC -KEEPER" BALLAST OR APPROVED EQUAL FOR FIXTURE. T -ST 1 CUTLER HAMMER DT -3 17,141 30.0 480 3 3 2081120 3 4 2 BALLAST TO MAINTAIN ARC OF LAMP FOR A MINIMUM OF 2 MINUTES DURING AN INTERRUPTION OF POWER. 4. FURNISH FIXTURE WITH WIRE GUARD. 5. NO SUBSTITUTIONS ALLOWED. COORDINATE ORDERING OF FIXTURE WITH OWNER. REMARKS: GENERAL NOTES (APPLICABLE TO ALL FIXTURES): 1. PAD -MOUNTED TRANSFORMER 1) ALL FIXTURES UTILIZING LINEAR FLUORESCENT LAMPS SHALL COMPLY WITH NEC 410.130(G) REQUIREMENTS FOR DISCONNECTING MEANS. CONTRACTOR SHALL SUPPLY SAME IF NOT STANDARD ON FIXTURE. 2. SUSPEND TRANSFORMER FROM STRUCTURE. 2) ALL BALLASTS FOR FLUORESCENT FIXTURES SHALL BE PROGRAMMED START. 3) ALL FIXTURES SHALL BE IC RATED OR PROVIDED WITH INSULATION SHIELDS WHEN INSTALLED IN INSULATED AREAS OF THE TRUSS SPACE C 4) FOR ALL FIXTURES INSTALLED IN RATED ASSEMBLIES, FURNISH AND INSTALL APPROVED FIRE BARRIER (E.Z- BARRIER OR TENMAT FF109 SERIES) OVER FIXTURE TO MAINTAIN 1 HOUR CEILING ASSEMBL Y RATING. C' BI SCHEDULE OF AUTOMATIC TRANSFER SWITCHES ATS MANUFACTURER MODEL AMPERAGE POLES MAXIMUM SHORT CIRCUIT NOTES NUMBER NUMBER VOLTAGE RATING ATS -1 ONAN OTEC SERIES 125 4 600 35,000 1,2 ATS -2 ONAN OTEC SERIES 260 4 600 35,000 1,2 REMARKS: 1. LOCKABLE NEMA 1 ENCLOSURE STANDARD. 2. WALL -MOUNTED SWITCH. A ') I q I a I r; I F 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 18 1 19 1 20 1 21 1 22 E��a� ELI $SSH o 0 1. vz �, Carmel SeniorL Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 1-11 "; ;I 816 421 8200 phone I °`E' `'i 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611P / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ����r�EiT�1riiii v.. P. �P• G . O -: E11200498: ,o.'.. STATE OF .•'��\ 1/1,�-!NDSAN?'-'*+- / ss • �� \ //Ohil/ON ,\\�\0� /I� 9 IIIIIIIIIIIIIII ISSUED FOR: 100% Construction Documents 11 July 2013 1 -Addendum 1 23 September 2013 Drawn By RDL Checked By DET Electrical - Schedules 95001 Project Number: 2013.037 © Copyright 2013 z 3I n A 1 1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 1 10 1 11 1 12 1 13 1 14 115 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 MICROPHONE JACK — WHERE SHOWN g j I-- VOLUME CONTROLS ARE BY OTHERS AND ARE SHOWN HERE ONLY FOR CLARIFICATION AND COORDINATION. V S MEMORYCAREAREAS WO V S V SKY LOUNGE &DECK V S MEMORY CARE AREAS V S BISTRO, LIBRARY W,,,P rr- -- ---01VV — DINING AND LOBBYAREAS; ETC, I ALK CABLE I ��- NUMBER OF SPEAKERS AS I INDICATED ON FLOOR PLANS - 70 VOLT SPEAKER CABLE 12"x12 W" BOX SURFACE - MOUNTED BELOW PIA RACK AT 30" A.F.F. TO TOP. VII 8 OHM SPEAKER CABLE- 1414 ABLE1414 TO VOLUME CONTROL I AND 1612 TO SPEAKERS LEAVE 15'-0" OF PIGTAILS AT BOX, TERMINATIONS BY OTHERS (TYPICAL ALL PIA CABLES) L SOUND SYSTEM DETAIL NOT TO SCALE NOTE: THE RISER DIAGRAMS ON THIS SHEET ARE CONCEPTUAL AND SHOW ONLY GENERAL TYPICAL OF SINGLE UNIT ONLY. PROVIDE WITH COMBINATION STRUCTURE OF SYSTEMS. NOTALL DEVICES, REFER TO PLANS FOR NUMBER SOUNDERIVISUAL BASES IN HEARING EQUIPMENT, WIRING, ETC. ARE SHOWN. OF UNITS AND EXACT NUMBER AND VISUALLY IMPAIRED UNITS. OF DEVICES PER UNIT. MULTI -STATION SMOKE ALARM D NOTIFICATION DEVICES IN UNITS. WITH SOUNDER BASES. ALARM OF NUMBER OF CIRCUITS AS REQUIRED. ONE DEVICE SHALL ACTIVATE ALL DEVICES IN UNIT 7/ NOTIFICATION DEVICES IN COMMON AREAS. D X NUMBER OF CIRCUITS AS REQUIRED. 120 VAC CABLING AS rs rs WF FF COMMON AREA INITIATING DEVICES SPECIFIED (TYR,) � F D H FIRE ALARM WP ANNUNCIATOR PANEL �- PHONE LINE(S) FOR DIGITAL COMMUNICATOR TO FAAP f20 VAC MONITORING SERVICE FIRE ALARM CONTROL PANEL FIRE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE NOTE: ALL SPEAKERS ARE OWNER -FURNISHED, CONTRACTOR -INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGH -IN AND INSTALLATION OF SPEAKERS (INLUDING MOUNTING RINGS, ETC.) AND INSTALLATION OF ALL CABLING FROM SPEAKERS TO HEAD END EQUIPMENT. SOUND SYSTEM CABLING: ALL INTERCOM SYSTEM CABLING SHALL BE PLENUM—RATED AS REQUIRED AND PER MANUFACTURER'S RECOMMENDATIONS. I 318"-16x1 " GRADE 5 SPLIT -TYPE HEX HEAD BOLT, LOCK WASHER CADMIUM PLATED, 1"0 FLAT WASHER � 1 i° J = LUG 98% CONDUCTIVITY ELECTRICAL GRADE ROUNDED EDGE 114 x48"x4" COPPER 1-3/4" BUS BAR. DRILL AND THREAD FOR 114-20 TAPS, MIN. OF 25 EACH BAR. #210 INSULATED GROUND CONDUCTOR TO BUILDING STEEL H PHENOLIC BARREL INSULATOR. — PENN NT -3061-16C OR EQUAL. — 318"46x1-318" THREADED STUD LEAD ANCHOR BODY G GROUND BUS MOUNTING DETAIL NOT TO SCALE FI EI DI CI BI ONE (1) BELDEN 8728 RECEIVER CABLE IN DAISY -CHAIN CONFIGURATION. USE PLENUM RATED CABLE AS REQUIRED. NO SPLICES ARE ALLO WED. LEAVE 24" OF CABLE AT EACH BOX. N N ROUGH -IN 2 -GANG JUNCTION BOXAT RECEIVER LOCATIONS ON EACH FLOOR. N N REFER TO FLOOR PLANS FOR LOCATIONS. BOXES MAY BE PLASTIC WHERE NOT INSTALLED IN RETURN AIR PLENUM. GUARDIAN "E -CALL" SECURITY BACKBOARD AT AIV ROOM C149 //// (BY OTHERS) GUARDIAN MAIN COMPUTER AT RECEPTION DESK THREE (3) CAT5e CABLES. PLENUM -RATED AS REQ'D. LEAVE 6'-0" OF PIGTAILS AT BOX, TERMINATIONS BY OTHERS (TYPICAL ALL NURSE CALL CABLES) RESIDENT CALL SYSTEM RISER DIAGRAM NOT TO SCALE LEAVE 12'-0" MINIMUM OF SLACK CABLE AT SERVICE LOCATION AS REQUIRED FOR TERMINATIONS. CABLE, TV TERMINATION BOARD FINAL TERMINATIONS AND EQUIPMENT IN EQUIPMENT CLOSET TO BE COMPLETED BY SERVICE PROVIDER 4" CONDUIT FOR CABLE TV SERVICE FEED GROUND SYSTEM BACK TO ELECTRICAL — SERVICE PER NEC 800.100(B)(1) TELECOMMUNICATIONS BACKBOARD TERMINATE ON 66 BLOCKS FINAL TERMINATIONS AND EQUIPMENT — IN EQUIPMENT CLOSET TO BE COMPLETED BY SERVICE PROVIDER 4" CONDUIT FOR TELEPHONE SERVICE FEED NOTE: THE RISER DIAGRAMS ON THIS SHEET ARE CONCEPTUAL AND SHOW ONLY GENERAL STRUCTURE OF SYSTEMS. NOT ALL DEVICES, EQUIPMENT, WIRING, ETC, ARE SHOWN. ONE (1) 4" CONDUIT SPLITTER LOCATED IN EACH ROOM (TYP.) T REFER TO INDIVIDUAL UNIT PLANS FOR EXACT NUMBER OF OUTLETS PER UNIT AIV ROOM GROUND SYSTEM BACK TO ELECTRICAL SERVICE PER NEC 820.100(8)(1) TYPICAL CABLE TV RISER NOT TO SCALE NOTE: THE RISER DIAGRAMS ON THIS SHEET ARE CONCEPTUAL AND SHOW ONLY GENERAL STRUCTURE OF SYSTEMS. NOT ALL DEVICES, EQUIPMENT, WIRING, ETC. ARE SHOWN. ONE (1) CAT5e CABLE PER UNIT LABEL CABLES BY ROOM LOCA TION / ROOM # �— SPLITTER LOCATED 1N EACH ROOM (TYP.) ONE (1) CAT5e CABLE PER ONE (1) CAT5e i EACH TELEPHONE; DROP CABLE r KITCHEN AREA BEDROOM AREA AN ROOM TYPICAL BUSINESS/ COMMON !. TYPICAL RESIDENT ROOM AREA LOCATION TYPICAL TELEPHONE CABLING RISER NOT TO SCALE ELECTRICAL SYMBOL LEGEND a011ESYMBOtSANDABBREVARONS ON THIS LEGEND MAYNOTBE USED HOMERUNL`._.I (2#12, 1 #12 G UNLESS NOTED OTHERWISE) DUPLEXRECEPTACLE. MANUAL PULL SM7701V INDICATES2PHASE, 1NEUTRAL, AND 1 GROUND CONDUCTOR 3# LINE THRUDEVICE/NDICATESABOVECOUNTER OD CEILING SMOKEDErtCrOR HOMERUN INDICATES SHARED CIRCUIT HOMERON DENOTES #10 CONDUCTORS THROUGHOUT CIRCUIT IG DUPLEXRECFPTACLE WITHISOLATED GROUND (S/MPLEXAND OUA:GPLFX $1WLAS) s DUPLEXRECEPTACLEWITH rOPHALFOFRECF'PTACLI= SWITCHED AT WALL SWITCH OD 120V in : �r y 120 VOLTCE/LING SMOKEDETECTOR. INTERCONNECT WITH OTHER DETECTORS ONL VAS SHOWN ON PLANS. DUCTSMOKEDETECTOR OVERHEAD ELECTRICAL QUADPLEXRECEPTACLE S/MPLEXRECEI'TACL_F OH DH HEATDETECTOR DOORHOLDER OHE ---- UGE --- UNDERGROUNDELECrR/CAL TELEPHONECONOU17' 50R SPECLRECEPTACLEWINB'MACONFIGASNOTED IA 'p 175 STROBELIGH T WITH CANDELA RA TING. 15cd R4 TING UNLESSOTHERW/SE NO TEDONPLANS. TELE ---- UGT --- UNDERGROUND KFIEPHONECONDUIT ® CEILING MOUNTED RECEPTACLE I 30 CO, 14,9INAtr0�11' OR.N/STROBE W/TH CANDELA AA TING, 1.50d R4 TING G'N'ESS OTHERWISE NOTED ON PLANS FLUORESCENTLIGHTFIXTURE DOE RECEPTACLEIDE VICE MOUNTED /A' TOMBSTONE" R RELAY LIGHTFIXTURE ONEMERGENCYPOWER 1G SINGLE GANG FLOOR BOX (2,, 3, 4 GANG SIMILAR) F � FIREALARM CONTROL PANEL FLUORESCENT STRIP FIXTURE OJ JUNCTIONBOX ° LF jP F.IREALARMANNUNCIATOR PANEL Q Q SURFACE/RECESSEDLIGHT FIXTURE Q TELEPHONE OUTLET (SINGLE -GANG BOX WITH (1) 3/4'CONDUIT TO ABO VEACCESSIBLE CEILING) FAEC FIRE ALA17M E,"TENDER CABINET WALL-MOUNrEDLIGHTFIXTUAT LINE rHRUDEVICE/ND/CATESABOiVE COUNTER M ZONEADDRESSA&EMODULE ❑- I] POLE-MOUNTEDL/GHTFIXTURE' DATA OU TL ET (DOUBL E- GANG BOX W/TH(2)314' CONDUITS TOABO VEA CCESS/BLE CEILING) , jAU I INDIVIDUAL ADDRESSABLEMODULE ® EXITLIGHT TELEPHONE/DATA 0UTLET (D0UBLE-GANG BOXW/TH (2) 3/4"CONDUITS TOABOVEACCESSIBLECLG;) m WF WATERF1001 WITCH BATTERYOPERQTED EMERGENCYLfGHr(WALLMTDJ © TELEVISION OUTLET(SINGLEGANG BOXWITH(1) 314 -CONDUIT TOABOVEACCESSMIECEILIA16) a TS TAMPER SWITCH ©I BATTERY -OPERA TED EMERGENCYLIGHT(CEILINGMTD) O3 70VOLTSPEAKERON2-W4 TTT.AP(CEILING-MTS) I KITC�fENHOOD FIRE SUPPRESS/ONSYSTEMPANEL WALL -MOUNTED COMB/NATIONEXITLIGHT/INDICATES BATTERY-OPERATED EMERGENGYLIGHT WALL SPEAKER KIrCHENHOODREMOTEPULL STAT/ON LIGHT SWITCH - SINGLE POLE SO 8 - OHM SPEAKER (CE/LING MOUNTED) ARA ARFA OFPESCUEASSISTANCE STAT/ON 3 LIGHTSWITCH-3-WAY VOL UMECONTROL (BY0THERS) I RA AREA OFRESCUEASS/STANCEMASTERSTATION 4 LIGHT SWITCH 4 WAY ® MICROPHONE OUTLET (SINGLE -GANG BOX WITH (1) ,14"CONDUIT TO ABO VEACCESSIBLE CEILING) ARA I AREA OFRESCUEASSISTANCEPOWER SUPPLY ° $K LIGHTSWITCH-KEY ❑i PUSHBUTTON No RESIDENT CAL LRECEIVER LOCA T/ON D LIGHT SWITCH- DIMMER DISCONNECTSWITCH. SIZE, NUMBER OFPOLES. AND FUS/NGAS INDICATED ONPLANS IG WG ISOLATED GROUND cUR1VI5HFIXTUREIDEVICE WITH W/REGUARD �PL LIGHTSWITCH-PILOTLIGHT COMB/NATIOND/SCONNECT SWITCH/MOTOR STARTER WP OrFI WEA7HER PROOF GROUNDFAULTlNTERUPT T LIGHT SWITCH - TIMER ® TOGGLE -TYPE THERMAL MOTOR PROTECTION SWITCH EM NL EMERGENCYFIXTURE/DEVICE NIGHT LIG'4T $M WALL MOUNTED MOT/ONSWITCH SURFACEPANELBOARD CAA TO Cf1pRDINATE'EXACTMOLINTINGHE/GHTOFDEVICE TAMPER-PROOFDEVICE ® CEILING -MOUNTED MOT/ON SWITCH = RECESSED PANELBOARD Sr CIRCUITFOR DEVICEIS PROTECTED BYSHUNT TRIPBRE4AER, RE. PANELBOARD SCHEDULES. RCS 1 REMOTE CONTROL SW/TCHASSCHEDULED DISTRIBUTIONPANELBOARD TC TIMECL0CK- REFER TOPLA NSFOR ASSOCIATED REMOTE CONTROL SWITCH SWITCHBOARD, FEEDER/MAINCIRCUITBREAKER SECTIONAND DISTR/BUT/ON SECTION. 4 FINISHCEILING _; ___- _ w----------------- ..__.--- _.____.__________..,__...-_...._-.___._____________� j CEILING MOUNTED DETECTOR ?� 90"--- ------------- -- — — �HORN DO NOT PLACE m DETECTOR IN STROBE HORN/STROBE THIS AREA WALL -MOUNTED DETECTOR 68" —�-- NON-ADJUSTABLE THERMOSTAT ----------------------- i ✓`l WALL -MOUNTED OPERABLE DEVICES WALL PHONE JACK WITH SIDE ACCESSIBILITY 48"-- ---- — ----- ----- ! ® ® ® PUBLIC PHONE PULL STATION i i I 40"� — — — — — — — — — — — — — — — — — — — — — — ABOVE COUNTER DEVICES. COORDINATE WITH ARCH. ELEVATIONS AND CABINETRY ® ° — SHOP DRA WINGS. — 16" -t-- — POWER/COMMUNICATIONS DEVICES AND CAN OUTLET DEVICES AND SYSTEMS FURNITURE OUTLETS MOUNTING BRACKETS 3 FINISHFLOOR ___ _. GENERAL NOTES: POWER/COMMUNICATION DEVICES: 1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE OUTLETS SHALL BE LOCATED AT 16° A.F.F. TO THE TYPICAL UNLESS OTHERWISE NOTED ON THE PLANS. BOTTOM OF THE BOX. ABOVE COUNTER DEVICES SHALL 2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL BE LOCATED AT 2" ABOVE THE BACKSPLASH OF THE CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF COUNTER TO THE BOTTOM OF THE DEVICES. VERIFY ANY CONFLICTS. WITH ARCHITECTURAL DETAILS. VISUAL FIRE ALARM NOTIFICATION DEVICESTS S(STROBE) WALL—MOUNTED OPERABLE DEVICES: LOCATE DEVICE SO THE BOTTOM OF THE DEVICE IS AT 80" OPERABLE DEVICES SHALL BE LOCATED AT 48"A.F.F. TO THE A.F.F. (NFPA) OR 6" BELOW CEILING, WHICHEVER IS LOWER TOP OF THE OPERABLE PORTION OF THE DEVICE. (ADA 1993). WALL -MOUNTED TELEPHONE JACKS WITH SIDE ACCESSIBILITY MAYBE MOUNTED UP TO 54"A.F.F. AUDIBLE FIRE ALARM NOTIFICATION DEVICES (HORN) LOCATE DEVICE SO THAT THE TOP OF UNIT IS NOT MORE WALL -MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT THAN 90"A.F.F. AND NOT LESS THAN 6" BELOW CEILING LIMITED TO THE FOLLOWING: (NFPA) ADJUSTABLE THERMOSTATS LIGHT SWITCHES, DIMMERS, CONTROLS, ETC. FIRE ALARM ACTIVATION DEVICES (PULL STATION) PUSH BUTTONS LOCATE FRONT -APPROACH DEVICES SO THAT THE HIGHEST OTHER CONTROL OR "CALL"DEVICES OPERABLE PORTION OF THE DEVICE IS NOT MORE THAN 48" A.F.F (ADA 1993) AND NOT LESS THAN 42" A.F.F. (NFPA). MOUNTING HEIGHTS FOR WALL -MOUNTED DEVICES PHONEJACK (RJ -11) DATA JACK (RJ -45) FACEPLATE TYP. TELE/DATA OUTLET 4" SQUARE x 2-1/4"DEEP BACKBOX WITH ONE (f) 3/4"CONDUIT UP TO ACCESSIBLE CE/LING LOCATION. (JACK TYPES TYPICAL FOR TELEPHONE OR DATA-ONL YDEV/CES) NOT TO SCALE A a 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 115 1 16 1 17 1 18 1 19 1 20 1 21 1 22 IIIIIIIIIIIIIIIIN. 0 =D0 0 IP IL IK IH IG IF IE ID IC Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 393 816 421 1262 fax W*` design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f `111111111►///// `aP• E11200498� �.o . STATE OF "10NA',/'9 L �n ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By DC Checked By DET Electrical - Details 96001 Project Number: 2013.000 © Copyright 2013 0 0 Cn Cz U I U U) rl 0 0 N E U 0 0 0 U U U) Z) `1I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 14 15 16 17 1 18 1 19 1 20 1 2122 1 23 1 24 _ Handrail (06402) 3 118 ' 54.01 3_ 3'-2" 4 L Li - CI -9 3/4" 24'-8" co 24.0 3l4 7' M 1 p N j 13 ttl LEJU 1 l I i I - _ - co - t I \ I ---- i!!'; n Fire -rated chase for c� G11 Unit S8 , .' 200 2 3 r- ! ��a I a!I fireplace flue. -------- \5-9.06) Accessible �- 2 Corrid Unit C _ I, I ,S .2001.2.. 203 T Future door opening I '4'_1 1/ between adjacent 'C' and �' -- E 2 �� �LB ��; 'S2' units. Re: Structural 2 0 0; N for header information. lk- (As)- - - - - - -- - 1 r i 3 4 3'_0" I17 BV .._l 2�1 Co ILL l , , c� uiw 1 A 2 - I Unit S2 0 j19 l - fi 50.03 Railing (05721) ■_. _._._._ _._._. ;-.-.-.__ . ---- _ __._--------. -_-= - G 13- • �I ---- - T 42.01 ' I 17`-7 3/4" 6'-4 3/4" 1 13'-11 1/2" 19'-6" (1 1 N A7 { 1 4 r 5 0 1 i �_ �, lev - - �Cs� _ -- — '� - — 7 7 ; -_ i;� L- ! ,; 5s� �7) (Ds)-_/ $'-0i3 'Fire extinguisher/cabinet — - — - - - I -i I -------- -- - - --- --- -- ---- ------ ----- - - ---------- --- - --- -- ----------------- 4L -- ------ r` (10522, 10523) 08 / 54.01 \ 52.06 A20 ; --- - \_, 4 ---- 46 ! cn ESS }- ii X2 1 Sky 1'-2" 11-03/411 talr-j ' - 5A1 - - - _ - L9 ` - Lounge �F 14 = S201 10 F s }- fi 4 �r , 4s) 8'-0" 3'-1 1/4" 4'-10 3/4" 11 I KGs C219 31.06 _ _ _ I 1'-0" «, 3'-3 1/2" 30"x48" forward r- - - - -I - - - - - - - �, �` - approach at sink 5 i—--------CID- Sk Deck 3,-0 3/4° ------- ZY, 5a Mirror (08800) 21 Y — 1 5 -4 3/4 5 -31 /2 8 -7 3/4 _0 50.08 � ! X201 (Hs) - T - 1 - ® - - - - 5A Line of cast stone mantel Toilet C? o - .r Q T - -- A6 L 4 above, Carmel Style Paper • C214 5 ! ! �LO r` �� �" t4 - Towel/Waste — -. _ Main Hall 1 «> I - = A6 -, dispenser (10801) - - - --- �� j (- } m ; 45.04,,P'\ '• -f i I 21 Green P 1 -/ I I !I I v ---- - +- Grab bars (10801) B D r' HS o 31.02 �Js - - - House r --f � � � , I I�,,,� � I � `'' ;� Nis 52.04 I / 60" Dia. clear _ I C218 I m u ;5A ! \ floor space (Ks' - - - - - - �� Gas fireplace (10305) r - - - ►------ c?` (Ls 7A ti---- --------- �I I r-' , o 1 A 14 U i o= __ __ - ....._. 1 m A „ 31.06 p ; J2 52.06; `� A9 5A', Cast stone hearth 81-011 24 -2 �� 7'-8 1/2" N 24'-8" (10305) 44.04 L 0'x66" clear at toilet (Ms} -------- -- - ll - - -- -- - - - - -- 7A Toilet tissue dispenser (10801) 1 N14 Vii' a' —' N9 0 4B '- 3 = 21 T - - 54,0 r 6 F14 PLAN 54.06 � I A M I Enlarged Fireplace Plan Main Hall C211 F1$ Enlarged Plan Toilet C214 Community �' 4 Wellness I 31.06 1/4" - 1'-0° _ NORTH �, - 0 i' 2' 4' 31.06 1/4 - 1 0 0 1' 2' 4' Room Center _ -_-_ _ _ C217 2'-11" C212 1 T ; o � o r 3-1 1/2 co l ch I , " _ a - n i_ " I _ $ -2 3/4 � �" 5 5 5 6 3/4 4 11 1/2 C.0 i co 0 � ��') ' ! 3\ 1 3'-0" ! �� Sky Handrail (06402) 52.06 _ I-�- p C\, Sim Lounge �r �D21 J 18 / 1'154.01 - 1 ` '� P 1 CD J 31.02 A11 0219 0 4BI 2 r - — - — - — - 5 G1io r o -5 cv 1 i �A21 4 2 01 l _ i + — J7 52.07 c� a \ ► _ ------------ -- - Salon \ co 5 I 21 C216 4' - 10 3 21 21 1 — Q - 5A O 5A c co T- _F57 �r � �, 9 -43/4 LO mO - Ns — --- C\1 iO 21 21 `n 3'-0 (� -- -- _4-- 1 r- U - - Firextinguisher/cabinet e �, �� I I -I; d -co Al CO M (10522, 10523) h, Corridor 1 4 �, � Mass a �, ® - -- _---- co 4--i Q8 / 54.01 46 C204 ^C21 `"' _ Q® E7 °O _H K Ctl } II ------�3\ Toilet � a, r 52.06 A5 r �� Green 3 -7 121-611 CD r �a C215�i C214 House - '��06) rIr T ' d 1 4B 7A �r `D � C21$ Q R=1 , i R=1 Ps , 20 _ � I E15 N A13 4 F 13 l 6'-3 1 /2" 8'-0" 10'-4 1 /2" T 21 B §B. R=4" 1--�- R=411co IT 54.07 �� N T Al N 1- F 18 54.07 i D Community 42.02 �'6! � C 217 Room 1 0 41-811 1 -0 0 E20 r 3 lJ El Dimensioning Notes: 52.061 Dimensions are to face of wall framing Refer to enlarged unit plans for additional dimensions and information I, Al Second Floor Plan - Area B PLAN A14 Enlarged Plan -Community Room C217 PLAN r --- L < NORTHNORTH 30.02 1/8" = 1 '-0" 0 2' 4' 8' 31.06 1/4" = 11-011 0 1' 2' 4' 1 1 0 1 4 I A G F 7 R q in ii 17 i4 1A iF iF 1 17 iR IQ 711 91 KEY PLAN 1 Iti 1RE 1© lr IN 19 IL 1C 11 - fro IF lC M1; JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ����1Nki11llllJl/���! S T F19 AR11200135 �= STATE OF %fr /� � D I AN IT ,�� 3.12.11 09:05:20 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 A Addendum #1 23 September 2013 v ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By Author Checked By JBT Enlarged Second Floor Plan - Area B ■ Project Number: 2013.037 Cc) Copyright 2013 I n n A 9 lU 11 12 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 Dimensioning Notes: �- - Dimensions are to face of wall framing �3T4s) Refer to enlarged unit plans for Handrail (06402) additional dimensions and information 75 118 / 54.0 R 1 20 7A T u I � � T ��-�y11T I N C) C) li O N ® 32'-6 1/2" 241-811 o Unit D7 Unit D � 240 , ;'2g1 Future door opening between } - - � adjacent 'A' and B2' units. Re: r'^ r Structural for header information. T ) 1 A6 I 50.09 C:) _ II Meds- s� � / 3 4'-1 1/4„ i� „ 1 i i r , n ,r n u " u u , u n n n n u u " _ _ rr _ - _ L _ _ - 1 /2 � 7 -4 7 8 �- 8 4 � 7 8 8 -4 8 10 10 -8 1 /2 �- 7 11 �. 11 41 /2 �• 8 4 � 8 4 � 8 4 � 4 -8 1 /2 4 8 1 /2 7 -4 3/4 .� 3/4 �. n y , I t I 1`-3 3/4"- '17'.6 l4" A44131 �� ac I I I 31 3/4 .6 1/4 10 9 - b -4 3/4 7 -7 9 -4 ac 16 0 16 16 -0 19 -8 1 `- b Y 4 , t 23 -4 J 0 9 8 16 -0 9 u �, , m -- Elec lev / ' 1 i _ F `Rs) - - - - -- 4 - I - --- 52.06 { J Unit A Unit A Unit A Unit B2 Unit B2 Unit A 'j� _ - r i � 4C � _ i 'r 9 4 Unit E _ _.! i -- ! { 22 �' 50.08,: 256 254 ��� 252 250 ac % 248 246- 266} `' 1 , . -- 4c act Unit C 4 - - 1 04y - - y 244 - P C\Jl -- - -- -- - --- — ,II N f { _ 461 �� a iC? 22 22 , I , S T- — — ❑ ❑ ❑ ❑ ® ❑ ice— JI a � %• r---_-___ = I , :� 6 � 0" ' 'I � \ ,! .i' � - �_a!t� � I � R _ - ' I , C7 �-� iL __ . , i I -- __ .._ . ._._._.-._._— - �_ a ! T - 0 ' I� Men Women Stair 4 ! i Trash { C224 C225S204 Stair 5 266 - - i --_. r� (� I _ �I A X227 II 11" t� 7' 5" 9 3/4 6 � � I � ` r" " i I O �. _ - _ ,._ .__ r= --- 20 25s ' 254 ® a II 252_ — - 250 ad., '241 2A J I� _to- Al A 1 - ` - - - — - — - — " �2A8 2A6 ��22 c� A A A A � 4cl 1 4 114B Si11 2 ��� � � Fire xtingulsher/cabinet - 2a Fire extinguisher/cabinet 4c 1'�4 _ acl 4C µ K7 2 q1 52•os Ai Fire extin ulsher/cabinet ® Handrail (06402 N y A ®• �~F r (10522, ) Aj52.03 54.07 2A °O 2A °B -I, 146 (10522. 10523 �- 31.01 �(10522, 10523) 52.03 Al ! ac Corridor U18 54.01 ) 10523 - 101, I 1,. ,,n_• i UA 2 oo I 4c C221 2A 4D Q8154.01 ��i I _ r, I 1 4 ) 2A 2A � � � Q8154.01 � 4c 08/5401 . 2A5 263 497 2A1 `2A9 - - - - - 2A7 a 2l♦5\ _. 2A3 2A1 _ 2A9 A 14%.�J 1-11" I 'l i'i !_.. __ __� — l_� 1 11 ;\ A III` e'IL1767 � 1 y l 'l 1' I { PI } li I I I I I } I I ❑ ----------- - ❑ 25 -0 ---- - --- ❑'' El-... - �i . -. _.-...-.-. - 1771❑ --.........................---- / L ; - 45.04 = _ _._._ - - _._.__ __-- -- 1 = nit C = U Unit A U T Unit A j N Unit D a Unit B2 Unit B2 � Unit D Accessible 265 T 263 297 Unit A Unit A Unit A Unit A 253 251 `� 249 245 9 4 ,,--- 3' 1 1/2" 261 ac' 259-1 4c 257 4c 255 4C 9 1/4"-, 15'-6 1/2" 16'-0" 25'-0" ! 16'-0" 161.0" 16'-0" 16'-0" ac'19'-8" 4c 19'-8" 4c 25'-0" 23'-4'" - ---- ------ 1 Fire rated H I, H a � I 1 4. 7 chase for _ 3�3. / E 14� I „ -J i 5 0 � . I � - -� , �— __ 8 -0 _ � 8'. 0 ®- 11 -5 1/4" 1 fireplace fl a ��, 31.04 t_._._._._._.-_.--. 3'-9 3/4" 7'-11" 9' 2" $'-8" 5'-$ 3/4" 11'-8" 5'-8 3/4" 8'-8" 9'-2" 7'-11" 7'-5 3l4" 8'-4" 8'-4" 8'-4" 8'-4" 10'-7 3l4" 7'-11" 11' 5 1I4" 10'-0" 12'-6" 6' 61/2" 4'-8 1l2" 4'-8 1/2" 7'-4 3/4" 6'-61/2' CL CL CL CL CL CL CL CL CL a 3-5 1/4" 3'-51/4" � Future door opening between Ni Future door opening between adjacent'A' and "B2' units. Re:(N13 ad' 42.03 acent Wand A units. Re: �� s Structural for header information. Structural for header information. 42.01 F1 Second Floor Plan - Area C1 PLAN 30.02 1/8" = 1 '-0 0 2' 4' " <— NORTH ---8 - ----- CV T C) UJ 31 n 4 A G L2 7 Q O 1(1 11 i7 i4 1A iG in 1 17 1 14 1 in on 71 77 —�, T L+J I El n N KEY PLAN IQ IP �1► IL IK I IG IF IE ID IC �: 7,) I 7A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insi9 m i n i ht.cot Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer weihe Engineers 10505 N• College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0XIIu tttti�l���i IX,{i� �Q f AR11200135cz_ STATE OF 09:02:45 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 i 1 , Addendum #1 23 September 2013 L ASI #1 31 October 2013 `�. CCD #1 10 December 2013 Drawn By Author Checked By JBT Enlarged Second Floor Plan - Area C 1 ■ Project Number: 2013.037 `o) Copyright 2013 1 1 2 1 3 14 1 5 I6 I7 I8 19 110 111 112 113 114 115 1 16 1 17 r18 I19 1 20 121 122 123 1 24 Is PI All N 4'-0 1/2" � 8-4" J= I !=': it Mt.* N F 0 F11 w; w - Is C F4, fJi b A 1 12 13 4 PLAN �ORTH 7 10 14 nature UWI Upt:l fit 1c� UUMMI I UILIJicera 'A' and '132' units. Re.- Structural for header information. 16 1 17 I- utul tp uuui VFC1 III IV ulumcul I adjacent'N andN units. Re: Structural for header information. M Carmel Senior Living N. SW quadrant of L%th Street and Illinois Street 1/4" Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Is KEY PLAN 23 24 Z G AR112001350 STATE OF D A F IT hil.. 3.07.11 16:43:17 -05'00 ISSUED FOR: 100% Construction Documents 11 July 2013 E ED N r 0 Dram By Author Checked By JBT Enlarged Second Floor Plan - B Area C2 31908 A Project Numbe.r pCopyright 2013 Gastinger Walker Harden + BeeTriplett Buck Architec hire I Interior Design I Constmction Management N 817 Wyandotte .......... Kansas City, MO 1E4105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D_ Campbell & Company, InG_ 4338 Belleview Kansas C4, Missouri 64111 816.531,4144 p' 8165318572 f L -4J Mechanical I Electrical I Plumbing Engineer Pearson Kent WKinely Raaf Engineer,, LLC 8801 Ballentine, Suite 200 Civedand Park, Kansas 66214 9134922400 p / 9 13.492-2437 1 Civil Engineer Wejhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1 317843.0546 I Food Service Consultant _J Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 ning 913.362-1800 p / 9133622609 f KEY PLAN 23 24 Z G AR112001350 STATE OF D A F IT hil.. 3.07.11 16:43:17 -05'00 ISSUED FOR: 100% Construction Documents 11 July 2013 E ED N r 0 Dram By Author Checked By JBT Enlarged Second Floor Plan - B Area C2 31908 A Project Numbe.r pCopyright 2013 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Washer ` 3s 4s Ike cq rA14 1 3BB7 1 42.0 305 4'-4" 10'-21 /4" 71-61 8'-611 7'-6" 10'-5 314" rL 91-2" 4. 15'-2114" CL 8'-9" 15'-2 3/4" � 10'-0" � 10'-10" rL 14'-21' rL 101-10" W-2112"1. 7'-31 � 11'-8® � 6'-6112" 10' 3184" 16'-01 16'-0- E24 13 2 314" CL 12'-0" rL 12f-0" CL 111 2 3/4" q. 12`-00 CL -5114" 1 R - r I I 31.04 -13/4" 4'-1 31 ", s 21 4'-7 2 • - • - , ra -- ---- --- - - —.—. —. - Dryer C 1 .. ' I is s 1 — 4C f r _ 310 310 , C 1 306 1 B 1 P20 16'4 18`-0" . .—.—.—. 50'-0 .—. 341-0" . — 318'-01 614" n Q ' Unit AB Unit B Unit DD 31.0 Unit F 1'- - - 112" i I Unit ❑ 316 I I 312 310 3 306 -9304 i IUD L _ 3 II LJ -_ M, l - ■ C JCS]I I LOW SOLD,I NEI �Al - ® ar t#J 1l m .J i .# - '�y' - # .'.# # (10522,10523) �i.J.i. - xting # • ii r .r i `r J18 54.01 413• Q8 54.01 �_�� � .� a , ��. v ■ ■■ i i■� � � ■rte■ ■ 1 ���� tib Elec-- 131 110 pj LJ 41 Ell in C305 CF) l !' ® m ® I ® ■■■■�CN l5ZG4# i Q35t�Ovt 0 N F E Future door opening between adjacent'A' and'D' units. Re: Structural for header information. 3 N1 Washer ` Ike cq 1 3BB7 1 305 111451' jl ; t' 6 3 ! 1 ra g Dryer 4C I 121-011 I 1 I I (11451) 11 3 1 -■- P24 --- 31.02 12€_01I IUD L _ I Handrail' (002)--'f 21- 91 /4r1 ," 9'-3- 2'-9114" 8'- 1 3/4 J 18 154.01' 3'-2- T-2" 11'-8" 3'-11 1/2" 6'-0112" 14'-4114'' 8'-9" VmO 314- 10'-0" 9'-7" 51-1" 6'-91/2" `L rL rL 1 Third Floor Plan- Area Al PLAN Future opening between adjacent `D' 'D' <— and units. Re: Structural for J 30.63 118" =1'-01 cI 2, 4' NORTH s,, header information. 0 N F E Future door opening between adjacent'A' and'D' units. Re: Structural for header information. ca... _.. . L Al Third Floor Plan - Area A2 d A 30.03 1/8" =1'-0" 0 . 4, s. 3'-6112". 7'-6" PLAN kRTH _r I"....2'_4 1/2" I ueulV uuvt VFV1 I 1 uiulfv, uvtvt uputIII t- vCINVV"'r.1 adjacent 'C' and 'C' units. Re: adjacent'A' and 'D' units. Re: Structural for header information. Structural for header information. — 16 17 l8 1 9 1 10 1 11 1 12 113 114 115 1'16 117 im Me 19 12'-4 314" El L 6-6 6 -6112 W 0_0' 21 22 ensioningNotes: - Dimensions are to face of wall framing - defer to enlarged unit plans for additional dimensions and information KEY PLAN 23 24 Carmel Senior Living SUV quadrant of 1�Skath Street and III inois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC A Gastinger Walker Harden + BeeTrlpett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob Cl- Campbell & Company, Inc - 4338 Belleview Kansas City, Missouri 64111 816.531-4144 p 1816-531-8572 f L Mechanical Il Electncal if Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine,. Suite Overland Park, Kansas 66214 913.4922409 p' 013-492-2437 f K CMI Engineer Weihe Engineers 10505 College Avenue Indianapolis, IN 46280 317.846.6611 p 1' 317-843.0546 f J Food Service Consultant Santee 1 Becker Associates, LLC 6701 Squibb Road, Suite 101 Mission, Kansas 66202 913:362-1800 p i 913-362-2609 f H G�a.���ST�9 AR11200135 STATE OF -C HJ1 T Fj.-� 13.{1.11 ��-- �` 16:43:55 -135'04' ISSUED FOR: 10i1% Construction Documents 11 July 2013 E I FQ Drawn By Author Checked By JBT Enlarged Third Floor Plan - B Area A ■ A Project Nurnber 2013-037 Copyright 2013 Ike cq ca... _.. . L Al Third Floor Plan - Area A2 d A 30.03 1/8" =1'-0" 0 . 4, s. 3'-6112". 7'-6" PLAN kRTH _r I"....2'_4 1/2" I ueulV uuvt VFV1 I 1 uiulfv, uvtvt uputIII t- vCINVV"'r.1 adjacent 'C' and 'C' units. Re: adjacent'A' and 'D' units. Re: Structural for header information. Structural for header information. — 16 17 l8 1 9 1 10 1 11 1 12 113 114 115 1'16 117 im Me 19 12'-4 314" El L 6-6 6 -6112 W 0_0' 21 22 ensioningNotes: - Dimensions are to face of wall framing - defer to enlarged unit plans for additional dimensions and information KEY PLAN 23 24 Carmel Senior Living SUV quadrant of 1�Skath Street and III inois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC A Gastinger Walker Harden + BeeTrlpett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob Cl- Campbell & Company, Inc - 4338 Belleview Kansas City, Missouri 64111 816.531-4144 p 1816-531-8572 f L Mechanical Il Electncal if Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine,. Suite Overland Park, Kansas 66214 913.4922409 p' 013-492-2437 f K CMI Engineer Weihe Engineers 10505 College Avenue Indianapolis, IN 46280 317.846.6611 p 1' 317-843.0546 f J Food Service Consultant Santee 1 Becker Associates, LLC 6701 Squibb Road, Suite 101 Mission, Kansas 66202 913:362-1800 p i 913-362-2609 f H G�a.���ST�9 AR11200135 STATE OF -C HJ1 T Fj.-� 13.{1.11 ��-- �` 16:43:55 -135'04' ISSUED FOR: 10i1% Construction Documents 11 July 2013 E I FQ Drawn By Author Checked By JBT Enlarged Third Floor Plan - B Area A ■ A Project Nurnber 2013-037 Copyright 2013 01 -11 l 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 C2S) 3s (4sJ 3 t 3 - F ; It 24'-2 1 /2° - )_ v I 7'-8" 24'-811 Cy') 00. _Q �IL 3'-211 c� ISI ! �, Lj I 1 � Ji Ali R i y i r i ____ _ co 3 3 ` � 3 -0 M Unit C •- A 303 1 E lev _ G1 i �1r?it Sd -------- � � �1 I Fire -rated chase - 1 2 for fireplace flue. Co 50.06 I 30 ��� �� °Equip �i'I '303 ` C309 UP ! B I'�- I �I -. - - — — OP (As)- _ d I _1 ' — �I , l ;I j C30 a -} I I• I_ -- 3 -4 r r C? ! i �� " - Future opening between fr V/ 1 1 1 9 i i adjacent `C' and 'ST I Unit S7 II rev i ! I - 301 _ I units. Re: Structural for CP (13s—_ 3 1 ,� o header information. � OD ' UJI 42� 614 6-9 , 11 T ` A15` tl_ f e _ - I F3 A19 3 \50.091 IeV ' I ° 2A T e 5®.®3 -GL zo �C s}� _.._! __ - 1 1I EI v -0 Fir extinguisher/ Fire Eq ip cabinet (10522, 10 23 , co 4D ,� 08/54.01 c> ' c? !I r Handrail (06402) ~ - rrid r ® - II ,� !! J 18 / 54.01 11-01, j C30 ,,1 (G5}—t;3— C\I I C.") - �_oT J �-, I o - - -1- zo �n I o oI o o (Hsi— - 33 - - - Unit AD L -- I I ! 1,-0„ A6 334 Unit AD -50107 2 2 335 334 ° 1 335 .- - --- - 42.01 0 I I N - ------ LO _ j - _L.J N I 1 E1 50.07 O �� I 1 1 1 3 (MS) - ``' - J i Ln Cl) �- — - — - - — • — - — — — - — - — - — 'n Zi 2AI I 1 o Unit A III Unit A o - 336 33s s 335 337 Future openingCD ap zo Future opening between adjacent �, ! ! 3 A A-3 T- between adjacent 24'-2 1/2" T-8 1/2" 24'-7 1/2" Wand 'C' units. Wand 'C' units. Re: Structural for 1 Re: Structural for `� header information. 3'-4 - r T-4" i 4c 3'-0" header information. T w T� _ _�C o� * �. 3 3 Unit C - o o �! o o J r1Unit C 339 G 1--A -338 B , 42.01 I N l I 3 -011_�o T I T V 11 N ! 0 4C 4C r TT CZ -1 J 1 I �C\J 338 I 339 ' CV �44.04� I co A50 l6 Q0 �r2 1i -� - 4C1 = --�Nk, Fire - -- ----- A ® extinguisher/cabinet ° T o r 4 � (10522, 10523) 08/54.01 (PS)- - 00- -J �13 A13 -. 54.07 54,07 4' 54,07 Dimensioning Notes: 3 Dimensions are to face of wall framing Refer to enlarged unit plans for additional dimensions and information Al Third Floor Plan - Area B PLAN NORTH 30.03 1/8" = V-0" 0 2' 4' 8' A I n I Q I A C 7 Q Q ifl 11 10 1 iQ Future opening between Wand 'A' units. Re: Struc header info) IR HCl A14 Third Floor Plan - Area C1 PLAN 30.03 1/811 = 1'-011 0 2' 4° 8' NORTH 1A I iG I 1cz 1 17 IQ 10 on 71 77 KEY PLAN IP IN 11►VA 1W ICI .l, IC ICO IG IC 1111111111111111111110 IC �C 7'i I 9d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 i€E q 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f S T E'R 2 AR11200135 STATE OF I AQP / �- l`fe1tL,� 13.12.11 09:08:56 -0600' ISSUED FOR: 100% Construction Documents 11 July 2013 /n, Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By Author Checked By JBT Enlarged Third Floor Plan - Area B and C1 ■ Project Number: 2013.037 C Copyright 2013 I n n nA Carmel 9 l u 11 12 1 13 14 15 1 16 1 17 1 18 1 19 1 2u i EPDM Roof (07531) over CBoard Heel proof grate with two Cover access hatch below Attic access walkway. 4'-0" wide X 3/4" Composite Wood Decking times the free area of ( ) Asphalt shingles, (08311 plywood over 2x10 blocking over bottom chord (06730) and Sleepers (06100) drain conductor Rigid Insulation typical (07311) of roof truss. R30 batt insulation under (07210)-'� � I walkway (07210) 40.03 A" R -- -- _ -- ff 6�� -14 3 typical (07311) per foot to drain (07543) gables a1 r/ / B B - (40.04) Note: C2 � C1i,: Al Roof Plan PLAN For details of any Pipe Penetrations Re: --- ---� �-- --1 �--�---j "-- --- NORTH Mechanical/Electrical/Plumbing Drawings � 1/16" = 1'-0" 0 4' s' 16' NORTH A i 1 A G F 7 i2 Q 1n 11 1A 1G 1A 17 la io on 71 177 7Q 9d Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Ito Kansas City,MO 64105 ,' 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Geu$rltt�i��� p =2 AR11200135 =� --tom r STATE OF D I ANS, C Hf i 13.1 .11 09:16:03 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 1 Addendum #1 23 September 2013 ASI #1 31 October 2013 3\ CCD #1 10 December 2013 Drawn By MG Checked By JBT Roof Plan 3PE01 Project Number: 2013.037 Cc) Copyright 2013 O v as E co U E 1 U O CL ti M O co s N E U O O O U i i N M A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 aastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Q Kansas Qty, MO 64105 i ? 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f cep i �B Er �� � T� S T Ria p =� AR11200135 �= STATE OF SND I A� H I T `>> 3.12.11 14 09:13:56 -06'00' ISSUED FOR: ',a Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By MG Checked By JBT First Floor Reflected Ceiling Plan 34001 ---------- Project Number: 2013.037 �C) Copyright 2013 0 U _I N E i tz U E U U 0_ U) r - c+) 0 cri 0 N �I E U 0 0 0 U 0 N i U ZD ;armel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 aastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte �iiE lE. Kansas aty, MO 64105 �iEi 816 421 8200 phone 816 421 1262 fax design with insig ht.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 11i1ti 11 ! 11 !!I/f i !¢� AR11200135 -t STATE QF X1)1 alp 09:17:19 -06'00' ISSUED FOR; '/ Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By MG Checked By JBT Second Floor Reflected Ceiling Plan 34002 Project Number: 2013.037 J Copyright 2013 >W 0 0 .I FD E cz U E r— cY) co 0 N a CDE 0 0 0 U U) .4 n OA 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1L3 Gypsum board soffit at VTAC unit; N1 A 1 4 Typical (09250) 42.02 42.02 R 13' 5 1/2" L 13'- 51/2" 13° 51/2" L Id I`A8 25i r5 1/2" 131 - 5 3/4"'`M11 1.41 R bale. wall to wall bale. wall to wall bale. wall to wall 35.02 ' bale. Wail to wall bale. wall to wall bale, wail, to wall ; � i i 0 0 0 1 u GV N CV CV $ —-- - -- i 77vioi.- ID ------- -L a - zs' _ Z 8FIf� m2" - 0" ---- ® ---__ ® it --- --- I 41-011 41-011 . r. I 077 ILI' I I' a . _._......_ L..._..._._. .... _._._._ .._ .._... _.. . � : , ,. , ,.:. I ..... ..... .- ._.... _.L._._... i 'I I ■ I2'- 0"-�W i _ — % {t� t_ Ell LAY {{ ❑ it a ❑, — I - ---- - i 2F1 ---------- L ---_ -_ i • I .. II �p� ilrI 1 a —� I - 2' 0i1 II 13' A 1 LJ i t a - . a 25'- 5 1/2" 13' - 5 1 /2° 13' - 4'° 0 25' - 5 1/2" I I M Recessed downlight bale. wall to wall bale. wall to wall -- s' - 2„ _ �� �, bale, wail to wail bale: Wall to wall M centered in Gypsum _ =-- �; _ T C3 board soffit (09250); ' Porch ceilings painted #3 Recessed downlight typical Re: Electrical Acoustical Tile Ceiling @ Medium color, typ. (09911) centered in Gypsum 8'-2"; Typical (09511) ---- it (09 50); board soffit 2 - G13 -- � � --� typical, Re: Electrical 42.01 Unit entry Gypsum Porch ceilings painted #3 Medium l_ _ _ _, .' Attic access hatch, L L board soffit @ 7'-9"; color, typ. (09911) � ;r t i 45 minimum rated, Typical (09250) -- f -- 36"06" (08311) 31 0'- 31-011 : i _ - i 42.O�1 K 8' 8' 2" 1, I i; - a Gypsum board soffit at VTAC unit; Typical 09250 -ZEI ❑n'��Ii Yp ( ) - 1 _ I u L E"L ---------------------------- 8'-+- �._._- G 1 Expansion joint TYP - 42'01 H Re: _.; r I t 2" — Unit entry Gypsum board soffit @ 7'-9"; G - Typical (09250) I 2' - Oil - — - - I - � - Acoustical Tile Ceiling @ -+-�- 8'-2"; Typical (09511) F Recessed downlight in Gypsum board soffit o -a (09250); typical t ; 7' -911, _ %J9 8 Re: Electrical r- 35.02 , ❑ . ®;I E ' s�l Attic access hatch. `- 45 minimum rated. ° ° ry s O I Gypsum board, tight to 36"x36" (08311) structure (09250) S C: D s D C C KEY PLAN A2 B B B i I I I I I Al Third Floor Reflected Ceiling Plan PLAN -------- <— A 40.01 1/16" = V-0" 0 4' s' 16° NORTH NORTH A 1 7 A F 7 R q to 11 19 1 id 18 iF 17 iR 1q 9n 21 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte ` Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f %%X%%ttl l l l Ili///Z S TET z� AR`11200135 STATE OF 'IV D 1 A N P *�,N CH�I T�G,`��� 09:16:58 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 12'\ ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By MG Checked By JBT Third Floor Reflected Ceiling Plan ■ Project Number: 2013.037 CC I Copyright 2013 a, z 4 VV LV L I LL LV LT Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas Oty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f i S TER q Q� �O A R 11200135 � STATE OF �f'ir� 9 fD I AN �•C ����4` f�11ig Hf l T fJ 09:17:40 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 y Addendum #1 23 September 2013 12 ASI #1 31 October 2013 Z3!,, CCD #1 10 December 2013 Drawn By MG Checked By JBT Enlarged First Floor Reflected Ceiling Plans 35n0l Project Number: 2013.037 Ick Copyright 2013 0 X I T I&I L 10 1 - 12 13 14 15 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 - 1 23 1 24 J1 Floor 2 - Area C1 Reflected Ceiling Plan PLAN 1 34.02 1/8" = 1'-0" 0 2' 4' 8' NORTH r --- < 0 L? A Fz 0 : Cl M Al Floor 2 - Area Al Reflected Ceiling Plan PLAN ? <— A 34.02 1/8" = 1'-0" 0 2' 4' 8' NORTH 2 13 14 15 16 Center light fixture in room, typ. Acoustical tile ceiling; typical (09511) Attic access hatch. e- 45 minimum rated.�� 36"x36" (08311) Ll 8'- 2"' l ` I �8' 11" -- - 1 Acoustical tele ceiling � g cal 51 _ t ! typi (09 1) ILIJ _ N - - , I _� EQ EQ' — r. — -- - - rC7 --- -- i �,, o III 1'-6' Q EQ 1 °-6" 10 1'-0" CL a i �p U -i r` C w EQ EQ � o a 1 , 8° 11 " 1 3'-0" a 4'-0" w Al CO 1 cUJ � !! r` ,45.04' 1 o Ili 5'-6" 5.6" L+1CE - T o C `T - 11 " crs L H H H H Gypsum board soffit (09250) J9 Floor 3 - Area C1 Reflected Ceiling Plan PLAN 34.03 1/8" = V10 0 2' 4' 8" NORTH F19 54.05 Ja �_T-_ g, I 121011� 2 -0 8 2" EQ_ °- -- ---- typ. ,- . 8' 2., C? Center light fixture in room, typ. L L -- --� -- ----- - i o � 8 =.j 1, �8 2 t F Attic access hatch. 45 minimum rated. 36"x36" (08311) Acoustical the ceiling; typical (09511) A8 Floor 3 - Area Al Reflected Ceiling Plan PLAN 34.03 1/8" = 1'-0" NORTH 0 2' 4' 8' 7 8 1 9 1 10 , 11 12 13 14 W I I � I it ! M 'II zo —31-711 r_ -' 142.01 (.0 co -c—_ lIJ LO Crown mouldingFT1' F4 i 5 .01 o �7' - 11 " ` 2 I , 6 LU 8' CM 10 1/2" 2 -0 E _ ..0 51 211 a 5, 2„ u n i 5-0u 6-11 6-11n 5-0 i� Co 1 - a3 -UJI yam L 1 I 7' 9 ; �L- - -- ------ - -- -JI -e®� 54.05 �I 7I 1 i 8 10 1/2" 12'-10"= 4'-9" 4°-9" 4°-4" L_,C;f 1' l Ii ' � 21.011 L -2' -Oi '_0" t II I IJ _ I 8` 10 1/2" 0- EQ. T-5" EQ. , - -; 4'-0" 8'-7 3;4` 4'-9" - i i, fit I i EQLO . E Q. C.n i � O ® - CL CILIII Y I 1., 1 °i l 8'- 10 1/2" 3,_�„ `--zo s Y - 7 Ijl.. I - II �, cv rn 3-0 _. , r - i � i. l i I 'p II � ISI 9 c� ; . cO ij -8 2" j' 8' 10 1/2" ---_— ' --I i -f- � I 3 i r ZD o -- G 1 "' -+- -- - 42.01 " ® 11 �, ® C:' _ I_ ,. 0 co 1'.6" EQ UJ6111'-6" w �" a 5.0, q- ! o � 9 r 8' 10 1/2" 8' 10 1/2" ! 3'-0"' A19 - 3'-0" i I Liu� a 54.05 � � 8 10 1/2" I I ®T 11" -1 --- ------- F7 - -F7 ypsum board soffit 54.07 Acoustical tile ceiling; Center light fixture (09250) N1 typical (09511) in room, typ. 42.02 E14 Floor 2 - Area B Reflected Ceiling Plan PLAN 34.02 1/8" = 1'-0" NORTH 0 2' 4' 8' 17 it 19 20 Ii 22 KEY PLAN 23 0- M Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 I 24 I •`. Q �` O < =Q AR11200135 STATE OF CH I TEG , F L 8�13.12.11 09:16:35 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 12\ ASI 91 31 October 2013 /3, CCD #1 10 December 2013 X W Drawn By MG Checked By JBT Enlarged Second and Third B Floor Reflected Ceiling Plans ■ A Project Number: 2013.037 Copyright 2013 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N 817 Wyandotte Kansas City, MO 64105 00 ., ;�Ii 816 421 8200 phone 816 421 1262 fax design with insight.com OP M CP C-0Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 Zip 816.531.4144 p / 816.531.8572 f r L U-1 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC W 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 UJI 913.492.2400 p / 913.492.2437 f Q K Civil Engineer LU Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 6 317.846.6611 p / 317.843.0546 f LU Ui Food Service Consultant Santee / Becker Associates, LLC 0 6700 Squibb Road, Suite 101 cv Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f I 24 I •`. Q �` O < =Q AR11200135 STATE OF CH I TEG , F L 8�13.12.11 09:16:35 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 12\ ASI 91 31 October 2013 /3, CCD #1 10 December 2013 X W Drawn By MG Checked By JBT Enlarged Second and Third B Floor Reflected Ceiling Plans ■ A Project Number: 2013.037 Copyright 2013 O U E CZ EI L U CL U) r M C� 00 0 N C I E U O i O U Cn W PHP grille cover. Custom color to match adjacent material. Typical Re: Mechanical Fiber cement trim (07460) 6 �� Fiber cement siding (07460) J i i Fiber cement column (07460) 91" t Brick (04813) C:nInrri,nA Cniifh Claxiafi^n lu 11 12 1 13 1 14 15 1 16 1 17 1 18 1 19 A9 rA6 _ Floor 2 110' - 8 3/4" 100'Floor 1i r7r -0.. :ntry sJ Prefab columns Glazed steel s FihPr r.PmPnt 11 Paintarf 2 Rr;rk vanaar Fiber cement � 9 Glazed steel _i ._! Vinyl window. `— _ Brick veneer Prefab columns (06810) a 1 ■ir!�1r j'a'i Mm ■rr' •wo 2._1 Brick veneer t— _12J Vinyl window. o (04813) Typical (08561) <, Re: Sheet 58.01 V��51 Fiber cement board and ? Brick veneer L�c Fiber cement �$—, Hollow metal door (08110); Re: 11 Painted wrought N 2 L1 Enlarged South Elevation batten siding (07460) (04813) trim (07460) Door Schedule, Sheet 58.02 iron railing (05721) 2 40.01 1/8" - 1'-0" PHP grille cover. Custom color to match 0 2' 4' s' : Mechanical acent material. T ]cal Re Color Legend 1 inish_ Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish- "- Fiber cement panels 21 2---- - ---- ---- - ---- - -- --- 3 _-- ------ -- - - - - - - _ _ - Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire ------ -- 4 Fiber Cement Board & Batten Siding (Darkest field color) -Sherwin 5 (07460) Williams, SW 7619 Labradorite _ 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 -- TO Eave at 3 Story Basket Beige -_ 7 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 19 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors -Sherwin i Williams, 7101 Futon- ---- _ 10 11 12 Vinyl Windows and Sliding Doors - White mo mo L 'r �- Bracket Al / 54.10 nln�nnn��n�������w�����nn�nnmllnnn■■u■■■■■■■■■■■■■.■■■n■■■■..■.. ■... —� Brick veneer (04813) "- Fiber cement panels (07460) K 4 Fiber cement shingle siding (07460) l�ll�_II���IIlnlnl lWINE 11 Fiber cement fascia C (07460) .1; .3" tvp.� -311 typ. J -- TO Eave at 3 Story - Roof -hi h �� nln�nnn��n�������w�����nn�nnmllnnn■■u■■■■■■■■■■■■■.■■■n■■■■..■.. ■... —� Brick veneer (04813) —� Brick veneer (04813) — Floor 2 110 E .8 3/4 Brick veneer (04813) l�ll�_II���IIlnlnl lWINE C --L1 2 Vinyl sliding doors (08561) -� Brick veneer (04813) — _Floor 1 nlRlnl C - -- NUNN NEW M.���0��1���■� INllllllll�lnllnn1111�II11N11�IN��i��NIR1111111�IR11N1111N11n1111n11�11- nln�lnlnl�l llnllnnlnnlll■.m�m lllllllnlnllnn� NMI ON oil�■ _.MOM 0 m�m ME IN WINE �_1211'-43/4" Floor 3 �_ Floor 2 _1110'-83/4" Floorl... �- --100' - 0° r- ,, Y 5 6 7 8 9 10 11 12 13 14 15 16 17 South Elevation Behind Porte-cochere 1/4" = V-0" 0 2' 4' 8' iR 1A 1 9n 91 132'- 1 1/2" 11 Gutters and downspout (07710) slope gutter to downspouts I- 2 Brick veneer (04813) 12 Vinyl window. Typical (08561) Re: Sheet 58.01 I I _Floor 3 G 121 ' - 4 3/4" r 5 Fiber cement board and batten siding (07460) 99 1 9� I PA IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design] Construction Management 817 Wyandotte Kansas C;ty, MO 64105 816 421 8200 phone 816 421 1262 fax design with;nsight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ,,`�1t►1t I I I I ILII//fir AR1120013� �m STATE OF I ANP r��z-qR C H' I T J 09:15:39 -06t 001 ISSUED FOR: 100% Construction Documents 11 July 2013 zj 1 � Addendum n m #1 23 September 2013 p >2`` ASI #1 31 October 2013 zi�_ CCD #1 10 December 2013 Drawn By LS, RC Checked By JBT E levations ■ Project Number: 2013.037 ry Copyright 2013 F —� Brick veneer (04813) —� Brick veneer (04813) — Floor 2 110 E .8 3/4 Brick veneer (04813) C --L1 2 Vinyl sliding doors (08561) -� Brick veneer (04813) — _Floor 1 100' - 0° C 99 1 9� I PA IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design] Construction Management 817 Wyandotte Kansas C;ty, MO 64105 816 421 8200 phone 816 421 1262 fax design with;nsight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ,,`�1t►1t I I I I ILII//fir AR1120013� �m STATE OF I ANP r��z-qR C H' I T J 09:15:39 -06t 001 ISSUED FOR: 100% Construction Documents 11 July 2013 zj 1 � Addendum n m #1 23 September 2013 p >2`` ASI #1 31 October 2013 zi�_ CCD #1 10 December 2013 Drawn By LS, RC Checked By JBT E levations ■ Project Number: 2013.037 ry Copyright 2013 1 12 13 14 15 16 17 18 19 110 111 112 113 G1 PHP grille cover. Custom color to match Expansion joint (07950) 42.01 adjacent material. Typical Re: Mechanical (Ns) (Ps) (Os) (RS1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 124 Al 42.01 3 Upper Ornamental Thin brick at ornamental Chimney R chimneys, typ. 146' -11.r F — Main Ridge n Fiber cement board E I 0 A6 42.01 Thin brick at ornamental chimneys, typ. (04813) (Es) (Fs) (Gs) (Hs) I I F_ 1 E1 Enlarged North Elevation -, Fiber cement `-L7 Fiber cement `LIL Brick veneer Brick veneerFiber cement 1 Vinyl window. ' 1 `-IL-9-11GI'a2ed steel 2 board and batten trim (07460) (04813) (04813) ! trim (07460) Typical (08561 *Mlllll� doors (06810) E 40.02 1/8" = V-0" 0 2' 4' 8' siding (07460) Re: Sheet 58.01 G13 A6 G1 42.01 42.01 42.01 (-E1 L1 \ 40.02 .- r _� �r (�,� �� ,�, D AAs) (Bs),(Cs ;Ds �Es��Fs ,Gs)�Hs) i Js Ks Ls (Ms) ;Ns (Psi �0 02 (Qs) .._._. -. .------_. .-. �.- 1: - -- ---- - ---- _. > ----------- --- ---- -- ---- - I 7 n 1 11 I Y II rl �, fi�, II — ' : 0 12 JSXKL) (Ms) I, 1 D6s T 16_.1 Asphalt shingles (07311) Cupola and Weathervane (07710) Bracket; Typ. �5s H1 / 54.10 ii`•5 t,, yp. I T_ u ------------- L ._._._ _._Yu _- 7 _Fiber cement fascia _ Fiber cement fascia (07460) (07460) 9 Prefab columns (06810) Vinyl window. Typical (0856A ) Re: Sheet 01 _ 1 Brick veneer (04813) 1 Brick veneer (04813) --![_2_ 4 a N1 East Porte-Cochere Elevation to 30.02 1/8" = 1'-0° 0 2' 4' 8' Thin brick at these locatio o 1❑ Ell 0 = —Floor 1��� r _ " ' - - r 13 14 15 10 1 1111 aE D18 Enlarged West Elevation - AL Entrance 40.04 1/4" = V-10" 0 1' 2' 4' Color Legend Co �l I b 3 � 4 Fiber cement shingle Ivoire siding (07460) r 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Upper Ornamental Williams, SW 7619 Labradorite 6 — — _Chimney__,1 146'- .11;r Basket Beige �77 Main Ridge { -- 8 14-3' -11 1/4" 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin F Williams, SW 7101 Futon 10. rf0 Eave at 3 Story 11, - r Roof -highest -------------------------------------------------------------- Windows and Sliding Doors - White 135'- 5 1/2" { / Upper Mech } Well FloorAU \ 133`-7" - TO Eave at 3 0 Stor Roof 131'-1 112" CZ o Floor 3 L. 0 121'- 4 3/4 — TO Eave at 2 0 0 Stor Roof o 120' -1 1/2" ra , Floor 2 11 3/4r' 0' -___8 I L Thin brick at these locatio o 1❑ Ell 0 = —Floor 1��� r _ " ' - - r 13 14 15 10 1 1111 aE D18 Enlarged West Elevation - AL Entrance 40.04 1/4" = V-10" 0 1' 2' 4' Color Legend I, I �l I Thin brick at these locatio o 1❑ Ell 0 = —Floor 1��� r _ " ' - - r 13 14 15 10 1 1111 aE D18 Enlarged West Elevation - AL Entrance 40.04 1/4" = V-10" 0 1' 2' 4' 17 im 19 RE 9 Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street 0 CO CI' Carmel, Indiana 46032 N 0- Q O O Spectrum Retirement Communities, LLC Floor 2� 110' - 8 3/4" 200 Spruce Street, #200 `- Denver, Colorado 80230 P 4 T� Floor 1 Gast i n er Walker Harden o" g + BeeTriplett Buck Architecture[ Interior Design) Construction Management N 817 Wyandotte Kansas aty, MO 64105 `�r,l 816 421 8200 phone 816 421 1262 fax design with insight.com 3� 4� M Eave Bracket Al / 54.10 Structural Engineer Fiber cement Bob D. Campbell &Company, Inc. - panel (07460) 4338 Belleview Kansas City, Missouri 64111 Fiber cement 816.531.4144 pl816.531.8572f fascia (07460) L -- 4 Fiber cement shingle, Mechanical / Electrical / Plumbing Engineer _ , i siding (07460) Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 L 2Brick veneer (04813) 913.492.2400 p / 913.492.2437 f o Civil Engineer 1 --- U Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 I T 317.846.6611 p / 317.843.0546 f ---- ~ J Food Service Consultant J Santee / Becker Associates, LLC m � 10 Asphalt Shingles �- 6700 Squibb Road, Suite 101 - (07311) Floor 3 Mission, Kansas 66202 121 - 4 3/4" ` 913.362.1800 p / 913.362.2609 f - 2 Brick veneer (04813) C H CZ Cn o i CZ - F- �•. w �Ca i S T RAsphaItShingles s G .. (07311) 1 AR11200135 Floor 2 110'- 8 3/4" STATE OF 11_ Gutters and -- downspout (07710) -14H,i TSG�1�t� slope gutter to F t U 13.12.11 downspout -- J '92-I Vinyl sliding doors 09:15:16 -06'00' 08561 9 Prefab column ISSUED FOR: (06810) Brick veneer (04813) 100% Construction Documents 11 July 2013 _ 2 Brick veneer(04813) E Z4 � Addendum #1 23 September 2013 Floor --1 -� 2\ ASI#1 31 October 2013 100' - 0" Z3,, CCD #1 10 December 2013 KEY PLAN 22 23 24 IC W Drawn By LS, RC Checked By JBT E levations B ■ A Project Number: 2013.037 (_C�, Copyright 2013 Color Legend 1 Brick Veneer (Light brick) - Acme, KingSize- Slate Gray, Velour Finish ----------------------- 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 -- 8 --------------------------------------------------------------- ---- ---------- ------------ ----- ----- Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Futon 10. 11, - 12�Vinyl -------------------------------------------------------------- Windows and Sliding Doors - White 17 im 19 RE 9 Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street 0 CO CI' Carmel, Indiana 46032 N 0- Q O O Spectrum Retirement Communities, LLC Floor 2� 110' - 8 3/4" 200 Spruce Street, #200 `- Denver, Colorado 80230 P 4 T� Floor 1 Gast i n er Walker Harden o" g + BeeTriplett Buck Architecture[ Interior Design) Construction Management N 817 Wyandotte Kansas aty, MO 64105 `�r,l 816 421 8200 phone 816 421 1262 fax design with insight.com 3� 4� M Eave Bracket Al / 54.10 Structural Engineer Fiber cement Bob D. Campbell &Company, Inc. - panel (07460) 4338 Belleview Kansas City, Missouri 64111 Fiber cement 816.531.4144 pl816.531.8572f fascia (07460) L -- 4 Fiber cement shingle, Mechanical / Electrical / Plumbing Engineer _ , i siding (07460) Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 L 2Brick veneer (04813) 913.492.2400 p / 913.492.2437 f o Civil Engineer 1 --- U Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 I T 317.846.6611 p / 317.843.0546 f ---- ~ J Food Service Consultant J Santee / Becker Associates, LLC m � 10 Asphalt Shingles �- 6700 Squibb Road, Suite 101 - (07311) Floor 3 Mission, Kansas 66202 121 - 4 3/4" ` 913.362.1800 p / 913.362.2609 f - 2 Brick veneer (04813) C H CZ Cn o i CZ - F- �•. w �Ca i S T RAsphaItShingles s G .. (07311) 1 AR11200135 Floor 2 110'- 8 3/4" STATE OF 11_ Gutters and -- downspout (07710) -14H,i TSG�1�t� slope gutter to F t U 13.12.11 downspout -- J '92-I Vinyl sliding doors 09:15:16 -06'00' 08561 9 Prefab column ISSUED FOR: (06810) Brick veneer (04813) 100% Construction Documents 11 July 2013 _ 2 Brick veneer(04813) E Z4 � Addendum #1 23 September 2013 Floor --1 -� 2\ ASI#1 31 October 2013 100' - 0" Z3,, CCD #1 10 December 2013 KEY PLAN 22 23 24 IC W Drawn By LS, RC Checked By JBT E levations B ■ A Project Number: 2013.037 (_C�, Copyright 2013 L 119 J a G Bracket H1 / 54,10 CL N F1 Enlarged East Elevation —moll Z Brick veneer 11 Painted wrought L 11 Brick veneer 16 i 17 18 1 19 1 20 1 21 1 22 1 23 1 24 ------.-------- --- ---- ---- ----- ------ ----------------- - ---------------- Color Legend. —---------------------- ---- ----- 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish - 2 Brick Veneer (Dark brick)- Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) -Sherwin, Williams, SW 6127 Iv€�ire __-- 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorlte 6 Fiber Cem_e-nt--(_W_indow trim at Lap Siding) - SherwinWilliams, SW 6143 Basket Beige-- ��----^--- ___._.__._._._._._._._._._._. - ----------------------------------------------- 7 Fiber Cement (Window trim at & Batten Siding) ti -Sherwin Williams SW 7604 Smoky Blue —_- 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors Sherwin Williams, SW 7101 Futon -- --- 10 Asphalt Shingle Roofing - Owens Corning Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin Vinyl Windows and Sliding Doors -White Carmel Senior Living Z SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 e 816 421 8200 phone 816 421 1262 fax design with insight.com M •�'■dI�1�N�•••••••—_�.�fl�l��ll�'� .. -r �1u I• �� I " �M MEN •rMal ••l•�!O':- EIS "�� �e�lbll�lll�ll�lll ,--„ ' -� ,� r 701 - I��':�er_ 4338 Belleview ��' -. - 3 - f � _ _ i NI-�. IifN■N1NNNNN)NNIINN:Nr1 PHP rifle cover. Custom 2 11 g Brick veneer Painted wrought 1 ? 1 Fiber cement `5 Fiber cement Stained wood _ Brick veneer ■1® .I-..�� �� Ia color to match adjacent (04813) iron railing (05721) � ;�Iw� ■ �.. Mechanical /Electrical / Plumbing Engineer _—, ��� I II�NI®mm�I'r�S� . 40A3 1/8" = 1'-011 0 2' 4' 8' Re:Mechanical 8801 Ballentine, Suite 200 _Main Ridg t�,... Overland Park, Kansas 66214 t 14311 1/4" �� >�ni.; - L 119 J a G Bracket H1 / 54,10 CL N F1 Enlarged East Elevation —moll Z Brick veneer 11 Painted wrought L 11 Brick veneer 16 i 17 18 1 19 1 20 1 21 1 22 1 23 1 24 ------.-------- --- ---- ---- ----- ------ ----------------- - ---------------- Color Legend. —---------------------- ---- ----- 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish - 2 Brick Veneer (Dark brick)- Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) -Sherwin, Williams, SW 6127 Iv€�ire __-- 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorlte 6 Fiber Cem_e-nt--(_W_indow trim at Lap Siding) - SherwinWilliams, SW 6143 Basket Beige-- ��----^--- ___._.__._._._._._._._._._._. - ----------------------------------------------- 7 Fiber Cement (Window trim at & Batten Siding) ti -Sherwin Williams SW 7604 Smoky Blue —_- 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors Sherwin Williams, SW 7101 Futon -- --- 10 Asphalt Shingle Roofing - Owens Corning Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin Vinyl Windows and Sliding Doors -White Carmel Senior Living Z SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 e 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview 3 FI or M _g_ -I Fiber cement columns PHP rifle cover. Custom 2 11 g Brick veneer Painted wrought 1 ? 1 Fiber cement `5 Fiber cement Stained wood _ Brick veneer 1001-01, M1 Enlarged East Elevation and fascia (07460) color to match adjacent (04813) iron railing (05721) (04813) trim (07460) board and batten fence beyond Upper Ornamental Mechanical /Electrical / Plumbing Engineer material. Typical siding (07460) Pearson Kent McKinely Raaf Engineers, LLC 40A3 1/8" = 1'-011 0 2' 4' 8' Re:Mechanical 8801 Ballentine, Suite 200 L 119 J a G Bracket H1 / 54,10 CL N F1 Enlarged East Elevation —moll Z Brick veneer 11 Painted wrought L 11 Brick veneer 16 i 17 18 1 19 1 20 1 21 1 22 1 23 1 24 ------.-------- --- ---- ---- ----- ------ ----------------- - ---------------- Color Legend. —---------------------- ---- ----- 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish - 2 Brick Veneer (Dark brick)- Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) -Sherwin, Williams, SW 6127 Iv€�ire __-- 4 Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorlte 6 Fiber Cem_e-nt--(_W_indow trim at Lap Siding) - SherwinWilliams, SW 6143 Basket Beige-- ��----^--- ___._.__._._._._._._._._._._. - ----------------------------------------------- 7 Fiber Cement (Window trim at & Batten Siding) ti -Sherwin Williams SW 7604 Smoky Blue —_- 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors Sherwin Williams, SW 7101 Futon -- --- 10 Asphalt Shingle Roofing - Owens Corning Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin Vinyl Windows and Sliding Doors -White Carmel Senior Living Z SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 e 816 421 8200 phone 816 421 1262 fax design with insight.com M _ Floor 3 121 ' - 4 3/4" I _Floor 2 -_� 110'- 8 3/4" G® &QST ",fi'¢`,i'�. AR11200135= -- -- Floor l---- STATE OF 100' - 0" U C U a) CL cA r - co 0 co o B rn CID i N T C rn i a) Al East Elevation L) A 30.01 1/16" = l'-0" 1 2 100 -------------------------------------------------- ------------ — - — - --------------------------------- — - — - — - — - — - — - ' _-F-77V KEY PLAN Drawn By LS, RC Checked By JBT 0 4' 8' 16' 3 1 4 5 0 7 E 10 12 13 14 15 16 17 Re 00 23 24 E levations 40003 A Project Number: 2013.037 CC) Copyright 2013 Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Upper Ornamental Mechanical /Electrical / Plumbing Engineer Chimnev Pearson Kent McKinely Raaf Engineers, LLC 146' 1 1 ° 8801 Ballentine, Suite 200 _Main Ridg Overland Park, Kansas 66214 t 14311 1/4" 913.492.2400 p / 913.492.2437 f K Civil Engineer TO Eave at 3 Story Weihe Engineers Roof -highest `�, 10505 N. College Avenue 135'- 5 1/2" Indianapolis, IN 46280 TO Eave at 3 317.846.6611 p / 317.843.0546 f Story Roof V -.:. -_ _..;.:.... 131' -1 1/2N _ - Food Service Consultant ' Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 - j 913.362.1800 p / 913.362.2609 f _ Floor 3 121 ' - 4 3/4" I _Floor 2 -_� 110'- 8 3/4" G® &QST ",fi'¢`,i'�. AR11200135= -- -- Floor l---- STATE OF 100' - 0" U C U a) CL cA r - co 0 co o B rn CID i N T C rn i a) Al East Elevation L) A 30.01 1/16" = l'-0" 1 2 100 -------------------------------------------------- ------------ — - — - --------------------------------- — - — - — - — - — - — - ' _-F-77V KEY PLAN Drawn By LS, RC Checked By JBT 0 4' 8' 16' 3 1 4 5 0 7 E 10 12 13 14 15 16 17 Re 00 23 24 E levations 40003 A Project Number: 2013.037 CC) Copyright 2013 I 4 A A A --- --------- - - - - - - --------- — --- - ------- ------------------------------------------- ---------- — ---- ------ - ------------------------------- - ------------------------------------------------------------------- Color Legend. 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish 2 --------------------------------------------- - -- — - - -- - - - - - - -------------------------------- - -- - -- - — ------------------------------------------------------------------------ — - - — - - - ---- - - --------- --------------- - - --- - --- - - - - - - - - - - - - - - - - - ------------------------ 3 j Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 lvoire 4 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown C9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Fulton --- ----- ----- --- --- - ------------------- - - - - - ------------------- - - --------------- - - --- --- - - ----- ------------------------------------ 10 11j - 12 1 Vinyl Windows and Sliding Doors - White - - -- ----- --- ------- - - -------- ---- ------------------ - -- ----- - --------------- -------- - 0 - Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, I -I -C 200 Spruce Street, #200 Denver, Colorado 80230 M---- Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com ---------- Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f GE B IE B AR11200135 STATE OF ffji�A C, C E 3.12.11 09:13:28 -06'00' ---------- - ISSUED FOR: 100% Construction Documents 11 July 2013 Z��1, Addendum 41 23 September 2013 A ASI #1 31 October 2013 L3 CCD #1 10 December 2013 Drawn By ILS, RC Checked By JBT E levations 40004 Project Number: 2013.037 J Copyright 2013 1 -_-1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 0 X 0 I M1 Enlarged East Elevation at North Courtyard M 12.01 1/8" = V-0" 0 2' 4' 8' L K J 0 (04813) (04813) 1 17 Bracket; typ. Al / 54.10 18 I 19 1 20 1 21 122 1 23 I 24 door (08110) adjacent material. Typical Re: Mechanical adjacent material. Typical Re: Mechanical (04813) -! ? 1 Fiber cement fascia and trim (07460) TO Eave at 3 Story Roof -highest _� ---- --- -- ----- -------------- --- ---------- ---------.-. 135'- 5 1/2" Hollow metal door (08110); RP,: Door Schedule, Sheet 58.02 Carmel Senior Living 0 G 1 30.01 1 1/8" = V-0" 1 F A am, 0 2' 4' 8' (04813) (04813) columns (07460) trim (07460) siding (07460) (08561) Re: Sheet 58.01 J rN13 42.01 17'- 8" Upper Ornamental q_ 3'-411 3'-411 Chimne I IL 11 ILI I 146' 11 " - - - �- - - T._ , - - - -- - - ` 1 _ J - -� - - =1H -J 1'-51/2 ----- Main Ridge__ I 143'- 11 1/4" _ I I II I I I I I II I I I '�I Fiber cement fascia '._ -- - -1 -j _ I T-- (07460) - 1 - - ; I � 1 ----------; 4 i Fiber cement shingle ---jl I I siding (07460) - I — I 1-+u Ili i i ii 1 1-0 Eave at 3 Story Roof -high -a- -- I- 132'- 1 1/2" '�' ------------------------------ Gutters and v ----13--- _._._.------- ._._.1 ......... ._._.z._.._._._._._._._._._._._._._._._----------------------------------------- downspout (07710) --1; -- o slope gutter to co CL 1 1--1 downspout" --------- ....... -- =_I ...... o a -- Brick veneer (04813) 0c° - ---- i Fiber cement board C. and batten siding o (07460) 11 --- 1 Fiber cement trim (07460) I ------- Floor 3 I 121'-43/4" - �a Al2 E nlarged Balcony Elevation 40.04 1/4" = V-0" 0 2 4' 8' ' 10 k 12 A 1 11,--A k%W J"—r 15 L Al tnlargea 5ouin tlevatlon nlawii aulaccin iiiatviiai. iyNiUai UVVI 1�/VI IV` Re: Mechanical i A 40.02 1/4" = 1'-0" 0 1' 2' 4' 2 13 14 15 16 17 ,VV,/V 1/ 1 IG. VIIVVI VV.V 1 8 1 9 Bracket Al / 54.10 Fiber cement panel (07460) �! 11 Fiber cement fascia (07460) L P Floor Gastinger Walker Harden 110'- 8 3/4" , + BeeTriplett Buck Architecturel Interior Designl Construction Management Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite N � E 817 Wyandotte _-.3- _- Kansas City, MO 64105 typ• 816 421 8200 phone Floor 1 816 421 1262 fax 100' - 0" design with insight.com -- -_- ----- 11_ Downspout (07110) M Upper Ornamental - Chimney % Structural Engineer Bob D. Campbell &Company, Inc. 146' -11' 4338 Belleview Main Ridge A-� �� Kansas City, Missouri 64111 143'- 11 1/4" --- ! - -110' - 8 3/4" 816.531.4144 p / 816.531.8572 f L Painted wrought iron Mechanical / Electrical / Plumbing Engineer railing (05721) Pearson Kent McKinely Raaf Engineers, LLC TO .Eave at 3 Story 8801 Ballentine, Suite 200 Roof -high Overland Park, Kansas 66214 813.492.2400 p / 913.492.2437 f ' 132' 1 1 /2" --- -- -- - --- Brick veneer (04813) K Civil Engineer _Floor 1 lJ weihe Engineers 100' - 011 10505 N. College Avenue Indianapolis, IN 46280 Floor 3 o 3 317.846.6611 p / 317.843.0546 f Lill 121'- 4 3/4" Food Service Consultant Santee / Becker Associates, LLC P 6700 Squibb Road, Suite 101 Mission, Kansas 66202 11 I 'k Floor 2 913.362.1800 p / 913.362.2609 f G 1 30.01 1 1/8" = V-0" 1 F A am, 0 2' 4' 8' (04813) (04813) columns (07460) trim (07460) siding (07460) (08561) Re: Sheet 58.01 J rN13 42.01 17'- 8" Upper Ornamental q_ 3'-411 3'-411 Chimne I IL 11 ILI I 146' 11 " - - - �- - - T._ , - - - -- - - ` 1 _ J - -� - - =1H -J 1'-51/2 ----- Main Ridge__ I 143'- 11 1/4" _ I I II I I I I I II I I I '�I Fiber cement fascia '._ -- - -1 -j _ I T-- (07460) - 1 - - ; I � 1 ----------; 4 i Fiber cement shingle ---jl I I siding (07460) - I — I 1-+u Ili i i ii 1 1-0 Eave at 3 Story Roof -high -a- -- I- 132'- 1 1/2" '�' ------------------------------ Gutters and v ----13--- _._._.------- ._._.1 ......... ._._.z._.._._._._._._._._._._._._._._._----------------------------------------- downspout (07710) --1; -- o slope gutter to co CL 1 1--1 downspout" --------- ....... -- =_I ...... o a -- Brick veneer (04813) 0c° - ---- i Fiber cement board C. and batten siding o (07460) 11 --- 1 Fiber cement trim (07460) I ------- Floor 3 I 121'-43/4" - �a Al2 E nlarged Balcony Elevation 40.04 1/4" = V-0" 0 2 4' 8' ' 10 k 12 A 1 11,--A k%W J"—r 15 L Al tnlargea 5ouin tlevatlon nlawii aulaccin iiiatviiai. iyNiUai UVVI 1�/VI IV` Re: Mechanical i A 40.02 1/4" = 1'-0" 0 1' 2' 4' 2 13 14 15 16 17 ,VV,/V 1/ 1 IG. VIIVVI VV.V 1 8 1 9 Bracket Al / 54.10 Fiber cement panel (07460) �! 11 Fiber cement fascia (07460) L TO Eave at 2 Story - _ Roof -highest -- -- . 125' - ®, 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite TO Eave at --Story_----- � -121'- 1" JJ TO Eave at 2 _-.3- _- _ ----- __ Story Roof _ typ• 120' -1 1/2" -- 4 Fiber cement shingle siding (07460) -- -_- ----- 11_ Downspout (07110) Vinyl Windows and Sliding Doors - White Vinyl window. Typical - (08561) Re: Sheet 58.01 3 Fiber cement lap siding - (07460) --------- Floor 2 --- ! - -110' - 8 3/4" - Painted wrought iron I railing (05721) 2 Brick veneer (04813) s _s --- -- -- - --- Brick veneer (04813) .r7 ..--r. - - _Floor 1 lJ 100' - 011 16 1 17 1 18 1 19 10' - -8- H H Floor 1__ 100' - 0" S G �'� �� G� Color Legend F31 Brick Veneer (Light brick) --Acme, King Size - Slate Gray, Velour Finish Fiber Cement Lap Siding (Lightest field color) -Sherwin Williams, SW 6127 Ivoire 4 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite 6 Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Futon 10 11 12 Vinyl Windows and Sliding Doors - White 20 1 21 22 KEY PLAN 23 24 =� AR11200135 STATE OF ©I A I F r& , 13.12.11 ' 09:14:51 -06 00 ISSUED FOR: 100% Construction Documents 11 July 2013 E 1 Addendum #1 23 September 2013 Z2\ ASI #1 31 October 2013 CCD #1 10 December 2013 X Drawn By LS, RC Checked By JBT E levations B A Project Number: 2013.037 J Copyright 2013 O U _I N E i Cz U E L CD 0 - CO ti cY) 0 C*i 0 N C E O O U Cn i 01 1 2 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 Legend — — .— — — Egress Path & Accessible Route 1 Hour Fire Rated Partition — 2 Hour Fire Rated Wall & Imaginary Property Line — - - — 1 1/2" Building Expansion Exit sign, centered above door. Re: Electrical for additional information Tactile exit sign to comply with THIRD LEVEL EXIT STAIR LOADS IBC 1011.3 and ICG A117.1 Accessible Exit -�- An Accessible Exit Stair 2 - 76 occupants ' Direction of Travel Stair 3 - 76 occupants Stair 4 - 75occupants 32" ^` Provided width at Exit Total - 227 Occupants 200 Total Number of Occupants per Exit I Elec — Electrical Room i 400 "' Equipment Amps I M1 Code Legend Not to Scale -1I 31 i M4 3rd Floor Exit Load Calculations Not to Scale — 1( �a Al Third Floor - Code PlanPLAN a NORTH 40.01 1" = 20'-0" 0 5' 10 20' NORTH I I 7 I Q I A G Stair 2 Occupant Load = 76 Stair egress width = 76(.3) = 22.8" Req; 44" Provided Egress width (other) = 76(.2) = 15.2" Req; 32" Provided Area of Refuge provided. I 1IUul blQll enclosure 1 hour rated separation between dwelling units, typical and between dwelling units and other occupancies, typical 2 hour fire wall and Imaginary Property Line (IBC Section 704.3) with 1 1/2" building expansion 1 1/2" building expansion I riuur rdtuu bldir enclosure 1 hour rated stair enclosure Stair 4 Occupant Load = 75 Stair egress width = 75(.3) 22.5" Req; 44" Provided Egress width (other) = 75(.2) _ 15" Req; 32" Provided Area of Refuge provided. Stair 3 Occupant Load = 76 Stair egress width = 76(.3) _ 22.8" Req; 44" Provided Egress width (other) = 76(.2) _ 15.2" Req; 32" Provided Area of Refuge provided. ---------------- C, 7 1 Q I 1n 11 17 1Q IA iG i^ 17 IQ in 71 07 )Q I 7A IR IP IN IN IK I%J IF IG IF �r. IC IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel interior Design) Construction Management 817 Wyandotte �Kansas City, MO 64105 I€ 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical /Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f CIEf18 lttt��1T,',' E � �STEF AR11200135 STATE OF JND I ANP ��`•~ CH�IT�G\,N hill 961 -1-12.11 09:03:55 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 _�, Addendum #1 23 September 2013 A2 ASI #1 31 October 2013 zj� CCD #1 10 December 2013 )raven By Author ;hecked By Checker Code Plans - Third Floor 00003 'roiect Number: 2013.037 (C; Copyright 2013 00 U) 0 cc CZ Q) E :3 0 W 0_ C/) r__ Cf) 0 co C) �L 0 U) _0 to U) a) (n �WM A Ll 30-C ,II PH 1 V V %.IV L L_ 1%, VLALIV I I LAL %-;VUL I I WVU I LYGL I U r --- I---- 1/811 = 1'-0" 0 2' n ^ A I ti lu 1 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 20 21 co I r_lr =—F-41 Pihor romant chinnin (04813) trim (07460) siding (07460) 12"x12" Fiber cement panel (07460) - batten siding (07460) (04813) Enlarged West Elevation at North Courtyard 1/8 1'-0" 0 2' 4' 811 Door Schedule, Sheet 58.02 iron railing (05721) iron railing (05721) Al Enlarged Balcony Elevation A7 West Porte-Cochere Elevation 40.01 1/4" = 11'41 r 30.02 1/8" = V-101" 0 1' 2' 4' 0 2' 4' 8' 1 1 Q I A r, 7 R Q I in (08561) Re: Sheet 58-01 (08110); Re: Door (04813) Schedule, Sheet 58.02 :iber cement Vinyl sliding 4 Fiber cement shingle :olumns (07460) C doors (08561) siding (07460) trim (07460) siding (07460) (04813) J and io) Upper Ornamental Chimney A-� 146-111" "-w R Main Ridge... 143' -11 1/4" Bracket Hi /54-10 TO Eave at 3 Story Q Bak"n _E 1 1 - ill TO Eav at 3 Roof 131 1 1/2 P F loor-3 121'- 4 3/4" Main Rid A9117-� 43 11 1i/H� TO Eave at, 3 Story Rocf -highest 135' - 51 /2 TO Eave at 3 Story Roof -- 1311-1 1/2" Floor 2 110' - 8 Floor 1 100 IL IK _._._._._._._._._.__.'._.a' ..... ...... ..... 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish -------- Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish -- - -------------- ---------- - ------- 1211 4 3/4" ------- Noire-------------- TO Eave at 2 � Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 16127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin ...... ...... - ------- -- - S_tory_,_R9Qt_ .__._.__.Fiber --- - ------- ------------ - - -- Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige --------------------------------------------- -- — --------------- ------------------------------------------------ 7 Fiber Cement (Window trim at Board & Batten Siding) - Sherwin Williams, 120'-1 1/2" SW 7604 Smoky Blue 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Floor 2 Williams, SW 7101 Fulton ------ 110, - 8 3/4" G 7T 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin 12 Vinyl Windows and Sliding Doors - White Floorl A-\, - ------------ --- ---------- 100' . Oil F Vinyl window. Typical (08561) Re: Sheet 58-01 Color Legend 1 Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish 2Brick ------ ------ Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish -- - -------------- 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 ------- Noire-------------- 4 � Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 16127 Blonde 5 Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin ...... ...... -.W.illiams, SW 7619 Labradorite .__._.__.Fiber --- - ------- ------------ - - -- Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige --------------------------------------------- -- — --------------- ------------------------------------------------ 7 Fiber Cement (Window trim at Board & Batten Siding) - Sherwin Williams, SW 7604 Smoky Blue 8 Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown 9 Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Fulton 10 Asphalt Shingle Roofing - Owens Corning Roofing, TruDefinition Duration Shingles, Quarry Gray 11 Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin 12 Vinyl Windows and Sliding Doors - White 11 19 1 17 lq 1Q )n 99 KEY PLAN � P. IC 11C � P. 0 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f x,owill fill/o, GF_ B AR11200135 STATE OF IA HIT 1 13.07.11 16:51:05 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By ILS, RC Checked By JBT ------------------------------- E levations 40006 Project Number: 2013.037 (c; Copyright 2013 I E Cf) Q m 1 m E C0 0 E U a� rn m m 0 0 Cn CD n Cn a� a .a -1I M a C E CIE C C C c C C } r� 31 c I s 14 5 1 6 1 7 1 8 1 9 1 10 _ Color Legend. 1 --- Brick Veneer (Light brick) - Acme, King Size - Slate Gray, Velour Finish _-__ ----- ------ - - ----- ---- 2 ----- ----- -------------- ------ -------------------- ----- ----------------- Brick Veneer (Dark brick) - Acme, King Size - Onyx, Smooth Finish 3 Fiber Cement Lap Siding (Lightest field color) - Sherwin Williams, SW 6127 Ivoire 4 -- Fiber Cement Shingle Siding (Medium field color) - Sherwin Williams, SW 6127 Blonde -- ------------ ----------- ---- 5 5 --- ------ ---- - _ ---------------_ _--- ---- -------- - ------- ------- ---------------------- Fiber Cement Board & Batten Siding (Darkest field color) - Sherwin Williams, SW 7619 Labradorite ----------------- ----------- ---------------------- ---------- 6 -.---------------- --- ------ --------------------------------------------------------------- --- - - -- — ---- Fiber Cement (Window trim at Lap Siding) - Sherwin Williams, SW 6143 Basket Beige 7 Fiber Cement (Window trim at Board & Batten Siding) - Sherwin Williams, SW 7604 Smoky Blue 8 - -- Flush Doors at Light Brick - Sherwin Williams, SW 7515 Homestead Brown - -- --_ --------------- ------------------- 9 ---- ------ - --- - -- Fiber Cement Columns, Prefab Columns, Glazed Steel Doors - Sherwin Williams, SW 7101 Futon 10 Asphalt Shingle Roofing -Owens Corning Roofing, TruDefinition Duration_ Shingles_, Qua_ rry_Gray Fiber Cement Fascia, Soffits, Gutters, Downspouts, Railings, Flush Doors at Dark Brick - Sherwin Williams, SW 7675 Sealskin 11 12 ------ ------------- ----- ---- ---- - ---- Vinyl Windows and Sliding Doors - White 11 1 12 1 13 1 14 ]�T -� TO Eave at 3 - -�.... Story Balcany - - — --- --- -- - 132' -1" rte— - Floor 3 u l tl- ilii-° 121' - 4 3/4" 01i -- r� Floor 2 �J 110' - 8 3/4" �,-- Floor 1 J 100' - 0" A14 K11 Enlarged Elevation 1,42,0,' 40.03 1/4" = V-101" 0 1' 2' 4' Bracket Al / 54.10 i Fiber cement panel (07460) i Fiber cement fascia (07460) Eave at 3 Story Balcony -E 11 AV1 TO Eave 133 Story_Roof 131 ' -1 1/2" Fiber cement shingle siding (07460) j Fiber cement column j (07460) i Brick veneer (04813) i Floor 3- 121'-4314" i i Vinyl sliding doors (08561) I i Painted wrought iron a railing (05721) _9 i c E i �- Floor 2 110'-83/4" v I C c Brick veneer (04813) i i Brick veneer (04813) j i Downspout (07710) i _ Floor_ 1 100' - 0" 131-411 15 1 16 — Bracket H1 / 54.10 31 Fiber cement lap siding (07460) .6111 Vinyl sliding doors (08561) Fiber cement columns (07460) Painted wrought iron railing (05721) ?] Brick veneer (0, 171, Brick veneer (0, OA 17 1 18 1 19 1 2U 1 21 1 ZZ I C -J 1 -, 17' -All K17 Enlarged Elevation 40.04 1/4" = V-0" 0 1' 2' 4' Bracket Al / 54.10 R Fiber cement fascia Enlarged Balcony Elevation (07460) A17 TO Eave at 3 Story Balcony -E t� • TO Eave at13 1/4" = 1 '-0" 0 1' 2' 4' Story Roof 40.03 131'-11/2°' P Fiber cement shingle F F 7 R A 10 11 siding (07460) 1 15 1 16 Fiber cement columns 1 18 1 19 1 20 1 21 1 22 1 23 1 24 (07460) Fiber cement lap siding N (07460) Floor3 121'-43/41 Fiber cement trim (07460) Painted wrought iron Cc railing (05721) E 1! Brick veneer (04813) Cr E: Floor 2 C -- ----- - 110'- 8 3%4" C Vinyl sliding doors (08561) C Brick veneer (04813) I T C\ Vinyl window. Typical (08561) Re: Sheet 58.01 Brick veneer (04813) i Floor 1 �,, ZI II 100' - 0" — Bracket Al / 54.10 R — 12x12 Fiber cement panel Enlarged Balcony Elevation (07460) A17 l� Fiber cement fascia (07460) A 40.03 • Floor 3 1/4" = 1 '-0" 0 1' 2' 4' - 4 314" 40.03 Fiber cement shingle siding P (07460) F F 7 R A 10 11 1 Vinyl winow. Typical (08561) 1 15 1 16 Re: Sheet 58.01 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Fiber cement columns (07460) ille cover. Custom color to match N t material. Typical Re: Mechanical F Ioor2 - 8 3/4" �?! Downspout (07710) M ?] Brick veneer (04813) 1! Brick veneer (04813) L Floor 1 100' - 0" IK Bracket Al / 54.10 J 12x12 Fiber cement panel (07460) Fiber cement fascia (07460) H TO Eave at 3 Story Balcony t1 132'- 1 " L1 TO Eave at 3 Story Roof 131'- 1 1/2-l' G Fiber cement shingle siding (07460) Fiber cement columns (06810) I- Floor 3 121'-43/4" Fiber cement lap E siding (07460) Fiber cement trim (07460) Painted wrought iron C railing (05721) Floor -2 -- - 110' - 8 3/4" Brick veneer (04813) C Vinyl sliding doors (08561) Downspout (07710) Brick veneer (04813) E Floor 1 100'-0° Al Enlarged Balcony Elevation A11 Enlarged Balcony Elevation A17 Enlarged Balcony Elevation A 40.03 1/411 = 1 '-0" 0 1' 2' 4' 40.06 1/4" = 1 '-0" 0 1' 2' 4' 40.03 1/4" = 1 '-0" 0 1' 2' 4' A a- F F 7 R A 10 11 1 12 1 12 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte r Kansas City, MO 64105 & 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f AR11200135� STATE OF .11 16:53:36. -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS, RC Checked By JBT ------------ E levations 40007 Project Number: 2013.037 rOc Copyright 2013 1 12 f L 0 3 Wood Trusses (Re: Structural) 14 15 16 17 18 l9 110 ; 11 112 Exhaust Fan Lower Mech Well Floor 1 123'- 0 - TO Eave at 2 Story Roof -high _\I _- __ __. \I -, 121'-711 I , ,ATO Eave at 2Story Gable TO E126'at12 ----------------- -.-_Story Roof--/ 120'- 1 1/2" L/ --- - Floor 2 /1 i 110'-83/411 i 13 114 115 116 117 118 119 120 121 122 123 124 4'-0" wide attic access A11 A11 Sim walkway. Position \44,01 54.09 walkway to maximize 12" head clearance. ` '� � Wood Trusses - - AlA 1 _ m-` A20 Re: Structural 21 a - 1 TO 1 Eave at 2 Stogy ble u TO Eave at 2 Unit B2 - I I Unit B2 e Story Roof iCorndor --- ---120'-1 1/2" 250 I / C221 �---253 I I - - .. - - - _.p-- -- --- -- -- I 1 ....@ Floor 8loo3r/42 ._._._._ _____ I 110 - ,1 ' I I Unit 62 Unit B2 ':Corridor 150 �' I C140 153J , I I I I Floor or 1 100 0 _ — — t a ( , 13 Building Section Through 2 Story Looking SouthN1 Building Section Through 2 Story -Looking South N N 30.01 1/8" = V-131" 0 2' 4' 8' 30.01 18" = 1'-0' 0 4' 8° 16` 4'-0" wide attic access N1 �N1 walkway. Position �� 4'-0"wide attic access 42.02 N1 walkway, Position Sim Upper Ornamental walkway to maximize --�. ~^--- 42.03 Al ' , X42.02 Upper Ornamental 2s ) walkway to maximize (All)3s `4s� M 54.09%- - - - - -- --- - Chimney--� head clearance, - 54.09 Y - ----- - - - --- -mney M ea clearance, --�---------��, �— Chi `l Wood Trusses �` l 3s 4s 1461-11 II -- - - - - 146' 11'�J �\ \ \ �,-- -- ---- --- ---------- ain -Ridge- " 1 (Re: Structural) ------------ - ---------12 IL 143' -11 1 /4° Is i \\ 5°' /A10 �� 1 12" r ' i ~ F --A18 Wood Trusses `',45 03; , II \44.02 5" 44.02 A15 Re: Structural i v ; i \ ,� \--------- 44.01 f p -I i L --- — _ TO E I I I L TO Eave at 3 ave at 3 Story / \ I _ /_ -.,. ,_-- . _ .�.�;`� �:_ _ _ - - A- - - - -- ... \- - \ ;-, - ', ,, • • - \ - \ Eoa- ovfe hai t 3hStorSBalcon ------- --- 13 1 TO Eave at 3 ,T Unit C Corrid Unit CStony Roof 1/2 132 Story 00 _ I Unit S8 Elev Unit S7 x ul m nt - ---� ::- \� ---- _ _, I I [ q -- p --- 301 131 ' - 1 1 /2 l I I 338 C303 l .. 339 i I 131 1 1/2 -- . � ----- �-�JI I ! ' - K [ C310 , " K A l I I 1 I I 300 Ad 44.04 -+ I I Floor 3 i p ! �_ ___ - - Floor 3 - r 121 ' - 4 3/4" -- - -- - -- -- -- --------------------------------- - ----- - - — -----I - - --- - --- - . L_--- -_ __ - I o I I I I I ---_ --WellnessTheater CorrldUnit S8 - a I ' E20\ 1 C216 C204 Center I Elevator ! � • Unit S2 I F� I I Accessible ; Efev 2 al Ha 201 - - - - -- ) C212 200 I. 1` 54.09 I - I 1 1 n I C 11 12„ 2 � �I _ _Floor _ I I � Floor 2 I�. --3., , - --------- - _ -- ::_ ___ - _ 110 8 3/4 t - - --------------------- --- - ---- -- - -- -- — --- _._._._.._._._._._._._._._._._._._._------------------ __. _.._._._ ....... ------- _._._._._._. _ - - - � - it -- -- --- ---- I ---- - ---- --- - - ----- -._ ' Walk in a 1 Sales ii ' ' ;I I I Cooler I _ I Private Gran I Kitchen Lounge Corrid C inference 1 Office -_ - ! ( i I Dining I 1 I 1 Parir -- ' i1 XXX - f, C104 C124 C125 I - - C136 1 C11 H lL[l ( F ] Y �.: 1 i � 1 � i \ 1 9 � I 1 - I FI 1 I I 1 . ---AL 100 0 -I I , Li I t' I ; A617 G1 Building Section Through 3 Story Looking East G 30.01 1/8" = V-101" 0 2' 4' 8' 0 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N _ 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insig ht. com F C D A5 44.05 z v7 m a3 _E CZ E C / U a� , C U) M ' co o B a> o T C Al Building Section Through Porte Cochere N1 ' 42.03 �\ A 19 \ T2s) Wall type 1; 44.031 Re: Al/00.05 Wood Trusses (re. Structural) I: I !� II ' I i li I I I ISI I � III TO Eave at 3 Story (, Roof -hi hg est 5 1 /2" with weathervane \\i I Unit AD 334 Decorative railing (05721) I - Sky Deck - , ____ _____________ X 02 1 A5 - - --- Green ! Comm] 44.04/ I House II — Rob 218 - - o C I 1 _ -- I C21 , Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f G13 Building Section Through 3 Story Looking East T 30.01 1/8 = 1 -Q o 4' 8° 16' G�,��,�' -- ---- --- - --- - - - - 4 AR11200135 42.02 = STATE OF t3J �si 5s lbs) ' I ANP Upper OrnamentalHr��"��°� Mech Al Ch m_ ne / F -------- - ---------- - - --- - -- - - 146' - 11 "-- \/ M2Q - ------------ --- --- ---- --- ------ -- - ----- -- - 01-3-07.11 - - ---- - --- -- 44� - - --- -- --- ---- --- - �_. �� M1 Q -� Sim __._ ____ 1 Main Ride ' 16:53:09 -05'00' 4 - _ - - -- - - - - - - - - 143' -11 1/4" Upper Mech 100% Construction Documents 11 July 2013 Al Cupola with Well Floor /1 42.01 weathervane (07710) 133'111 E \ I TO Eave at 3 Story - o g h _ - - ;_ _ _ - - - - --- ---------- - --.------- ---- - .--- ........------ - - ---- - - --- - - -- 1 1 /2 - -- - - - - - - 132 - Ro-I ' I 11 TO Eave at 3 Wood Roof Trusses for oof Corridor Unit AD I I (Re: Structural) 131' -1 1/2" C 303 335 ' D 12" ' 5„� 1 121 4 3 4 U Floor 1 - �— - / I” - TO Eave Main - i /i ( !I I I I I I i I 1 1 I ain Hall 1��11 v A 1 40.03 1 1/8" = 1'-0" 0 2' 4, 8' 1 12 3 1 4 1 5 1 Porte-cochher�e _ 116'- ----------------- 16'- 1 314" Y -----------------C Drawn By LS, BS Floor 2 V Checked By JBT -- ----- --- ----------- --------- ------�--- - ------ - - ---- I � 110' - 8 3/4" - ':D T I I A5 Opp Building Sections ' 44.05 --- -- -- --- - I -------- -- -- -- --- -- -- --- -- _ Floor 1- r -;, 0' - -_ - -- -- 10Oil Column footings, Re: Structural A 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 u Copyright 2013 0 U W ai ) Cz U I U l W r - co 0 co 0 N EI U O O U W a a) 1 n n J 130.01 11 /16" = 1'-0" 0 4' 8` 1 `s` r% A 19 120 121 1« Ico Ir-, IR IQ IP As) (CSy 'Es (Gs') r M Upper Ornamental head clearance. -- - ( - ) Hs Ks Ls Chimney �! 146'T 11"- Main Ridge i 1 Mech �-! 143' -11 1%4" h - — -_.. - -- --- - ----- >< - — — — — Mec- — — — , r M101 Upper ----_-_ 44.04 -- — — -... — --- -- -- { I Uj�j�er Mech I 1 / �, I' ( _ ;; II'I ! L I I III I � ,i We_.—ll Floor \Vit ° ,•i�'''': Vi �'YS,ilI II lill I�� 'I ��I ': �l I! iItI Iri 13 1 711 I I T_-. �I •__ II - - .. , . - . I _._.-..._.. - - - _.....- TO Eave at 3 \ , �Sto Roof f , - — • 131'- 1 1/2 (■ Floor 3 121 ' - 4 3/4" -- _Floor 2 -_ 110'- 8 3/4" Floor 1 100'-0" G1 Building Section Looking SVULI a 42.02 1/8" = V-0" 0 2' 4' 8 -- ---- - Al- 5Al Upper Ornamental } Chimney___ 11 Mesh __ �4- 143'- � � in i 11 Main Ridge At - . ------ — — a� — — — -- —-----__ __ 143' -11 1%4" L)/ M 103 � 3\ , III III II I� I I I II I- 'I ;I ;• ---------- l Upper Mech I / II II I II I I 1 I I I --. ,V - - Well Floor 73 TO EINt Story Roof 131 ' -1 1/2" ®Communit e 0 Eave at 2 Story 1 Corridor y �3 Room _ _ Roof -highest — — — — C316 ) j I 125' - 0° i , I I I �I 1 Floor3_ - ---- - - 121' - 4 3l4" jl Corridor Unit D44.0_551 C220 297 ;1 I I II I 1� I I -+-- F �_ I' ' Floor 2 _ - - --- ------------------- 11- -- -- t 110' - 8 3/4" - --- 11-1i r-. -- -- — �-�I AL Lobby II Corridor C158 IL Vest c e II - - l e C f57 C139 I I I. n - .. A.. 1.---- --- - - - �--- - ---- ------ -- ---- ------ ------------------ -I!- ._- ---.----a -- ---- � - .__ ---�-.----- _ -- - - �= ____ ____ .Floor --1-- 3%\\%,\% ��\%\�%\�\% 1001 -Oil Al Building Section Through Looking South 42.02 1/8" = V-0" 0 2` 4' 81 Q A G F 7 R Q I to 1 1) 1 i'2 4'-0"wide attic access IK IH Main -_Ride F 143' -11 1/4" -7710 TO Eave at 3 Story Roof -high -t1 132'-1 1/2" L/ E TO Eave at 3 Stor Root 131 ' -1 1/2"' Floor 3 Floor 110'- 8 3/4" IC Floor_1--_� I 100' -Oil B 1A 10 1 )n I ')1 I go I 9- I 9d JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte g E sE Kansas aty, MO 64105 etE Ise 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.36Z 1800 p / 913.362.2609 f XXX%%111 itt11/111F// S 7E7R F0'o, Z AR11200135 ~� STATE OF HIT 09:22:49 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 L; Addendum #1 23 September 2013 12_ r, ASI #1 31 October 2013 3, CCD #1 10 December 2013 Drawn By LS, BS Checked By JBT Building Sections ■ Project Number: 2013.037 `c; Copyright 2013 M 0 K i T I 19 20 21 22 23 24 14 0 2' 4' 8' � ■I1111■■iiil■ ' � I��.�� �.����i��.�l•.�.n■� . �I® I■1 oili moi, Unit _ Corridor 26 ■■ ■Unit A �'i�■■ I La -- r -------------- i _______-- Corridor v I I _ C/)! AL Dining ! MC C C 173 `C 141 A C B60ro o T C=) N---. .. ..- --------- -- -- - _-, --- =- --- - --- ----- ----. �B j///'/ 0 0 0 0 U) Cn Al Building Section Looking South r----1 v A 1 42,03 1 1/8" = 1'-0" 0 2' 4' 8' 1 12 13 14 15 16 17 18 '9 Upper Ornamental _ Chimney _� 146' -11" Main Ridge 143'- 11 1/4" — Wood Trusses Re: Structural — 4'-0" wide attaic access walkway. Position walkway to maximize head clearance. TO Eave at 2 Story Roof -hi hest 125' - 0" _Lower Mech Well Floor _ — 123' _ 0 1 1 Floor 2 110'- 8 3/4" Floor 1 100' -01 Wood Trusses Al2 Building Section Looking South 30.01 1/8" = V-0" 0 2' 4' 8' 10 11 12 13 14 15 17 19 NE TO Eave at 3 Story Balcony E 133'.-1 TO Eave at 2 Story Roof -highest 125' - 0"� TO Eave at 2 ....... ............. .......... Story Roof. 120'- 1 1/2" Floor 2 110' - 8 3/4" Floor 1 100' - 0" 21 1 22 23 24 Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte z��41Rjljiil Kansas Oty, MO 64105 816 421 8200 phone � 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical /Electrical/ Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H �,OwiilIt)lNI)t�y G `���v C7�ST�9 = � AR11200135 `� = --t STATE OF '1R CE HIT F X913.12.11 09:19:53 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E LA Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 0 Drawn By LS, BS Checked By JBT Building Sections B 42003 A Project Number: 2013.037 Copyright 2013 N Q a a M L K J H G F a D Cn 0 M I a) E Cz U C U C) CL r - M M 0 o B CnCD0 .0 a Cn L) A 1 1 2 -_ 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 124 3s Blown Insulation in Attic Space, Typical p Yp i (07210); assembly to have --_ min. R-38 0 Eave at 3 - - - �='.. • ... -- Story Roof a.. 1 "_ - - -' - - 131 -1 1 /2 r� = 1 Hour Roof Assembly. Re: Al / 00.08 Acoustical ceiling tile and grid, suspended below 1 hour assembly (09511) ! Handrail 2x Wood Framing (06100) Re: J18 / 54.01 NOTE: Refer to floor Baseboard (06402) plan for wall types ; Concrete floor Gypsum board_ topping over wood (09250) subflooring (03532) /" Floor 2 _T - p ---110' - 8 3/4" 1 2 x Joist and hanger Re: Structural TJI and rim joist - j Re: Structural I I 5/8" gypsum board over resilient channel over 5/8" - _ gypsum board (09250) M � �� �' ,; 5 3 layer) sum board �; over resilient channel over 5l8 2 la er:) ;; ( Y '� ;' 5/8" 9YPsu m board (09250) Gypsum board on resilient Channel ha Sum boar ��, _ ) R p - -- ....... ;:.. �950gy e, Ian an finish schedule \' > / Acoustical ane) p ceiling09511 Re: Plan and finish schedule _ M6 Detail at Corridor Floor 44A1 1 1/2" = 1'-0" 0 2" 4" 8° __-- - -- i i3 NOTE: Refer to floor plan for wall types Gypsum board Yp (09250) - , . a A I ! V 4 2 x Joist and g hanger I01 Re: Structural Y = .... sum boa d gypsum similar to f - -- - �" --,( -- -, � it edge assemby l I (F 16/00.0) \ :.::..:::.:.:::.:: - M11 Detail at Corridor Floor 44.01 1 1/2"' = 1'-0'° 0 2,. 4„ B.. ---- Baseboard (06402) Concrete floor topping over wood I pp g subflooring (03532) Floor 2 �' 110' 8 3/4.. TJI and rim joist Re: Structural - t/2 (2 layer) Gypsum boa,d on resilient cha nel (09250) Re. la and finish schedule " Acoustical panel p ceiling (09511) Re: Plan and finish schedule ---- 2s Asphalt g ; shingles Wood Truss (07311) Re: Structural Blown Insulation Gutter, painted (07210); assembly (07710, 09911) to have min. R-38 A16 _ _.__-_ 54.09 - -1- TO Eave at 3 1 Story Roof - �' - 1 ►: 31 1 2 1 -1 kl � � - - �` ( 1 f 1 Boar Gypsumd Fiber Cement Fascia -- ?- Ceiling (09250) 07460 ( ) r 1 Hour Roof171 Fiber Cement Soffit --% Jf �` Assembly. - --, (07460) `N1n `Sim Re: Al / 00.08 � Decorative Bracket \54,02, r° H 1 / 54.10 -_� Sim Vinyl Window (08561) o� ' �"'�►'' _ �11 -54.09. Siding (07460) " 5/8" wood sheathing .-_- 4 _._ Roof Truss (R : al (06100, e Structru ) _ Air/moisture barrier (07272) 1 . �' -IPO roof. Slope 1 /-�` E 16 foo In per t o 54.09 p d 43 (075 ) �� - _ 1 Lower Me Well Floor 123' 1 -k - I M20 I Wall Section at Mechanical Well - _ 42.01 1 /2" = 1 '-0" e., 1 -------- --- -- Re: Structural �A Sim 19 1 1 Hour Floor/ Ceiling Fiber Cement Trim ^' 54.02 Assembly. Concrete Floor Topping 03532 ( ) ( 0) ' A16 Sim Re: M20 / 00.07 pp g Blown Insulation In Attic space; typical Blown Insulation in Attic space; typical 1 Hour Floor Assembly. Concrete Floor Topping 03532 pp 9 ( } Asphalt Shingles `�754.09� �_� TJI (07210) - - 07210 ( ) Re; Al / 00.07. TJI Re: Structural (07311) - - Re: Structural Floor 3 ---- -- - 121 ' - 4 3/4" Wood Truss Re. Structural assembly to have Y min. R 38 Wood Truss assembly to have Re. Structural min. R 38 _ Floor __- _._._ -- „__-_ ._._._ _._ _ __._._.- 121 4 3/4 Prefinishe�d Gutter (07710) . Blown Insulation (07210); assembl _ A19 Sim. TO Eave at 2 _ TO Eave at 2 " A19 ' TO Eave at 2 to have min. R-38 54.05 Story Roof ".: a Story Roof Story Roof I " - 120'- 1 1/2 120 -1 1/2 I 120', 1 1/2 --� Gypsum board ceiling (09250) Gypsum Board ceiling (09250) Brick veneer (04813)I L Gypsum Board Fiber Cement Fascia (07460) "- --.--- Gypsum Board Ceiling (09250) 1 Hour Floor Edge Assembly. Gypsum Board Soffit (09250) 1 Hour Roof Assembly. Acoustical ceiling the and rid 09511) 9 ( 1 Hour Roof Assembly. Acoustical ceiling the and grid (09511) I - Ceiling (09250) J19 52.04) ffi m nt o t Fiber Ce e S Q7460 ( } 1 Hour Roof Assembly -, Re: A1/00.08 Sim Re: F16 / 00.08 Sim. Re: Al / 00.08 suspended below Re: Al / 00.08 suspended below Vinyl Window (08561) j - ,. hiding (07460) Y N19 i \ 1 hour assembly sim) Wall assembly to have �f 54.02 Acoustical ceiling the and rid, suspended g P 1 Hour floor assembly. Y Re: Al / 00.07 � 2x wood stud 06100 ( ) Re: Structural 1 hour assembly 2x wood stud 06100 ( ) Re: Structural K6- __ __--- - ____ Batt Insulation 54.03 ._ a min. R-13 ratin + R- ----- 9 7.5 continuous Vinyl window (08561) Sim it K1 -' below 1 hour assembly \ i R-13 minimum � Batt Insulation, (09511) Handrail Handrail Re: J 18 / 54.01 I i Handrail ! (07210) R-13 minimum (07210) ill Re: J18 / 54.01 2 Hour Floor Assembly R ; eJ18/54.01 1" Rigid Insulation Sim 1" Rigid Insulation ; - Re: Al / 00.10 1 R-7.5 continuous 1 E19 - -- - R-7.5 continuous , 1 Hour Floor insulation minimum 54� J1 Assembly. Concrete Floor 1 Hour Floor Assembly, Y1 (07210) Concreinsulation Floor Om) 1 54.06 Re: M20 / 00.07 M11 Topping (03532} TJI 2x Wood Fram in (06100) MMMM�, Re: M20 / 00.07 1 2x Wood Framing (06100) M11 Sim i 1 Hour Floor Assembly. Topping (03532) Siding (07460) I Concrete Floor Topping (03532) Re: Structural 44.01- Re: Al / 00.07 TJI; Re: 44.01 Re: Structural - 44.01 ' Re: Structural) - ' _Floor 2 - - Floor 2 �� -Floor 2 _ _ o n Floor 2 - _ ' *7 �', Structural Floor 2 M I - 110'-83/4" i 110' - 8 3/4" 110'- 8 3/4°' 110' - 8 3/4" „ Q _._ ................. _ _ ............. 110' - 8 3/4" 110'-83/4" --- 1 I i 1 TJI 1 o --- --- ----- - ----- -- TJI Re: Structural 1 ' Re: Structural I I Masonryrowlock sill (04813) I Brick veneer 04813 ( )� _ _ TJI; re: Structural ( I ' 1 Gypsum Board ceiling Sim J6 Wall assembly to have Gypsum Board (09250} 1 Hour Floor Edge a min. R-13 rating + R- - Ceiling (09250) 1 Hour Floor Edge Acoustical ceiling the Gypsum Board ceiling Assembly.\54.02 - - 7.5 continuous Assembly. and grid, suspended (09250} Re:F16 1 00.08sim Gypsum Board Yp Re: F16 / 00.08, Sim. below 1 hour assembly 1 Hour Floor Assembly Acoustical Ceiling ! Ceiling/Soffit Vinyl window (08561) � At 1-1: 1 Hour Floor Acoustical ceiling the and (09511) ( 2 Hour Floor Assembly Re: Al / 00.07 Tile and Grid (09511), suspended below (09250) o co a' o Assembly, grid, suspended below 1 1 Hour Floor Re: Al / 00.09 Acoustical Ceiling The and Grid (09511) fire rated assembly o Re: Al/00.07. At I-2: 2 Hour Floor hour assembly (09511) Assembly. suspended below Sim K6 o Assembly, Re: Al / 00.07 fire rated assembly I 5a.o3 Re: A1/00.09 Handrail Door and Frame Re: J18 / 54.01 5/8" board 5l8" Gypsum Board Handrail sim EB Re: Schedule PHP; Re: Mechanical gypsum 09250 ( ) Re:J18 / 54.01. _._ 09250 ( i 54.02 J5 Batt Batt insulation (07210) Batt Insulation 07210 � ( ) 1 54.06 Concrete Slab Brick veneer (04813) I -i ' 2x Wood Stud (06100) 2x Wood Stud (06100) N1 Sim Re: Structural 1 Q, CO I Re: Structural Re: Structural I 54.02 � _Floor 1 Floor 1 _ �ti Floor 1 _ a, � Floor 1 � a da Floor 1 _ • `. e 1001-01, 100,_ 0 n .. 100 -011 a e 100 - 0'. 100 - 0 --- - - -1 m . 4 . a- __ � I _._--- I I- '� ; I '� __ �--I 1 -� I % --I I I _ a -Concrete Slab =. ` ` ° (Re: --� - -- --- Concrete slab and footing Concrete slab - -- ---- -Concrete Slab R-10 Mirnmum ----- ._._ --- -- Structural Re: Structural and footing1 I I, ,and FootingInsulation _ -. ° , Rating g - �----- i� R-10 minimum a a • Re: Structural 1 Re: Structural �, a .- • .__._.-; ,-----'- l ------ (07210) -.-.--.- , :. n �- ._._._._ ._._._.. -_- l <:d _ - 1 -=:_:;=:_:_._._._. _ Concrete Footing ---- I � Insulation Rating (07210) --� ..a ,' a --1 Imo, -Concrete Footing Structural :___ I I Re: Structural IT I= I_I 1 I I I I Al Wall Section at 3 Story Corridor A6 Wall Section at 2 Story Corridor -12 All Wall Section at 2 Story Corridor -1 1 A15 Wall Section at 3 Story Exterior A20 Wall Section at 2 Story Exterior 42.01 1/2" = V-0" 0 6° 1, 2' 42.01 1 /2" = 1 '-0" 0 6" 1 ' 2' 42.01 1 /2" = 1 '-0" 0 6" 1 ° 2' 42.01 1 /2" = 1 '-0" 0 6" 1 � 2' 42.01 1 /2" = 1 '-0" 0 6" 1' 2' z 13 14 15 W 17 W 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living N SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Archltecturel Interior Design) Construction Management N 817 Wyandotte Kansas city, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com A Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f i 0\1111 I [M///// AR11200135 STATE OF ! ANP F N13.07.11 16:51:32 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E A f Drawn By LS Checked By JBT Wall Sections B ■ A Project Number: 2013.037 oc Copyright 2013 n I T AI L 10 J 1 G F 1 12 13 14 I5 16 17 18 19 Asphalt Shingles (07311) / I Fiber Cement Fascia (07460) I r Sim / G15 I I �I 54.08 'II ' r Fiber Cement Soffit (07460) II Eave Brackets Re: Al / 54.10 TO Eave at 3 Story Roof -hi hest 135'- 5 1/2" \-AV 1 Hour Roof Assembly. 12x12 fiber cement panel Re: A1/00.08 beyond (07460) Siding (07460) Wood Truss; Re: Structural H� TO Eave at 3 Story r 54.06Roof-h i h I T03Eave at _Story Roof - - - 131' -1 1/2" Thin Brick (04813) �G�G4113d�Sim Wall assembly to have a min. R-13 rating + R- 7.5 continuous Blown Insulation (07210); E7 S'm assembly to have min. R-38 54.04 Unit AD 335 J Vinyl Window (08561) r-7 , I i I r I r r r A13 � Sj 54.� �. I A14� 44.03 *-- - -- -- 1 Hour Floor Assembly. , J1 Re: A1/00.07 54.04 I - I TJI; Re: Structural I I , Thin Brick (04813) 1" Rigid Insulation R-7.5 continumous insulation minimum (07210) Gypsum Board ceiling (09250) Vinyl Window (08561) Batt Insulation R-13 minimum (07210) Asphalt Shingles (07311) A10 Sim 54.05 N E IL Lobb Vestibule co C118 C117 ! - � I DSim CF8 N54.0 5 , U) Floor 3 121 ' - 4 3/4" Blown Insulation (07210); assembly to have min. R-38 Roof Truss Re: Structural - ---- N19 54.08 I� Floor 2 - 110'- 8 3/4 I i � I Fiber Cement (07460) Brick (04813) 1I _4" ' from face of sheathing / L8 OPP rF1 Sim 54.05 -- - ------ -------------- 0 mi utomatic Entrance - �! Door (0$460) Automatic Entrance E Door (08460) EC Al Sim a o 54.05 -- - ------------- --- -- ---- - -- -- CL Cn Floor 1 d . a g a . d ° a = 1001-0 r � � !� � .--, � � ,-, � 1� • %� ^. tom: � � � i,---, � 1� %, _ � ,� -- - ad `-R-10 Minimum Insulation B -,- _.'I Cn .�.----' _ -i--i-�-j ,�I - -- Rating 07210 __I'I Concrete Footing and Slab a - ........... __._._. ! Re: Structural W Al Wall Section at I L Entry - A 42.01 1/2" = V-0" 0 6„ 1' 2' 1 2 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 - 1 23 1 24 Sim 5E134.02- Unit C 339 Blown Insulation (07210). Assembly to have min. R-38 Asphalt shingles (07311) -------------- I TO Eave at 3 Story Roof -- Eave Bracket 131' -1 1/2" Re: A5/54.10 Siding_ (07460) Fiber cement fascia (07460) Fiber cement soffit with vent areas (07460) - Gypsum Board ceiling (09250) r -- Vinyl Window (08561) I 1 Hour Floor Assembly. I Re: A1/00.07 r r I TJI; refer to structural Siding (07460) Gyp. board soffit suspended below 1 hour assembly (09250) Sim E13 -174, - 54.02 ; r 14"x14" precast concrete cap Wellness ----- -- -t---- (03450) Center 0212 J1 Opp 54.02------------------------------------- Blown -------------------------- _ Floor 3 121' - 4 3/4" Vinyl Window (08561) Metal railing, painted (05721) TJI; refer to structural Composite wood decking (06730) Floor 2 - ----------- �1 A5 110'- 8 3/4" r r � i 54.08 __._. _- - - �mr _.. 1 Hour Floor Assembly. Opp __.__._. t._._ ,_. Re: A1/00.07 J19 Gyp. board soffit suspended 54.02 _ I --._.. below 1 hour assembly (09250) Sim I - - - - - --- K6 54.03 Window (08561) _.._._.__�-. -___ ____t --- Wall assembly to have a E 14� Sim min. R-13 rating + R-7.5 - continuous 54A2 --- - ---- - --- - -- ---- -- 1- Batt Insulation Sales -- - i---- - - - - Office C 125 - -- -- -- A18 - - -- - - - --- 54.03 -- R-13 minimum (07210) -- i1" Rigid Insulation - R-7.5 continuous insulation minimum (07210) A15 - - 54.08 Floor 1 1 1 I I 00 - 0 Brick veneer (04813) °- ---� ---- _ Concrete Footing and Slab Re: Structural R-10 Minimum Insulation Rating (07210) A18 Wall Section at 3 Story Exterior Balcony 42.01 1/2" = V-0" 0 6° 1' 2' 18 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management N 817 Wyandotte Kansas City, MO 64105 gal 816 421 8200 phone zwr l 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H �����ttt>! � � t►tt�f�� != AR11200135w STATE OF f 1VI) j AN f4 U 17:00:38 05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D Drawn By LS Checked By JBT ----------------- Wall Sections B ■ A Project Number: 2013.037 C Copyright 2013 t U) 0 M a) E Cz U W CL U) r - M 0 m 0 0 a� 0 CD a) W Z) XW 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 1 1 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 123 24 Rigid insulation (07210) Caulk between flashing 5/8 Exterior sheathing (06100) _ I and threshold and Door and frame between door jamb and Thin Brick 04813 ! 08110 , C2S) threshold (07920) Flashing 07620 Mortar setting bed (04813) -I:.� R g ( ) 1 Hour Roof Assembly, Re: A1/00,08 R Extend flashing (07620) Threshold (08712) Air/moisture barrier over ! 1" Rigid Insulation (07210) =1 -I Asphalt shingles(07311) below decking (06730) Wood sheathing and structural sheathing (09220). ®Cn; Air/moisture barrier over sheathing La over metal flashin ,// Sim -- �- - -- - �- framing (06100) p g �, ® ! (07272}. Lap over metal flashing ( H15 --.-- - - - -- -, -- Re: Structural -�\J\ - - _v _ Fiber Cement Lap Siding (07460) I �' ! 10 L Floor - J__ 4 ° ---- --- ------ -- Cricket and Flashing 07620 ;...m - - -;��-J �� 110 - 8 3/4 g ( ) 1 ----------- -- ------------ 5/8 Sheathing (06100) [-- -- Felt underlayment, ! Starter strip < . I turn up wall (07311) i Extend flashing (07620) ! T_ _r t - below decking (06730) ------ ------ ------ - -__ ---- _ _ - r • - _\ \ Fiber cement fascia 074601-- y- Asphalt shingles ( i co �, ' ' (07311) �,� - -- �' Fiber cement soffit with -- -._ .._. vent areas (07460) i P -------- -- - - ---- e De o ate �, Bracket , c � r i,8 • t \} I- t _I } _ ' , 54.10 -N s Threshold Detail at Sky Deck N10 Detail -Roof Cricket ~� Detail exaggerated _ �= ,c ----,° „ _ „ for clarity V 44.03 3" = 1 0 0 1 4^ 44.04 3- 1 -0 0 1 2 4" N -_-------- --- ! I e i l Asphalt shingles G 15 Sim Rigid insulation sloped t (07311) ��� to drain (07210) I !I e Asphalt shingles54.08 Roof sheathing and I y _ (07311) g -- • `oast. Re: Structural --a -- - Asphalt shingles 1 Hour Roof Assembly. Blown Insulation (07210), - __ 07311 M Re: A1/00.07 assembly to have min. R-38 ;_ -\� ( ) ± Detail exaggerated for clarity - -___ __- . TO Eave at 2 Story i Re: Sheet 40.01 - 42.03 ' Il 1L- - [ --- - ,; - --- ---,� -- --- Wood truss refer to structural - - T Roof -hi hest G Sim -- -- - - _ _ - 15 it Tri r -- -- _ 125' - 0" k---__ ���1 ;� � or exterior finish yyT_._._ . -- _ 54.08 �, TO Eave at 3 Story Blown insulation {07210). _. _ _ --- -., T --- -- ---- s bltr - � �, - � }� .-.1, � have min. R-3$ [Flashing- -- �r= L14 Wall Detail at Roof Deck - -�i�' - ---13 1 1 / of- s h A19 I I ��- ---' - 2" Fiber cement fascia - --- Decorative Bracket -- = -�� 54.08 „ _ _ „ ---- ----------- 07460 -- -- -- ---- ----- , 54.09 3 1 0 0 1 „ 2., 4.. ( ) I ----- ----------------- - -i --- L •\ __' ! A5/54.10 i ` ! Blown Insulation ! • e __.__ • . II I i II I i i 07210 assembly T Eave at 2 Story Y to I 0 _ ry e I • - '', Air/moisture barrier over structural have mm. R-38 ; I, �--------- ----------- _ Roof -hi h / II � 1 � i I � sheathing(07272). Where roof is above 1 ' �' ( ) Wall assembly to have -, ---- ( 121 7 - " Rigid insulation R-7.5 continuous --- -- I - ,,_, TO Eave at 2 Story'Gabl interior space lap over metal flashing i } j --- -- ----- • III f' I 121 ' 1 " 1 - - I „ \/ g r ( ) �---- a min. -13 ratio + R - insulation rrtii,imum 07210 Blown Insulation _ 1 Rigid Insulation (07210) -� 7.5 continuous Sim 7 assembly J 1 I % (0 210), a mbly to I I „ \ Hour oar Assembly. M18 r I ! 5l ---- - 8 Exterior sheathing (06100) 1 Bio F 54.04 v I - have min. R-38 \ Re: Al/00.07 e I � J Fiber cement fascia _ I Thin Brick (04813) Sim Gypsum Board Ceiling 07460 Fiber cement fascia , e Gypsum board soffit suspended E7 (09250) ( ) I Ll Hour Roof' _ --- (07460) i� 1 Hour Roof I Mortar setting bed (04813) lH11 below 1 hour assembly (09250) 5x.04 Fiber cement shingles 1 --- - - ----Fiber cement soffit with Assembly. (07460) Assembly. o' 54.09 Vinyl Window 08561 1 ' vent areas (07460) Re: A1/00.07 1 Fiber cement soffit with L. Re:A1/00.071 U o ( ) 1 J1 Sim J ---- J - - �. P1 Sim j J19 Sim vent areas (07460) Backer rod and sealant {07920) \ Cast Stone Cap (04720) ! 54.04 4.02 Gypsum Board Ceiling (09250) Fiber cement soffit with Sim Flashin 07620 ' Sim ( 54.081\5� I N19 g ( ) �-�_ .-- �.�; Thin Brick Veneer �19 vent areas (07460) -� 6" -�� 04813 I- - 54.02 / sim 1 Si Vinyl Window (08561) 54.0 ! ( ) _ 1 Hour Floor Assembly. 1 K1 K6 ; Sim 1 _ j Ri id Insulation Re: A1/00.07 54.03 - - 54.03 ca 04720 YP g ( ) K1 g (07210 e 14 x14 recast concrete G sum Board Ceilin 09250 \K1 p { ) 54.03 f�� i ) I Concrete Floor To- ping Sim 1 Vinyl Window (08561) Asphalt shingles _ I , Lap Siding (07460) ' (3532) ' 54.06 Sim (07311) .., I 0 '' H A19 �I \, TJI; Re: Structural t • - 14 x14 recast concrete / i ( ' _T p 54.02 Felt underlayment, / I I cap (04720) _-. - turn u wall 07311 1 i 1 Composite Wood Decking J 1 Hour Floor Asse ly - p ( ) 1 i _ _ _ • Vinyl Window (08561) - /=� and Sleepers (06730) Re: A1/0 07 _ PHP XV, e: R Floor 3 _ Metal railing, painted Mec anical /�� Sim 14"x14" precast concrete / I I v 121' - 4 3/4" --- ---- -- ----------- Sim 117-1-21' _-4 3/4-11 PHP unit; Re: 11 _ (05721) cap (04720) 4. 4 _. 5 0 / Mechanical I - , a - ' Batt Insulation R-13 `, %ti G Composite osite wood decking I g -- -- -1 -_ minimum 07210 � I I ( ) Concrete Flbo I , I 1, 11, ;I_-__ (06730) �, i TJI, Re: TJI, Re: Concrete Floor 1 Topping 035 2 _.L_ _ _ CFloor- Structural Structural To in 03532 r/ pP• g ( ) � Floor 2 1 pp• g ( ) 1 ' 110' - 8 3/4" Topping (b3532} - I- Detail exaggerated for clarity- /� F loor 2 [ 1 • Floor 2 _ Re: Sheet 40.01 - 42.03 I1 ! Sim A Sim __ for exterior finish. !n __- __-_- _ I_ 5 110' 8 3/4" 110' 8 3/4°' G 12 • ti----- Continuous Brick Soldier Fiber Cement Trim ---- � --- F14 Detail - Wall Flashing at Roof 54.03 54.08 I T _ J12 Sim Course (04813) (07460) ! „ I: 54.04 3 = 1 -0 0 1' 2.. 4,. ----- �� ' --- --- -- - - TJI, Re: Structural - - 1" Rigid Insulation R-7.5 1" Rigid Insulation R-7.5 1" Rigid Insulation R-7.5 Sim ! • , continuous insulation - ---1-- N19 _ -- continuous insulation continuous insulation -- - H16 ! - 54.02 „ ----- -- i Gyp. board soffit minimum (07210) minimum (07210) minimum (07210} 1 Rigid Insulation (07210) 54.09 i suspended below 1 - - 1 Hour Floor ( III Siding (07460) Assembl - board soffit sus ended G board soffit ---I 1 Hour Floor Green hour assembly (09250) Y Gyp' p Gyp. Assembly Air/moisture barrier over sheathing House S. -T Re: Al/00.07 below 1 hour assembly suspended below 1 hour \ Y (07272). Lap over metal flashing / - Window (08561) K1 Wall assembly to have a Sim 09250 assembly 09250 _1 \_ Re: A1/00.07 I C218 ! 1� E 54.03 min. R-13 rating + R-7.5 J19 ( ) Y ( ) Sim Fiber Cement Siding (07460) / _ _----- ........... I - -� continuous 54.02 K6 sim - 54.03 Re: Elevations for siding type 54.03 _ __ --- - --- , -- 1 Window (08561) ' Wall assembly to have411 Y 5/8" Sheathing (06100) Sim a min. R-13 rating + - Veneer brick 04813 E19 Wall assembly to have a min. ! 11 ( ) R-7.5 continuous Sim I I L20 R-13 rating + R-7.5 continuous A19 i. ( �- j N5 54,09 D - -- - -- 54.02 54.02 Flashing (07620) �. --- ! 44.03 D Opp Sim Window 08561 Window (08561) Asphalt shingles J5 I; I1 1 I I'll ( ) p g co , 54.06 " e'I 1• --- iC----- 54.08 PHP unit; Re: (07311) iFloor-- - ---- (I ( Brick veneer (04813) Mechanical 4" ; 2 1, _. Batt Insulation, R-13 Batt Insulation, R-13 i Metal railing (05721), ------ -- minimum (07210) minimum (07210) - painted A6 ., I I 54.03 Batt Insulation, R-13 I, Felt underlayment, • _.__ I _ _ minimum (07210) turn up wall (07311) C --- -- Floor 1 - idin 74 S g (0 60) - •°° ° ° ' ! Floor 1 Floor 1 _ Truss. Re: Structural - 100 - 0 _ - .a :. 100' 0" 100' 0„ n !_ I Concrete slab on grade, Concrete slab and foundation, ° - I- Re: Structural I ° St 1 Re: structural _ ! • Concrete slab and foundation, _ Brick veneer (04813) ! a �\_ -- Re: structural R-10 Minimum Insulation 4 Ratio 07210 Concrete slab and foundation, 1' -1 ---- ° ---- � I , R-10 Minimum Insulation Re: structural - Al ° -I 4 ° ° Ratio 07210 Rating _. 4. R-1 Minimum Insulation -- 5 03 _._._.__: -) - Detail exaggerated for clarity i Rating (07210) ! ! gg tY Al A6 Wall Section at 2 Star Exterior A10 Wall Section at 2 Stor Exterior A14 Detail - Wall Flashin at Roof Re: Sheet 40.01 -42.03 for A19 Wall Section at Greenhouse Wall Section at 2 Story Exterior Balcony y y g S exterior finish. A 31.04 1/211 = 1 '-011 0 6° 1 2' 42.01 1 /2" = 1 '-0" 42.03 1 /2" = 1 '-0" 0 6° 1 2' 40.01 3" = 1 '-0" 0 6° 1 � 2' 0 1 2° 4" 42.01 1 /2" = 1 ` 0" 0 6° 1' 2' A 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 10 1 11 1 12 1 13 14 1 15 1 16 1 17 1 18 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f %\1'\ItlIIIfill �jj� =c AR11200135 �= � STATS OF � ✓,.r��+C{H lG 16:58:57 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS, BS Checked By JBT Wall Sections 44.03 Project Number: 2013.037 Oc Copyright 2013 + BeeTriplett Buck Arch,tecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 R 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f %\1'\ItlIIIfill �jj� =c AR11200135 �= � STATS OF � ✓,.r��+C{H lG 16:58:57 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS, BS Checked By JBT Wall Sections 44.03 Project Number: 2013.037 Oc Copyright 2013 V 2 3/4° rX I N E L 17 2 13 Slope 14 Slope -- J1 Wall Section at False Chimney J 31.10 1„ = 1'-0° 0 3„ 6° 1, 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 15 1 16 1 17 Prefinished Sheet Metal TO Eave at 3 Story ' Cap Flashing (07710) ( l --- - ----- -----------Roof-highest H15 I -- ------ ----------- - - 54.10 135' - 5 1 /2" 2 x 4 wood studs Re: Structural I Air/moisture Barrier over exterior i sheathing (07272) overlap flashing 1 Hour Roof Assembly. I -i Re: A1/00.08 13/411 Thin Brick (04813) Asphalt shingles (07311) Mortar setting bed (04813) N10 Sim 12„ Prefinished gutter _- ' (07710) I 44.03 Felt underlayment (07322) 12' -- - Decorative Bracket A5/54.10 A16 Sim Wood Truss, Re: Structural - ` ''----- �, Raaf Sheathing (06100); 5° \ __.___._._. refer to structural r 54_x` TO Eave at 3 Story TO Eave at 3 Story _ _Roof -hi h Roof -high %! '----- Wood Truss 132' ------7V132'- 1 112" �I Re: Structural ( �-• T - """"T_7j a TO Eave at 3---- -- - ,I!Fiber cement fascia (07460) ---- - - --- Stogy Roof \ r 131 1 1/2" - -- - Fiber cement soffit with vent areas 07460 ( ' { Decorative bracket A1/54.10 F ibe r cement fascia (07460)x: , e _ Blown Insulation (07210) M18 � im�' i � 54.04 Fiber cement soffit with �� Wood truss; refer to structural vent areas (07450) Blown Insulation (07210). 1 Hour Roof Assembly; -\- Assembly to have min. R-38 Re: A1/00.07 ice\ In wall PHP unit, j___ Concrete FloorTopping Gypsum Board Ceiling (09250) Blown Insulation (07210), Re: Mechanical !` over wood subflooring 03532Sim' assembly to have min. R-38 - Vinyl Window (08561) G �- ( ' � Floor 3 54. H19 04 Gypsum Board Ceiling - - - -- (09250) 7777 -- r, R-7.5 continumous Vinyl Window-- - -- _- 121 4 3 4 1RigidInsulation insulation minimum (08561)^-^^- Wali assembly to have a (07210) � I min. R-13 rating + R-7.5 Concrete Floor -- i continuous TJI; Re; Structural Topping (03532) ' Sim A9 1 Hour Floor Assembly TJI, Re: structural x 54.06 Re: Al/00.07 i -� - ------ - -- -- - -- - Floor 3 rik Floor 3-11 _ 121 -43/4 12'V-43/4 -- -- 1" (2 layer) Gyp. board ceiling (09250) - Thin Brick soldier Wall assemblyto have a min. course (04813) Gypsum board soffit suspended R-13 rating + R-7.5 continuous below 1 hour assembly (09250) 1 Hour Floor Assembly. Sim NOTE: Refer to wall type 1 Re: A1/00.07 N19� 54.02 for additional information Gypsum Board ceiling (09250) Sim Gypsum Board M18 ceiling (09250) 7E4.04)Wall assembly to have a min. TJI, Re: Structural R-13 rating + R-7.5 continuous Sim Vinyl Window (08561) H1 E7 54.09 Precast Concrete' 54.04 Vinyl Window (08561) -_ _- Cap (04720) H19 Sim' 1" Rigid Insulation 54.04 Batt Insulation, R-13 Batt Insulation, R-13 R-7.5 continumous La Siding minimum (07210) minimum (07210) Q insulation minimum (07460) Concrete Floor 1" Rigid Insulation R-7.5 (07210) I Topping (03532) continuous insulation Brick veneer 5/�' Sheathing minimum (07210) e (04813) I (0100) TJI; Re: Structural Concrete Floor Topping Al Sim (03532) I i Composite decking 54N1 Sim 1 Hour Floor Assembly. ' Asphalt shingles (07311) over EPDM roofing I ( 410 Re: Al/00.07 -- v Fr --------------- --------- - --I. --' -------------- ------ ---- -- ----- ------------ - ------- 110' Floor -2--- 110'r 10' 8 3/4° 8 3/4°- -- ------ Brick soldier course (04813) \ ---------- 12° Metal railing (05721), Batt Insulation, R-13 - --- T painted `~ ~ minimum (07210) Exterior gypsum 1 Hour Roof Assembly. board ceiling (09250) TJI; Re: Structural Re: A11/00.08 1 Hour Floor Assembly. Y I Re: Al 7 --_-_- ../ Gypsum board soffit Gypsum board soffit suspended /00 0 below 1 hour assembly 09250 suspended below 1 hour Y ( ) Gypsum board soffit assembly (09250) suspended below 1 1x12 fiber _ Wall assembly to have a min. - hour assembly 09250 R-13 rating + R-7.5 continuous q Y ( ) cement (07460) CD , K� Sim Beam per -- - Window (08561) 5 N St t 106100 19 20 21 22 23 R U 24 10 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Vill Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 1 A 14\ Gastinger Walker Harden Precast Concrete 54.00 Architecturel Interior Designl Construction Management H Cap (04720) - Sim N12 817 Wyandotte -- - ---- 54.02 ' Lap Siding 816 421 1262 fax Gyp. board soffit "`"' design with insight.com (07460) 1 hour assembly Brick veneer 5/8" Sheathing (09250) (04813) (06100) Bob D. Campbell &Company, Inc. G 4338 Belleview Assembly Kansas City, Missouri 64111 Re: A1/00.07 Ballasted EPDM L ConcretV(03532) roofing (07531) Topping Pearson Kent McKinely Raaf Engineers, LLC /N1 lk --Floor 2. - ----- ------------ )t54.03 Overland Park, Kansas 66214 110'-83/4"1 1- K Civil Engineer k Welhe Engineers Brick Soldier Course Indianapolis, IN 46280 F (04813) GN2Sim 1 Hour Roof Assembly, - TJI, Re: Structural Santee/Becker Associates, LLC Re: A1/00.08 - Gyp. board soffit Mission, Kansas 66202 E Batt Insulation, R-13 minimum (07210) Lay -in ceiling below 1 hour assembly (09511) D 1" Rigid Insulation R•7.5 continumous -� C6 insulation minimum 0 (07210) `oI Concrete Slab Re: Structural �`z�A1$ C Wall assembly to have a min. 54.03 R-13 rating + R-7.5 continuous U c --Floor 1. - - ---- _ ' r• 1001-01, ^� R-10 Minimum Insulation .I - B Rating (07210)=-- a -• j % °° Concrete Footin >. Re: Structural _ p cn Al Wall Section at KitcHeo - v A 42.01 1/2" = V-0" 0 6° 1' 2' 1 21 3 4 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 15 1 16 1 17 Prefinished Sheet Metal TO Eave at 3 Story ' Cap Flashing (07710) ( l --- - ----- -----------Roof-highest H15 I -- ------ ----------- - - 54.10 135' - 5 1 /2" 2 x 4 wood studs Re: Structural I Air/moisture Barrier over exterior i sheathing (07272) overlap flashing 1 Hour Roof Assembly. I -i Re: A1/00.08 13/411 Thin Brick (04813) Asphalt shingles (07311) Mortar setting bed (04813) N10 Sim 12„ Prefinished gutter _- ' (07710) I 44.03 Felt underlayment (07322) 12' -- - Decorative Bracket A5/54.10 A16 Sim Wood Truss, Re: Structural - ` ''----- �, Raaf Sheathing (06100); 5° \ __.___._._. refer to structural r 54_x` TO Eave at 3 Story TO Eave at 3 Story _ _Roof -hi h Roof -high %! '----- Wood Truss 132' ------7V132'- 1 112" �I Re: Structural ( �-• T - """"T_7j a TO Eave at 3---- -- - ,I!Fiber cement fascia (07460) ---- - - --- Stogy Roof \ r 131 1 1/2" - -- - Fiber cement soffit with vent areas 07460 ( ' { Decorative bracket A1/54.10 F ibe r cement fascia (07460)x: , e _ Blown Insulation (07210) M18 � im�' i � 54.04 Fiber cement soffit with �� Wood truss; refer to structural vent areas (07450) Blown Insulation (07210). 1 Hour Roof Assembly; -\- Assembly to have min. R-38 Re: A1/00.07 ice\ In wall PHP unit, j___ Concrete FloorTopping Gypsum Board Ceiling (09250) Blown Insulation (07210), Re: Mechanical !` over wood subflooring 03532Sim' assembly to have min. R-38 - Vinyl Window (08561) G �- ( ' � Floor 3 54. H19 04 Gypsum Board Ceiling - - - -- (09250) 7777 -- r, R-7.5 continumous Vinyl Window-- - -- _- 121 4 3 4 1RigidInsulation insulation minimum (08561)^-^^- Wali assembly to have a (07210) � I min. R-13 rating + R-7.5 Concrete Floor -- i continuous TJI; Re; Structural Topping (03532) ' Sim A9 1 Hour Floor Assembly TJI, Re: structural x 54.06 Re: Al/00.07 i -� - ------ - -- -- - -- - Floor 3 rik Floor 3-11 _ 121 -43/4 12'V-43/4 -- -- 1" (2 layer) Gyp. board ceiling (09250) - Thin Brick soldier Wall assemblyto have a min. course (04813) Gypsum board soffit suspended R-13 rating + R-7.5 continuous below 1 hour assembly (09250) 1 Hour Floor Assembly. Sim NOTE: Refer to wall type 1 Re: A1/00.07 N19� 54.02 for additional information Gypsum Board ceiling (09250) Sim Gypsum Board M18 ceiling (09250) 7E4.04)Wall assembly to have a min. TJI, Re: Structural R-13 rating + R-7.5 continuous Sim Vinyl Window (08561) H1 E7 54.09 Precast Concrete' 54.04 Vinyl Window (08561) -_ _- Cap (04720) H19 Sim' 1" Rigid Insulation 54.04 Batt Insulation, R-13 Batt Insulation, R-13 R-7.5 continumous La Siding minimum (07210) minimum (07210) Q insulation minimum (07460) Concrete Floor 1" Rigid Insulation R-7.5 (07210) I Topping (03532) continuous insulation Brick veneer 5/�' Sheathing minimum (07210) e (04813) I (0100) TJI; Re: Structural Concrete Floor Topping Al Sim (03532) I i Composite decking 54N1 Sim 1 Hour Floor Assembly. ' Asphalt shingles (07311) over EPDM roofing I ( 410 Re: Al/00.07 -- v Fr --------------- --------- - --I. --' -------------- ------ ---- -- ----- ------------ - ------- 110' Floor -2--- 110'r 10' 8 3/4° 8 3/4°- -- ------ Brick soldier course (04813) \ ---------- 12° Metal railing (05721), Batt Insulation, R-13 - --- T painted `~ ~ minimum (07210) Exterior gypsum 1 Hour Roof Assembly. board ceiling (09250) TJI; Re: Structural Re: A11/00.08 1 Hour Floor Assembly. Y I Re: Al 7 --_-_- ../ Gypsum board soffit Gypsum board soffit suspended /00 0 below 1 hour assembly 09250 suspended below 1 hour Y ( ) Gypsum board soffit assembly (09250) suspended below 1 1x12 fiber _ Wall assembly to have a min. - hour assembly 09250 R-13 rating + R-7.5 continuous q Y ( ) cement (07460) CD , K� Sim Beam per -- - Window (08561) 5 N St t 106100 19 20 21 22 23 R U 24 10 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Vill Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 1 hour assembly (09250) H 1 Hour Floor Assembly Re: Al/00.07 \tI�iI,es��lt Concrete Floor G .�`` �� ,tST,,L g'f�,, Topping (03532)7 .. Sim z AR11200135 �= 54.02 r STATE OF f�i�t C H I T _ 7.11 1"" Rigid Insulation R-7.5 continuous _ ' - insulation minimum (07210) Sim _ J12 ISSUED FOR: Brick veneer (04813) 54.02 100% Construction Documents 11 July 2013 /Window (08561) TJI, Re: Structural E Brick veneer beyond Gyp. board soffit (04813) suspended below 1 hour assembly (09250) L20 4.03 ruc Ura ( ) Window (08561) 54,10 _ D r Wrap beam with 1" - - Sim Window Co �A15 \Sim' Gs (08561) fiber cement (07460) 54.08 Brick veneer beyond (04813) I I I VO3 1 , Brick veneer Brick veneer (04813) ' ( Concrete Slab 104813 g ( ) Metal railing (05721), Concrete Slab ( ) Metal railing 05721 , ! I I I Re: Structural Re: Structural painted A6 painted Sim 5 Concrete Slab ----- r1 C Concrete Slab --- 54.03 Re: Structural I 54.02 Drawn By LS i Re: StrUCtural -- Checked By JBT Floor 1- --------- -- - ------ ---- --------------- ---- ---- -- -- - --- --- -- ---- - -- Floor 1--- -Floor 1-- - ----- - _ � -- - Floor --- ---- -- -- - - - 1 1 8 1 Go - 100' - 0" - -- - 100' - 0" 100' --1001-011 Concrete Footing A18 = - \/\/\/\ ' \ /'\//\ % ` �\ ° 8 r' = 54.03 - Concrete Footing \, \\ \\ \\ \� \/\//\/� /\/\/\/\ d. /\/ RStructural 9 e � �. i �\ -- I Wall , __ � I _ / a Sections Re: / / / / \ i � n r Footin i �Co c ete _ a li I i g - I- A/ \Concrete Footin \ /\\ \ °a A \\/ i B\ \ ReStructural \ R-10 Minimum Insulation / /Re: Structural R-10 Minimum Insulation n Rating (07210) A/ v ° - Rating (07210) R-10 Minimum Insulation \� \ R-10 Minimum Insulation Rating (07210) \/ G ° �` 1 Rating (07210) e \" /\ \ I I I I I I I A5 Wall Section at IL Dining M5' A9 Wall Section at Low Roof A15 Wall Section at 2 Story False Balcony A19 Wall Section at 3 Story Balcony Dining Y Y Y Y ■ 42.01 1/2" = 1 '-0" 0 6° 1 2' 31.06 1/2" = 1 '-0" 0 6° 1' 2' 31.03 1/21' = 1'-0'" 0 6° 1' 2' 31.02 1/211 = 1 '-0" 0 6° 1' 2' A ----------------------------------------- 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 Copyright 2013 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N Sim N12 817 Wyandotte -- - ---- 54.02 Kansas City, MO 64105 t 816 421 8200 phone 816 421 1262 fax Gyp. board soffit "`"' design with insight.com suspended below 1 hour assembly M (09250) Structural Engineer Bob D. Campbell &Company, Inc. - 1 Hour Floor 4338 Belleview Assembly Kansas City, Missouri 64111 Re: A1/00.07 816.531.4144 p / 816.531.8572 f L ConcretV(03532) Mechanical / Electrical / Plumbing Engineer Topping Pearson Kent McKinely Raaf Engineers, LLC /N1 8801 Ballentine, Suite 200 )t54.03 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Welhe Engineers 10505 N. College Avenue Indianapolis, IN 46280 ' 317.846.6611 p / 317.843.0546 f GN2Sim J Food Service Consultant - TJI, Re: Structural Santee/Becker Associates, LLC 6700 Squibb Road, Suite 101 - Gyp. board soffit Mission, Kansas 66202 suspended below 913.362.1800 p / 913.362.2609 f 1 hour assembly (09250) H 1 Hour Floor Assembly Re: Al/00.07 \tI�iI,es��lt Concrete Floor G .�`` �� ,tST,,L g'f�,, Topping (03532)7 .. Sim z AR11200135 �= 54.02 r STATE OF f�i�t C H I T _ 7.11 1"" Rigid Insulation R-7.5 continuous _ ' - insulation minimum (07210) Sim _ J12 ISSUED FOR: Brick veneer (04813) 54.02 100% Construction Documents 11 July 2013 /Window (08561) TJI, Re: Structural E Brick veneer beyond Gyp. board soffit (04813) suspended below 1 hour assembly (09250) L20 4.03 ruc Ura ( ) Window (08561) 54,10 _ D r Wrap beam with 1" - - Sim Window Co �A15 \Sim' Gs (08561) fiber cement (07460) 54.08 Brick veneer beyond (04813) I I I VO3 1 , Brick veneer Brick veneer (04813) ' ( Concrete Slab 104813 g ( ) Metal railing (05721), Concrete Slab ( ) Metal railing 05721 , ! I I I Re: Structural Re: Structural painted A6 painted Sim 5 Concrete Slab ----- r1 C Concrete Slab --- 54.03 Re: Structural I 54.02 Drawn By LS i Re: StrUCtural -- Checked By JBT Floor 1- --------- -- - ------ ---- --------------- ---- ---- -- -- - --- --- -- ---- - -- Floor 1--- -Floor 1-- - ----- - _ � -- - Floor --- ---- -- -- - - - 1 1 8 1 Go - 100' - 0" - -- - 100' - 0" 100' --1001-011 Concrete Footing A18 = - \/\/\/\ ' \ /'\//\ % ` �\ ° 8 r' = 54.03 - Concrete Footing \, \\ \\ \\ \� \/\//\/� /\/\/\/\ d. /\/ RStructural 9 e � �. i �\ -- I Wall , __ � I _ / a Sections Re: / / / / \ i � n r Footin i �Co c ete _ a li I i g - I- A/ \Concrete Footin \ /\\ \ °a A \\/ i B\ \ ReStructural \ R-10 Minimum Insulation / /Re: Structural R-10 Minimum Insulation n Rating (07210) A/ v ° - Rating (07210) R-10 Minimum Insulation \� \ R-10 Minimum Insulation Rating (07210) \/ G ° �` 1 Rating (07210) e \" /\ \ I I I I I I I A5 Wall Section at IL Dining M5' A9 Wall Section at Low Roof A15 Wall Section at 2 Story False Balcony A19 Wall Section at 3 Story Balcony Dining Y Y Y Y ■ 42.01 1/2" = 1 '-0" 0 6° 1 2' 31.06 1/2" = 1 '-0" 0 6° 1' 2' 31.03 1/21' = 1'-0'" 0 6° 1' 2' 31.02 1/211 = 1 '-0" 0 6° 1' 2' A ----------------------------------------- 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 Copyright 2013 0 0 1 12 13_ 14 15 16 17 18 Asphalt Roofing Shingles (07311) Felt underlayment (07322) Roof Sheating (Re: Structural) Sheet Metal Flashing (07620) 2 x 4 Wood Framing 0 16" O.C. (06 4 r C420) 3/" Fiber Board ' 11 (07460) N `' 1/2" Fiber Cement Board (07460) Eave Bracket (06100) - Re: H 1 / 54.10 M Prefit ished gutter (07710) co N T 3/4" Fiber Cement Board (07460) 2'- 5 3/4" L K1 I Typical Eave Detail at Porte Cochere K 44.05 1 1/2" = 1'-0" Precast concrete cap below. Color to match premanufactured cap -7 -----_ . -- stones I, J - Architectural polymer compostie column cover (06810) I T H m 1 -hour rated Re:A21 /00.08 Steel column (05120) Re: 11-511 V-5" Structural � I G1 Column Detail at Al Entry G 44.05 1/2" = V-0' 0 6" 1' 2- 41-011 1 -2 2'-10" Brick veneer (04813) 1 -hour rated steel cl, column. Re: A21/00.08 F 7 c\I Re: Structural 6J �� 6" Metal stud (05500) 0 �r- 0 5/8" sheathing (06100) E HI (Es; D1 Colur> n Detail at Porte Cochere Base D 44.05 1/2" = l',10" 0 6„ 1' 2, 1 u I u.. �- Precast concrete cap, Cn -1 1 --- - below. Color to match premanufactured CZ M C capstones L 0 cu o I CL_ T cn 00 0 0 1 -hour rated column. Re: T A21/00.08 0 59 1 Architectural polymer B r = - j composite column cover E (06810) 0 0 `Es) Al Column Detail at Porte Cochere Capital A5 Section at Porte Cochere 6 A 44.05 1/2" = V-0" 0 6" 1' 2' 42.01 1/2" = V-011 0 6" 1' 2' 1 1 2 1 3 4 5 6 7 8 Pre-engineered Roof Truss Re: Structural 3/411 Fiber Cement Board (07460) Steel Beam. Re: Structural 2x Wood Framing I' at 16" O,C. (06420) s - i co 314" Fiber Cement Board (07460) 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 • -- -,. . - -I_ �__r,.__ .. 117 118 119 120 121 122 _ l Architectural polymer�Esj Architectural polymer composite column cover composite colum cap (06810) and trim (06810) l M22 Sheet Metal FIll shin9 Fiber 3/4" r ioer Ce '-`° • --' Cap (07620) Board 1,0748( x 44.05 Sealant (079 N Sheet Metal 1= II Flashing (07( . I 1 I i Architectural Cn composite co j cap (06810) \_-7, I I I i° 1 2" 8.3/4" d 8 3/4" itI L I, 1 i M17 Detail at Porte Cochere Column Capital 44,05 1 1/2" = 1 '-0'" 0 2., 4" 81,- 81, e ant 23 24 SEs; Carmel Senior Living T R Detail at Capital Flashing I 44,05 1 1 1/2" = V-011 0 2" 4" 8" Asphalt shingles (07311) Fiber Cement Fascia Fiber cement soffit with vent areas (07460) Siding (07460) Decorative Bracket Al / 54.10 Wood truss; Re: Structural SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N r 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 4 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer composite column . Pearson Kent McKinely Raaf Engineers. LLC cover (06810) -- Blown Insulation (07 210). 8801 Ballentine, Suite 200 Assembly to have min. R-38 Overland Park, Kansas 66214 K9 Eave Detail at Al Entry 913.492.2400 p / 913.492.2437 f Thin brick (04813) K 44.05 1 1/2" = 1'-0" 0 2" 4" 8 Civil Engineer (,EsjBrickVeneerAll weihe Engineers tS halt Shingle 10505 N. College Avenue p g Architectural polymer (04813) Asphalt shi , les (07 11) � ioofing (07311) composite column i Indianapolis, IN 46280 cover (06810)317.846.6611 p / 317.843.0546 f 6" Metal stud Wood rafter; Re: Str tural Precast concrete cap (05500) below. (04720) o �� Food Service Consultant Santee / Becker Associates, LLC Vood Truss T o cv 5/8" sheathing �� ,� TO Eave at 2 Story 6700 Squibb Road, Suite 101 3e: Structural Slope (06100) Roof-hi_gh ,All Mission, Kansas 66202 121' _-711 �t1I 0 913.362.180 p / 913.362.2609 f /8" Exterior gypsum "' TO Eave at 2 Stoq Roof t� H bard (09250)-=- r 1 hour rated Re: - - --- --- - - - 120'- 1 1/2��� iteel Beam 111 __1 l-211 - Brick veneer. Size and 1 ° - 411 11-411 A21/00.08) Steel Wall assembly to have a min, R-13 ie: Structural color to match building rating + R-7.5 continuous �` (04813) 2 -8 Column (05120) Re: Structural ____]Thin brick (04813) Glo Detail -Porte Cochere Column Base G14 Column Detail at AL Entry `r��tr�rriitririrr��i fiber Cement 44.05 1 112°° = 1 °-0" 11 _ I_ II Wood Truss Kg � Asphalt shingles (07311) � B�F.Ty�ifi 0 2" 4" 811 44.05 1/2 - 1 0 0 6" 1' 2' A14 (Re: Structural) 44.05 G �•+,STF9 rim (07460) PSL header beam �- Q.� Exterior sum board Al Sim Concrete Floor 44.0 - (Re: Structural) _= AR'11200135 �= gypsum 54.04 Topping (03532) ceiling09250 TJI; Re: Structural 1 _Floor 2-' STATE OF �= ( ) 1 Rigid Insulation R-7.5 Floor 2 t1 - 110' - 8 3/4" ',enter of Steel Asphalt shingles (07311) continuous insulation - 110' - 8 3/41 ;olumn minimum (07210) - 1 �`ri,'`t Q 1 A� Prefinished gutter (07710) '�i�'�� HIT trchitectural Polymer 1x12 fiber cement (07460) ___ F L13 12.1 1 � ;omposite Column 12" - 09:20:19 -0600' ;over (06810)��.�' y 7 - 3„ � - -_--- 1 5/8" Exterior gypsum Siding (07460) 1 Hour Floor Assembly. board (09250) ISSUED FOR: Re: Al/00.07 ' 9 9 100% Construction Documents 11 July 2013 N TJI; refer toil 'recast Concrete Structural - Fiber Cement E !1 Addendum #1 23 September 2013 Trim (07460) ;apstone, color to - ! v ASI #1 31 October 2013 Siris SimPolymer G 12 1 Hour Floor Assembly. Lg Architectural Hatch specified color Y 3 CCD #1 10 December 2013 p �- Composite Column If remanufactured Beam per Structural (06100) 54.03/ Re: Al/00.07 54.05 , p C `-- \` o Cover (06 810) apstones Wrap beam with 1°' Gypsum board soffit fiber cement (07460) suspended below 1 Precast Concrete r G1 T ; hour assembly (09250) 1 Capstone, color to match G10 im 44.05 D of )tone Veneer (04700) ° 1 Window (08561) 0 Sim premanufactpueedied capstlones 44.05 MC Dining Wall assembly to have C168 54.05 ! Brick Veneer (04813) Ln T 'refinished Sheet a min. R-13 rating + R- Prefinished Sheet Nil Aetal Flashing ----- ----L g 7.5 continuous 1 Metal Flashing 07620) _ I �!A1 Sim (07620) )lab on Grade !------- Batt Insulation, R-13 54.05 Al -�--- - N C le: Civil 54.03 G 14 Slab on Grade '- ! minimum (07210) - - 44.05 Drawn By Ls ___!_. _._ ._ (Re: CMI) -- - - cU Checked B JBT Floor 1 ,�� T Floor 1 y 100 0 l 1 1 1 1 1 1 00' - 0" _ I II , ._._._III_._. _III -.--.-- 1 Floor 1 - -- a. _ a Footing (Re: - - _ _ - Wall Sections Structural) 1 - a ! -1 C - a ,a Footing 11 - -- -- I'I Concrete Slab and Footin g e (Re: Structural} 9 a R-10 Minimum Insulation - Rating (07210) -- A10 Section at Memory Garden Roof A17 Section at AL Entry 12.01 1/2" = V-011 0 6" 1' 2' 42.02 1/2" = V-011 0 6" 1' 2' A 9 10 1 11 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 �Oc Copyright 2013 2 3 1 4 5 Carmel Senior Living WALL TYPE "J" Design No. U356 June 03, 2013 Finish Rating — 23 Min (Exposed to Fire on Interior Face Only) STC minimum rating 50 Bearing Wall Rating — 1 Hr R Finish Rating — 23 Min Finish Floor 2x6 Wood Studs Siding (07460) 2x6 Wood Studs SW quadrant of 136th Street and Illinois (06100) (06100) 518"O.S.B, Sheathing Finish Ceiling (06100) Re: Structural Q (re: schedule) Alrlmolsture barher Finish Ceiling (07272)1 Vapor retarder (07210) Brick(04813) 5/8" Gypsum Board r - ( schedule) e. (09250) P Batt Insulation (07210) Finish Floor 200 Spruce Street, #200 2x6 Wood Studs (09250) (06,100) 518" Gypsum Board N (09250) Baft Insulation Fire- Side 1- 4" O.C. (0721110) Description 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in, top and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (item 5). When Mineral and Fiber Boards* (item 5A) are considered as bracing for the M studs, the load is restiricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board*— Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and beaning plates 7 in. OC with 6d cement -coated nails, 1-7/8 in. long with 1/4 in. diam head., When Item 7, Steel Framing Members", is used, gypsum panels attached to furTing channels with 1 in. long Type S bugle -head steel screws spaced 12 im L OC. When Item 7A, Steel Framing Members*, is used, two layers of gypsum panels attached to furning channels. Base layer attached to fuming channels with 1 in. long Type S bugle - head steel screws spaced 12 in. OC. Face layer attached to fuming channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. See Gypsum Board (CKNX) Category for names of Classified Companies. 2A. Gypsum Board*- (As an alternate to Item 2, not shown) - Any Classified 518 in. thick, 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) catergory. Applied vertically and attached to studs and beaHng plates with 1-114 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in, OC, with last screw 1 in. from edge of board. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO J USG MEXICO S A DE C V 2B. Gypsum Board*- (As an alternate to Item 2, not shown) - Any Classified 5/8 in. thick, 4 ft wide gypsum panels applied vertically and attached to studs and bearing plates with 1 - 114 in. long Type W coarse thread gypsum panel steel screws spaced a max of 8 in. OC, with last screw I in. form edge of board, ACADIA DRYWALL SUPPLIES LTD — Type X AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C H CERTAINTEED GYPSUM INC — Type C or Type X CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type EGRG, Type GlasRoc PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG -1 1, PGS-WRS. TEMPLE-INLAND — Types X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type -X, Soffit -Type X, Type X ComfortGuard Sound Deadening Gypsum Board. G THAI GYPSUM PRODUCTS PCL — Type C or Type X 2C. Gypsum Board*- (As an alternate to Item 2, not shown) - For Use with Item 5A only - 5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max of 8 in. OC, with last screws 1 in. and 4 in. from edges of board. Finish Rating is 25 min. 3. Joints and NaiIhead3 — (Not Shown) — Wallboard joints covered with tape and F . , joint compound. Nall heads covered with joint compound. 4, Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with alumium fDII or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance E Directory for names of Classified Companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (item 4) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Altemate application method.- The fiber is applied with U.S. Greenfiber LLC Type ADI 00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance D with the application instructions supplied with the product. Nominal dry density of 2.5 lb/113. 1� U S GREENFIBER L L C —INS735 & INS745 for use with wet or dry application. INS51OLD, INS515LD, INS541 LD, INS735, INS745, INS765LD, and INS77OLD are to Ml be used for dry application only. CD 5. Wood Structural Panel Sheathing — Min 7116 In. thick, 4 ft wide wood structural E panels, min grade "C -D" or "Sheathing,". Installed with long dimension of sheet E C (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Hon'zontal joints backed with nom 2 by 4 -in, wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails. M spaced 6 in, OC at penimeter of panels and 12 in. OC along intenor studs. rl- Cn 5A. Mineral and Fiber Boards"' - As an alternate to Item 5 - Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with B 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at penmeter of panels and 12 in. OC along intedor of studs. As an option a weather resistive banrier may be applied over the Mineral and Fiber Boards. 31 TEMPLE-INLAND FOREST PRODUCTS CORP - Types FiberBrace or QuietBrace Al Walltype 1 - 1 -Hr exterior wall 5i P Not to Scale b A .................... 7 2 3 4 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 6. Exterior Facings-- Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing-. A. Vinyl Siding — Molded Pla3tid*�-- Contoured nigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Matenials Directory for names of manufacturers. B, Particle Board Siding — Hardboard extenor sidings including pattemed panel or lap siding. C. Wood Structural Panel or Lap Siding — APA Rated Siding. Exterior, plywood, OSB or composite panels with veneer faces and s�ruictural wood core, per PS 1 or APA Standard PRP -1 08, including textured, rough sawn, medium density oveday, brushed, grooved and lap siding. D. Cementitious Stucco — Portland cement or synthetic stucco systems with self -fuming metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on systern. E, Brick Veneer —.Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Bn%-,Ir,% veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC hohzontally. One in, air space provided between birick veneer and sheathing. F, Exterior Insulation and Finish System (EIFS)— Nom 1 in, Foamed Plastic* insalati,on bearing the UL Classification Marking, attached over sheathing an . nI$ e wi coa nq system, or ortlan cement or synt e systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categonies for names of Classified companies. 3. Siding — Alum num or steel siding attached over sheathing to studs. H. Fiber -Cement Siding - Fiber -cement exterior sidings including smooth and pattered panel or lap siding. 7. Steel Framing Members - (Optional, Not Shown)* - Furning Channels and Steel Framing Members as deschbed below - a. Furring Channels - Formed of No. 25 MSG gaiv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are ovedapped 6 in. and tied together with double strand of No. 18 SWG ga1v steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the ovedap, with one screw on each flange of the channel. Gypsum board attached to fum-rig channels as described in Item 2. b. Steel Framing Membere - Used to attach fuming channels (Item 7a) to studs. Clips spaced 48 in. OC,, and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Fur�ring channels are friction fitted into cAlps. PAC INTERNATIONAL INC - Type RSIC-1. 7A. Steel Framing Members - (Optional, Not Shown)* - Fuming Channels and Steel Framing Members as described below: a- Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and bed together with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsum board attached to furhng channels as descnibed in Item 2. b. Steel Framing Members" - Used to attach furning channels (item 7a) to intenior side of studs. Clips spaced 48 in. OC, and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Fuming channels are friction fitted into clips. KINETICS NOISE CONTROL INC - Type Isomax. *Bearing the UL Classification Mark ---if As stated above WALL TYPE T Carmel Senior Living Design No. U311 July 03, 2013 Bearing Wall Rating — I HR. Finish Rating — 23 Min secured to studs as described In Item b. Ends of adjoining channels STC minimum rating 50 are ovedapped 6 in. and tied together with double strand of No. 18 1 hour rated ceiling assembly SWG galv steel wire near each end of ovedap. As an altemate, ends of adjoining channels may be overlapped 6 in..and secured 2x6 Wood Studs toget,er with two self-tapong #6 framing screws, min. 7116in. SW quadrant of 136th Street and Illinois jwg at the mid Point of the overlap, with one screw on each flange of (06100) the channel. Wallboard atta&,ed to fuMng channels as described in Carmel, Indiana 46032 item 2. Finish Ceiling b. Steel Framing Members* - used to attach furnng channels (item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with r - ( schedule) e. No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. 5/8" Gypsum Board Furfina channels are Mction fitted into clips. 200 Spruce Street, #200 PAC INTERNATIONAL - Type RSIC-1, RSIC-1 (2.75). (09250) 7. Wall Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional Acoustical Insulation Finish Floor ac=rdance with manufacturer's recommendations. When the QR -51 0 5/8" Gypsum Board 2x6 Wood (09250) Stud (06100) Resilient Channel I Acoustical Insulation (09111) (09250) Description 1 . Wood Studs — Nom 2 by 4 in., spaced 16 or 24. OC. Effectively cross braced. 2. Resilient Channel — 25 MSG gaIv steel. Resilient channels spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1- 1 /4 in. long Type W coarse thread gypsum panel steel screws. 2A. Steel Framing Members (Optional, Not Shown)*a As an altemate to Item 2, furning channels and resilient sound isolation clip as descnibed below - a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as descn'bed in Item b. Ends of adjoining channels are ovedapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two seff-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. A6 Walltype 2 - 1 -Hr unit Corridor Not to Scale 6 1 7 1 8 1 9 1 10 b. Steel Framing Members*- Resilient sound isolation clip used to attach furning channels (item a) to studs (Item 1). Clips spaced 48 in. OC_ and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL -Type RSIC-1. 2B. Steel Framing Members* - Optional - Not Shown - Used as an allemate method to attach resilient channels (item 2). Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1-3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC - Type RC Assurance. 3. Gypsum Board* - 5/8 in. thick, 4 ft wide- Screw attached on one side of wall to furring channels with 1 in. long, self-dHIlIng, self -tapping steel screws spaced 12 in. OC, vertical Joints located midway between studs and back blocked with fuming channels, attached with 1 in. long, self -drilling, self -tapping screws, spaced 12 in. OC, along each edge. Gypsum board on opposite side of wall attached directly to studs with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced 12 in. OC. Vertical joints shall be located over studs on this side of the wall AMERICAN GYPSUM CO —Types AG -C. CERTAINTEED GYPSUM INC — Type FRPC, Type C. CERTAINTEED GYPSUM CANADA INC —Type C_ CGC INC —Types C, IP -X2, IPC -AR. GEORGIA -PACIFIC GYPSUM L L C —Types 5, DAPC. LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A. NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG -C. TEMPLE-INLAND — Type TG -C. THAI GYPSUM PRODUCTS PCL — Type C. UNITED STATES GYPSUM CO — Types C, IP -X2, IPC AR. USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR. 4. Batts and Blankets* - 3 in. thick mineral wool baits, placed to fill interior of wall, attached to the 4 -in. face of the studs with staples placed 24 in- OC_ ROCK WOOL MANUFACTURING CO — Delta Board. JOHNS MANVILLE INTERNATIONAL INC ROCKWOOL MALAYSIA SDN BHD —Acoustical Fire Batts ROXU L INC —Acoustical Fire Batts THERMARBER INC — Type SAFB. 4A. Glass Fiber Insulation - (As an alternate to Item 4) - 3 in. thick glass fiber batts beaning the UL Classification Marking as to Surface Buming and/or Fire Resistance, placed to fill the lnter�ior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Fiber, Sprayed* - As an altemate to Batts and Blankets (item 4) - Spray applied cellulose material- The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3-0 lb/fl:3. Alternate application method- The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C - C0000n2 Stabilized or Cocoon-FRM (Fire Rated Matenial) 4C. Fiber, Sprayed* - As an altemate to Item 4, 4A, and 4B - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product- Nominal dry density of 4.58 lblfl:1 NU -WOOL CO INC - Cellulose Insulation 5. Joints and Screw heads — Wallboard joints covered with paper tape and joint compound. Screw heads covered with joint compound. As an altemate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire sufface of Classified veneer baseboard. Joints reinforced. 6. Wall and Partition Facings and Accessories* — (Optional, Not shown) Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) isiare to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. SERIOUS ENERGY INC — Type QuIetRock QR -51 0. *Beaning the UL Classification Mark ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. As stated above Same as above, except use 2 x 8 Wood Studs (for plumbing walls) 11 1 12 1 13 1 14 1 15 17 1 18 1 19 1 20 WALL TYPE "T' Design No. U340 May 30, 2013 Bearing Wall Rating — I Hr. Finish Rating — See Item 2 STC minimum rating 50 (46 if field tested) I hour rated ceiling assembly 2x6 Wood Studs Plate (06100) 5/8" Gypsum Board (09250) rm�� I �i 5/8" Gypsum Ja (0925;0) Acoustical Insulation (09250) 2x6 Wood Stud Plate (06100) 2x4 Altemating ' Acoustical Insulation Wood Studs (06100) (09250) Description 1 - Wood Studs — Nom 2 by 4 in. alternating on opposite sides of nom 2 by 6 in. wood plates. Spaced 24 in. OC max on each side of wood plates, staggered 12 in. OC on opposite side, 2. Gypsum Board*— 5/8 in. thick wallboard, paper or vinyl faced with beveled, square., tapered or rounded edges- Wallboard nailed to each stud 7 in. OC with 6d cement coated nails, 1-718 in- long, 0.0915 in. shank diarn and 1/4 in. diam head. As an allemate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., wallboard to be installed honizontally. When Steel Framing Members* (item 5) are used, wallboard attached to funing channels with I in. long Type S bugle -head steel screws spaced 12 in. OC AMERICAN GYPSUM CO —Types AG -C. CERTAINTEED GYPSUM INC — Type FRPC (Finish rating 20 min), Type C. CERTAINTEED GYPSUM CANADA INC — Type C. CGC INC — Types C, IP -X2 (Finish rating 26 min). GEORGIA -PACIFIC GYPSUM L L C — Types 5 (Finish rating 26 min), DAPC. LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A. NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG -C. TEMPLE-INLAND — Type TG -C. THAI GYPSUM PRODUCTS PCL — Type C. UNITED STATES GYPSUM CO — Types C, IP -X2 (Finish rating 26 min). 2A. Wall and Partition Facings and Accessories* - as an altemate to Item 2, not shown) - Nominal 518 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as desciribed in Item 4B. Not evaluated for use with Steel Framing Members, Fuming Channels or Fiber, Sprayed. SERIOUS ENERGY INC - Type QuIetRock QR -530 (finish rating 23 min). 2B. Gypsum Board* - (As an alternate to Item 2) - 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in, gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO - Type AG -C. 3. Joints and Nailhead3 - Wallboard joints covered with tape and joint compound. N811 heads covered with Joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Joints reinforced. 4. Batts and Blankets* - (Optional) - 3-1/2 in. max. thickness glass or mineral fiber batt insulation stapled to studs. See Batts and Blankets (BZJZ) category for list of Classified companies. 4A. Fiber, Sprayed* - As an alternate to Batts and Blankets (item 4) - Spray applied cellulose insulation material- The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD1 00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Batts and Blankets* - (Required for use with Wall and Partition Facings and Accessoiries, Item 2A) - Glass fiber insulation, nom 3-1/2 in. thick, min. density of 0.80 pd, with a flame spread of 25 or less and a smoke developed of 50 or less, ffiction-fifted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Materic-11111 Mil!"'T"'alltype 3 - 1 -Hr unit demising Not to Scale K#1 21 1 22 1 23 1 24 5. Steel Framing Members (Optional, Not Shown)* - Furring channels Carmel Senior Living and Steel Framing Members as described below - a. Furring Channels - Formed of No. 25 MSG gaIv steel. 2-3/8 in. wide by 7/8 in, deep, spaced 24 in- OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels R are ovedapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of ovedap. As an altemate, ends of adjoining channels may be overlapped 6 in..and secured toget,er with two self-tapong #6 framing screws, min. 7116in. SW quadrant of 136th Street and Illinois jwg at the mid Point of the overlap, with one screw on each flange of Street the channel. Wallboard atta&,ed to fuMng channels as described in Carmel, Indiana 46032 item 2. b. Steel Framing Members* - used to attach furnng channels (item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with Spectrum Retirement Communities, LLC No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furfina channels are Mction fitted into clips. 200 Spruce Street, #200 PAC INTERNATIONAL - Type RSIC-1, RSIC-1 (2.75). Denver, C4orado 80230 7. Wall Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional P layer or! one or both sides of the assembly. Panels attached in ac=rdance with manufacturer's recommendations. When the QR -51 0 panel is installed between the wood framing and the UL CLassified ,gypsum board, the requi red UL Classified gypsum board layer(s) Gastinger Walker Harden is/are to be installed as indicated as to fastener type and spacing, + BeeTriplett Buck except that e requi ner en a increas a Archttecture I Interior Design I Construction Management minimun, of 1/2 ir,- Not evaluated or intended as a substitute for the N required laypee�sl of UL Classified Gypsum Board. SERIOUS ENERGY INC - Type QuiteRock QR -51 0 817 Wyandotte ransas City, MO 64105 *Bea6ng the UL Classification Mark 816 421 8200 phone 816 421 1262 fax ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. design with insight.com As stated above M WALL TYP "11" Structural Engineer Design No. U465 Bob D_ Campbell & Company, Inc, May 30, 2013 4338 Bellevew Non -Bearing Wall Rating — I Hr. Kansas City, lAssoun 64111 81653141" /8165318572f L MechaniW I Electincal / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LILC n 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 `2 ID 4) 9134W24M p / 9134922437 If 1 Floor and Ceiling Runners - (Not shown) - Channel shaped runners, 3-5/8 in wide (min), 1-1/4 in- legs, from, No. 25 MSG (min) galv steel, attached to floor K Civil Englneer and ceiling with fasteners spaced 24 in. OC max. weihe Engineers 2. Steel Studs - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. 10505 N_ College Avenue folded back retums, f6mried from No. 25 MSG (min) gaIv steel spaced 24 in. Indianapolis, IN 46280 OC max. 317.846.6611 p I 317M3.0546 f 3. Batts and Blankete - (Optional) -Mineral wool or glass fiber baits partially or completely filing stud cavity. See Batts and Blanket (BZJZ) category for Food Servtce Consultant names of Classified companies. J Santee I Becker Assmates, LLC 4. Wallboard, Gypsum* - 518 in. thick, 4 ft wide, attached to steel studs and fl(X r 6700 Squft Road, Suite 101 and ceiling back with 1 in. long, T ype S self -tapping steel screws spaced 8 in. Mission, Kansas 66202 OC. Along edges of board and 12 in. OC in the field of the board. Joints 9133621800 p / 91336226M f oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (hirring channels), wallboard is screw attached to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. ACADIA DRYWALL SUPPLIES LTD — Type X H AMERICAN GYPSUM CO — Types AG -C, AGX-1, M -Glass BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1. CGC INC — Types AR, C, IP -AR, IP -X1, IP -XZ IPC -AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, Type X, Type C, SiIentFX, 5/8" Easi-Lite Type X. G CERTAINTEED GYPSUM CANADA INC — Type C, Type X, Type AR11200135 Abuse -Resistant, 5/8" Easi-Lite Tvpe X_ GEORGIA -PACIFIC GYPSUM L'� C — Types 5, 6, 9, C, DAP, DD, STATEOF DA, DAPC, DGG, DS, GPFS6, LS. LAFARGE NORTH AMERICA INC — Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A, LGFC-WD, LGLLX. NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK, F 3.07.11 FSK -C, FSK -G, FSWC, FSW-G, FSW, FSW-3, FSW-5, FSW-6, 16:25:26 -05'00' FSL� PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-C, PG -9, PG -1 1, PGS-WRS. ISSUED FOR: PANEL REY S A — Types GREX, PRX, RHx, MDX, ETX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX -1 100% Constructim Documents I I July 2013 TEMPLE-INLAND — Type X, Veneer Plaster Base - Type X, Water E Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C, GreenGJass Type X, Type X ComfortGuard Sound Deadening Gypsum Board. THAI GYPSUM PRODUCTS PCL — Type X, Type C. UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP -AR, IP - X1, IP -X2, IPC AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX). D USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX 4A. Wallboard Gypsum*- (As an alternate to Item 4) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1-1/4 in. United States Gypsum Co. - Type AR. 4B. Wallboard Gypsum*- (As an altemate to Item 4 and 4A) - 5/8 in. thick installed as described in Item 4. Joint covering (item 5) not required. C United States Gypsum Co. - Type WSX. Drawn By LS 5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied Checked By JBT in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in fin t layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer basebaord. Joints reinforced. Partition Types 6. Fuming Channel- (Optional - Not Shown) - Resilient 25 MSG gaiv steel B furring channels spaced vertically max 24 in. OC, flange portion attached to — each intersecting stud with Y2 in- long type S-12 panhead steel screws, * Bearing the UL Classification Marking ----g As stated above A21 Walltype 11 - 1 -Hr Metal Stud 00004 Not to Scale A 21 1 22 1 23 1 24 Project Nurntler� 2013-037 Copyright 2013 Cn 0 m CDE Cz U v ,^i^_ VJ I� co _o O N O le W a� a U) Z5 Cn 4 5b 1 7 1 8 1 9 1 1U 11 12 13 I L: ,J K1 Grand Stair - Perspective Looking Northeast F1 Grand Stair - Perspective Looking Southeast A10 rA6 45.01 45.01 (Gs) I (Cs) L.- ---., I Wood guardrail I ' 1 (06202) '�'r�u■1111 radis I L14 45.0 3 Al 45.0 3s 1 Vood Handrail /Guardrail, (Colonial, #6010)(06202) 14 1 15 1 16 1 17 1 18 1 19 If Thin wood veneer at all ! Wooden newel post ? (#F04191)(06202) exposed edges of trim I - - (06402) I II; I I 2x12 Wood trim j ( (06402) Wood Box Newel Post I- loor 2 � (#F04191)(06202) 110' - 8 3/4" 11 Wood Newel Post, /1 A 20 21 1`� II ! oo s (#F04191)06202, (I handrail 06202 n =I ,r 1 1/2 Wood Premanufactured Volute / ( � r Wooden Guardrail (06202) �� I I/ I , I (Colonial #6010) Wood baluster (#2502, plain i { Ceiling assembly - _ (06202) RE: M20/00.06 -- -- 36")(06202) F I �I 1 1/2" Dia. handrail ,III I CD Wrap beam III (06202) Thin wood Il ! o RE: K16/00.06 j'I _' _ veneer @ all o { exposed edges ' Pewter Handrail Bracket I I I ;� Double layer 5/8" Gyp. ' p g i�- �' (#M3022)(06202) ! �, Board (09250) 1 i l N { of trim (06202) l } a F RE: P 10/00.06 ' Wood Baluster, I j 2x12 Plywood li Corner Bead (09250) trim (#2505, Plain 36'°) � 1 � � I I I (06202) ( Beam &Joists �I—� L22 I III 41/2,I a (Re: Structural) 45.01 Provide Wood Base at ( ( Typ. i `^ 1 -Floor 2 Starting Step to Keep % ------------ F_ 110' 8 3/4" Newel Post Aligned, III I p ------ Ma le ( Steel beam, Re: C ! 1 ! Structural ---� --------------- --- � II i I'll Floor 1 r Continuous 2x 100 -01, a a ( 1 wood blocking F 2 2 , as required to Detail at Stair Base 1"1'-0" 0 3" 6" 1' A10 A6 45.01 45.01 Hs; (Gs) { cm _ F loor 2 I I IAil I I I II I I I I I I 110`-83/4"7111111 L0 _ I = co Co ! LO /Gypsum & UJ board I II �i ceiling 09250 _ I IIII i• iiii!i I I li li; I II!il M� CD O T ! � /'Y-' LL_ co Floor 1 Gypsum board Z. LU wall (09250) _ Floor 1 100' - 0" Al 45.0 3s 1 Vood Handrail /Guardrail, (Colonial, #6010)(06202) 14 1 15 1 16 1 17 1 18 1 19 If Thin wood veneer at all ! Wooden newel post ? (#F04191)(06202) exposed edges of trim I - - (06402) I II; I I 2x12 Wood trim j ( (06402) Wood Box Newel Post I- loor 2 � (#F04191)(06202) 110' - 8 3/4" 11 Wood Newel Post, /1 A 20 21 1`� II ! oo s (#F04191)06202, (I handrail 06202 n =I ,r 1 1/2 Wood Premanufactured Volute / ( � r Wooden Guardrail (06202) �� I I/ I , I (Colonial #6010) Wood baluster (#2502, plain i { Ceiling assembly - _ (06202) RE: M20/00.06 -- -- 36")(06202) F I �I 1 1/2" Dia. handrail ,III I CD Wrap beam III (06202) Thin wood Il ! o RE: K16/00.06 j'I _' _ veneer @ all o { exposed edges ' Pewter Handrail Bracket I I I ;� Double layer 5/8" Gyp. ' p g i�- �' (#M3022)(06202) ! �, Board (09250) 1 i l N { of trim (06202) l } a F RE: P 10/00.06 ' Wood Baluster, I j 2x12 Plywood li Corner Bead (09250) trim (#2505, Plain 36'°) � 1 � � I I I (06202) ( Beam &Joists �I—� L22 I III 41/2,I a (Re: Structural) 45.01 Provide Wood Base at ( ( Typ. i `^ 1 -Floor 2 Starting Step to Keep % ------------ F_ 110' 8 3/4" Newel Post Aligned, III I p ------ Ma le ( Steel beam, Re: C ! 1 ! Structural ---� --------------- --- � II i I'll Floor 1 r Continuous 2x 100 -01, a a ( 1 wood blocking F 2 2 , as required to Detail at Stair Base 1"1'-0" 0 3" 6" 1' A10 A6 45.01 45.01 Hs; (Gs) _ Floor 2 110' - 8 3/4" Floor 1 -- 100' - 0" I � F7 Grand Stair - Interior Elevation Looking North 50.08 1/4" = V-0" 0 1' 2' 4' Wood handrail with wall -mounted Al brackets, stain (return ends into Gyp. Board Ceiling 45.01 s wall; Colonial #6010)(06202) RE: RCP Plan (4sJ S,) Pewter wall -mounted handrail Pendant light fixture bracket; align O.C. with adjacent RE: Electrical newel post (#M3022)(06202) Wood Trim (06202) ILII II O CSI GYP. Board Soffit (09250) +i ' 11 l ! li Floor 10'- 8 3/4" Wood Handrail / �l W Guardrail (Colonial # ct 6010) (06202)LO w Wood Baluster(42505, l Plain 36")(06202) :;d- coCP { _ O � i Ili t \\ i l C) '' I ' I• II 'i II i1I i I I !'III I -- 1-011 wo I'I -- � % Floor 1 100' - 0" L � 45..0 Al Grand Stair - Section Looking North A6 Grand Stair - Section Looking East A10 Grand Stair - Section Looking West q 45.01 1/4" = V-0" 0 1' 2' 4' 45.01 1/4" = V-0" 0 1' 2' 4' 45.01 1/4" = V-0" 0 1' 2' 4' o I n ti F 7 R Q 1n 11 19 I is 0 45.1; I �.., r support finished + — - --- trim L14 Railing Detail @Open Stringer L18 Railing Detail @ Slab Edge 45.01 1„ = 1 0°' 0 3" 6" 1, 45.01 1„ = 1'-0" 0 3., 6„ 1 Wood newel post (#F04191)(06202) Wood baluster (#2505, Plain 36")(06202) I Concrete topping (03532) ' ill-� Igor 2 o Gypsum board soffit, N stop gyp. board 3/4" from B.O. subfloor (09250) { 2x12 Plywood trim (06402) i I Thin wood veneer @ all r i exposed edges of trim (06402► Continuous 2x Wood blocking as required (06100) F14 Grand Stair - Interior Elevation Looking South 14 =1 50.08 / 0 0 1' 2' 4' -------1 ---------------- - - ----- -- _ Al 45.01 Gyp. Board Ceiling (33s T4s RE: RCP Plan N Floor 2 I I IAil I I I II I I I I I I L0 _ co Co l I 1111 1�I I II �i I I I I iii _ I IIII i• iiii!i I I li li; I II!il I e� i /'Y-' LL_ li®jli® Floor 1 LU I'I !illi Gyp. Board Soffit t l li I I I ill , III I I 09250 Ali ' I Acoustical tile ceiling hi aRE: RCP J D Gyp. board ceiling RE: RCP w --- Column cover RE: J1/54.09 ! - --- ! 06402 -- ( ) I I _ Floor 2 110' - 8 3/4" Floor 1 -- 100' - 0" I � F7 Grand Stair - Interior Elevation Looking North 50.08 1/4" = V-0" 0 1' 2' 4' Wood handrail with wall -mounted Al brackets, stain (return ends into Gyp. Board Ceiling 45.01 s wall; Colonial #6010)(06202) RE: RCP Plan (4sJ S,) Pewter wall -mounted handrail Pendant light fixture bracket; align O.C. with adjacent RE: Electrical newel post (#M3022)(06202) Wood Trim (06202) ILII II O CSI GYP. Board Soffit (09250) +i ' 11 l ! li Floor 10'- 8 3/4" Wood Handrail / �l W Guardrail (Colonial # ct 6010) (06202)LO w Wood Baluster(42505, l Plain 36")(06202) :;d- coCP { _ O � i Ili t \\ i l C) '' I ' I• II 'i II i1I i I I !'III I -- 1-011 wo I'I -- � % Floor 1 100' - 0" L � 45..0 Al Grand Stair - Section Looking North A6 Grand Stair - Section Looking East A10 Grand Stair - Section Looking West q 45.01 1/4" = V-0" 0 1' 2' 4' 45.01 1/4" = V-0" 0 1' 2' 4' 45.01 1/4" = V-0" 0 1' 2' 4' o I n ti F 7 R Q 1n 11 19 I is 0 45.1; I �.., r support finished + — - --- trim L14 Railing Detail @Open Stringer L18 Railing Detail @ Slab Edge 45.01 1„ = 1 0°' 0 3" 6" 1, 45.01 1„ = 1'-0" 0 3., 6„ 1 Wood newel post (#F04191)(06202) Wood baluster (#2505, Plain 36")(06202) I Concrete topping (03532) ' ill-� Igor 2 o Gypsum board soffit, N stop gyp. board 3/4" from B.O. subfloor (09250) { 2x12 Plywood trim (06402) i I Thin wood veneer @ all r i exposed edges of trim (06402► Continuous 2x Wood blocking as required (06100) F14 Grand Stair - Interior Elevation Looking South 14 =1 50.08 / 0 0 1' 2' 4' -------1 ---------------- - - ----- -- _ Al 45.01 Gyp. Board Ceiling (33s T4s RE: RCP Plan 1A I I I I ( ! L18 .5.01 I Pendant light fixture RE: Electrical Column cover RE: J1/54.09 — (06402) Wood Box Newel I Post, o i ! Maple (#F04191)(06202) N Floor 2 Wood Handrail /Guardrail ` 1 (Colonial #6010)(06202) i Pewter Handrail 1 Bracket (#M3022) i Cn ❑J Premanufactured I I i I I I l Volute O° i h{ I I Floor 1 ma 100' - 0" Wood Baluster(#2505, Plain 36")(06202) A15 Grand Stair - Interior Elevation Looking East 50.08 1/4" = V-0" 0 1' 2' 4' 11 iF 17 1 1 1Q Steel beam, Re: Structural 1© 1N 1 �R►i L22Slab Edge Detail @ Balcony i 45,01 i 1 112" = 1 '-" 0 2" 4" 8" L _ Floor 2 110'-83/4" Floor 1 100' - 0" Wooden baluster, (#2505, Plain 36")(06202) Wooden box newel post, (#F04191)(06202) Thin wood veneer at all exposed edges (06202) Structural framing, Re. structural Centerline of baluster 2x12 Plywood trim (06402) 2x4 Wood blocking (06100) Gypsum board (09250) 1� IC �C F22 Stringer Detail 45.01 1 1/2" = 1 '-0" 0 2" 4" 8" F E C C E A 9n 91 1 99 9.1 9d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Archltecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone j 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f AR11200135 STATE OF sfl�i 9 71r C H n v 16:57:54. -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RC, MG Checked By JET Stair Sections & Details - Grand Stair ■ Project Number: 2013.037 ru Copyright 2013 N Floor 2 L0 _ co Co CDT _ CD e� T Floor 1 1001. 0" 1A I I I I ( ! L18 .5.01 I Pendant light fixture RE: Electrical Column cover RE: J1/54.09 — (06402) Wood Box Newel I Post, o i ! Maple (#F04191)(06202) N Floor 2 Wood Handrail /Guardrail ` 1 (Colonial #6010)(06202) i Pewter Handrail 1 Bracket (#M3022) i Cn ❑J Premanufactured I I i I I I l Volute O° i h{ I I Floor 1 ma 100' - 0" Wood Baluster(#2505, Plain 36")(06202) A15 Grand Stair - Interior Elevation Looking East 50.08 1/4" = V-0" 0 1' 2' 4' 11 iF 17 1 1 1Q Steel beam, Re: Structural 1© 1N 1 �R►i L22Slab Edge Detail @ Balcony i 45,01 i 1 112" = 1 '-" 0 2" 4" 8" L _ Floor 2 110'-83/4" Floor 1 100' - 0" Wooden baluster, (#2505, Plain 36")(06202) Wooden box newel post, (#F04191)(06202) Thin wood veneer at all exposed edges (06202) Structural framing, Re. structural Centerline of baluster 2x12 Plywood trim (06402) 2x4 Wood blocking (06100) Gypsum board (09250) 1� IC �C F22 Stringer Detail 45.01 1 1/2" = 1 '-0" 0 2" 4" 8" F E C C E A 9n 91 1 99 9.1 9d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Archltecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone j 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f AR11200135 STATE OF sfl�i 9 71r C H n v 16:57:54. -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RC, MG Checked By JET Stair Sections & Details - Grand Stair ■ Project Number: 2013.037 ru Copyright 2013 Cf) 0 m I E L co U U CD 0- U) ti M O M 0 C9 CIL 01 U) CD 0 a0 a Cn an 0 �I 31 1 2 3 4 1 5 1 6 17 Carpet (09680), Re: Finsh Schedule Wood treads (06100) Provide Continuous Blocking to Attach 2x4 Studs (06100) 2x4 Wood Stud at 16" O.C. (06100) 5/8" Gyp. Board at Underside of Stair (09250) Wood Stringer (Re: Structural) 11" Min. H1 Typical Nosing Detail 45.02 1 1/2" = V-0" 0 2,° 4°° 8„ rr v ac 5/8" Gyp. Board at Both Sides (09250) 2x4 Wood Studs at 16" I O.C. Top of Floor Slab Resilient Channel (05500) Framing (RE: Structural) Gyp. Board (09250) 2x4 Wood Stud at 16" O.C. Gyp. Board Ceiling 91-011 A.F.F. N8 Typical Stair Landing Detail 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 121 1 LL 1 LJ I I Floor 3 - 4 3/4" Floor 2 - 8 3/4" Floor 1 100'-0" Landing 14 Treads @ 11" each Al Stairs 2, 3 & 4 Longitudinal Section 50.08 1/4" = V-0" 0 1' 2° 4° 1 n1 Q I A F F 7 f2 1 1/2" = V-0" 0 2" 4" 8" Thin Wood Veneer at All Exposed Edges Plywood Base Trim, Align with Top of Stringer Batt Insulation (07210) Note: Refer to U305 (corridor walls) and U354 (exterior walls) for rated wall assembly information. Continuous 5/8" Gyp. Board (09250) Framing, Must be Set Outboard of Finished Face of Gyp. Board (Re: Structural for Sizing) N12 Typical Stair Landing Connection at Rated Wall 45.02 1 1/2" = V-0" 0 2°° 4" 8° 14 treads @ 11" each A9 Stairs 2, 3 &4 Longitudinal Section r --- i_____r ------- I 50.08 1/4" = 1-0" 0 1' 2' 4° a in 11 19 irk Landing _ Floor 3 121'-43/4" _Floor 2 110' - 8 3/4" Floor 1 100' - 0" 1A iG i� Gyp. Board (09250) 0. Iall o a z 1 1/1 ^ A 1" Continuous MDF, Maple 1/8" Radius R .�= - "-- 1/2" x 3" MDF Trim, m Cn Maple ! �� 1 1/2" (outside) <' r ,�/' 1 1/2" (outside) diameter, Q diameter, painted M55 (Return Ends Into Wall) steel handrail at 2'- Metal handrail bracket < = 10" Above Finished _ Floor and/or Stair 2x Wood Blocking as Y Nosing (Return N21 Typical Handrail at Partition Ends Into Wall) 45,02 1 1/2" = 1'-0" 0 2 41' 81, N Metal Handrail Bracket @ 4'-0" O.C. and 2'-0" from End of `= Wall Continuous Fire -treated 2x Wood Blocking, as Required N17 Typical Handrial at Rated Wall 45.02 1 1/2" = V-0" 0 2" 4° 8,° 0. Iall o a z 1 1/1 ^ A 1" Continuous MDF, Maple 1/8" Radius R .�= - "-- 1/2" x 3" MDF Trim, m Cn Maple . 2 x 4 Wood Framing <' r ,�/' 1 1/2" (outside) diameter, Q o V painted steel handrail M55 (Return Ends Into Wall) Metal handrail bracket i I @ 4'-0" O.C. and 2'4' r I from end of wall 2x Wood Blocking as P Required N21 Typical Handrail at Partition 45,02 1 1/2" = 1'-0" 0 2 41' 81, N 1 1/2" (outside) r N2 F Sim diameter, painted ',,45.02) ` --m-� ; � Ilk - steel handrail with ; Wall Mounted `P i c� e.0452 Sin L 5/8" Gyp. Boar IU at Underside c LO Stair 45.02 5-0 3/4" Ir 12'-10" Landing 14 treads @ 11'" each G17 Stairs 5 &6 Longitudinal Section 50.09 1/4" = V-0" 0 1' 2° 4° Handrail to eturn to wall I o� i N J -1' - 0" M Floor 3 121'-43/4"' L K Floor_2 110' - 8 3/4" F Floor_ 1 100'-0" A17 Stairs 5 & 6 Longitudinal Section 50.09 1/4" = V-101" 0 1' 2° 4' 1 7 10 i o!1 IG IE IC IC IE 14 treads @ 11" each Landing A 71 7o Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone ' 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 0-<= AR11200135 � STATE OF 17:01:06 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By RC, MG Checked By JBT Stair Sections & Details 45002 Project Number: 2013.037 Cc; Copyright 2013 I rI a N A L W J a G A A D 0 co 1 a) E co 0 U cn r` M O M O o B Cn a� to co 6 A 1 1 2 13 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 23 - 24 1 M 13 14 15 W 17 W 1 12 1 13 1 14 1 15 1 16 1 17 1 18 119 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living I SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P ------------ Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N 817 Wyandotte Kansas City, MO 64105 a816 421 8200 phone ' 816 421 1262 fax design with insight.com A Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H ��t�l;llilllJffl/�, G``tiC,� S T AR11200135 rVC STATE OF /V t) ! AN {fXN I T 16:59:29 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E III A Drawn By MG Checked By JBT Elevator Sections & Details B ■ A Project Number: 2013.037 J Copyright 2013 Hoist beam, by elevator manufacturer i' I I i ' Hoistwaylid - 2x6 construction with 5/8 Gypsum Board top, I bottom and side 3/4" plywood under gyp bd on top side, re: M20/00.07 H10 I One hour Ceiling/Roof /Roof Assembly Y '\ 1 45.03� %1 /00.08 I I h T \ IF1 I I 1 I q iN j Gypsum board soffit Door jamb by Elevator suspended below 1 Manufacturer hour assembly ! Contractor to verify rough opening 09250 ( ) with I1 j Elevator manufaturer I Hoistway Divider Beam i I(Re: Structural) M Sim / D10 45.03 ' Floor 3 ° —_ .. - — -- - 121' 4 3/4" I co co i / o0 2x4 Framing (Re: Structural) I I i j Gypsum Board (09250) q i _ 1 hour floor assembly. Bond Beam ! I Elevator cab and equipment (14210); Sim X10 re: I I -- --- (Re: Structural) verify clearances with manufacturer. �03 / ! r I I 1 li -- 1------------- I Channel Lintel and Jamb; re: CMU wall in HVAC shaft, no finish Elevator Manufaturer I 1 1 r CD (14210) Elevator °O Main Hall; T Elev 2 j Hoistway Divider Beam ; I l H10 Typical Elevator Door Head Detail ( (Re: Structural) 45.03 1 �� = 1•-0.. 0 3" 6" 11 I I -- -- TJI structure connected to LVL on cmu wall �10 Hollow Metal Frame (Re. Structural) \45.03 ! ' I Floor 2 ------------ - -- -- ------ -— Concrete Floor Topping (03532) Provide smooth, level 00 surface between floor —------_ _ `� 1 hour floor assembly. topping and C MU re: 2x12 continuous 1 1 (Re: Structural) 1 Hour Floor Assembly. Sim I I Re: ��; H10 ' T -Lf - --- - a 45.03 -- Gypsum board ceiling suspended Sill plate at opening below 1 hour assembly09250 ( ) - Acoustical ceiling the (14210} I Re: Elevator Manufacture for 1 I and grid, suspended Bond Beam Hoist Rail location j below 1 hour assembly (Re: Structural) i (09511) I Private' N 2x10 Dimensional Dining C136 oO j Lumber (Re: Structural) i I i I I I Dia Detail - Elevator i I 45.03 1" = 1'-0° 0 3° 6° 1. Elevator manufacturer to verify 7A 1 all elevator components meet ADA regulations. Floor 1OIL a_ . 100, - 0" ! Elevator signage and controls shall conform to ADA standards. -- 1 Call buttons to be located between L_I_,_ -c I I 15-48" above the finished floor ----- - -_- a---__ I __-! ! -- Concrete - -Ike - — - Foundation, CL - re: Structural LO CIO o Pit Ladder, Pit -III-----�I ! — --- by elev. mfr. a 1 - I A15 Elevator Section 42.01 1/2" = V-0" 0 6" 11 2' 1 M 13 14 15 W 17 W 1 12 1 13 1 14 1 15 1 16 1 17 1 18 119 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living I SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P ------------ Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N 817 Wyandotte Kansas City, MO 64105 a816 421 8200 phone ' 816 421 1262 fax design with insight.com A Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H ��t�l;llilllJffl/�, G``tiC,� S T AR11200135 rVC STATE OF /V t) ! AN {fXN I T 16:59:29 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E III A Drawn By MG Checked By JBT Elevator Sections & Details B ■ A Project Number: 2013.037 J Copyright 2013 1 12 1.3_ 14 15 16 17 18 19 9 0 TO Eave _ Stogy R 131' -1 1/,' L Roof trusses RE: Structurc, 1 -hour roof a re: A1/00.08 G 1 -hour shaftwall, type 6 - re: A20/00.05 (09250) 1 -hour floor/ceiling assembly F k re: Al/00.07 Concrete floor topping (03532) Detail at Fireplace Flue Deleted E (TJI E: Structural Minimum height from roof to lowest discharge opening (10305) Sheet metal storm shield, seal all joints per manufacturer's recommendations (10305; Sim Shaft wail construction ,04,x°IN below roof sheathing (Wall type 6) 0 co L6 j Section - Typical Fireplace Flue 45.04 1.. = V-0" 6 3" 6`. 1' iling firestop; lfacturer iaftwall, type 6 0.05 (09250) iance flue 10305) in shaft (09250) m _ Floor 3 121'-43/4" F16 Sim )0.08 Floor 2 `1: 110' - 8 3/4" I II SII I� III r r � e Gypsum ••, • soffit o suspended below 1 ( I Cn hour assembly l E C --- �, cinco Q 1 10 11 1 12 1 13 1 14 1 15 CD - 11 -011 " Fireplace flue (10305) I o� T m E Clear 1" min. Prefinished j termination cap /Line of rated floor -ceiling cis (10305) assembly (where applicable) _ � T Shaftwall, wall type 6 (A20/00.06) 09250 Horizontal shaft assembly per IC BO evaluation report ER -3579 Line of rated wall assembly (where applicable) P11 Section - Typical Horizontal Shaft Gas appliance flue 1 1/2" = 1'-0" 0 2° 4" 81, system (10305) -- - PaintedgYP• board (09250) Asphalt roof — Provide solid Fire -treated shingles (07311) wood backing, coordinate with manufactured (_. 1- -- --- surrounds (06100) L _--.-.-._._._._.__ ----- ----- -._._--------- -- - 12 �- --- Infill surround by manufacturer (10305) 5 ----------- - �� - Cast stone mantle (10305) - � Gas fireplace (10305) \� Hearth by manufacturer (10305); Return to wall A6 Section at Fireplace 31.02 1/2" = 1'-0" 0 6" 1' 2' 6 1 7 1 8 9 {lance flue 10305) in I shaft (09250) Floor 3 /--� 121' - 4 3/4" �1 1 -hour shaftwall, type 6 re: A20/00.05 (09250) Lll Typical Fireplace Elevation 1/2" = 1'-0" 0 6" 1' 2` 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 i 24 Concrete floor topping (03532) Flt Section at Fireplace 45.04 3/4" = 1'-0" 0 4" 8° 1'4" Floor 2 red ce Uldll= UIC IltdIL11 UIl I/2" plywood on 2x6 framing 16" O.C. 110' 8 3/4" J 1 -hour shaftwall, type 6 re: A20/00.06 (09250) 1 i Cast stone mantels, Manhattan style (10305) I ' I . ......... I , 1 -hour floor/ceiling assembly ! j re: A 1 /00.07 Wood cleat with FRTW backing, typical (06100) I 1 1 1 Manufactured gas fireplace unit (10305) �F11 45.04 G Hearth by manuf. (10305) 172 _ Fl0or1 Floor 1 1001-011- T - s ---- _ - 100 011 G 1 /2" plywood (06100) All Section at Fireplace 2x6 wood studs (06100) 31.02 3/4" = 1'-0" 0 4°' 8" 1'4" 10 11 1 12 1 13 1 14 1 15 11 6 A17 Elevation - Cast Stone Fireplace Mantels 1'° = 1'-0" d 1/4" 1/2" 1" 17 1 18 1 19 1 20 1 21 22 ' 23 24 Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 I Gastinger Walker Harden + BeeTriplett Buck Architecture{ Interior Design) Construction Management N 817 Wyandotte Kansas Oty, MO 64105 131�3816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H 0XIM1n111ir1jai AR11200135 �= STATE OF i /VD IA IA\4 N �'9 C H, I T F '��13.12.11 NIl to 09:45:43 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E L` \ Addendum #1 23 September 2013 U ASI #1 31 October 2013 I CCD 91 10 December 2013 0 A Drawn By MG Checked By JBT Fireplace Sections & Details B 45004 A Project Number: 2013.037 Cc I Copyright 2013 s 0 U i 7 E Cz U E a� CL U) r - M O M T O a� 0 0 v Cn rn W 1 2 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 14 1 15 1 16 17 18 1 19 1 20 1 21 22 23 1 24 I PHP PHP Re: Mechanical Re: Mechanical --_ --- -_ L ILL LILi -- -- I RJ R PHP Future door opening between PHP + Re: Mechanical adjacent A -AL and B2 -AL Future door opening between Re: Mechanical adjacent A-1 L, C -IL and D -IL Unit A units. Re: Structural for units. Re: Structural for Unit B Unit A N header information and 1/8° I header information and 1/8" Unit A2 Enlarged Plans for locations. T Enlarged Plans for locations. -- / * Q D Closet shelf and rod (06402) g Closet shelf and / AL Unit P18 / 54.01 rod (06402) Closet shelf and 5 9 ( Closet shelf and „ i rod (06402) showers to 4 -6 1/4 2 -9 3/4 1 upt 2'-7 3/4. 4'-4 3/4 1'-6 1/2" Linen closet (Q9680 have fold -up I rod (06402) 5 1 ) (06402) Washer/dryer -- �O -- P18 / 54.01 seat P18 t 54.01 2 -101/2 j 5 n P21 / 54.01 (11451) 2 5 3/4 _ :, -r - Washer Drver Z-9 3/ RSA n'- C t I oa P - p -`09652'!4� - -�.---.. (09680) 1,.� "' ��- r 5 p `'r - Q (I 1 1 P - + - Ct N T - - �� --� --- ms's p _ a N u� `�' RSF, 09680 N ,- N ? C N __ - --- ---- --- ' -- _ -- -t N1352.Oi 9680) *`ti ( ) r0 (09652) � I �!` � I --------- `7 z., - -- - - �- _ -- - -- 5; I / RSF� , G18 i I G18 G18 I Q13 54.01 ` l j \ 54.01 , 5 (09652) J 54.01 1'-6 1/2" -a 5A �. _/ r �; 54.01 RSF I � r E� Wa her/Dryer i _ Vi' -- ` /O E7 [I j E12O\ r 7 > \ E7 52.O�N1 j (t 1451) 7 E12 52.01 .N7 N _ \ \ 5�a 1 0 N19 52 oi\I / �r Q13 , - - -1 -I ��_. Q 13 - - I r �' ��, i i - ; 54.01 54.01 `� i •- \ \ �r � �E1 152.03 � j � -- -' `� i"� ; 52,031 E1' G 18 E1 52.03 E21 r� E1 52.03 % Q13 a 1 3 i� ! I ! 5 54.01 \ i �� - �� 54.01 5 I = - - / \ 3 gin- I �_ ��� I- \N 1 T -�� �V �. �! I (f r� y� • \ moi. __F _„ i-+;,Y.,�:Cy.�",�I '� ��", _".z+...-. M JU �; -� r _ M I _ _ 4 i 1'-6" , Towel bar l 2 ire min. clear 1 `' QS j Q8 I - Towel bar 10801 ( ) ; Towel bar Towel bar 1 t 01 Sim. I '� i 54.01 / i (10801) 1 1 080 2 -114 ( , / I I 181 `2 (00) i 7-3112 - - - - ��✓ - �1'-10114 - L i 3' 11/2" 9`-0 1/2.. L 6 71 /4 T-3 1/2" 3'-4 1/4" t _ L 16' - 0° c (6'-3" at 267 & 268) 7'-4" 21-111 6'-7 1/4" (6'-8 1/2" at 340) 12'-6" (15'-7 3/4" at Units 267 & 268) 16'-0" '�- ( ) Unit A2 - AL Data: Unit B - IL Data: UnitA -AL Data:MR0� . � 16'-1 1/4" at Unit 340 i Total Unit Count:.2S Total Unit Count: 4 Total Unit Count: 2 Room Numbers*- 146 152 154 155 156 157 246 252 254 255 256 257 259 261 Unit A - IL Data: Room Numbers*. 147,149,293,295 3\ Room Numbers*: 212, 312 263,265,267,268,269,270,273,274,279,280,294 Total Unit Count: 10 *Room numbers per architectural plan sheets 30.01 - 35.02 K 3 Room Numbers*: 123,128, 223, 228, 323, 328, 336, 337, 340, 342 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Pians for corridor and unit demising wall types *Room numbers per architectural plan sheets 30.01 - 35.02 *Room numbers per architectural plan sheets 30,01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types i J1 Unit A - AL J7 Unit A - IL J13 Unit A2 - AL J19 Unit B - IL J 1/4" = 1'-0" 0 1` 2, 4' 1/4" = 1'-0" 0 1' 2` 4' 1/4" = 1'-0" 0 1' 2` 4' 1/4" = 1'-0" 0 V 2' 4' J 9'-11 1/4" 9'-8 3/4" 91-101/211 9'-91 /2" 3 �-- P H P PHP f Re: Mechanical PHP Re: Mechanical Re: Mechanical r i H dor J 1 F-P �HP Unit B Re: Mechanical _ � � nit t Accessible Unit B2 5 5 112 Future door opening �' Closet shelf and _ 1 Closet shelf and Closet shelf and G a Closet shelf and g rod (06402) T ' Unit B2 T rod 06402 r rod (06402) between adjacent A -AL ( ) P18 / 54.01 rod (06402) and D -AL units. Re: P18 / 54.01 N N P18 / 54.01 N P18 / 54.01 Structural for header r Linen closet 2'-11 1/4" Linen closet information and 1/8" 5 AL Unit (06402) (06402) 1'-4 3/1 5'-7" Enlarged Plans for ! showers to 5'-31/2" 1'-6 1/2" P21 / 54.01 P21 / 54.01 locations. = 1 have fold -up Washer/Dryer 9 5 15 N ( 5 seat 5 (11451) 2'-5" + 1/4" 1 I T o 5 cy a 5 C pt oO `� 3'-31 /4.. C pt "' a5 1 �5 C pt 5 O r (09680) r o _ - _ (09680) N N - - - - `� ----- - (09680) 1' 4 ro " N Washer/Dryer „--° --iL _ C° - 5 5 1 N - Linen closet 3/4 --- ..--- - - 2 -8 -- -�- � N `" RSF (11451) (06402) N 2' 7 1 /2" "' 5A r (09652) ! o RSF. 5AI --X-�-�_ _ `P21 / 54.01 Q13 5 d -(0 6-5 �- I Q13 M RSF 15.01 Q13 - T - M _, � ���. ;;4.01 ,- 1 ,I � 54.01 (09652)'.. 5 C t 5 Q 13 I -� �, I C - 5 - 54.01 p - 54.01 - -- ------ - �, 5 E I �o �' � 3 j l u 18 8 1 I I, J6 52.01 --E7-� v B N1 52.01; '8 E7- 7 -�{ - E12 N E7 52.01 N1 o - - �, �_ RSF 7, -� 54.01 < v� �I a / O ctl�n i l ',IJ 15 52.01 (09652 2 - -� - -I o - 1 - J11 G1$� �s' 2 21 - - 2. E1 G18 ,- r � - - 1 X52.03. E1, - I L! /I 52.03 E1 c� o �I 5 03 �i �+ - -� G 1� rn E1 \ 5 .03 E rn y / �- -I- 4 5 c �; - m 5 .0 54.01 J2o / 5 - 3 V ( co 1 - = J3> \ 54.0 V / 3 5 - _ `ri 4�� �N13 ��� I:' II p v - N1r \� j c0 - 1..���N1� �I N ©_ --f - - I T _ D Jr - 1 1 �� h 0 1 t \ (O 7 l O INL D LO --- -- 2 �' �Q8� r ! V% � �-.'owel bar 7'-1 1f2" 2'-1 1/411 16'-7 1/2" 1 QS Towel bar Washer/Dryer �- � Towel bar C3 Q8 54.01 I Towel bars X10801) 54.01 (10801) (11451) �_� (10801) -- 54.01 (10801)CL 0 9'-0 1 /4" 8'-11 3/4" 101-91, - - - 8 -11 10'-71 /2" 9'-01 /2" C J 19'-8" 1 15'-10" 91/411 19'-8.. 161-71/411 I Unit B2 -AL Data: ��1� Unit B -AL Data: Unit B Accessible - IL Data:�� Unit B2 - IL Data: Total Unit Count: 1 Total Unit Count: 12 �� �� Tota! Unit Count: 4 Total Unit Count: 1 Room Number*: 112 Room Numbers*: 148,150,151,153, 248, 250, 251, 253, 275, 276, 277, 278 *. Room, Numbers*: 141 B a Room Numbers . 130,131, 230, 231 B *Room numbers per architectural plan sheets 30.01 - 35.02 *- *Room numbers per architectural plan sheets 30.01 - 35.02 *Room numbers per architectural plan sheets 30.01 - 35.02 Room numbers per architectural plan sheets 30.01 - 35.02 NOTE;',: Reference 1/8 - 1 -0 Floor Plans for corridor and unit demising wall es NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types NOTE: Reference 1/8 = 1 -0 Floor Plans for corridor and unit demising wall types - g �p I NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types ZTA I � � Al Unit B Accessible - IL A7 Unit B2 - AL A13 Unit B2 - IL A19 Unit B "AL *For ADA clearances, re: Sheet 50.04 for A 31.01 1/4" = 1'-0" 0 1' 2, 4° 1/4" = 1'-0" 0 1` 2` 4' 0 1' 2' 4' 31.03 114 = 1 0 0 1' 2' 4' ! Clear Floor Space Key A 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19� 2 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, 4200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte �ss Kansas City, MO 64105 zl�F 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �z �= AR11200135 STATE OF 1 .•'moi''/i� C? t AN H i T 3.12.11 09:2.4:31 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 ,1 � Addendum #1 23 September 2013 i 2 , ASI #1 31 October 2013 /3 CCD #1 10 December 2013 Drawn By MG Checked By JBT Enlarged Unit Plans ■ Project Number: 2013.037 Copyright 2013 S 0 U a� E_ Cz U E= U CL cn 0 0 N �I a� E 0 0 U a� 1 2 3 4 1 5 1 6 1 7 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 18 1 1/4" 3'-23/4" 11'-1 3/4" 23'-4" 7'-1 1 /211 3'-0 3/411x -2'-0°' 4'-4 1 /4" 6'-10" R - Corner unit with Q13 Towel bar - rotating shelf 1 CD I g � _._� 0 54.01 (10801) m ®�� PHP 1 (12356) 2 J Re: Mechanical - - - - L._ ' J 5 <5> + El Closet shelf - . Clo s P f ; s 3 -� 5l `-1 and rod (06402)CP 52.03 N7 5A --- Q - Unit C P18 / 54.01 t, 1 ; T 0; `> E12 i C / �' —� �Closet shelf 3'-0" Wide Archway ---��,wLw i L9 and rod (06402) , r - J E6 52.01 i Nom, J P18 / 54.01 Washer/Dryer -' (11451) 2'-4 1/4' 2'-7112" * ` i ' E�i RSFI .... _; P -`-- �' 3 (09652 5_ 1'1 �i Linen closet _ _ _J (06402) i (06402) , _ P21 / 54.01 �1_� 0 t, pt_ - - - �h - M �� �i ( } 2 -8 1/4" ` ; �-^ � r �iI d- , ao N � 09680 N 5 2'7°Cpt 17-7 --- _- o968a ( Linen closet 65 N (06402) y' I r r P21 / 54.01 -- - r� i RSF" % Closet shelf and •� T , 21-711 3'-0" Wide 52.03 N7 — -09652 i E : > rod (06402) Archway N1 52.01 % P18 / 54,01 �r I 1 ---- L r-� °° I E 2'-4 3/4" A19 / 52.02 c%� I 8'-11 1/4" 3'-2 3/4"" -� i - I, 1 M o,` Washer/Dryer " 1 5 (11451) 7 --_---- PHP Re: Mechanical A\ 013 ` co l 1 I� ' Towel bar 3--- 10'-2 1l4" 2' 0" �4_�11 1 304 (10801) L_ _ - - -- --- -- -- -'---- Future door opening _® L i between adjacent C- � 23.4 -- IL, S2 -IL and S7 -IL ❑ units. Re: Structural Unit C - AL Data: for header 12'-0" Total Unit Count: 2 information and 1/8" Room Numbers*: 144,244 Enlarged Plans for *Room numbers per architectural plan sheets 30.01 - 35.02 locations. Unit C - IL Data: K NOTE: Reference 1/8" = i'-0" Floor Plans for corridor and unit demising wall types Total Unit Count: 9 Room Numbers*: 127,129, 203, 227, 229, 303, 327, 329, 339 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types �1 Unit C - AL i9 Unit C - IL J 1/4"V.V.0" 0 1' 2' 4' -- - - 1/411 = 1 '-011 0 1 ' 2' 4' _ I J UJ (25-1 1/4" at Unit 240) 8'-9 1/2'° 3'-2 3/4" N --- m 0 1 ZD ' l LID Closet shelf and rod (06402) P18 / 54.01 N c� r " 1 I a 12-61111 12'-6" ---------------------------- PHP Future door opening Re: Mechanical Unit D between adjacent 132- Line of gypsum 5 12"-9 1/4" AL units. Re: Structural for header board soffit above, (12'-11 1/2" at 341) 7t Future opening Re: Reflected c° information and 1/8" between adjacent 4'-3" 3°-1" 5'-5 1/4" T Rough -in future Enlarged Plans for Ceiling Plans r . A -IL and D -IL units. plumbing fixture locations locations, typical Re: Structural for Closet shelf and Washer/Dryer header information rod (06402) (11451) M and 1/8 Enlarged Washer/Dryer P18 / 54.01 T Closet shelf and Plans for locations. (11451) rod ( P18/5401 co ) r �� � = 4'-0" Wide Archway N A19/52.02 5 —� 00 Lf') �1 '-6 1/2" C pt -� �� _— �. ------ N (09680) 5 T ;'r 3 _- RSF C pt I � � ;- � --- / _ 8 "� _ 096 � f'1 / A6 ( �) (09680) 58 -- - --- 1 11 / 7 N1 ; �� _J --- N _ � 52.011 I � - ® - -�- — - -- — RSF— �A1 52.01 -- -- 5A 013 T c� T \E1 52.03 1 x9652 V-' 1 iE1 52.03 E12 ch %r) 5 E 16 ( ) 54.01 / 3 �_ 3 5 it E20 Towel bar — - �_= _ - (10$01) -- ' i� - { o — r i = - ` 1 - �� 3 l�J' gel - - co y �.�' I - -- — 7 �. 7'-31/2" 8'-101/2" 1'-8 1/2" 7'-1 1/2" Towel bar min. clear (10801) Corner unit with j 7'-4 1/4" 3'-0 3/4" 1'-10" 8'-2 1/4" 1'-6" 3'-1 1/4" �2� rotating shelf Linen closet L — (12356) (06402) Unit D - AL Data: �� 25'-1 P21 /54.01 3 T t I U 't C t' 1 311 1 19 1 20 1 21 1 22 1 23 23'-4" 7'-1 3/4" 3'-0 3/4" '�1'-1oil 11'-3 3/4" 11-011 min. clear j \ <�6/ 04F_ I,I N19 Ir 1 - G5201' 52 0,3 E7�1E1 I — -RSF 1 (Q9652 = _2_._ 8 5 3� �, w - I _— C p (09680)I r Towel bares i (10801)'' I' 2'-8 1 i4" Z=4— t `� 3,4' Wide Unit C `� .�'" j Arer;way Accessible v�"" 1 f _ �� : A 19 152.02 � �- - Closet shelf and rod (06402) P18 / 54.01 PHP r r-. Re: Mechanical 8'-11 1/2" 1 3'-2 3/4" 11'-1 3/4" Unit C Accessible - AL Data: Total Unit Count: 2 Room Number*: 145,245 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types Unit C Accessible - AL 1/4" = 1"-0" 0 1 2 4 N M co 121-0" 0 CL 24 co F Q13 N Q 54.01 ( = , F L9 - co r d" - Linen closet n (06402) P21 / 54.01 T N r N U a nl oun . 0 (25'-2 1/4" at Unit 341) Unit D Accessible - IL Data: Room Numbers* 240, 241, 249, 281, 282, 285, 286, 289, 290, 297 Unit D - IL Data: Total Unit Count: 1 Total Unit Count: 14 Room Number*: 107 *Room numbers per architectural plan sheets 30.01 - 35.02 Room Numbers*: 108,109,110,125,126, 207, 209, 225, 226, 307, 309, 325, 326, 341 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types Al Unit D - AL A9 Unit D - IL NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types Ail Unit D Accessible - IL *For ADA clearances, re: 1/4'° = 1'-0" 0 1' 2' 4' 1/4" = 1'-0" 0 1' 2' 4' 31.01 1/4" = 1'-0" 0 1' 2' 4' Clear Floor Space Key 11 2 1 3 1 4 1 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 115 iR 17 1 IQ 1 00 7 7 IL IK IH IG IF IE ID IC UO. 4 for A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte 1 Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers; LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f S Tl 19 =Q AR11200135 �y= -, STATE OF I Ail I r,,yRCH�iTEG1>> 13.12.11 09:23:18 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Z�1, Addendum #1 23 September 2013 3 ASI #1 31 October 2013 CCD 41 10 December 2013 Drawn By MG Checked By JBT Enlarged Unit Plans ■ Project Number: 2013.037 J Copyright 2013 E Cz 0 E 0 C/) r- CY) C) C\1 E 0 n �e 0 C-) Cn (n (D (n 2 W -J flu 11 112 113 114 115 116 117 321-011 9'-3 1/4" 3'-0 3/4" q- V-10" 9'-6 3/4" V-6 1/2" 61-911 PHP Line ofgypsum board Corner unit with Re: Mechanical soffitabove, Re: Reflected rotating shelf 11-011 Towel bar rrG 18 013) E, F-11 Ceiling Plans (12356) min - --- --- (10801)�5 �4O 1 554.01 - -------- IL I I \ I I IP C71 5 co 2'-8 3/4" qI 00 L 1 10'-5 3/4' 111-111, 8'-10 1/4" NJ - Unit E zo------ 10 3/4" 2'-8 3/4" 5-7 1/211 3'-0" Wide Archway A19 f 52.02 Washer/dryer (11451) L 52.02) NCpt F- -111 co -151311 N1 (09680) RSF Al 0 y (09652) A E7N 2.0 33 -7 'i x00 E! 01 I" min. clear Towel bar 2'-/ 1 Closet shelf and T' rG 18 1 rod (06402) (10801) L 54.01 P1 8 54.01C\J Closet Q13 61 rod 1 01 P18 . e5401 6'-101 /211 9'-2 3/4" [2'-5-1/41' 11 2'-7 1/4" 10'-1 1/2" 31 -31 1 Unit E -AL Data: Total Unit Count: 1 Room Numbers*: 266 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types J ji Unit E - AL New 3 1/4" = 1 '-0" 0 1' 2' 4' 12'-0" Line of gypsum board soffit above, Re: Reflected Ceiling Plans IE Al Unit F -IL 1/411 = 1'-0" 0 1' 2' 4' '----7o I Q I A Unit IF - IL Data: Total Unit Count: 3 Room Numbers*: 106,206,306 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types I r, I A 1 7 1 P Corner unit with rotating shelf (12356) q>� ----------- U? El ----- ------------- - - - - - - - - Washer/dryer N13 7- E12 -52.03 -- S1 (11451) 00 -1 !1 1\17� 52. 00 3 - - - - - - - - - - - - - - - - --T Cpt- ------ - L c� (09652),/�O'� �0 NZ 2 9680) ..................... 5'-71 1/2" V-1 1 1- 31-311 1:5 T 21-811 Closet shelf and --J Linen closet rod (06402) 00 C\J co i Unit E (06402) P18 54.01 C� P21 /54.01 8'-0 1/4" 4'-7 3/4" 71-511 k - PHP 5 Re: Mechanical \ -------- r ------- 3'-0" Wide, Cn Archway A19 /52.02 C\J VTAC co Line of gypsum - board soffit above, CD Re: Reflected NCeiling Plans ---------- -------- 11.3 ----------------------- 12'-0" Unit E - IL Data: Total Unit Count: 5 Room Numbers*: 111,211,221,311,321 *Room numbers per architectural plan sheets 30.01 - 35.0 NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types2 Unit E -IL 1/4" = V -i L+i it C') in 1 1 zo ICI 5 -------- -- - 12'-9 1/4" 7'-9 3/4" 14'-5 1/4" --- - -- --- - ---------- 4'-91/2" 6-5 1/4" 11 3'-21/2" Washer/Dryer Line of gypsum board soffit (11451) above, Re: Reflected Ceiling Plans F -I 3 - - - - - - ----------- Unit G 3'-0" Wide Archway Al 9 52.02 V 52,0311 E12 Closet shelf and rod (06402) F5-1 Ell T P18 11 54.01 5 ------- --- - --Y - T,C Cot Towel bar (09680) CO -A (10801) RSF 1 z J1 52.03 (09652)1 J19 IU L 10 �7 5 ------ Linen closet \L 52.02 J7O 52�0352.0311'(06402) 0 � 55 P21 / 54.01 IT J13 E17 ................................... ........ Towel bar I L .0 (10801) �F 0 1' 2' 4' 9'-5 1/4" PHP Closet shelf and Re: Mechanical rod (06402) P18 / 54.01 L5 F A F 11-311 2'-4" 0 3/4" Ir 2'-8" r 6'-13/4" A10 Unit G - IL 1/4" = V-0" 0 1' 2' 4' In 1- -11 1 10 T Q 18 19 20 21 1 22 1 4,3 191-611 Ce) OP (Q13� v Closet shelf and \\54.01) rod (06402) P18 / 54.01 q le 51-31/211 Ir 21-511 r 12'-0 1/4" 351-011 Unit G - IL Data: Total Unit Count: 6 Roo m N u m be rs *: 1041105,204,205,304,305 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types 1A i r, icz 17 10, R 4 Future opening between adjacent S2-11- and C -IL 2'-8 1/2"/, - 6 Cpt units, Re: Structural for --inftid 5 (09680) header ormaon anQ -T- 0( 1/8" Enlarged Plans for fl 74 C.0 locations. RSF PHP CD C) --U n 21 co 11-711 (09652)1 2 �6, Re: Mechanical Lf9P Linen closet (06402) P21 1154.01 CD LO C"i L :Z N n5 Towel bar cm El (10801) 3 F5- V rod (06402) P18 54.01M E--1 2 PHP 1115 IA LO Re.; Mechanical f H Q13 2'-11 1/4" I 4" 1/2" I 21-511 Unit S2 - IL Data: Total Unit Count: 1 Room Number*: 201 *Room numbers per architectural plan sheets 30.01 - 35-02 NOTE: Reference 1/8" = V-0" Floor Plans for corridor and unit demising wall types J19 Unit S2 - IL 31.06 1/4" = V-101" 0 V 2' 4- I L IK I U IH PHP Re: Mechanical Future opening between adjacent S7-11- and C -11 - Unit S7 G units. Re: Structural for I 1 301 co header information and 1/8" Enlarged Plans for locations. 21-911 4'-41/2'" Closet shelf and rod (06402) P18/54.01 5 N F co coN 2'-7 3/4" Washer/Dryer Oil (11451) C"i Cpt 13 (09680) -co .01 C? ) 4 Q 4 17�7 > L A tl E L'112E �SF (09,652) El E7 52.02 7> 18 Ell \> 13 3 Ell/ 54V) C) 4 ,O- --E13 5 103 jL ------------- --- 5 +F� IT LJ ......... ............. .. . ................... - ----------------- --- Towel bar (10801) C q2 > L 6-7 1/4" 2'-6" V-9 3/4" 7'-1 1/4" Ir If CL 181-011 Unit S7 - IL Data: B Total Unit Count: 1 Room Number*: 301 *Room numbers per architectural plan sheets 30.01 - 35-02 NOTE: Reference 1/8" = V-10" Floor Plans for corridor and unit demising wall types A19 Unit S7 - IL *For ADA clearances, re: Sheet 50.04 for Clear Floor Space Key 31.10 1/4" = V-101" 0 1' 2' 4' A ------ -------------- - - ------------------- in on I71 77 74 ')A Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture[ Interior Design) Construction Management 817 Wyandotte ........ . . . .......... lil Kansas City, V10 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 913.492.2437 Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846,6611 p / 317,843.0546 f Food Service Consultant Santee ec er Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362,1800 p / 913.362.2609 f G F- B IN S TF,� S 0 AR11200135 --4 STATE OF '4V Q I A N C )3.12.11 09:23:43 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Z�h Addendum #1 23 September 2013 ASI #1 31 October 2013 CCD #1 10 December 2013 Drawn By MG Checked By JBT Enlarged Unit Plans ■ Project Number: 2013.037 Cc) Copyright 2013 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte s I' Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Balientine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N, College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f S TEF AR11200135 STATE OF: V0 I Aly. ifq CHITS 3.12.11 09:22:17 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 /� ASI #1 31 October 2013 3� CCD 41 10 December 2013 Drawn By MG Checked By JBT Enlarged Unit Plans 50004 Project Number: 2013.037 U Copyright 2013 1 12_ 13 14 15 16 0 r., P T Closet shelf and rod (06402) P18 / 54.01 N Towel bar Co (10801) T T CIQ e54101 Cl? L "' 00 N Linen closet (06402) K P21 / 54.01 G M 0 17 18 19 110 12'-0" CL 12'-0" PHP Re: Mechanical ' 1 11 1 12 1 13 1 14 1 15 1 16 1 17 - -------------- Line of gypsum board _ 5 soffit above, Re: Unit DD Reflected Ceiling Plans 5-71 /4" 31-111 4'-3t -, Closet shelf and 3'-11" -'"�! Washer/Dryer rod (06402) r (11451) P 18 / 54.01 l - 4'-0" ',Nide Archway 1 A19 ! 52.02 E5 3'-0" Wide Archway 5° -- - 5, A19 / 52.02 -- Towel bar (10801) F0 Nr� (,rpt -- -= -� i 1 � � t I 2_ 1 � ,09680 j A6 r-- ----- - e 1 RSF v �'' _ 513- i\ 5A f 5 i 5B' 12 1< 70 52.01 Al E12 -52.03 -E1 li I (09652) J - L - - E1 52.03 E12 5A - \ N E20 I n i---- -- 5. 3 J 1 _ J1 �% - 5A1 �: N -7- T, I N l® 5A 5A. .� �.:/ I t- 5 I _ cel W N _1 I r q ( N - CV i [2'-7 min. clear 3'-3 1/4" 1'-6" 8'-01/4" 1./4" 7'-4 1/4" 7'-4 112" 4'-101 /4" 8'-2 1/4" 1'-6" 3'-1 1/4" -71 2'-3 1 /2" q 50'-0" Unit DD - IL Data: Corner unit with Total Unit Count: 2 rotating shelf (12356) Room Numbers*: 210,310 *Room numbers per architectural plan sheets 30.01 - 35.02 �1 Unit DD - IL NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types 1/4" = V-0" 0 1 ' 2' 4' Cyn V N N T N 16'-0" (15-4 1/4" at Units 167 & 168) PHP Re: Mechanical Unit MA Closet shelf and Towel bar rod (06402) (10801) P18 / 54.01 l J co N _ 5 Q13 O Locking closet .01 1 15 i:4 / I J / OI E1 52.03 13 `5 , \ o p J 19 /r r - - c%) _IIlk 'IF 'IFI 2 E - - - O_J co U E C 7'-4 3/4" 4'-4 3/4"11-1011 L 0 o(3'-8 1/4" Q 167 & 168) cn 2'-4 3/4" r co 0 `' 1 Unit MA - AL Data: Total Unit Count: 6 B Room Numbers*: 167,168,169,170,179,194 E *Room numbers per architectural plan sheets 30.01 - 35.02 o NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types 0 c� Cn Al Unit MA -AL A 1/4" = 1'-011 c� 1 1 2 0 1' 2' 4' 3 1 4 0 m B OP N �r- LO 8'-11 3/4" 1 18 3'-1 3/4" 19 20 1 21 1 22 Unit C - AL Data: Linen closet Total Unit Count: 2 (06402) Room Numbers*: 271,272 P21 / 54.01 *Room numbers per architectural pian sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types II 115 Unit C - AL (271, 272) 31.08 1 /T--Z 1 '-0" d 1' 2' 4' 9'-3" 2'-5" 2'-7" 9'-1" Locking Closet -1141 - 1 1 11 PHP M PHP Re: Mechanical L51---- 5. Re: Mechanical 1 Unit MC - �� CV _ Closet shelf and U [:5] r rod (06402) - ------E P18 / 54.01 Towel bar Towel bar (10801) � (10801) F 1 5 \ / \ L5 / ,. I Q13 - \ 5 Q13 I 5 4.01 4 5 .0- I `7 7 CV - 7 �✓ 5 a /-/ - \ E1 52.03 13_ _ J13 52.03 E1 Ij <5 `; /�. J19��� J19 I I� i 3 r . I ' O - 7'-3 1/2" 4'-7 1/4" 4'-13/4" 7'-31 /2" CL Unit MC - AL Data: Total Unit Count: 2 Room Numbers*: 171,172 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types A8 Unit MC - AL 1/4" = 1'-0" 5 1 6 1 7 8 T9 r 25'-0" Towel bar (10801) 11'-4 3/4" 2'-4 3/4" L, 11'-2 3/4" 23 1 24 -1141 - Clear Floor Space Key 816 421 8200 phone 1 ORadius 60" Clear Circular Turning design with insight.com Carmel Senior Living 0 48" x 48" Clear Front Door Approach R 48" x 30" Clear Parallel Approach Centered on Appliance :.} 30" x 48" Clear Front Approach Centered on Appliance SW quadrant of 136th Street and Illinois O 48" x 56" Type B Parallel Water Street Carmel, Indiana 46032 Closet Approach (overlap exception) 0 6 x 56" Accessible Parallel -060" Water Closet Approach Spectrum Retirement Communities, LLC 30" x 48"' Clear Floor Space 200 Spruce Street, #200 Denver, Colorado 80230 0 30" x 60" Bath tub or Roll -In Shower Side Approach P NOTE: All cabinetry positioned for Gastinger Walker Harden forward approaches have knee and toe clearances that comply with ANSI + BeeTriplett Buck A117.1-2003 section 306, re: detail Architecturel Interior Design) Construction Management A11154.01. N 11'-4 3/4" 2'-4 3/4" L, 11'-2 3/4" ffL 8 -1141 - owel bar 0801) A16 Unit MD - AL 0 1' 2' 4' 30.01 1/4" = 1'-0" 10 T 11 12 13 1 15 16 17 Unit MD -AL Data: Total Unit Count: 7 Room Numbers*: 181,182,185,186,189,190,193 *Room numbers per architectural plan sheets 30.01 - 35.02 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types 0 l' 2' 4' 18 1 19 20 21 22 23 24 M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H 0%%M111111/1, z�i G �e`��,�'t � S T F.T9�,�'. AR11200135 �^ r STATE OF /VJ I ANP. �`���,�•. F C H,� T EG>>� 13.09.23 14:45:50 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E z Addendum #1 23 September 2013 D Drawn By MG Checked By JBT Enlarged Unit Plans B ■ A Project Number: 2013.037 �c; Capyright 2013 817 Wyandotte !!!! Kansas G1ty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H 0%%M111111/1, z�i G �e`��,�'t � S T F.T9�,�'. AR11200135 �^ r STATE OF /VJ I ANP. �`���,�•. F C H,� T EG>>� 13.09.23 14:45:50 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E z Addendum #1 23 September 2013 D Drawn By MG Checked By JBT Enlarged Unit Plans B ■ A Project Number: 2013.037 �c; Capyright 2013 0 U a) rr O U O I E cz U E I U N 0- C/) r— co 0 co 0 N G N E U O O U Cni Cn N In n _ _ ,.., n e Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas aty, MO 64105 ix 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317,843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f i AR11200135 STATE OF I AN O H 1 t .23 14:48:11 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 /1\ Addendum #1 23 September 2013 Drawn By MG Checked By JBT Enlarged Unit Plans 50n06 Project Number: 2013.037 CC) Copyright 2013 N rAl N M I&I L K J 11 9 F E N E to 0 co I 0) E 0 0 E C =3 — .b* 0 8- 100 I co C� Cn V_ ?4 0- 2% B 4 W - W a ir_ W 3� a 10 .0 0 3i =1) 6 A 1 1 2 WALL TYPE "4" Design No. U305 June 03,2013 Bearing Wall Rating - 1 HR. Bearing Wall Rating - % HR (See Item 613) Finish Rating - See Items 3, 3A, 3D, 3E, 3F, 3G and 3H. STC Rating - 56 (See Item 9) 1 hour rated ceiling assembly '] >< I 11_� K;71 2x4 Wood Studs I__ ->-I, (06100) Q>41 I - - - I - is Earsi1i!11111111M_.��l _ . 5/8" Gypsum Board (09250) M30726= w.&#J�lllllllllllll Acoustical Insulation (09250) 2X4 Wood Stud �061 00' ) 5 ' Acoustical Insulation (09250) Description 1. Wood Studs - Norn 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail -Heads - Exposed or covered with fiber tape and joint compound, except where required for specific edge configuration. For tapered, rounded -edge gypsum board, joints covered with Joint compound or fiber tape and joint compound, As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Nailheads exposed or covered with Joint compound. 3. Gypsum Board* - 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in, OC 'th 6d cement coated na's I I wi il 1-718in. long, 0.0915in. shank diam and 15164 in. diarn heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members*. When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to fuming channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in- OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All Joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without fuming channels as described in Item 3, When Item 6B (3/4 hr rating), Steel Framing Members*, is used, one layer of gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Joints oriented vertically and staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B (1 hr rating), Steel Framing Mernbers*, is used, two layers of gypsum panels attached to furring channels- Base layer attached to funing channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All Joints in face layer staggered withinints in base layer a minimum of 16 in- Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without fuming channels as described in Item 3. When Rem 7, resilient channels are used, 518 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self -drilling, self -tapping Type S or S-12 steel screws spaced 8 In. OC, vertical joints located midway between studs. ACADIA DRYWALL SUPPLIES LTD - Type X (finish rating 22 min) AMERICAN GYPSUM CO - Types AGX-1 (finish rating 23 min.), M -Glass (finish rating 23 min.), Type AGX-1 1 (finish rating 26 min), Type LlghtRoc (finish rating 22 min) or Type AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUM INC - Type 1, Type SF3 (finish rating 20 min) or FRPC, Type C or Type X (finish rating 26 min), Type EGRG or GlaslRoc (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC - Type C, Type X or Type Abuse - Resistant (finish rating 26 min) CGC INC - Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). GEORGIA -PACIFIC GYPSUM L L C - Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), Type DA, Type DAPC, Type LS (finish rating 23 min). LAFARGE NORTH AMERICA INC - Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC-C (finish rating 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC-CIA, Type LGFC-WD, Type LGLLX (finish rating 21 min). NEW NGC INC, DBA NATIONAL GYPSUM CO - Type FSK (finish rating 20 min), Type FSK -G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW-G (finish rating 20 min), Type FSK -C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min), Type FSL (finish rating 24 min). PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Types C, PG -2 (finish rating 20 min), PG -3 (finish rating 20 min), Types PG -3W, PG -5W (finish rating 20 min), Type PG -4 (finish rating 20 min), Type PG -6 (finish rating 23 min), Types PG-3WS, PG-5WS, PGS-WRS (finish rating 20 min), Types PG - 5, PG -9 (finish rating 26 min), PG -1 1 or Type PG -C. PANEL REY S A - Type GREX, PRX; Types RHX, MDX, ETX (finish rating 22 i min) SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1 (finish rating 26 min) ' Al Walltype 4 - 1 -Hr interior Not to Scale � _�� 2 1 3 1 4 1 5 6 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 —1 17 1 18 1 19 � 20 1 21 1 22 1 23 1 24 �� TEMPLE-INLAND - Type X, Veneer Plaster Base - Type X; Water Rated - Type WALL TYPE X, Sheathing - Type X, Soffit - Type X. 5. Batts and Blankete - (Optional - Required when Item 6A is used ) Glass fiber or 9. STC Rating - The STC Rating of the wall assembly is 56 when it is constructed as A01 09,2013 Carmel Senior Living THAI GYPSUM PRODUCTS PCL - Type C, Type X (finish rating 26 min) mineral wool insulation. Placed to completely or partially fill the stud cavities. When described by Items 1 through 6, except: Design no. U469 i -hour Shaftwall UNITED STATES GYPSUM CO - Type AR (finish rating 24 min), Type C (finish Item 6A is used, glass fiber or mineral wool insulation shall be placed to completely fill A. Item 2, above - Nallheads Shall be covered with)'oint compound. Interior Non -Load Bearing Partition rating 24 min), Type FRX-G (finish rating 29 min), Type IP -AR (finish rating 24 the stud cavities and shall be secured to the studs 24 in. OC with staples, nails or B. Item 2, above - Joints As described, shall be covered with fiber tape and Joint --. - - ___ % I i screws- compound. 1� I __ 4� R min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type " Ceilinwi' runner - I � ,_ IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX (finish CERTAINTEED CORP C. Item 5, above - Batts and Blankets* The cavities formed by the studs shall be _. :� (092651 . : � f GUARDIAN FIBERGLASS INC friction fit with R-1 9 unfaced fiberglass insulation batts measuring 6-1/4 in. thick% " �_, rating 24 min), Type SGX (finish rating 24 min), Type ULX (finish rating 22 min), I , *�,� , - - , , , I - Type WRX (finish rating 24 min), Type WRC (finish rating 24 min). JOHNS MANVILLE INTERNATIONAL INC and 15-1/4 in. wide. __ ` Steel 'C -H' studs � - I I ....... I - �... - _ I.T.- - - . . � . A, � (09265) KNAUF INSULATION GMBH D. Item 6, above - Steel Framing Members" Type RSIC-1 clips shall be used to i I USG MEXICO S A DE C V - Type AR (finish rating 24 min), Type C (finish rating Finish Ceiling ' '� SW quadrant of 136th Street and Illinois i f - . � 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type sl i kre: s6edule) I ,�' "'� 1" Gypsum Board Street MANSON INSULATION INC attach gypsum board to studs on either ide of the wall assembly. ! � ! �, , " ` IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish OWENS CORNING HT INC, DIV OF OWENS CORNING - Coming Fiberglas E. Item 8, above - Caulking and Sealants (not shown) A bead of acoustical sealant I , 11 (09265) Carmel, Indiana 46032 - rating 24 min), SCX (finishrating 24 min), Type IP -AR (finish rating 24 min), Type Corp. shall be applied around the partition perimeter for sound control. — � = Q - I IPC -%AR ,finish rating 24 min), Type ULX (fin' h rating 22 min).. ROCK WOOL MANUFACTURING CO - Delta Board. F_ Steel Comer Fasteners (Item 4), Fiber, Sprayed (items 5A and 5B ) and Steel I *F��___ 5/8" Gypsum Board � J Is I I I X Gypsum Board* - (As an alternate to Item 3) - 5/8 in. thick gypsum panels, with ROCKWOOL MALAYSIA SDN BHD - Acoustical Fire Batts Framing Members (Item 6A), not evaluated as alternatives for obtaining STC . . (09265) Spectrum Retirement Communities, LLC beveled, square, or tapered edges, applied either horizontally or ROXUL INC -Acoustical Fire Batts rating. � � 11 I— Acoustical Insulation 1. - . . THERMARBER INC - Type SAFB 10. Wall and Partition Facings and Accessories* - (Optional, Not shown) - . � 2W Siyuce Street, #200 11 vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W Firish Floor , (09265) - S_ 5A_ Fiber, Sprayed* - (Not shown - Not for use with Item 6A) As an alternate to Batts and Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or ___�t_ Denver, Colorado 8UM coarse thread gypsum panel steel screws spaced a max 8 in. OC, with Blankets (Item 5) - Spray applied cellulose material. The fiber is applied with water to both sides of the assembly, Panels attached in accordance with manufacturer's "-I,- Floor'J'runner last screw 1 in, from edoe of board. When used in widths of other than completely fill the enclosed cavity in accordance with the application instructions supplied with recommendations. When the QR -51 0 panel is installed between the wood framing (09265) 48 in., gypsum boards are to be installed horizontally. P AMERICAN GYPSUM CO - Types AGX-1 (finish rating 25 min.), M -Glass (finish the product with a nominal dry density of 2.7 lb/ft3. Afterriate Application Method- The fiber is and the UL Classified gypsum board, the required UL Classified gypsum board layer I - __ � . . . . . . . F, - - --- applied without water or adhesive at a nominal dry density of 3.5 lb/113, in accordance with the (s) islare to be installed as indicated as to fastener type and spacing, except that the � � XYLUA k i - .� - __�. rating 25 min.), Type AG -C (finish rating 25 min.). i __t I CGC INC - Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP- application instructions supplied with the product. When Item 6B is used, Fiber, Sprayed shall required fastener length shall be increased by a minimum of 112 in. Not evaluated or I , -_ -, Gastinger Walker Harden AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish be INS735, INS745, INS765LD or INS77OLD. intended as a substitute for the required laye�s) of UL Classified Gypsum Board. � Z_ - %'- Acoustical Insulation rating 24 min", Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), U S GREENFIBER L L C - INS735 & INS745 for use with wet or dry application. QUIET SOLUTION INC - Type QuietRock QR -51 0. i Steel'C-H'studs + BeeTriplett Buck ! . . INS51 OLD, INS515LD, INS541LD, INS735, INS745, INS765LD, and INS77OLD are 11. Cementitious Backer Units* -�Optional Item Not Shown -For Use On Face Of 1 i (09265) (09265) ' � I I Ai,chitecture I Interior Design I Constmcdon Managernent Type SHX (finish rating 24 min�, Type WRC (finish rating 24 min), Type WRX i . ! i Desopotion ''I'll (finish rating 24 min). to be used for dry application only. Hr Systems With All Standard Items Required) - 1/2 in., 518 in., 3/4 in. or 1 in. thick, I I 1, Floor and Ceiling Runlrim - "J" - shaped, 2-1/2 in. wide with unequal legs of 1 N I UNITED STATES GYPSUM CO - Type AR (finish rating 24 min), Type SCX 5B. Fiber,, Sprayed* - (Not shown - Not for use with Item 6A) As an alternate to Batts min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over I - I I I in. and 2 in., fabricated from 24 MSG (20 MSG when Item 4A is used) galv steel. - �� 1 817 Wyandotte - I -1, ''I ��z,� I and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material- The studs. Fastened to studs and runners with cement board screws of adequate length ,�*:1�1, ,����;�i Kansas City, MO 64105 (finish rating 24 min), Type SGX (finish rating 24 min), Type C (finish rating 24 Runners attached to structural supports with steel fasteners located not greater �; - I I 1, ����:��!i��i�� 816 421 3200 phone ,zl min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP- fiber is applied with water to interior surfaces in accordance with the application to penetrate stud by a minimum of 3/8 in, for steel framing members, and a minimum . ,����������������������!����ni��!z��z�, ,�� ,,, ,�i��,z�� . than 2 In. from ends and not greater than 24 in, OC, 1�11�1� 816 421 1262 fax instructions supplied with the product. Applied to completely fill the enclosed cavity. Of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide ' 'i ��, f , , fi I I I '� ' _j in ��, X1 (r nish rating 24 min). Type IPA2 (I nish rating 24 min), Type SHX (finish rating I 2. Steel - tuids — �'C-H` shaped studs, 2-1/2 in. wide by 1 1/2' , deep, fabri"cated design with insight.com 24 min), Type FRX-G (finish rating 24 min), Type IP -AR (finish rating 24 min), Minimum dry density of 4.3 pounds per cubic ft. boards are used, horizontal Joints need not be backed by framing. i I from 25 MSG (20 MSG wh-er, Item 4A is used) galv steel, spaced 24 in. or 600 mm ! i Type IPC -AR (finish rating 24 min). NU -WOOL CO INC — Cellulose Insulation NATIONAL GYPSUM CO — Type PermaBase i OC. Vertically re,strained walls mquire studs to be cut 3/8 In. less than floor to ceiling .1 USG MEXICO'S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 5C. Batts and Blankets* — Required for use with resilient channels, Item 7, 3 in. thick 12. Non -Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. I height, M __ i 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type mineral wool batts, placed to fill interior of wall, attached to the 4 in. face of the studs studs or nominal 2 by 6 in- studs nailed together With two 3 in. long 10d nails spaced a 3. Gyp3UMBoar4* — 1 in. thick gypsum. wallboard liner panels, supplied in nominal 24 in. — IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish with staples placed 24 in. OC. max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with or 600 mm widths, Vertical edges inserted in "H" shaped section of "C -H" studs. Free Structural Engineer ' THERMAFIBER INC — Type SAFB 3 In. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition I rating 24 min), Type SCX, Type IP -AR (finish rating 24 min), Type IPC -AR (finish � Bob D_ Campbell & Cornpany, Inc- . - . t edge of end panels attaclied to long leg of "J" runners with 1-5/8 in. long Type S head rating 24 min). 51), Glass Fiber Insulation — (As an alternate to Item 5C) — 3 in. thick glass fiber batts wood studs to be flush with ,,he 2 by 4 in. studs. The wall partition wood studs are to � ; 4&18 Belleview ! steel screws spaced not greater than 12 In. OC - ,I . 3113. Gypsum Board* — As an alternate to Item 3) — Nom 314 in. thick, installed with 1 - bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails I CGC INC —Type SLX, Kansas City, Missoun 641 11 ' - 1 7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples spaced a max. 16 In, OC, vertically. Maximum one non-beanng wall partition 816-531-4144 p 1 816-531-8572 If - placed 24 in. OC_ See Batts and Blankets (BKNV or BZJZ) Categories for names of intersection per stud cavity. Nop-bearling wall partition stud depth shall be at a � LAFARGE NORTH AMERICA INC — Type LGFCSL coarse thread gypsum panel steel screws as described in Item 3A. Classified companies. minimum equal to the depth of the bearing wall. TEMPLE-INLAND — Type TP -6 L CGC INC — Types AR, IP -AR. UNITED STATES GYPSUM CO — Type SLX Mechanical I Electrical I Plurnbing Engineer , UNITED STATES GYPSUM CO — Types AR, IP -AR. 5E- Batts and Blankets* — (Required for use with Wall and Partition Facings and *Bearing the UL Classification Mark S A DE C V — Type SLX, i USG MEXICO S A DE C V — Types AR, IP -AR_ Accessories, Item 3D) — Glass fiber insulation, norn 3-1/2 in. thick, min. density of i USG MEXICO vertically and attached to Pearson Kent Mcrinely Paaf Engineers, ILLG 3C., Gypsum Board* — (As an alternate to Items 3, 3A and 38) - 5/8 in. thick, 2 ft wide, 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. 4. Gyp3u m Board*a— 518 In . thick, 4 ft or 1 22-00 mm wide, applied 8801 Ballentine, Suite 2W tongue and groove edge, applied horizontally to one side of the assembly. Installed friction -fitted to completely fill the stud cavities. See Batts and Blankets Category studs with I in. long Type S, steel screws, spaced 12 in. OC along the edges and in the Overland Park, Kansas 66214 with 1-718 in. long cement coated nails as described in Item 3 or 1-1 A in. long Type W (BKNV) for names of manufacturers. —441 As stated above field of the boards. 913,492-2400 p 1 913-492-2437 f coarse thread gypsum panel steel screws as described in Item 3A. Joint covering 6. Steel Framing Members (Optional, Not Shown)* — Fuming channels and Steel ; AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C. (Item 2) not required. Framing Members as described below: ----A With 2x6 wood framing i CERTAINTEED GYPSUM INC — Type C. K Civil Engineer � CGC INC — Type SHX. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by i CERTAINTEED GYPSUM CANADA INC — Type C. Weihe Engineers UNITED STATES GYPSUM CO — Type SHX. 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels ----[�d As stated above, with 2x6 i CGC INC —Types C, IP -Xi, IP -X2, IPC -AR, SCX, ULX, or WRC_ I OW5 N. College Avenue secured to studs as described in Item b. Ends of adjoining channels are wood framing, with Item #9 GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC. Indianapoks, IN 46280 USG MEXICO S A DE C V — Type SHX. overlapped 6 in. and tied together with double strand of No- 1 8 SWG STC construction LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A, LGFC6A 30, Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, galv steel wire near each end of overlap. As an alternate, ends of PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, 317.846 �6611 p 1 317-843.0546 If 313 and 3C, not shown) - Nominal 518 in. thick, 4 ft wide panels, applied vertically to ---F4b As stated above, with 2x8 i PG -1 1, PG -C, PGS-WRS. i i ' studs and bearing plates on one side of the assembly with 1-5/8 in, long Type S adjoining channels may be overlapped 6 in. and secured together with wood framing, with Item #9 1 TEMPLE-INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type J FoW Service Consultant screws spaced 12 In, OC at perimeter of panels and 8 In. OC in the field. Horizontal two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of STC construction X, Sheathing - Type X, Soffit - Ty -C. Santee I Bed(er Associates, LLC joints of vertically applied panels need not be backed by studs. Panel Joints covered the overlap, with one screw on each flange of the channel. Gypsum . pe X, TG ith paper tape and two layers of Joint compound. Screwheads covered with two board attached to furring channels as described in Item 3. THAI GYPSUM PRODUCTS PCL — Type C. I 6700 Squibb Road, Suite 101 w UNITED STATES GYPSUM CO — Types C, FRX-G, IP -X1, IP -)(Z IPC -AR, Mission, Kansas 66202 layers of joint compound. Batts and Blankets placed in stud cavity as described in Item b. Steel Framing Members* — Used to attach furring channels (Item 6a) to SCX, U LX or WRC. 913-362-1800 p / 91 3-362-26W f 5E. Not evaluated for use with Steel Framing Members, Fuming Channels or Fiber, studs. Clips spaced 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 2-1/2 in. USG MEXICO S A DE C V — Types C, IP -X1, IP -X2, IPC -AR, SCX, UIA or Sprayed. coarse drywall screw through the center grommet. RSIC-V clips secured to studs WRC. � SERIOUS ENERGY INC — Type QuiietRock QR -530 (finish rating 23 min). with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels 4A. Gypsum Board* — Not Shown - As anAltemate to Item 4. Norn 5/8 in. thick lead 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For are friction fitted into clips. H Direct Application to Studs Only- Norn 5/8 in. thick lead backed gypsum panels with PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V, RSIC-1 (275), backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical beveled, square or tapered edges, applied vertically. Vertical Joints centered over RSIC-V (2.75)- WALL TYPE "5" joints centered over studs and staggered min 1 stud cavity on opposite sides of studs, studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured 6A- Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Wallboard secured to studs with 1-1 /4 in- long Type S-1 2 steel screws spaced 8 in. OC at to studs with 1-518 in. long Type W coarse thread gypsum panel steel screws spaced Framing Members on one side of studs as described below: Interior Partition perimeter and 12 in. OC in the field. Lead batten strips (Item 6) required behind vertical . ' 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical Joints a. Furring Channels — Formed of No. 25 MSG gaIv steel, spaced 24 in. joints .�s,\ ,N%%JMIIII1111/,f OC perpendicular to studs. Channels secured to studs as described in 1 hour rated ceiling assembly RAY -BAR ENGINEERING CORP — Type RB-LBG , ��GE B,E�,��////z of lead backed gypsum wallboard and optional at remaining stud locations. Lead .%N \, ��,. / ,,, . � --�,- 5� Batts and Blankets* — (Optional) — Mineral wool batts partially or completely filling stud �0 &\ S T j�,,� z�, Item b. Ends of adjoining channels are overlapped 6 in. and tied G " batten strips, min 1-1 /2 in. wide, max 1 0 ft long with a max thickness of 0. 1 25 in. . I -N 1<11 � 0 -.� , llllk I I - - - placed on the face of studs and attached to the stud with two 1 in. long Type S-1 2 pan together with double strand of No. 18 SWG galv steel wire near each I �. *'� 2x4 Wood Studs cavity. ,�, 0 �tn, — -->- AR11200135 � head steel screws, one at the top of the strip and one at the bottom of the strip. Lead end of overlap. Batts and Blankets placed in stud cavity as described in 1. (06100) THERMAFIBER INC — Type SAFB. Z <,r --A — . I = --) --I = t . kets (Item 5) — Spray applied = Item 5. Two layers of gypsum board attached to furring channels as I 5A. Fiber, Sprayed* — As an afterriate, to Batts and Blan = — discs or tabs may be used in lieu of or in addition to the lead batten strips or optional - . :: STATEO F - .1, � I -1-1.1-........', I , k',�'-.'-��,-,-'!-.��,'.'.','�', � .... - *11 . described in Item 3. _117A cellulose material. The fiber is applied with water to completely fill the enclosed cavity in - - i at other locations. Max 314 in. diarn by max 0. 1 25 in. thick lead discs compression I 1:F1 b. Steel Framing Members* — used to attach furring channels (Item 6Aa) Finish Ceiling ' 1. accordance with the application instructions supplied with the product. Nominal dry density n . i fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. I I 0 1 AkAv,. i thick lead tabs placed on gypsum boards underneath screw locations prior to the sde of studs only. Clips spaced 48 in. OC., and secured to studs (re- schedule) � . of 3.0 Ib1ft3. Alternate application method- The fiber is applied with U.S. Greenfiber LLC I 1� t � I - f k,- ",X,\\\N " , with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at — I L� 518" Gypsum Type AD 1 00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to F "-\ ,_ - - � UM\ Installation of the screws. Lead batten strips to have a purity of 99.9% meeting the 0 I - -3.07.11 each end of the clip. Furring channels are friction fitted into clips. Board (09250) completely fill the enclosed cavity in accordance with the application instructions supplied ,__ I � , -- -01 �11�19__� f,�.C_l I 11��!,6t� Federal specification QQ-L-201 f, Grade "C". —, "', , I . � : ; ith the product. Nominal dry density of 2.5 Ib1ft3 I / -05'00 RAY -BAR ENGINEERING CORP — Type RB-LBG (finish rating 24 m1n). KINETICS NOISE CONTROL INC — Type lsomax. I - w . ,��, 16:26:20 i 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) — 5/8 in- 6B. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel ��_ � U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Framing Members as described below: '. - F` Acoustical Insulation Material) , - - I I - - I - - r thick gypsum panels, with square edges, applied either horizontally or vertically. - (09250) ISSUED FOR: Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by Finish Floor a 5B. Fiber, Sprayed* — As an aftemate to Batts and Blankets (Item 5) and Item 5A - Spray panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels 50' Gypsum _", 2x4 Wood applied cellulose insulation material. The fiber is applied with water to interior surfaces in 1 00% Constuction Documents I I July 2013 board or nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank secured to studs as described in Item b. Ends of adjoining channels are Board (09250) Stud (061 00) accordance with the application instructions supplied with the product. Applied to E diam and 15164 in. diarn heads- When used in widths of other than 48 in., gypsum overlapped 6 in. and tied together with double strand of No. 18 SWG Z/� completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. boards are to be installed horizontally. Joints and nail heads treated as described in galv steel wire near each end of overlap. As an alternate, ends of I - - NU -WOOL CO INC — Cellulose Insulation Item 2. adjoining channels may be overlapped 6 in- and secured together with LE��� , ,-.-.-. - 1- Ell 6. Lead Batten Strips — For Use with Item 4A - (Not Shown) — Lead batten strips required TEMPLE-INLAND — GreenGlass Type X (finish rating 23 min). two self -tapping #6 taming screws, min. 7116 in. long at the midpoint of behind vertical Joints of lead backed gypsum wallboard (Item 4A) and optional at remaining 3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E and 3F) - 5/8 in. the overlap, with one screw on each flange of the channel. One layer of �usfical Insulation stud locations. Strips, min 1-1/2 in- wide, max 10 ft long with a max thickness of 0.125 in, glass -mat faced with square edges, applied either horizontally or vertically. Gypsum hed to furring channels as described in Item 3 for (09250) Strips placed on the interior face of studs and attached from the exterior face of the stud i " ' 3/4 -hr rating. Two layers of gypsum board attached to furring channels Description with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at panels nailed 7 in. OC around & perimeter and in the field with 6d cement coated D nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be as described in Item 3 for 1 -hr rating. 1. Wood Studs - Nominal 2 by 4 inches, spaced 16" o.c. the bottom of the stn'p. Lead batten strips to have a purity of 99.9% meeting the Federal placed 1 inch and 3 inch from horizontal Joints and 7 inch OC thereafter. b. Steel Framing Members* — Used to attach furring channels (Item 613a) 2. Batts and Blankets - Mineral wool or glass fiber batts, 3 1/2" min. thickness. specification 00-L-201 f, Grade "C". UNITED STATES GYPSUM CO — Type USGX (finish rating 22 min-) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-112 in. 3. Gypsum board - 5/8" thick, 4 ft. wide, attached to wood studs and floor and ceiling 6A. Lead Discs or Tabs — (Not Shown) - Used in lieu of or in addition to the lead batten 3H. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E 3F and 3G) - 518 coarse drywall screw through the center hole. Furring channels are friction fitted into track with 1 7/8" long 6d cement coated nails or 1 7/8" long No. 6 drywall screws spaced strips (Item 6) or optional at other locations - Max 3/4 in. diam by max 0. 1 25 in. thick lead in- thick paper surfaced applied vertically- Gypsum panels nailed 7 in. OC with 6d clips. 8" OC along edges of board and 12" OC in the field of the board. Joints oriented discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by cement coated nails 1-718 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. PLITEQ INC — Type Genie Clip vertically and staggered on opposite sides of the assembly. max 0. 1 25 in. thick lead tabs placed on gypsum boards (Item 5) underneath screw TEMPLE-INLAND —Type X ComfortGuard 7. Furring Channel — Optional - Not Shown - For use on one side of the wall - 4. Joint Tape and Compound (not shown) - Vinyl, dry or premixed joint compound, locations prior to the installation of the screws, Lead discs or tabs to have a purity of C Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion applied in two coats to joints and screw heads- paper tape, 2" wide, embedded in first 99-9% meeting the Federal specification QQ-L-201f, Grade "C". — Sound Deadening Gypsum Board (finish rating 27 min). � Drawn By LS 4. Steel Corner Fasteners — (Optional) — For use at wall comers. Channel shaped, 2 in. screw attached to one side of studs with 1-1/4 In. long diamond shaped point, double layer of compound over all joints- *Bearing the UL Classification Mark Checked By JBT long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide lead Phillips head steel screws. When resilient channels are used, insulation, Items channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge 5C or 5D is required. ***Re-. Structural for Load-beaning locations. (not along tapered edges) of the gypsum board, no greater than 2 in. from comer of gypsum 7A. Steel Framing Members* — Optional - Not Shown - Used as an alternate method ***At all plumbing sides of walls, use 5/8"water resistant gypsum board. board, max spacina 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement to attach resilient channels (Item 7) to one side of studs only. Clips attached at each Partition Types � coated nail per fastener. Comers of wall board shall be nailed to top and bottom plate using intersection of the resilient channel and the wood studs (Item 1). Resilient channels -31 As stated above ---[� As stated above B No. 6d cement coated nails. are friction fitted into clips, and then clips are secured to the wood stud with min. 1-3/4 --m 5/8* Gypsum board at room side of wall only — � in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. --f 57B With 2x6 wood framing KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 8. Caulking and Sealants — (not shown, optional) A bead of acoustical sealant applied ___] Walltype 5 - interior non -rated around the partition perimeter for sound control. A16 A2o JWalltype6-1-Hrshaftwall 00005 � I Not to Scale I I Not to Scale 1A I � - 6 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Nurnbev 2013.037 @ Copyright 2013 1 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1.23 1 24 Carmel Senior Living R R 25-71 /2" 25'-7 1/2" 9'-01 /2" 11-611 141-111 1'-0" 7'-0" 15'-3" 1'-6" 81-101/211 SW quadrant of 136th Street and Illinois Composite wood decking over { Street EPDM roofing Q13 G18 Towel bar Towel bar Q 54.01 10801 10801 Q Carmel, Indiana 46032 (06730;07531) 54.01 ' I ( ) ( ) I I Spectrum Retirement Communities, LLC 200 I ' ,t ; [� ! E1 ')i' E1 PHP Spruce Street, #200 CC ! �}� ! 7 ' I Denver, Colorado 80230 �._._._ .___ Re: Mechanical E12 52.03 N1 — N1 52.03 E12 _ 1 Linen closet 06402 CV CV ' ( ) P Linen closet (06402) 5 P ti - _ • • I / 1 = III P21 / 54.01 _ � I 3 �� ,� ���, �'�� = P21 54,0 I , I I i i ! _ ` I _ Gastinger Walker Harden 4'4' Wide Archway -- `� " y - + BeeTriplett Buck �t 4-0 Wide Archway 1l A19 / 52.02 A19 / 52.02 Architecture) Interior Design) Construction Management N l _ N .. d I T T 817 Wyandotte a� Kansas MO 64105 LO _ i a sas Cit closet shelf and rod _ If and d ... y, F � Closet she a o ro ! :E / 06402 5 {I w 06402) I i 816 421 8200 phone ( ( 1s " 816 421 1262 fax PHP ( I P18 1 54,01 --� ! P18 / 54.01 ifj design with insight.com Re: Mechanical �-` o I� II� 00 %r� Ml f I. 2'-11 1/4" �' �, ;I M i-\ d l O Corner unit with � ! 5 v 1 rotating shelf` Structural Engineer 1 ; _ 6]G G� Corner unit with g C 6 - - - _ _ (12356) ;; - - ; - - { - i PHS' Bob D. Campbell &Company, Inc. r O O rotating shelf ii r �� 2 N ii - Y-------�-- Re: Mechanical -�_ li I 4338 Belleview Fire rated shaft for �� (12356) „ "" i Al;City, Al O ; ( A Kansas Missouri 64111 q 33 fireplace flue below �! —�� �; j 816.531.414416 531 8572 f I �j� �p/8 L M 6 l' r` _o I E20 52.01 A6 C 1 L A6 52,01 E20 - Unit AD _.. .._._. ._J Cz 2'-41/2" PHP _ o b —Ca', + �._ ___ J Unit AD ; Mechanical /Electrical! Plumbing Engineer Re: Mechanical \ O - _ II 3 4 1 T- .E �-- �1� —____ I 335 i% ; Pearson Kent McKinely Raaf Engineers, LLC N RSF_ - �j J ___RSF r 8801 Ballentine, Suite 200 (09652 _ 2 09652 ' ;:I Overland Park Kansas 66214 ) �r ----- ----- O <� (----- -} - J Co 4-0 Wide ArchwayCpt C t 2 '— 2 p 4'-0" Wide Archway i I 913.492.2400 p 1913.492.2437 f _ � A19 / 52.02 1 (09680) Rt N (09680) A19 52.02 ,1 334 I K K LIJ - gl A _ 5' - Civil Engineer T _ _ Weihe Engineers cis N - _.-- -- __�_� 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f co—'� Washer/Dryer Q it 2'-6 3/4" 3'-0 3/4" - J -- — -- - 9 Food Service Consultant (11451) // ��;;� -, Washer/Dryer t I J " j E1 t — 60 - (11451 ) Santee/ Becker Associates, LLC --�� Imo^ /��1 5 6700 Squibb Road, Suite 101 ' d 1 ! E1 1 T Mission, Kansas 66202 — —:/ 52.03 U II �3 — cra Closet shelf and 5 A C� ! 913.362.1800 p 1913.362.2609 f 3 �! Closet shelf and l ti, �, co rad (06402) E12 j, ,> _ J1 52.03 rod (06402) P18 / 54.01 __� - 5 Sim. Sim -E12 5 P18 l 54.01 i H CO n PHP `n H Re: Mechanical T ! !! T PHP ,. rr _ _ 5 M li Re: Mechanical I� co _ Fr—A� L cr co II - ....... - XX%111i#(1)l!J//1 Towel bar 7Q1: 3 Linen closet Linen closet Q13 Towel bar�.`�� G 54.01 ------ G (10801) (06402) (06402) 54.01 (10801) AR 11200135 11 '-8 1/4" 5'-7 1/2" 4'-3 1 /2" 2'-11 1 /4" P21 / 54.01 P21 / 54.01 !� � �- 31-2 1/4" 4'-3 1 /2 5 -71/2'1 11 -6 1/4" Unit AD - IL Data: STATE OF Unit AD - IL Data: Total Unit Count: 1 Total Unit Count: 1 .r�'r� ,q r`C7 i ANP Room Numbers*: 334 Room Numbers*: 335 F *Room numbers per architectural plan sheets 30.01 - 35.02 *Room numbers per architectural plan sheets 30.01 - 35.02 �'a4'.07.11 NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types NOTE: Reference 1/8" = 1'-0" Floor Plans for corridor and unit demising wall types ► r 17:03:31 -05 '00' ISSUED FOR: El Unit A D - IL (Unit 334) PLAN E13 Unit A D - IL (Unit 335) PLAN 100% Construction Documents 11 July 2013 E 31.10 1/4" =1 �-0" 0 1' 2' 4' NORTH NORTH 31.10 1/4" = 1'-0" 0 1 2' 4' E Clear Floor Space Key O60" Clear Circular Turning Radius 0 2 48" x 48" Clear Front Door Approach D O48" x 30" Clear Parallel Approach D Centered on Appliance cri 0 30" x 48" Clear Front Approach co Centered on Appliance E 48" x 56" Type B Parallel Water �' Closet Approach (overlap exception) 0 C E 6 60" x 56" Accessible Parallel Drawn By MG CD Checked By JBT 0 Water Closet Approach W r__ 07 30" x 48" Clear Floor Space O co 30" x 60" Bath tub or Roll -In Shower Enlarged Unit Plans Y B Side Approach B o ! NOTE: All cabinetry positioned for forward approaches have knee and toe clearances that comply with ANSI CID Al 17.1-2003 section 306, re: detail Al/54.01. v A A 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 118 1 20 1 21 1 22 123 1 24 Project Number: 2013.037 Copyright 2013 1 1 2 1 3 - -- 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Al ' 3s 45.01(4 j R A14 54.01 i I Q ❑ v DIN l SII - --- i /�i 13-1 C4� 5.01>17141 j ----J _ I T Cn -0 Czt P a '' o0 to 19 j 41"'A6 -- 11 Grand -0 i --- Stair___i / F71(45 01 6 17$ ..$201 "' A10 11 N 45.01 ' L (Gs}--- _ __------- - --____ --- ------ I _8, 311 — — A159 treads @ 11" each UW' 11 I II 45.01 ' I M �- - Wooden Box Newel Post; provide I 1 centered handrail bracket at every i (Hs}— - - - -- post; Align wall -mounted brackets IIS Main Hall L C211 I c� 'I L14 45.01 K Half newel post at railing � p g UJ termination at wall I I I 1 10 (KS) I _T 7 I J I G1 Stair 1 - Level 2 PLAN r ------ I <— G 31.06 1/4" =1'-011 0 1' 2' 4' NORTH 3s! �4sj F Al 45.01 (CS) — 1', I E- - -- ._.. -._ _.- .._. _.0 I I I' I 45.01 F14 I' I - - — — - -- _4i' ' i i O 81-311 1 1 -(ill o -------- 9 treads @ 11" each 10 D A6 tit=- -- — 45.01 Grand o II IIS ; Stair P � -- -- - -- 1-- - - L---- F7 45.01) CIO ; 5101 A 10 l E C sem__+_ . U � N c� I A15 ffl r- I `' - Pre -manufactured o(45.01) 5481 Volute (06202) oJ 0 Sim. YB Cn CD 0 a0 a rn Cn Al Stair 1 - Level 2 PLAN ZD v A 31.02 1/4" = V-011 0 1' 2' 4' NORTH 1 2 3 4 5 cs co co 9'-411 J6 Stair 4 - Level 1 PLAN 31.03 1/4" = V-011 NORTH 0 1' 2' 4' 10'-411 A6 Stair 2 - Level 1 PLAN r --- < 31.01 1/411 = 11-011 0 1' 2' 4' NORTH 6 1 7 1 8 1 9 10 i 12 i 13 Al \� A9 45.02 45.02 91-411 3 �y41-QII 0 4'-5 1 /4 4'-5 1/4" 0 Stair 4 S204 14 1 15 1 16 1 17 1 18 1 19 - --- - J o P 1 LO I I I I O i `O ; r- -- 2 I 30" 1 x 48" Area of Refuge ~ Instructional per signage,Illuminated AREA OF REFUGE sign, 30" x 48" Area p g IBC 1007.6.4, for area of with tactile signage complying with ICC t� I? � of Refuge refuge signage and two- Al 17.1, with International Symbols of Illuminated AREA OF REFUGE sign, Instructional signage, per way communication Accessibility; Re: Electrical (10431) with tactile signage complying with ICC IBC 1007.6.4, for area of system; Re: Electrical Al 17.1, with International Symbols of refuge signage and two - (10431) Accessibility; Re: Electrical (10431way communication system; Re: Electrical (10431) J11 Stair 4 - Level 2 PLAN J15 Stair 4 - Level 3 PLAN r---,L--r ------ I <-31.07 1/411 = V-01" 0 1' 2' 4' NORTH 31.10 1/4" = V-011 NORTH 0 1° 2° 4' Illuminated AREA OF REFUGE sign, Instructional signage, per Illuminated AREA OF REFUGE sign, Instructional signage, per with tactile signage complying with ICC IBC 1007.6.4, for area of with tactile signage complying with ICG IBC 1007.6.4, for area of Al 17.1, with International Symbols of refuge signage and two- Al 17.1, with International Symbols of refuge signage and two - Accessibility; Re: Electrical (10431) way communication Accessibility; Re: Electrical (10431) way communication system; Re: Electrical system; Re: Electrical (10431) (10431) Al A9 Al rA9 .0 .02 4.024510 '-4°4iAl All 30" x 48° Area of Refuge — ti N 30" x 48" Area of Refuge _____ 4'-111/4" 4'-111/4" 5'-2" All Stair 2 - Level 2 PLAN A15 Stair 2 - Level 3 PLAN r ---- < 0 1' 2' 4 31.05 1/4" = 1 '-0" 0 1 ' 2' 4' NORTH 31.09 1 /4" = 1 '-011 NORTH ' 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 20 1 21 1 22 Illuminated AREA OF REFUGE sign, with tactile signage complying with ICC Al 17.1, with International Symbols of Accessibility; Re: Electrical (10431) 30" x 48" Area of Refuge — J20 Stair 3 - Level 2 31.05 1/411 = 11-011 0 1. 2, 4, 23 1 24 nstructional signage, per BC 1007.6.4, for area of efuge signage and two- rvay communication system; Re: Electrical 10431) � U «S cz N CO r PLAN NORTH Ago Stair 3 - Level 1 PLAN r____L ---- < 31.01 1/4" = 1'-011 0 1' 2' 4' NORTH 20 1 21 1 22 1 23 1 24 Carmel Senior Living I SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 i 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317:843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f W l�tltlltillP/ltftj! AR1120013 = STATE: OF Z/�.". C IlT e G l�ti `'G� _ - 17:03:47 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E I Wr, Drawn By MG, RC Checked By JBT Enlarged Stair Plans B 50008 A Project Number: 2013.037 J Copyright 2013 J Cid a� o® N T N W Stair 4 S204 14 1 15 1 16 1 17 1 18 1 19 - --- - J o P 1 LO I I I I O i `O ; r- -- 2 I 30" 1 x 48" Area of Refuge ~ Instructional per signage,Illuminated AREA OF REFUGE sign, 30" x 48" Area p g IBC 1007.6.4, for area of with tactile signage complying with ICC t� I? � of Refuge refuge signage and two- Al 17.1, with International Symbols of Illuminated AREA OF REFUGE sign, Instructional signage, per way communication Accessibility; Re: Electrical (10431) with tactile signage complying with ICC IBC 1007.6.4, for area of system; Re: Electrical Al 17.1, with International Symbols of refuge signage and two - (10431) Accessibility; Re: Electrical (10431way communication system; Re: Electrical (10431) J11 Stair 4 - Level 2 PLAN J15 Stair 4 - Level 3 PLAN r---,L--r ------ I <-31.07 1/411 = V-01" 0 1' 2' 4' NORTH 31.10 1/4" = V-011 NORTH 0 1° 2° 4' Illuminated AREA OF REFUGE sign, Instructional signage, per Illuminated AREA OF REFUGE sign, Instructional signage, per with tactile signage complying with ICC IBC 1007.6.4, for area of with tactile signage complying with ICG IBC 1007.6.4, for area of Al 17.1, with International Symbols of refuge signage and two- Al 17.1, with International Symbols of refuge signage and two - Accessibility; Re: Electrical (10431) way communication Accessibility; Re: Electrical (10431) way communication system; Re: Electrical system; Re: Electrical (10431) (10431) Al A9 Al rA9 .0 .02 4.024510 '-4°4iAl All 30" x 48° Area of Refuge — ti N 30" x 48" Area of Refuge _____ 4'-111/4" 4'-111/4" 5'-2" All Stair 2 - Level 2 PLAN A15 Stair 2 - Level 3 PLAN r ---- < 0 1' 2' 4 31.05 1/4" = 1 '-0" 0 1 ' 2' 4' NORTH 31.09 1 /4" = 1 '-011 NORTH ' 11 1 12 1 13 1 14 15 1 16 1 17 1 18 1 19 20 1 21 1 22 Illuminated AREA OF REFUGE sign, with tactile signage complying with ICC Al 17.1, with International Symbols of Accessibility; Re: Electrical (10431) 30" x 48" Area of Refuge — J20 Stair 3 - Level 2 31.05 1/411 = 11-011 0 1. 2, 4, 23 1 24 nstructional signage, per BC 1007.6.4, for area of efuge signage and two- rvay communication system; Re: Electrical 10431) � U «S cz N CO r PLAN NORTH Ago Stair 3 - Level 1 PLAN r____L ---- < 31.01 1/4" = 1'-011 0 1' 2' 4' NORTH 20 1 21 1 22 1 23 1 24 Carmel Senior Living I SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 i 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317:843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f W l�tltlltillP/ltftj! AR1120013 = STATE: OF Z/�.". C IlT e G l�ti `'G� _ - 17:03:47 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E I Wr, Drawn By MG, RC Checked By JBT Enlarged Stair Plans B 50008 A Project Number: 2013.037 J Copyright 2013 19 11 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 - 1 12 1 13 1 14 -- 1 15 -- 1 16 1 17 1 18 1 19 1 20 - 121 1 22 1 23 1 24 A17 i G17 45.02 45.0" 9'-0.. i 4'-6" c+o i III r- ! 41-31/411 -31/4 I i o � I I III i — � ON 00 CID flU I N cv cvl C�j� l i 5B i 7 - I II I � i s III II I 1 I I ] I I i I I I I I M P I 5B - 1 i I - ( 3s �4S I I I I ,4C, ----- 561, _ 5'-9 11I N - 4C', 30" x 48" Area/ SAII clear hoistway, of Refuge �� 1 o r 1 verify with elevator) i manufacturer k 4B 7AI 1/51 2 4B 4C' 1 Instructional signage, per IBC Illuminated AREA OF REFUGE sign, K 1007.6.4, for area of refuge signage with tactile signage complying with IGC 1 and two-wa communications stem; A117.1 with International S mbols of 7A'I Y Y Y Re: Electrical (10431) Accessibility; Re: Electrical (10431) 1Elevator �levato manufacturer to Elev 3 verify minimum 1 A Stair 6 - Level 1 PLAN J6 Stair 6 - Level 2 PLAN ! 51° x 54" clear cab dimensions J 31.04 1/4'" - 1'-0° 0 1' 2' 4' NORTH 31.08 1/4" = 1'-0° NORTH 0 1' 2' 4' �7A 'I I II i <45.02) G17 45.02 9 0 G4'-6" m 4'-3 1/4" 4'-31 /4" i-1 1 III o y I' I I II I 'I FLL ------- !- - a r------- Cz CD 4C c\j cn o0 r ----- - Cz E 4C. CD N D - J T I Cn1 Stair 5 _ T C0 [S105 CD 1� � I Cz 4B Cv CL cn 0 co o B a� 0 CD c Cn Al Stair 5 - Level 1 PLAN NORTH 6 A 31.03 1/4" = V-101" 0 1' 2' 4' 1 1 2 3 4 5 M1 2 U U CO Cz C ao E «s E O CCS cz> U N %, I ! f V-4 /4" dear hoistway, ( verify with elevators 11 manufacturer I ` i7ii� CO f� 1• I7A - E levator manufacturer to % Elevator verify minimum !i` -I Elev 3 51" x 54" clear cab dimensions E I 1 4 7A 2'-0" I !!_1 1'-111/2"1 OH E lev 1 co Equip 4B Elec C312 ! (0313 r ( n 1 I I co G11 Enlarged Plan at Single Elevator PLAN G15 Enlarged Plan at Single Elevator Equipment PLAN ------ -- I <31.03 1/4" = 1'-0" NORTH 1 /4 „ _ NORTH 0 1 � 2' 4' 31.10 -1 0 0 1' 2' 4' 5'-9" clear hoistway, verify with elevator manufacturer 5'-911 clear hoistway, verify with elevator manufacturer [51 A1 2 (As) — (As) — — — — _ �_ c 4C ct3 30 ay I T 00 A15 _ A15 - - 1 >OD\l 'I � 5B 7A - - -------------- E lev Equipzo 0309 I _ EE Divider beam14 -6 1/2 Divider beam, - � � � � �re: Structural Elevators . > re: Structural ton clear Cz rF1 Eiev 1 f � Elev 1 -- ---- I Lt N zs 5B1 7A r a III I 7A I 1 � � I N 7 Elevator N > C.I manufacturer vrif to e 1 _ 1 - - �Y / co � zo �, minimum 51" x 54" Elev i. clear cab dimensions % Equip v 1 C310 co Cz L1 E levato>� " El tor rtiev 2 .1 5A E lev 2 cl 30" x 48" Area ! __ 31 of Refuge (CS) -7 - - (Cs) — — --- — — 10 Illuminated AREA OF REFUGE sign, Instructional signage, per _ _ with tactile signage complyingwith ICC IBC 1007.6.4, for area of I Elevator manufacturer 7A! 7A1 4 ! to verify minimum A117.1, with International Symbols of refuge signage and two - Accessibility; Re: Electrical (10431) way communication x dimensions clear cab dimenns system; Re: Electrical d (10431) j ! A6 Stair 5 - Level 2 PLAN A11 Enlarged Plan at Double Elevator PLAN A15 Enlarged Plan at Double Elevator Equipment PLAN ! 31.07 1/4" = 1'-0" <—NORTH 0 1' 2' 4' 31.02 1/4" = 1'-0" 0 1' 2' 4' r --- < NORTH 31.10 1/4" = 1'-0" NORTH 0 1' 2' 4' 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 15 1 16 1 17 1 18 T19 20 21 1 22 1 23 1 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design] Construction Management N ,. 817 Wyandotte z4 Kansas City, MO 64105 816 421 8200 phone " 816 421 1262 fax I y design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H ��`��`��,G 1 AR11200135 STATE OF 17:05:32 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D rawn By MG, RC hecked By JBT Enlarged Stair and Elevator Plans 50009 roject Number: 2013.037 Copyright 2013 , �I 0 0 U I (D E co U E i v 0- U) r. M O 0 N CD U 0 0 U a� I n n nA IU 11 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20 21 Scribe as required Wall finish Microwave MO -2 Wall finish Wall finish Wail finish Replace the W3015 with for proper operation Re: Finish schedule (11451) Re: Finish schedule Re: Finish schedule W3015 Re: Finish schedule a W3030 in the assisted location shown W3015 Upper cabinets ( Upper cabinets dashed w/ microwave (12356) Microwave MO -2 w/ microwave living units '�" R Upper cabinets Upper cabinets r 3 356) T W2415 shelf W3030 W3015 W3315 W3030 W2430 pp ab `!30 W3 X30 W3315 (12 - 12 r -- ------ - - - - -- =T -- --- T (11451) W2415 W1830 - --- shelf Microwave MO -1 at L — - --- - - - „ -- i 356 = � � _ JV i (123561 �--�- I �,, , ` !- - ---- �' ! "- !_ - __._1.-.- , ._ _- _._,I (location shown �, �K I iii IL units; MO -2 at AL �� m II ! II II -- ' - \ i' _ I C.0ij II II II N - = dashed) I! NII II II = I. units (11451) _ !- _ =_ 1i N—� — — ' — — N - N N — — — — — — -- t,,00kto CT -1 and Refri Refrigerator RF -3 - \ \ -i i _._.__\_._. _ / � � � p �� ; __ __,� g I � I� � _ - _ - - J j I Refrigerator RF -1 � J I � � � Microwave MO -1 I _.._._ _.__ ._._ ._._._._� Plastic laminate 11451 _.___.__._._ _._ __._.__._._ _._ , _ , r� , _ _._._.____ �.�._ � �___ _.___ �_�._ ._.___._. �I' Plastic laminate � _-__.�_ °��1 1�,,a - � i � I ( ) � � j Sink Plas,lc laminate (11451) countertops, Sink 2'-0'" i� - _ Re: Plumbing countertops, Coc1ktonr'T-1 (11451) Q s 3 (11451) - --- countertops, r O endsplash and ' Re: Plumbing i , Sink p g i, lilac ane T endsplash and backsplash 12356 - 12 - - Plastic laminate p - ' � din p) � 1 I — _- _ endsplash and � ,l -- Re: Plumbing P ( ) o e c ( 356 - countertops, G -1-�_ __ I backsplash (12356) r _- ' -_ - _ backs lash 12356 - ` Refrigerator RF p ( } Base cabinets ) ©-- endsplash and e � �� o ! p Base cabinets � (11451 '! I I� Base cabinets I j o (12356) v i o backsplash (12356) i y o (12356) (12356) o e v _ _--- --- _��' e-- ' Lock on top drawer Scribe as required (12356) ; L�Ljz__� ,or proper operation 89- - ( ) Base cabinets 630 SB30 633 SB30 BD24 12356 -., 13 Refrigerator RF -3 Lock an to drawer B18 SB30 � � -- .�—_-/ BD21 � _ 33 p Base (096531, Basei3O=531, Base (09653) Sink Scribe as required (11451) (12356) Re: Finish schedule Re: Finish schedule Re: Plumbing for proper operation Ni Typical AL Kitchen View* *Note: Typical view for allN-17 Unit AIL Kitchen View N13 Unit A2 AL Kitchen View AL non -fully accessible A', A(IL) ( ) 50.01 3/8" = 1'-0" 0 8° 1"4"" 2'8'" '62' and 50.01 C' units 3/8" = 1'-0° �_—_ p g," 1,4„ 2,8,. 50.01 3/8" = 1'-®" 0 8," 14„ 2,8," Wall finish Re: Finish schedule Scribe as required Wall finish Upper cabinets ] for proper operation Re: Finish schedule (12356) i Wall finish R I h Scribe as required ; ! Re: Finish schedule Up ace t e for proper operation i Upper cabinets Scribe as required Wall finish W3015 with a Cooktop CT -1 and for proper operation Re: Finish schedule 0 W3030 in the Upper cabinets (12356) (12356) hood EX -1 (11451) _ 30 W3330 W3330 W1530 W3015 ApA W3018 W1830 Scribe as required W3015 W2130 assisted livin----------_- W12 =- ----------,-------- for proper operation g units ---- , ---- --- - - - - _'I _� �_ �!K > - __ I _ _ _ - II II j li II �� ` �' Upper cabinets (12356) Microwave MO -1 C\1 N - - - ' T Refrigerator --T. !I (11451) �J'I I - �' I� -i I �J,i;, RF -4 (11451) -- _-- ------ Cooktop CT -1 (11451) l i _. - Cooktop CT -1 `11451) - _ __.-- Sink --------- --- ADA Plastic laminate _- Plastic laminate Re: Plumbing countertops, endsplash Plastic laminate I g Plastic laminat and backs lash 12356 - --- - �- countertops, countertops,-- '1 r countertops, p ( ) endsplash and backsplash 12356' endsplash and Sink e endsplash and Sink P ( ) backsplash Re: Plumbing backsplash = N i o P Re: Plumbing ! j (12356) (12356) �' Sink `" Re: Plumbin \ Scribe as required i 11 Scribe as required ! g Microwave for proper operation - Scribe as required C for proper operation SB33 B33 BD15 MO 2 (11451) ! B33 for proper operation �- Base (09653),Integral Base Base cabinets 630 B9 Base (09653), I Integral Base Integral Base Base (09653), Base cabinetsg (12356) Re: Finish schedule l (for roll -under (for roll -under Re: Finish schedule (12356) Re: Finish schedule (for roll -under Base (09653), Re: Finish schedule access access) access) ) J1 Unit B (IL), AB (IL) Kitchen View 2 J6 Unit B Accessible (IL) Kitchen View 1 ill Unit B Accessible (IL) Kitchen View 2 115 Unit B2 (IL) Kitchen View 1 1 50.01 3/8" = 1'-0" 0 8° 1"4° 2"8'" 50.01 3/8" = 1'-0" 0 8," 1'4° 2'8"" 50.01 3/8" = 1'-0" " - " 0 8'" 1'4° 2's"' 50.01 3/8 - 1 -0 0 $„ 1'4° 218° Wall finish -- Wall finish. Re: Finish Lock on top drawer required I Re: Finish Wall finish Scribe as re Re: Finish schedule for proper operation schedule (12356) schedule Microwave Upper cabinets W3315 Upper cabinets MO -1 (11451) (12356) Center window Uer cabinets pp w/ microwave(12356)on sink. i (12356) W2415 shelf W3 30 W1530 _li -._._._._._._ W1830 jW3030 W1230 W3015 W1830 Scribe as required Microwave MO -1 W-- 1--2 30- --W -2- 43--0- -- ------W-- 2-7--1-5 or roperoperation ---- - - --- 11 co � _ IK I — — c\1 ` ------------ ------- j o Alternate microwave location far able - -- �l _ I I---._ -- I,L --JI Plastic laminate `III - ---- residents ----------- __._._ __._.-- - ---_.l Sink - = countertops, Plastic laminate =----------- N - ---- 7 a Sin Re: Plumbing - p p o Plastic laminate Re: umbing - c�--_____ C° endsplash and countertops, T countertop, j o i Base cabinets endsplash and ' (12356) backsplash (12356) r ---®-- -i 18" Dishwasher Refrigerator RF -4 !-- ! C\' g % ! ! DW -2 (11451) (11451) ADA Base (09653), Scnbe as requiMu Re: Finish schedule for proper operation Re: Finish schedule N19 Unit B (IL), AB (IL) Kitchen View 1 50.01 3/8" = 1'-0"G 82181,N Microwave MO -1 (11451) 7 W2730 W3015 B30 Base cabinets (12356) I i IIII (11451) Re: Finish (location shown schedule -� - ----- ---- I 1 Upper cabinets backsplash endsplash and Refrigerator' (12356) backsplash (12356) o RF -1 (11451) o j -- - o co ! \ co ! Base cabinets j (12356) j Wall finish Re: Finish schedule Scribe as required for proper operation T _ N Upper cabinets (12356) Plastic laminate C? countertops, r endsplash and backsplash (12356) Refrigerator RF -1 C? (11451) co Scribe as required for proper operation B15 B30 Base cabinets (12356) I i SB33 Base (09653), nk Base Re: Finish schedule Re: Plumbing cabinets (12356) J20 Unit B2 (IL) Kitchen View 2 50.01 3/8" = 1'-0" 0 $„ 1'4" 2,8„ Wall finish Microwave MO -4 (11451) Re: Finish (location shown schedule -� - ----- ---- dashed) 1 Upper cabinets Scribe as W18 0 2415 (12356) required W3015 W2430 W1230 Plastic laminate j countertops, - j endsplash and -- -. T- ! backsplash (12356) co T — Refrigerator RF -3 ' (11451) Base cabir j (12%� Lock on top drawer (12356) j Base cabinets =IZ IL =K1 IF Upper cabinets (12356) Plastic laminate countertops, endsplash and G backsplash (12356) Corner unit with rotating shelf (12356) Base (09653), Re: Finish schedule F Base (12356) B33 SB33 BD15 SB30 B12 B9 B9 BD15 SB30 B18 (12356) / 1512 L5 Base (09653) Corner unit with Integral Base Integral Base Refrigerator RF -1 (for roll -under access for roll -under access I Re: Finish Range RG -1 Corner unit with rotating shelf Base (09653), Sink Base (09653), Re: access)( ) j schedule g Re: Plumbing Finish schedule (11451) (11451) rotating shelf (12356 ) Re: Finish schedule E1 Unit C Accessible (AL) Kitchen View E67 Unit C (IL) Kitchen View 1 E12 Unit C (IL) Kitchen View 2 E16 Unit D (AL) Kitchen View E20 Unit D (IL), AD (IL), DD (IL) Kitchen View 1 50.02 3/8" = 1'-0" p 8° 1"4"" 2`s" 50.02 3/8" = 1'-0" 0 8° 1'4^ 2's° 50.02 3/8" = 1'-0" " = '- ° " - '- " o B° 1'4° 2'8°' 50.02 3/8 - 1 0 0 8," 1'4° 2"8"" 50.02 3/8 - 1 0 0 8° 1'4"' 2'8° E - - ----- --- ------------ - -- - - ------------- ---------- ------------------ ------------------- ---- - - ------ - ---- Wall finish Hood EX -1 (11451) � Re: Finish schedule Wall finish Scribe as Scribe as required Re: Finish Upper cabinets Microwave MO -1 Upper cabinets schedule (12356) Wall finish for proper operation 12356 required (11451) Upper cabinets Re: Finish schedule p p p ( ) Sink W3330 W3015 /W3330 (12356) W3330 W3018 W1530 W3030 Alternate microwave W1230 W2430 W3015 RE: Plumbing Base cabinets Sink-- - -- -_---------- - - - ---1 --- -- =-_ -- ---, -- ---- ---- ------ - C Range RG -1 Upper cabinets �iI location for able Scribe as required ' �,, ! (12356) g RE: Plumbing \ / i ! 11451 - - _ = residents j for proper operation - I) II - Plastic laminate ( ) 12356 _ - - _ - - - - - - j Base cabinets II II `�' j p p p `� k - - countertops, Corner unit with �° - 7 7 12356 Plastic laminate Plastic laminate _ - ---- �, _ ! "' - - -; ! rotating shelf I I Plastic ( ) Plastic laminate endsplash and g j countertops (12356) countertops, II ;� �II II __._._._ _.__.__ !:._._-_._._._._._._._._._._._._._._._._ ___� - -- countertops ��J._._._.__._._____.__.__.__I. �I I backsplash laminate ------- endsplash and -_.__._._._.._._.__._._._._._._._._._._._.___._.__._.__ Microwave MO -2 , 12356 C° countertops, Prefinished wood backsplash (12356) r----- (11451) j endsplash and ! ( } endsplash and _ _ ._.1� support panel to match ! _._._ ...................................j backsplash (12356)... T r C T ---- e10 backsplash �I cabinet finish (12356) Prefinished wood j !_ ! .- ; ------ ----- — Base cabinets -- - u support pannel to j 0- (12356) 24 Accessible match cabinet __ ------- Height Range RG -1 (12356) zv)q i finish (12356) Base 09653 i \ \ _ I-- ---Re: Finish _ ----- -- - - schedule LS 612 BD15 B9 SB30 BD15 B33 ADA required roll- 624 Refrigerator RF -4 SB33 B9 3 18" Wide Dishwasher Scribe as required I Scribe as required 18 Accessible height Base (09653), 2 Integra under counter space,I (11451) ADA Integral Base Base cabinets Corner unit with ! Scribe as required DW -2 (11451) for proper operation I for proper operation dishwasher DW -2 Re: Finish 12356 rotating shelf I for proper operation (for roll -under 30 min. Base (09653 , 11451 ADA (for roll -under ) ( ) schedule ( ) g p p p Base (09653), access) Re: Finish access) 12356 Base cabinets ( ) Re: Finish schedule (12356) schedule Al Unit D (IL), AD (IL), DD (IL) Kitchen View 2 A6 Unit D (IL), AD (IL), DD (IL) Kitchen View 3 A10 Unit D Accessible (IL) Kitchen View 1 A16 Unit D Accessible (IL) Kitchen View 2 A21 Unit D Accessible (IL) Kitchen View 3 50.02 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.02 3/8" = 1'-0" 0 8° 1'4", 2'8" 50.02 3/8" =1'-0°' o B° 1"4° 2'B°° 50.02 3/8" = 1'-0" ® B° 1'4° 2's"" 50.02 3/8" = 1'-0" o $," 14° 2'8° A ------------------- i 7 19 A G n 7 q Q in 11 17 1`1 1A iF 1A 1 17 1 10 1 10 on 71 100 9d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E � STE 9 i. AR11200135 STATE OF 2 f 3.09. 3 14:46:54 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 ll Addendum #1 23 September 2013 Drawn By MG Checked By JBT ------------------ Interior Elevations ■ Project Number: 2013.037 CC' Copyright 2013 I i — Refrigerator RF -3 ' (11451) Base cabir j (12%� Lock on top drawer (12356) j Base cabinets =IZ IL =K1 IF Upper cabinets (12356) Plastic laminate countertops, endsplash and G backsplash (12356) Corner unit with rotating shelf (12356) Base (09653), Re: Finish schedule F Base (12356) B33 SB33 BD15 SB30 B12 B9 B9 BD15 SB30 B18 (12356) / 1512 L5 Base (09653) Corner unit with Integral Base Integral Base Refrigerator RF -1 (for roll -under access for roll -under access I Re: Finish Range RG -1 Corner unit with rotating shelf Base (09653), Sink Base (09653), Re: access)( ) j schedule g Re: Plumbing Finish schedule (11451) (11451) rotating shelf (12356 ) Re: Finish schedule E1 Unit C Accessible (AL) Kitchen View E67 Unit C (IL) Kitchen View 1 E12 Unit C (IL) Kitchen View 2 E16 Unit D (AL) Kitchen View E20 Unit D (IL), AD (IL), DD (IL) Kitchen View 1 50.02 3/8" = 1'-0" p 8° 1"4"" 2`s" 50.02 3/8" = 1'-0" 0 8° 1'4^ 2's° 50.02 3/8" = 1'-0" " = '- ° " - '- " o B° 1'4° 2'8°' 50.02 3/8 - 1 0 0 8," 1'4° 2"8"" 50.02 3/8 - 1 0 0 8° 1'4"' 2'8° E - - ----- --- ------------ - -- - - ------------- ---------- ------------------ ------------------- ---- - - ------ - ---- Wall finish Hood EX -1 (11451) � Re: Finish schedule Wall finish Scribe as Scribe as required Re: Finish Upper cabinets Microwave MO -1 Upper cabinets schedule (12356) Wall finish for proper operation 12356 required (11451) Upper cabinets Re: Finish schedule p p p ( ) Sink W3330 W3015 /W3330 (12356) W3330 W3018 W1530 W3030 Alternate microwave W1230 W2430 W3015 RE: Plumbing Base cabinets Sink-- - -- -_---------- - - - ---1 --- -- =-_ -- ---, -- ---- ---- ------ - C Range RG -1 Upper cabinets �iI location for able Scribe as required ' �,, ! (12356) g RE: Plumbing \ / i ! 11451 - - _ = residents j for proper operation - I) II - Plastic laminate ( ) 12356 _ - - _ - - - - - - j Base cabinets II II `�' j p p p `� k - - countertops, Corner unit with �° - 7 7 12356 Plastic laminate Plastic laminate _ - ---- �, _ ! "' - - -; ! rotating shelf I I Plastic ( ) Plastic laminate endsplash and g j countertops (12356) countertops, II ;� �II II __._._._ _.__.__ !:._._-_._._._._._._._._._._._._._._._._ ___� - -- countertops ��J._._._.__._._____.__.__.__I. �I I backsplash laminate ------- endsplash and -_.__._._._.._._.__._._._._._._._._._._._.___._.__._.__ Microwave MO -2 , 12356 C° countertops, Prefinished wood backsplash (12356) r----- (11451) j endsplash and ! ( } endsplash and _ _ ._.1� support panel to match ! _._._ ...................................j backsplash (12356)... T r C T ---- e10 backsplash �I cabinet finish (12356) Prefinished wood j !_ ! .- ; ------ ----- — Base cabinets -- - u support pannel to j 0- (12356) 24 Accessible match cabinet __ ------- Height Range RG -1 (12356) zv)q i finish (12356) Base 09653 i \ \ _ I-- ---Re: Finish _ ----- -- - - schedule LS 612 BD15 B9 SB30 BD15 B33 ADA required roll- 624 Refrigerator RF -4 SB33 B9 3 18" Wide Dishwasher Scribe as required I Scribe as required 18 Accessible height Base (09653), 2 Integra under counter space,I (11451) ADA Integral Base Base cabinets Corner unit with ! Scribe as required DW -2 (11451) for proper operation I for proper operation dishwasher DW -2 Re: Finish 12356 rotating shelf I for proper operation (for roll -under 30 min. Base (09653 , 11451 ADA (for roll -under ) ( ) schedule ( ) g p p p Base (09653), access) Re: Finish access) 12356 Base cabinets ( ) Re: Finish schedule (12356) schedule Al Unit D (IL), AD (IL), DD (IL) Kitchen View 2 A6 Unit D (IL), AD (IL), DD (IL) Kitchen View 3 A10 Unit D Accessible (IL) Kitchen View 1 A16 Unit D Accessible (IL) Kitchen View 2 A21 Unit D Accessible (IL) Kitchen View 3 50.02 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.02 3/8" = 1'-0" 0 8° 1'4", 2'8" 50.02 3/8" =1'-0°' o B° 1"4° 2'B°° 50.02 3/8" = 1'-0" ® B° 1'4° 2's"" 50.02 3/8" = 1'-0" o $," 14° 2'8° A ------------------- i 7 19 A G n 7 q Q in 11 17 1`1 1A iF 1A 1 17 1 10 1 10 on 71 100 9d Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f E � STE 9 i. AR11200135 STATE OF 2 f 3.09. 3 14:46:54 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 ll Addendum #1 23 September 2013 Drawn By MG Checked By JBT ------------------ Interior Elevations ■ Project Number: 2013.037 CC' Copyright 2013 0 U I (D E W Cl) r - Ci CIO0 0 N 0 0 0 W Z) NE 1 2 1 3 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 13 14 1 15 1 16 1 17 1 18 19 1 20 1 21 1 22 1 23 1 24 Microwave MO -2 Wall finish (11451 ) Wall finish Re: Finish schedule Wall finish edule (location shown Re: Finish schedule Wall finish --- dashed) W3015 Re: Finish schedule I -�- Re: Finish schedule R w/ microwave Upper cabinets �� Scribe as required j Upper Cabinets (12356) ! 1 Scribe as required R Refrigerator RF -3 W3015 shelf W3030 W1830 (12356) Upper Cabinets far proper operation �� proper p g --_--- W1830 W3030 W3330 I W1830 V`�303C� W2430 for ro er o eration -- -- ---- -_- ----- ---- ----- ----- - ------ 11 n13cG� W1830 W3015 W930 W3015 (11451) moi' ---- - ----- -- - _. - l I GJJV/ - II li — �� T-- -- ._—._-- - M II II I, �' ------------ Plastic laminate \ l' \ , �. C\1 Od N �— — _ = __, __. „ _ - ,- IL --- nnl +ort„r,� I,, I L - 1 `. i Upper Cabinets I !' I�; Scribe as required Plastic laminate _ I �,,�l j Microwave MO -1 Plastic laminate I �I� _� ,4Ppec� tar proper operation - r -- I, countertops - ---- ------ ------ --- �Icouv) Plastic laminate Sink Sink L p p p countertops, endsplash = -- -- --- (11451) p Sink D, endsplash and countertops, Re: Plumb RE: Plumbin and backsplash (12356) ends lash ant I RE: Plumbing -- g.__--__ backsplash (12356) g r -- --- -�_ Refrigerator RF -1 p A i Syt k.= ;.� g r- 9 backs lash 12356 { endsplash and 18" Dishwasher DW -2N. backsplash (12356) m �J a Base cabinets 11451 { ) Lock on top drawer' \ e, (12356, (12356)17 I - - Scribe as required Base cabinets -- - -_ - for proper operation (12356) Corner unit with _ _ (11451) �o --- i i I Corner unit with rotating shelf Range RG -1 (11451) 1 18 Dishwasher DW -2 --- iii `' rotating shelf j (11451) o / — (12356) (12356) a -- - m I Corner unit with j I I i Base cabinets II i rotating shelf B30 SB30 BD15 LS B9 LS (12356) 5630 BD18 (12356) - P I '� Base (09653) Base; (09653), j 5630 Base cabinets Base (09653), Re: Base (09653), ( (12356) Finish schedule Re: Finish schedule Re: Finish schedule Re: Finish schedule N1 Unit E (AL) Kitchen View �� N N7 Unit E IL Kitchen View 1 N13 Unit E IL Kitchen View 2 N19 Unit F IL Kitchen View U 50.03 3/8° = V-0" 0 8„ 1,4„ 2,8,. `a ' 50.03 3/8" = 1'-0" o s° 1'4° 2'8° 50.03 3/8" = 1'-0° ,_.._._ 0 8° 1'4° 2'8° 50.03 318" = 1'-0° � N G 8" 1'4" 2'8" Wall finish Scribe as required Upper cabinets Wall finish- Upper cabinets Wall finish Re: Finish schedule for proper operation (123561 ire; Finish schedule `� (12356) Re: Finish schedule Microwave Scribe as required i MO -1 (11451) q I Upper Cabinets Scribe as required for proper operation j M W2130 W3015 W1830 W3015 / for proper operation W3030 W3015 W3030 W2430 W3015 ' Wall finish (12356)Ll �rr --- - - I, ( Upper cabinets /, I Re: Finish schedule It II II �— I< IN II -- — = 12356 N --- { --�� — - — N N _ �_ - I ---- - - � I — — - — �, - , � Plastic laminate , Sink, Re: I it Microwave MO -1 �� j � �— Sink J) I Plastic laminate j� (11451)-_ J countertops (12356) Re: Plumbing Plumbing countertops, endsplash and `s' - L ' Plastic laminate _ i T 1 ---- backsplash (12356)countertops, endsplash Corner unit with rotating shelf and backsplash (12356) Range --- Refrigerator laminate RG -1 (11451)(12356) RF -2 I1jI oo countertoPs (11 ) Base cabinets co endsplash and co (11451) Base cabinets Re: Finish schedule Refrigerator - -- Base (09653), Range RG -1 __ backsplash (06402) , t (11451) L --- - - Base cabinets 618 BD18 (12356), __„ K S BD18 (12356) B12 B15 i SB33 B9 Base (09653), Scribe as required j Re: Finish schedule far proper operation Scribe as required Base (09653), for proper operation Re: Finish schedule Base 2356abinets Dishwasher DW -1 Scribe as required (11451) for proper operation ( ) J1 Unit F (IL) Kitchen View 1 J7 Unit G (IL) Kitchen View 1 J13 Unit G (IL) Kitchen View 2 J19 Unit G (IL) Kitchen View f 50.03 3/8" = 1'-0° 0 B„ 1,4„ 2'8" 50.03 3/8" = 1'-0" 0 8,. 1,4„ 2,8„ 50.03 3/8" = 1'-0'" 0 8„ 1,4„ 2'8" 50.03 3/8" = 1'-0" 0 8„ 14„ 2,8„ J Wall finish Wall finish Wall finish Upper cabinets Scribe as required WaWaFinish Re: Finish schedule Re: Finish (12356) for proper operation schedule schedule ----- -� - Scribe as required Upper Cabinets Upper cabinets Upper Cabinets for proper operation (12356) (12356) Scribe as required (12356) Wall finish H W3030 W3015NL- W3030 W3630 W3015 W3015 W2730 proper p W3030 W3030 W1830 W3015 W3015 W1530 __ --_ Re: Finish schedule ,i._._ for ro er o eration Plastic laminate countertops, endsplash and I o /;'Tj , = — ; �I -1 and Cooktap CT MO -1 i HH I I� , �I, Corner unit with _ _ (11451) �o --- i i I Corner unit with rotating shelf Range RG -1 (11451) 1 18 Dishwasher DW -2 --- iii `' rotating shelf j (11451) o / — (12356) (12356) a -- - m I Corner unit with j I I i Base cabinets II i rotating shelf B30 SB30 BD15 LS B9 LS (12356) 5630 BD18 (12356) - P I '� Base (09653) Base; (09653), j 5630 Base cabinets Base (09653), Re: Base (09653), ( (12356) Finish schedule Re: Finish schedule Re: Finish schedule Re: Finish schedule N1 Unit E (AL) Kitchen View �� N N7 Unit E IL Kitchen View 1 N13 Unit E IL Kitchen View 2 N19 Unit F IL Kitchen View U 50.03 3/8° = V-0" 0 8„ 1,4„ 2,8,. `a ' 50.03 3/8" = 1'-0" o s° 1'4° 2'8° 50.03 3/8" = 1'-0° ,_.._._ 0 8° 1'4° 2'8° 50.03 318" = 1'-0° � N G 8" 1'4" 2'8" Wall finish Scribe as required Upper cabinets Wall finish- Upper cabinets Wall finish Re: Finish schedule for proper operation (123561 ire; Finish schedule `� (12356) Re: Finish schedule Microwave Scribe as required i MO -1 (11451) q I Upper Cabinets Scribe as required for proper operation j M W2130 W3015 W1830 W3015 / for proper operation W3030 W3015 W3030 W2430 W3015 ' Wall finish (12356)Ll �rr --- - - I, ( Upper cabinets /, I Re: Finish schedule It II II �— I< IN II -- — = 12356 N --- { --�� — - — N N _ �_ - I ---- - - � I — — - — �, - , � Plastic laminate , Sink, Re: I it Microwave MO -1 �� j � �— Sink J) I Plastic laminate j� (11451)-_ J countertops (12356) Re: Plumbing Plumbing countertops, endsplash and `s' - L ' Plastic laminate _ i T 1 ---- backsplash (12356)countertops, endsplash Corner unit with rotating shelf and backsplash (12356) Range --- Refrigerator laminate RG -1 (11451)(12356) RF -2 I1jI oo countertoPs (11 ) Base cabinets co endsplash and co (11451) Base cabinets Re: Finish schedule Refrigerator - -- Base (09653), Range RG -1 __ backsplash (06402) , t (11451) L --- - - Base cabinets 618 BD18 (12356), __„ K S BD18 (12356) B12 B15 i SB33 B9 Base (09653), Scribe as required j Re: Finish schedule far proper operation Scribe as required Base (09653), for proper operation Re: Finish schedule Base 2356abinets Dishwasher DW -1 Scribe as required (11451) for proper operation ( ) J1 Unit F (IL) Kitchen View 1 J7 Unit G (IL) Kitchen View 1 J13 Unit G (IL) Kitchen View 2 J19 Unit G (IL) Kitchen View f 50.03 3/8" = 1'-0° 0 B„ 1,4„ 2'8" 50.03 3/8" = 1'-0" 0 8,. 1,4„ 2,8„ 50.03 3/8" = 1'-0'" 0 8„ 1,4„ 2'8" 50.03 3/8" = 1'-0" 0 8„ 14„ 2,8„ J Wall finish Wall finish Wall finish Upper cabinets Scribe as required WaWaFinish Re: Finish schedule Re: Finish (12356) for proper operation schedule schedule ----- -� - Scribe as required Upper Cabinets Upper cabinets Upper Cabinets for proper operation (12356) (12356) Scribe as required (12356) Wall finish H W3030 W3015NL- W3030 W3630 W3015 W3015 W2730 proper p W3030 W3030 W1830 W3015 W3015 W1530 __ --_ Re: Finish schedule ,i._._ for ro er o eration backsplash (12356) _- (11451) ! countertops, countertops, -- Microwave MO -1 G r)lendsplash and Sink a �- Plastic laminate T endsplash and t' RE: Plumbing - - --- backsplash (12356) __7 ---- (11451) Refrigerator RF -1 __. _ __ Refrigerator backsplash 12356 9 o-7 _ e countertops, RF -1 p { ) .11 o (11451) ! endsplash and (11451) �l - Base cabinets - p ----- I backsplash 12356) j 12356 / ~ e Ran a RG -1 { ) 0 0 '� � o g -- - - — — 0 - -- e e , Base cabinets � M � � j � m j m _ _ , (11451 ) (12356) Base cabinets Base cabinets / ----------- _ ---- - - - (12356) 1 (12356) 1F 615 SB30 B30 BD18 SB36 B30 Base (09653), 612 SB30 BD18 Base (09653), Base cabinets Base (09653), Sink Re: Finish Scribe as required 18 Dishwasher DW -2 Base (09653), Re: Finish schedule (12356) Re: Plumbingschedule Re: Finish schedule I for proper operation (11451) Re: Finish schedule E1 Unit S2 (IL) Kitchen View E7 Unit S7 (IL) Kitchen View 1 E13 Unit S7 (IL) Kitchen View 2 E19 Unit S8 (IL) Kitchen View 1 - 50.03 3/8" = 1'-0" 0 8" 1'4° 2`8° 50.03 3/8" = 1'-0" 0 8" 1'4" 2'8° 50.03 3/8" = 1"-0" 0 8" 1"4" 2`8" 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8" E ----- --- ------ ------------ ---- ----------- - --- ---- ------ -------- --------------- ._._._ ._._._._.------- --- ----- ------ ------ ------------------------ ------ ------------------------- ------------ ---- ------------ ------------ - ----------------- Wall finish Wall finish Scribe as required Re: Finish schedule Scribe as required Re: Finish schedule for proper operation for proper operation Scribe as required W3015 Hood EX -1 (11451) D for proper operation Upper 2356 Cabinets Upper cabinets binet w/ microwave ADA Wall finish Upper cabinets ( ) 12 ) — Re: Finish schedule (12356) --,� D W3015 W1830 W1230 W3030 W3330 shelf W3630 W3315 W1830 W1230CID _ r Illi - Plastic laminateT _ lJN 24" Accessible r � ---�-� II -I-I------- - L I� I I _ N I countertops, \ / / \ —, \ / p I '� Height Range RG -1 endsplash and -_-� _______ - l� (11451) ADA Refrigerator i Plastic laminate backsplash (12356) - Sink ( ) countertops, RF -4 11451 ADA endsplash and C:) C --------------- ___,__ - Re: Plumbing- --- ____. Plastic laminate T backsplah (12356) ti r Refrigerator RF -1 i countertops, endsplash ! Re: Plan (11451) Y e and backsplash (12356) i --u Sink 18" ADA Dishwasher - _ I Re: Plumbing CP 11451 Base cabinets DW -2 � -1 m N ! '', I I () j I; ` �� ADA required roll -under (12356) ( ! _ _.__ _ _ _ counter space, 30" min. Base cabinets B - --- /I iB - B18 Base cabinets BD15 SB33 B33 (12356) Base (09653), (12356) Integral Base Integral Base Base (09653), i Re: Finish schedule Base (09653), (for roll -under access) (for roll -under access) Re: Finish schedule e: Finish schedule Al Unit S8 (IL) Kitchen View 2 A7 Unit S8 Accessible (IL) Kitchen View 1 A13 Unit S8 Accessible (IL) Kitchen View 2 A19 Elevation - Typical Unit Archway A 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.06 3/8" = V-0" 0 8" 1'4° 2`8" 3/8" = 1'-0" 0 8° 1-4" 2'8" A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte sI ,raj Kansas Gty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N, College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee !Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f IN S TE,9� = � AR11200135� �0 STATE OF ,D I A Q CHITE 3.12.11 09:45:16 -06'00' ISSUED FOR: 100%a Construction Documents 11 July 2013 L\ Addendum #1 23 September 2013 (2 �� ASI #1 ` 31 October 2013 i�\ CCD #1 10 December 2013 Drawn By MG Checked By JBT Interior Elevations 52.02 Project Number: 2013.037 (�) Copyright 2013 Plastic laminate countertops, endsplash and /;'Tj Cooktop CT -1 and Microwave MO -1 (11451) = — ; -1 and Cooktap CT MO -1 M -- - _ Plastic laminate = Plastic laminate -- IIj -_ I M' backsplash (12356) _- (11451) ! countertops, countertops, -- Microwave MO -1 G r)lendsplash and Sink a �- Plastic laminate T endsplash and t' RE: Plumbing - - --- backsplash (12356) __7 ---- (11451) Refrigerator RF -1 __. _ __ Refrigerator backsplash 12356 9 o-7 _ e countertops, RF -1 p { ) .11 o (11451) ! endsplash and (11451) �l - Base cabinets - p ----- I backsplash 12356) j 12356 / ~ e Ran a RG -1 { ) 0 0 '� � o g -- - - — — 0 - -- e e , Base cabinets � M � � j � m j m _ _ , (11451 ) (12356) Base cabinets Base cabinets / ----------- _ ---- - - - (12356) 1 (12356) 1F 615 SB30 B30 BD18 SB36 B30 Base (09653), 612 SB30 BD18 Base (09653), Base cabinets Base (09653), Sink Re: Finish Scribe as required 18 Dishwasher DW -2 Base (09653), Re: Finish schedule (12356) Re: Plumbingschedule Re: Finish schedule I for proper operation (11451) Re: Finish schedule E1 Unit S2 (IL) Kitchen View E7 Unit S7 (IL) Kitchen View 1 E13 Unit S7 (IL) Kitchen View 2 E19 Unit S8 (IL) Kitchen View 1 - 50.03 3/8" = 1'-0" 0 8" 1'4° 2`8° 50.03 3/8" = 1'-0" 0 8" 1'4" 2'8° 50.03 3/8" = 1"-0" 0 8" 1"4" 2`8" 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8" E ----- --- ------ ------------ ---- ----------- - --- ---- ------ -------- --------------- ._._._ ._._._._.------- --- ----- ------ ------ ------------------------ ------ ------------------------- ------------ ---- ------------ ------------ - ----------------- Wall finish Wall finish Scribe as required Re: Finish schedule Scribe as required Re: Finish schedule for proper operation for proper operation Scribe as required W3015 Hood EX -1 (11451) D for proper operation Upper 2356 Cabinets Upper cabinets binet w/ microwave ADA Wall finish Upper cabinets ( ) 12 ) — Re: Finish schedule (12356) --,� D W3015 W1830 W1230 W3030 W3330 shelf W3630 W3315 W1830 W1230CID _ r Illi - Plastic laminateT _ lJN 24" Accessible r � ---�-� II -I-I------- - L I� I I _ N I countertops, \ / / \ —, \ / p I '� Height Range RG -1 endsplash and -_-� _______ - l� (11451) ADA Refrigerator i Plastic laminate backsplash (12356) - Sink ( ) countertops, RF -4 11451 ADA endsplash and C:) C --------------- ___,__ - Re: Plumbing- --- ____. Plastic laminate T backsplah (12356) ti r Refrigerator RF -1 i countertops, endsplash ! Re: Plan (11451) Y e and backsplash (12356) i --u Sink 18" ADA Dishwasher - _ I Re: Plumbing CP 11451 Base cabinets DW -2 � -1 m N ! '', I I () j I; ` �� ADA required roll -under (12356) ( ! _ _.__ _ _ _ counter space, 30" min. Base cabinets B - --- /I iB - B18 Base cabinets BD15 SB33 B33 (12356) Base (09653), (12356) Integral Base Integral Base Base (09653), i Re: Finish schedule Base (09653), (for roll -under access) (for roll -under access) Re: Finish schedule e: Finish schedule Al Unit S8 (IL) Kitchen View 2 A7 Unit S8 Accessible (IL) Kitchen View 1 A13 Unit S8 Accessible (IL) Kitchen View 2 A19 Elevation - Typical Unit Archway A 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.06 3/8" = 1'-0" 0 8° 1'4° 2'8° 50.06 3/8" = V-0" 0 8" 1'4° 2`8" 3/8" = 1'-0" 0 8° 1-4" 2'8" A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte sI ,raj Kansas Gty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N, College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee !Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f IN S TE,9� = � AR11200135� �0 STATE OF ,D I A Q CHITE 3.12.11 09:45:16 -06'00' ISSUED FOR: 100%a Construction Documents 11 July 2013 L\ Addendum #1 23 September 2013 (2 �� ASI #1 ` 31 October 2013 i�\ CCD #1 10 December 2013 Drawn By MG Checked By JBT Interior Elevations 52.02 Project Number: 2013.037 (�) Copyright 2013 1 2 .5 6 1 7 1 8 1 9 1 10 1 11 12 13 1 14 1 16 1 17 1 18 19 1 20 1 21 1 22 123 1 24 3 Units A. B. A2, B2, D-AL, AB, AD, S7 Units C E, S8� 3 Wall finish Wall finish Units B Accessible and S8 Accessible Re: Finish schedule Light Fixture, Unit C Accessible, D Accessible, S8 Accessible Carmel Senior Living Re: Finish schedule Wall finish center on sink Light Fixture, Wall finish center on sink Light Fixture, Re: Finish schedule Re: Electrical Re: Finish schedule Light Fixture, center ec sink Mirror align with side Mirror align with side Re: Electrical center on sink Re: Electrical of vanity (08800) of vanity 08800 Mirror (08800) I R 3'-0'° Re: Electrical I Y ( ) Plastic laminate 31-011 Plastic laminate 2.6 center over vanity I 31.0 ( ) R Sink Mirror 08800 Re: Plumbingcountertop, endsplash i Sink countertop, endsplash center over vanity p Re: Plumbing p p �� Plastic laminate _._ ._._._._._._._ and backs lash - --- and backsplash ( ) p g p Grab bars, where II r --- -- countertop, endsplash Grab bars 10801 6 3'-0" r 6 3 -0 (12356) (12356) shown on plans and backsplash SW quadrant of 136th Street and Illinois Sink 10801 s 12356 Street o - - ( ) ( ) o Vertical grab bar o Vertical grab bar o Re: Plumbing Q 21 ( `� (10801) (10801) `�' S �'� Q Carmel, Indiana 46032 6 2'-611 ( Sink ' �� I i ��� j Plastic laminate countertop, ----� endsplash and Spectrum Retirement Communities, LLC _----� e -------- *Note: -----backsplash (12356) T' �-�,�� Grab bar blpckjn I � ', ' e �, Horizontal Grab bar---� o- gF _ Denver, rColorado t80230 Note: All IL and AL - *Note: All IL and AL - I ` p units shall receive °' / ` units shall receive - blocking "' o blocking (06100) for c" , blocking (061 OM for77 ti� i~ Base vanity cabinets I' ,` iii I i P future installation of ___ ___. horizontal grab bars. (�:orizontai grab bars. P future installation 0 -�� -_=_ _�. Base vanity cabinets 1 X356) I g " (12356) g VD15 vB27 i� I VD15 VB33 l VB33 �` I VB4 e 11 5" I Re: Plumbipet � �T X11 � Base vanity cabinet Toilet. 1' 511 Integral Baso Base vanity cabinets Toilet integral Base Y I 12356 Re: Plumbing (for roll under access) ( ) Toilet g {for roll under across, 12356 - - 13e: Plumbing �`- Re: Plumbing ( )-- -- Gastinger Walker Harden N1 + BeeTriplett Buck Unit Bathroom Vanity ! N7 Unit Bathroom Vanity N13 Unit Bathroom Accessible Vanity N19 Unit Bathroom Accessible Vanity Architecturel Interior Designl Construction Management -— E5O. I: —II — I- liII —1- li N 50.01 3/8" - V-0° 0 8" 1'4" 2'8" 3/8 - 1'-0" o s" 1'a„ 2'$" 50.01 3/8 - 1 0 o s" 1'4" 2'8" 50.02 3/8 - 1 0 o a: T 2 N 817 Wyandotte Units D, F, AD, DD Units M-A, M-C M-D Unit G, S-2 - Mirror 08800 Units M-A NI-C, M-D Kansas Gty, MO 64105 Wall finish Wall finish, Re: ( ) 816 421 8200 phone Re: Finish schedule Finish schedule Center over sink 816 421 1262 fax Light Fixture, design with insight.com Light Fixture; g Light Fixture, as laminate Linen closet shelves center on sink center on sink Wall finish center on sink ______ countertop, Wall finish Re; Finish 31.011 Re: Electrical Re: Electrical Re: Finish schedule _ endsplash and i M (06402) - typical, re: Re: Electrical 3'-01 31011 P schedule �, M floor plans ,k- backsplash -- Mirror 08800 Mirror 08800 12356 P21 / 54.1 ----- rt ( ) ( ) For shower �'m�� ( ) Structural Engineer center over sink center over sink controls/head M-�-'� Plastic laminate -----�°i Bob D. Campbell 4338 Be&evewpany, Inc. I information, re: ________ _ _ ___ _ ___ ____ _ - ��� i s ; 3'-� 1 g Sink countertop, Sink Vertical rab bar Vertical grab bar Plumbing endsplash and r .-�T� Re: Plumbing I p ��' i Kansas City, Missouri 64111 Re: Plumbing 9 (10801 � (10801) o o � ( ) c+� Grab bars backsplash (12356) $i6.531.4144p/816.531.8572f L 2'-4 3/4" I � � � I11 2'-4 3/4" (10801) I I � 21057 � / � � � I I `° L Plastic laminate r '- 1 - --- - --- --I' _ _ - --- countertop, j Lock at top Base Vanity Cabinets Mechanical /Electrical/ Plumbing Engineer drawer 12356 r _ Pearson Kent McKinel Raaf Engineers, LLC Plastic laminate Grab bar blocking* _ _ I - _ ( ) - y g �- - -- - - Grab bar blockin - endsplash and countertop, r-1 - _ I g e p Fold-up seat in M-A aJ r 0 0 - (12356) j 4 r. 8801 Ballentine, Suite 200 endsplash and � �, i I, � I backsplash (12356) and M-B blocking i --- backsplash (12356) c,, N e / \ c� c� c� Y - - °� _, I i x—= c� T i ` liv _ - a __.__._. _ a� OnI in M-C and M-D c� c? Overland Park, Kansas 66214 N N i 7 913.492.2400 p / 913.492.2437 f Base vanity cabinet Scribe for proper ! — �; K (12356) I operation I -- - —;� �_- �� "`� K Civil Engineer Base Vanity Cabinet VD15 VB27 VB15 VB12 VB27 VD12 _l ' Toilet Toilet VD15 V615 Base cabinets Toilet, Re: plumbing "-5 Weihe Engineers (12356) 1' - 5" Re: Plumbing Re: Plumbing 1 - 5 5 0 (12356) ge Avenue 10505 N. College Ct �t min. Indianapolis, IN 46280 Sink 317.846.6611 p / 317.843.0546 f J1 Unit Bathroom VanityJ7 Unit Bathroom Vanity, *Note: All IL and AL units shall receive blocking J13 Unit Bathroom Vanity Typical Memo Care Re: Plumbing J1g Unit Bathroom Toilet - Typical MemoryCare Note: All IL and AL units shall receive blocking `�' g y yp � �p J 50.02 3/8" = 1 °-0" 0 8" 1'4" 2'8" (06100) for future installation of grab bars. 50.03 3/8" = 1'-0" 0 8" 1'4" 2'8° (06100) for future installation of grab bars. 50 05 3/g" = 1 °_011 0 8" 1'4" 2'8° 50.05 3/8'° = 1'-0" 0 8" 1'4" 2'8" J Food Service Consultant - -- - - ------__-- -- _- __- _- Santee / ec er ssoclates, 6700 Squibb Road, Suite 101 Wall finish ! Wall finish a s Shower curtain rod; Wall finish Mission, Kansas 66202 Re: Finish schedule Re. Finish align Wlth Ilnen CIOSet Re: Finish schedule 913.362.1800 p 1913.362.2609 f Install grab bars as indicated in all fully (10801) schedule accessible bathrooms (10801) All IL Type IL Shower Washer/dryer Wall finish Linen closet Yp (11451) Re: Finish H H and AL units shall receive vertical grab Fully Accessible Shower. shelves (06402) Re: Plumbing Schedule bars and blocking (06100) for future For controls/head info. Provide blocking for horizontal Shower curtain Recessed medicineCL 31.411 4. installation of horizontal grab bars. re: Plumbing grab bars sliding arms and ----- ______ ____ _____________ ___ _ rod (10801) cabinet (10801) Q _ attactment pivots for the seat,--------------7._._.),I_._._._._._._._j- Bathtub and___._.__._._._._._._._._._._._._._._._._._._._._._._._._._._._._.__ center over countertop _ Dimension of vertical', ® but no seat, typical. shower blocking 6" x 24" / �� j j Re: Plumbing ����`t �lu�rtr��Z `� Vertical rob bars 10801 Towel bar (10801) 4�� t �E B'C� Soap Dish ��'� g ( ) II G - _ _ o I; RE: plan, provide j G Nly,' QST = Plastic laminate` -a in-wall blocking - - - g �Q'Q� 4 �- _ _ Towel bar (10801) 0 _ (080) Grab Bars (10801) T- countertop, endsplash U z AR11200135 Location varies per Unit ! o `� Grab bars Soap dish and backsplash �, - -_ Shower door to be height P Re: Sheets 50.01-50.06 ( (10801) - Install vinyl cove (12356) ~ STATE OF Fold-up seat of shower surround, min. Y _ _ strip where tub o ! Install vinyl cove strip where Base cabinets N ��,� �� AQP base meets 1 Install vinyl cove shower base meets floor Ij 12356 �,�R Dimension of horizontal r _ _�_. _ I_ _ T_. , F __ ( ) f✓� Ir H I T E t� floor; RE: it,��,,,,i ��\ F - blocking 6" x 46'1 step where shower - Re: plumbing plumbing F �'�� 3.12.1 1 base meets floor; . �_ RE: plumbing varies; re: unit plans 09:21:08 -06'00' Toilet re: unit plans Re: plumbing I I ISSUED FOR: E1 Unit Bathroom Typical Toilet E7 Unit Bathroom Typical Accessible Shower E12 Unit Bathroom Typical IL Shower E17 Unit Bathroom Typical Bathroom E21 Unit Bathroom Typical Medicine Cabinet 100% Construction Documents 11 July 2013 E 50.01 3/8" = V-011 0 8" 1'4" 2'8" 50.01 3/811 = 11-011 0 8„ 1'4" 2'8" 50.01 3/8" = V-0" 0 8" 1'4" 2'8" 50.03 3/8°' =1'-011 0 8" 1'4" 2'8" 50.01 3/8" = V-0" 0 8" 1'4" 2'8" E '1 Addendum #1 23 September 2013 -- -- --- --- ----................. --- -- --------------- ------ ------ ---------- - --- I ---- --------------- � ASI #1 31 October 2013 i CCD #1 10 December 2013 31-011 6 Sign mounting j (1,.011 Hinge side location. Gypsum _ ! 3'- 611 of door. °O ._ board / 2 ` - 411 N D surround 09250 Column------------------- >T T �-------------- "_ _ c, j surround 1 I 511LO 1 re: J 1 /54.01 (06402) � c7 co 811 "� E o o Chair rail Standard Accessible Water Closet Standard Accessible Water Closet Paper Towel Dispenser/ Typical mounting locations. Verify Disposal all mounting locations with owner C re: plan re: finish C i re: plan schedule j I Drawn By MG Q Checked By JBT CO M Base ( 3` - 0" M re: finish Base -- re: finish Interior Elevations o schedule ' - schedule U 'ct O N B Note: Center arch in hallway; Note: Center arch in hallway; - ""_ �� a CO , `�' ! T 6 B M ECO C 8 0 typical, unless indicated otherwise typical, unless noted otherwise `" T N N N min min o Standard Water Closet Drinking Lavatory 11 _511 7Z U Cn Fountain Al Elevation at Typical Corridor Arch A6 Elevation at Typical Corridor Arch j A17 Typical Mounting Heights min v A 31.01 3/8" = V-0" 0 8° 1'4° 28„ 31.02 318" = 11-0" 0 8° 1'4° 2'8° ! 1/4" = 1' 0" 0 1' 2' 4' A 1 72 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number: 2013.037 Copyright 2013 0 U I ) E ' V Cz � I U CL W ti 0 0 �I Qa E U O 0 0 U U) CD W W 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 13 14 15 1 16 1 17 1 18 19 20 1 21 1 22 1 23 1 24 ! Light Fixture, Wall Finish, center on sink Re: Finish schedule - Re: Electrical Paper Towel/waste Mirror O.F.C.I. Plastic laminate dispenser (10801) center on sink (Mirror R countertop, Wall Finish, at C175 C223 per p Sink, ends lash and Re: Finish schedule backsplash (06402)l Washer - - w--- - Re: Plumbing Grab bars l (11451) Sink Plastic laminate Sink ' (10801) I ' Base Cabinets Re: Plumbing countertop, o re: Plumbing 11 Q52.07 11 (12356) endsplash and _ 1__ �` Plastic laminate Dryer (11451) HI 114 1 Dryer �� --- backsplash � ��@CN V-0 `fl --' 5207 Washer (11451) ( 5) .� � 0 C) ! T --- ! countertop (06402) Q I'I T - - - ---------- F_Base dry C -}_ +--- + -- - - - -r--__—T---�- Resident Laundry 228 Elevation Deleted -�` _._._._._._._ __ - -- ��------ e Cabinets T 1 - - -- _ II II II 12356 I -� _ h e II o I I � ( I n ` co = roll". nd.or a=ess = , c� r +- VSrI h i e cove c� p N ! N N \ I panels I I I ' LLL4 ! I I ' ? � II SB33 B24 B24 T Base `09651 3 SB33 B24 B24 I � Integral Base =� Base (09653), Toilet ,, , ;� Re: Finish schedule re: Plumbin 1 -5 ` Provjde full height wall Ceramic wall tile (for roll -under access) Re: Finish g schedule tile cat C 175, C223 (CWT -1) re: Finish I schedule N1 Elevation - Resident Laundry C1101 02065 C305 N7 House Laundry C150 __N719Elevation - Public Toilet 4 31.01 3/8" = 1 '-0" 0 8"" 1,4„ 2,8„ 131 03 3/8" = 1 "-0"" r �1 0 8." 1,4"" 2"8," 31.01 3/8 - 1 "-0 c 8, � 4•, � 8., All Grab bars (10801) Toilet Tissue Dispenser (10801) J1 Elevation - Public Toilet I 31.01 3/8'° = 1'-0" 0 8" 1°4° 2-8° Granite countertop - i with radiused edges (06402) Sinks, Re: Food Service a _. _._._._._ / —fy \ I \ / I I I -- Filler panel 642 (06402) E1 Elevation - Bistro C 115 31.02 3/8" = 1'-0" 0 8" 14", 2'8" 7M 3 C\ I UIIGI re: plumbing Base cabinet (06402) Base (09653), Re: Finish schedule Al E levation - Rece ption C 120 31.02 3/8" = 1'-0" 0 8" 1'4" 2°8° I Uner 1'-5" re: Plumbing J6 Elevation - Public Toilet 31.01 3/8" = 1'-0" 0 8" 1'4" 2'8" Grab bars (10801) _ C? Light Fixture, center on sink Re: Electrical F I ; Paper towel T - dispenser (10801) Gypsum board soffit Pendant Pendant lighting; ,I ffitGyp (09250) re. reflected lighting; re: re: Electrical �- !! I' ('�rl reflected ceiling plans E lectrical `' X090 ) re. Mirror (08800) `*7. ceiling plans center on sink Granite countertop (06402) - -- Wood veneer support panel ;r— Granite countertop Refrigerated deli case, Wood veneer support panel with 3/4" trim (06402) 1 (06402) re Sheet 61.01 with 3/4" trim 06402 r Sink with insulated � ( ) I ------ pipes ---- re: Plumbing — r � 1 - O o Ceramic wall--- o "' ( `s' o i( y I the (CWT -1 ) l (� 11 O , re: Finish II �� ;; T � i � � li - -�l - _._._._._._._.___ __._._. _J -- --- - -- schedule j! --- ---- -- _ - - r r I I EQ.Q 2' - 4 1/4" EQ. EQ. EQ. I I , EQ. at curved front 4 1 4"�' 4 11/4"-/4"- 4 1/4" '441 /4 4 1/4" /4 41/4"-) 41 /4 / . at curved front J10 Elevation - Restroom C 132 J14 Elevation - Bistro C1 15 Base; re: Finish J19 Elevation - Bistro C1 15 31.02 3/8" = 1'-0" 0 8"" 1�4" 2'8° 31.02 3/8" = 1'-0'° 0 8" 1°4" 2,8„ schedule 31.02 3/8" =1'-0" 0 8" 1'4" 2'8" I I --; ------ r� Gypsum board Granite countertop soffit (09250) lo I _7 -- r L T - Re: reflected ceiling (06402) II j plans Refrigerated deli I9 Sinks, Re: I I case, re: Sheet 61.01 o Food Service _ I I � Light Fixture, center on sink Re: Electrical F I ; Paper towel T - dispenser (10801) Gypsum board soffit Pendant Pendant lighting; ,I ffitGyp (09250) re. reflected lighting; re: re: Electrical �- !! I' ('�rl reflected ceiling plans E lectrical `' X090 ) re. Mirror (08800) `*7. ceiling plans center on sink Granite countertop (06402) - -- Wood veneer support panel ;r— Granite countertop Refrigerated deli case, Wood veneer support panel with 3/4" trim (06402) 1 (06402) re Sheet 61.01 with 3/4" trim 06402 r Sink with insulated � ( ) I ------ pipes ---- re: Plumbing — r � 1 - O o Ceramic wall--- o "' ( `s' o i( y I the (CWT -1 ) l (� 11 O , re: Finish II �� ;; T � i � � li - -�l - _._._._._._._.___ __._._. _J -- --- - -- schedule j! --- ---- -- _ - - r r I I EQ.Q 2' - 4 1/4" EQ. EQ. EQ. I I , EQ. at curved front 4 1 4"�' 4 11/4"-/4"- 4 1/4" '441 /4 4 1/4" /4 41/4"-) 41 /4 / . at curved front J10 Elevation - Restroom C 132 J14 Elevation - Bistro C1 15 Base; re: Finish J19 Elevation - Bistro C1 15 31.02 3/8" = 1'-0" 0 8"" 1�4" 2'8° 31.02 3/8" = 1'-0'° 0 8" 1°4" 2,8„ schedule 31.02 3/8" =1'-0" 0 8" 1'4" 2'8" Pendant lighting; re: Electrical Filler panel (06402) 0 LO Pendant lighting; re: Electrical Gypsum board soffit Gypsum board I r' (09250) Re: reflected soffit (09250) li , �- Coordinate cabinet height ceiling plans with hot well control Granite countertop Granite countertop Y i requirements (06402) with radiused edges n' (06402) o i I ; O O O ! 0 11 o CY) A co I Wood veneer support panel 636 B36 B15 with 3/4" trim (06402) E12 Elevation - Bistro C 115 31.02 3/8" = 1'-0" 0 8" 1'4" 2'8" (4s) r3s Gypsum board soffit (09250) Re: reflected ceiling plans i Granite countertop - (06402) I trim to match co ..I I column wrap ------ ------------ (06402) ----(06402) r_CI11 GU IVIIJF panels with 1/4" millwork trim to match column A6 Elevation - Reception C120 wrap (06402) 31.02 3/8" = 1'-0" 0 8„ 1'4" 2,8" A F 1 7 1 R 1n EQ. 3'-0" EQ. I All E levation - Rece ption C 120 31.02 3/8" = 1'-0" 0 8" 14" 2'8" 11 1 17 1 i'1 1A Base cabinets Refrigerated deli case, Base (09653), Base cabinet Filler panel (06402) re: Sheet 61.01 Re: Finish (06402) (06402) schedule E18 I Elevation - Bistro C115 �Iz IL IK I V IF IG IF 31.02 3/8" = 1'-0" 0 8" 114" 2'8° E ------ -------------------------- T -- ----- (KS) s� 4s II , Column cover Column coverGranite countertop (06402) (06402) I (06402) _ J 1 / 54.01 J 1 / 54.01 I z�z Tackable surface E (06402) Granite countertop (06402) Tackable surface (06402) Black metal Pencil tray (06402) 1 1/2" support bracket I (06402) L -Rd . . . . . . . . . . --- ----- ----- - -- -- -------', Pencil tray C ---- - - - - ----- U --- -- - - - 06402 cD C_? M IDI H-- Black metal io � ®® M a Electrical N support bracket I access panel (06402) I I Base Base; refer io 3'-6" 3'-0" 2'-91/4" Base E re: finish sched. finish sched ile re: finish sched. Electrical access panel CL 4 - Black metal support bracket (06402) A16 Elevation - Reception C 120 Ago Elevation - Reception C120 31.02 3/8" = 1'-0°' 0 8" 1'4" 2's" 31.02 3/8" = 1'-0" 08" 14" 2'8" 1_ 1F 17 1Q iQ on 01 '37 174 9,4 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte e Flill Kansas (Dity, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ,okilII I I fr�rrl�� j S TEF =� AR11200135 �- STATE OF 13.12.11 09:20:42 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 s Addendum #1 23 September 2013 21ASI 91 31 October 2013 G CCD 41 10 December 2013 Drawn By MIS Checked By JBT Interior Elevations ■ Project Number: 2013.037 c) Copyright 2013 I Gypsum board Granite countertop soffit (09250) with radiused edges Re: reflected ceiling (06402) j plans Refrigerated deli I9 Sinks, Re: case, re: Sheet 61.01 o Food Service - � I.. >, © o c+� / co I Filler panel B33 B18 (06402) Wine cooler Base cabinet j I (06402) Base (09653), E6 Elevation - Bistro C1 15 Re: Finish schedule 31.02 3/8" = 1'-0" 0 8"" 1'4" 2'8" --- ------------------------- ----------— -------- -- ------ - ------- `Ks) I cover Column cover 4.01 (06402) J1 / 54.01 i Granite top countertop (06402) 41 /4" A6 52.07 j Painted MDF ; T I panels with 1/4" I millwork I , N I Pendant lighting; re: Electrical Filler panel (06402) 0 LO Pendant lighting; re: Electrical Gypsum board soffit Gypsum board I r' (09250) Re: reflected soffit (09250) li , �- Coordinate cabinet height ceiling plans with hot well control Granite countertop Granite countertop Y i requirements (06402) with radiused edges n' (06402) o i I ; O O O ! 0 11 o CY) A co I Wood veneer support panel 636 B36 B15 with 3/4" trim (06402) E12 Elevation - Bistro C 115 31.02 3/8" = 1'-0" 0 8" 1'4" 2'8" (4s) r3s Gypsum board soffit (09250) Re: reflected ceiling plans i Granite countertop - (06402) I trim to match co ..I I column wrap ------ ------------ (06402) ----(06402) r_CI11 GU IVIIJF panels with 1/4" millwork trim to match column A6 Elevation - Reception C120 wrap (06402) 31.02 3/8" = 1'-0" 0 8„ 1'4" 2,8" A F 1 7 1 R 1n EQ. 3'-0" EQ. I All E levation - Rece ption C 120 31.02 3/8" = 1'-0" 0 8" 14" 2'8" 11 1 17 1 i'1 1A Base cabinets Refrigerated deli case, Base (09653), Base cabinet Filler panel (06402) re: Sheet 61.01 Re: Finish (06402) (06402) schedule E18 I Elevation - Bistro C115 �Iz IL IK I V IF IG IF 31.02 3/8" = 1'-0" 0 8" 114" 2'8° E ------ -------------------------- T -- ----- (KS) s� 4s II , Column cover Column coverGranite countertop (06402) (06402) I (06402) _ J 1 / 54.01 J 1 / 54.01 I z�z Tackable surface E (06402) Granite countertop (06402) Tackable surface (06402) Black metal Pencil tray (06402) 1 1/2" support bracket I (06402) L -Rd . . . . . . . . . . --- ----- ----- - -- -- -------', Pencil tray C ---- - - - - ----- U --- -- - - - 06402 cD C_? M IDI H-- Black metal io � ®® M a Electrical N support bracket I access panel (06402) I I Base Base; refer io 3'-6" 3'-0" 2'-91/4" Base E re: finish sched. finish sched ile re: finish sched. Electrical access panel CL 4 - Black metal support bracket (06402) A16 Elevation - Reception C 120 Ago Elevation - Reception C120 31.02 3/8" = 1'-0°' 0 8" 1'4" 2's" 31.02 3/8" = 1'-0" 08" 14" 2'8" 1_ 1F 17 1Q iQ on 01 '37 174 9,4 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte e Flill Kansas (Dity, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ,okilII I I fr�rrl�� j S TEF =� AR11200135 �- STATE OF 13.12.11 09:20:42 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 s Addendum #1 23 September 2013 21ASI 91 31 October 2013 G CCD 41 10 December 2013 Drawn By MIS Checked By JBT Interior Elevations ■ Project Number: 2013.037 c) Copyright 2013 2 W 0 m E Cz v E' a� CL W l M 0 co 0 a O Cn a� 0 a� cn .s� (D en Z) W 1 2 1 3 4 1 5 6 1 7 1 8 9 10 1 11 12 1 13 1 14 1 15 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 A20 52.07 Wall finish Metal Locker Sink Upper Cabinets Microwave MO -2 Refrigerator Re: Finish Schedule Units (10505) re: Plumbing (12356) (11451) RF -2 (11451) Wall finish Mail boxes R U erCabinets Re: Finish Schedule (10550) W3630 W3630 W3630 (12356) W3330 W3330 W3315! /v it5A2101 7 E - '1 — —II—_ A1Mail boxes Mail slots 5 . 7 520' - - (10550) Mop utility shelfScribe as required r _ — _ fpro er o eration I 10801}/ C" r_ -_ -- / \ / =– - - N I Fiber reinforced I II II Plastic laminate k _I countertop,-_ '_ plastic (10265). -- --- — iii 'I --- E "' >�� I' :'�..�_-...--II�L•�. "Ili -- _ _------- II - - --- - D T ends lash and ,I -- a, _ I'II - - - - - - -- _ Extend minimum _ ,I I —_____.. ------_-. ------- --- p i'. _ _ _ 1_17 n - backsplash (06402 ® - o ) 1 i 18 beyond each 0co U -I -N. `� - side of mop sink Base Cabinets (123561 �l - / \ 00 i''I ,�, _o�� I, - I� I Mop sink C\J— I I 1..1_ ' �' N - re: plumbing zX P B36 B36 B36 ( ) — _-=..;w i-- ---.- SB33 B33 Base Base 09653 , Plastic laminate 1 a6,. J� I. 1' 0" 11'-0" Integral Base Cabinets Base Base �. re: Finish schedule 1'-0" I 1 `-ti" 1 `-0" 11'-0" , - Countertop and min (for roll -under (12356) Re: Finish Schedule H11 Backsplash Re: Finish Schedule 3 -0 2 - +I4 R.O, 52.07 access) (06402)��__, (14 slots) verify with rnanuf: N1 Elevation - Copy C 122 Elevation Lounge C 128 Base (09653), re: N12 Elevation - IL Mail C 137 ; N17 E lavation - I L Mail C 137 ' w22 Elevation - Typ. House Keeping Finish schedule N 31.02 3/8 = 1 -0 _ -_ ,, �_ _0,, f? a„ , , „ 2,8., 31.02 3/8'" = 1 '-0" 0 B„ 1,4„ 2,8„ 31.02 13/8" = 1 °-0'° 13/8" = 1 ' 0" 0 8„ 1,4„ 2,8„ N 0 8" 1'4" 2'8" 31,02 1 0 8" 1'4" 2'8" i Gypsum soffit wall above millwork (09250) i 2._8,. A16 21 7. Wood paneling (06402) 52.07 0 :y 1 1 '-8 3/4" 3'-0" 3'-0" l'-8 1/2" 21-011 31-411 51-811 t: 3 -3 3/4" I _-` j_U Gypsum board soffit Mail slots (064021 ti ' _� _ _ (09250) Gypsum soffit wall ) �'IIi IIIItrim (06 4 0=N2 ) ---------------------- above --_-I- -_---Ar-- .- _ ------ r .0 -N, (�. MM 'aovemworStained wood _ -------------- -------------------------- ------ (06402) _ -�_ I Stained wood tom -------- ----------- Mail boxeslililillailboxes '10550? 6 Mail boxes __ ._.= --------------------- --- -_ (10550)- Built-in bookshelves (10550 (06402) Stained wood ._. countertop with wood -------- -- - -- ---Stained wood rL countertop (06402) supports painted to Wood ---------- --- -- -"-__i } --_-_ match wall (06402}_ >s - ____-____-_.. .. _.__ ------- countertop _ Cast stone ain(0) K "eep Base CID S,orepace Ico -- Cabinets 5207 N(10305) (12356) --------- B24 ------B24 L B39 B39 B24 B21 B36 B36 B21 Flush wood base Base (09653), �- Built-in bookshelves ` r Stained wood trim Re: Finish Base (05653), Re:f-` 12-6 1/4 R.O. (06402) Flush wood base 12" Deep Base (06402) i Finish schedule schedule veriftr with manuf. Cabinets I J1 Elevation - Library C 138 (12356) J7 Elevation - Library C 138 J12 Elevation - AL Mail C 144 J16 E levation - AL Mail C 144 J21 Elevation - AL Mail C144 31.01 3/8" = 1'-0° 0 8„ 1,4„ 2,8„ 31.02 3/8" = 1'-0.. „ -- - o B° 1'4° 2'8° 31.03 3/8 = 1 -0 o B° 1'4° 2'8° 31.03 3/8 = 1 -0 - - 0 8" 1'4" 2,8„ 31.03 3,$ _ - 0 8" 1'4" 2'8" J I III A20 52.07 Upper Cabinets Plastic laminate 2" 3'-0" 2" 3'-0" 2" nt rto (06402) l N CIO o ///• II, N SZE M II a N / •- / O / O m_._._.--.-- ._._._._._.__.--i co / / / W2415 W3330 W1530 W3630 � IIII III IIIA LLA X _ — �,II I I• I I I 'II I 4 ----- --- – ----- ------- I o 1 I I (12356) cow e p I I i Scribe as required for Painted MDF Plastic laminate i H proper operationpanels with 1/4'° countertop (06402) i millwork trim (06402) Plastic laminate I lockable surface i A6 Al (06402) P -Lam countertop Countertop, endsplash and Backsplash 52.07 52.07 Black metal (06402) (06402) 4 1/4" o support bracket Black metal (06402) -- — support bracket G I II 640 Sink - ------ - ___.._._._ _.__ _._.___._._._.------------ - - (- 0 2 C- - -------------------- C\1 ___ _�.__._._._._._._._ _ -- - - re: plumbing `;' - -� � _ CO T © CO m I ( C"7 I � � IL•11 CO _, I_ I I , Base Cabinets ___-- ----- ___._-_--- ----- L-__--- '- �* �, N Base 09653 N 12356 = __ re: finish schedule B33 BD15 SB36 Pencil tray Lockable Fire -rated tempered Base 3' - 3 3/4" 3' - 3 3/4" 1' -11" 1' - 1" Refrigerator 06402 glass 45 Min. (08800) re: Finish Scheid. ( ) file cabinets RF -6 (11451) 4 1/4" 4 1 /4" 41 /4" 4 1(4" 4 1 /4" Base (06402) I III re: finish schedule I El Elevation - Salon C143 E5 Elevation - Meds C155 Ell Elevation - AL Recetion C156 E16 Elevation - AL Reception C156 E21 Elevation - AL Reception C156 p p p - 31.03 3/8" = 1'-0° 0 8„ 1,4„ 2,8„ 31.03 3/8" = 1'-0.. ,� � ,� 31.03 318" - 1 '-0" 31.03 3/8" = l' -O" 0 8„ 1,4„ 2,8„ E 0 8" 1'4" 2'8" 31.03 3 8 = 1 -0 0 8" 1'4" 2"8" - 0 8"' 1'4" 2'8'• --- -------------------------- ------------ ------ --- ---------- --- - --- -------------- - - - - - ------ --- --- ------ ---- - ------ Pendant --- -- -- ------ ------------- -- II I I I II I I II I i I Pendant lighting; I' re: Electrical j Pendant t lighting; D Granite Granite countertop re: Electrical Granite Granite countertop I countertop D and backs lash IIII' I I. countertop (06402) Granite ( ) (06402) 06402 (06402) I ' j countertop Sink, (06402) _ Painted MDF _ Painted MDF Re: Plumbing T T l panels with 1/4" millwork T panels with 1/4" millwork _ Base T Cabinets Base 2„ r trim to match column r trim to match column C" II N Cabinets N wrap (06402) r 1 N wrap (06402) T "' (12356) ------------------ ----- - C Base cabinets -- (12356) (12356) -- - - - I I Undercowntorice- co jII IIII o I I , CP r, ------ co o, I / IM -1 (11451) _ F co B B21 SB33 B18 B30 7 \ Base (09653), Re: Undercounter " 2 -5 3/4 2 5 3/4 2 5 3/4 B -- -Base (09653), refrigerator Base (09653), 2'-2 3/4" 2'-2 3/4" Finish schedule re: Finish 41/4 4 1/4 4 1/4 re: Finish R-1 (11451) I 41/4" 41/4" 41/4" 41/4" Scheid. Schad. I Al Elevation - AL Bistro 0160 A6 Elevation - AL Bistro C160 A11 Elevation - AL Bistro C160 A16 Elevation - AL Bistro C160 Ago Elevation - AL Bistro C160 A 31.03 3/8" = 1'-0" 0 8„ 1,4„ 2,8„ 31.03 3/8" = 1'-0"0 8„ 1,4„ 2,8„ 31.03 3/8" = l'-0" _ ,_= o s„ 1,4„ 2,8„ 31.03 3/8 - 1 0 0 8„ 1,4„ 2,8,. 31.03F3/8"- 1 0 0 B„ 1,4„ 2,8„ A 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 16 1 17 1 18 1 19 1 20 1 22 123 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designi Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f STE, , ctQ� ©<® AR11200135 =� STATE OF C Aa 17:04:22 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By MG Checked By JBT Interior Elevations ■ Project Number: 2013.037 Cc I Copyright 2013 1 12 Under -counter Refrigerator R-1 (11451) 0 13 A20 52.07 W3930 ---------------- W3630 -------- -------- ---- I 17 / i II� II 'll II I - i i i ---------- - L Elevation - Typical MC Entry 31.04 ----- -11 -- i IIT I �I IIS—� Ceramic Tile Microwave Granite i !I Cabinets DW -3 (09310), re: MO -3 4 15 Wall finish Re: Finish Schedule Upper Cabinets (12356) Sink Re: Plumbing �— Plastic laminate countertop, endsplash and backsplash (06402) Base Cabinets B15 SB36 (12356) Base (09653), Re: Finish schedule N17 Elevation - Meds C 165 8tC223 N 31.04 3/8" = l'-0" 0 8"1'4" 2''s" I M --� Granite countertops, endsplash and backsplash (06402) Coordinate cabinet height ' with hot well control requirements L Q K B46 BD18 Base (09653), Re: Base cabinets Finish schedule (12356) J1 Elevation - MC Kitchen C171 J 31.04 3/8" = 1'-0" 0 8" 1'4° 2'8" W Theater C216 Elevation Deleted F L� Wall finish Ago Re: Finish Schedule 52.07 Upper Cabinets D W1530 W3330 (12356) CD II 17 / N J14 Elevation - Typical MC Entry 31.04 3/8" = 1'-0" 0 8" 14" 2'8" 0 0 \ -- i IIT K B46 BD18 Base (09653), Re: Base cabinets Finish schedule (12356) J1 Elevation - MC Kitchen C171 J 31.04 3/8" = 1'-0" 0 8" 1'4° 2'8" W Theater C216 Elevation Deleted F L� Wall finish Ago Re: Finish Schedule 52.07 Upper Cabinets D W1530 W3330 (12356) ! Sink _ re: plumbing, _ Plastic laminate (� Countertop, endsplash C a' and Backsplash a' s T (06402) T - --_ ___.. Base / \ Cabinets N (12356) N 0 Wall finish Re: Finish Schedule Bathtub Re: Plumbing Towel bar (10801) RE: plan, provide in - wall blocking 7 0 D N6 Elevation - Spa C176 81.043'8" - 1'-0" � � 0 3" 1'4" 2'8" mZip �l O ch Scribe as required for proper operation O M 10 11 1 12 13 14 1 15 16 1 17 18 1 19 20 1 21 1 22 1 23 1 24 Granite -- Upper cabinets Base cabinets Refrigerator countertop, (12356) (12356) (11400) Wall Finish, Re: Linen closet endsplash A20 Re: Sheet Finish schedule 52.07 - shelves (06402) and 61.01 P21 / 54.01 ! backsplash JIIle ii W2430 W3018 W2430 W2430 ' (06402) -__ --- �� = --------- ! `-- --- -- J -__ l - -- - -- -- T IIII i Granite countertop, I -- -- — �— — -- Granite -- endsplash an I — p d - L ----I dl -- --- --- backsplash (06402) 1, I - - zo Ffl 001 1 T T Wood bracket; r - - - _ - \ ----- paint 06402 o — o Scribe as ! 11 p ( ) ---- o ! i required for T q - -- --- -- - _ 01 - p p e _� v! o proper O C? operation �' N �— _ i r i i i B24 B24 B24 Scribe for proper i B18 621 SB33 630 Install vinyl cove Range, RG -1 Hood, EX -1 Base (09653), operation strip where tub j Re: Finish Schedule Base Cabinets µ Sink Base (09653), Dishwasher (11400) base meets floor ! (12356) Re: Plumbing Re: Finish Re: Sheet 61.01 i schedule N11 Elevation - MC Kitchen C171 N17 Elevation - MC Kitchen C171 31.04 3/8" = 1'-0" 0 8" 1'4" 2'8" 31..04 3/8" 1' 0" _ - 0 8" 1'4" 2'$" Plastic laminate 4" Wood lap siding —� Countertop; endsplash � Sink (06402) Wall sconce 5/4" x 4" Door casing Re: Electrical and Backsplash (06402) % re: plumbing (06402) Upper Cabinets Mailbox (OFC I) n, (s235c) 3 mdse +vuyv�JJ, Re: Finish schedule 5/4" x 4" Corner trim (06402) Chair rail (building standard) Beaded board siding (06402) 18 31.04 CD - MC Kitchen C 171 0 8" 1'4" 2'8° i N J14 Elevation - Typical MC Entry 31.04 3/8" = 1'-0" 0 8" 14" 2'8" ! Sink _ re: plumbing, _ Plastic laminate (� Countertop, endsplash C a' and Backsplash a' s T (06402) T - --_ ___.. Base / \ Cabinets N (12356) N 0 Wall finish Re: Finish Schedule Bathtub Re: Plumbing Towel bar (10801) RE: plan, provide in - wall blocking 7 0 D N6 Elevation - Spa C176 81.043'8" - 1'-0" � � 0 3" 1'4" 2'8" mZip �l O ch Scribe as required for proper operation O M 10 11 1 12 13 14 1 15 16 1 17 18 1 19 20 1 21 1 22 1 23 1 24 Granite -- Upper cabinets Base cabinets Refrigerator countertop, (12356) (12356) (11400) Wall Finish, Re: Linen closet endsplash A20 Re: Sheet Finish schedule 52.07 - shelves (06402) and 61.01 P21 / 54.01 ! backsplash JIIle ii W2430 W3018 W2430 W2430 ' (06402) -__ --- �� = --------- ! `-- --- -- J -__ l - -- - -- -- T IIII i Granite countertop, I -- -- — �— — -- Granite -- endsplash an I — p d - L ----I dl -- --- --- backsplash (06402) 1, I - - zo Ffl 001 1 T T Wood bracket; r - - - _ - \ ----- paint 06402 o — o Scribe as ! 11 p ( ) ---- o ! i required for T q - -- --- -- - _ 01 - p p e _� v! o proper O C? operation �' N �— _ i r i i i B24 B24 B24 Scribe for proper i B18 621 SB33 630 Install vinyl cove Range, RG -1 Hood, EX -1 Base (09653), operation strip where tub j Re: Finish Schedule Base Cabinets µ Sink Base (09653), Dishwasher (11400) base meets floor ! (12356) Re: Plumbing Re: Finish Re: Sheet 61.01 i schedule N11 Elevation - MC Kitchen C171 N17 Elevation - MC Kitchen C171 31.04 3/8" = 1'-0" 0 8" 1'4" 2'8" 31..04 3/8" 1' 0" _ - 0 8" 1'4" 2'$" Plastic laminate 4" Wood lap siding —� Countertop; endsplash � Sink (06402) Wall sconce 5/4" x 4" Door casing Re: Electrical and Backsplash (06402) % re: plumbing (06402) Upper Cabinets Mailbox (OFC I) n, (s235c) 3 mdse +vuyv�JJ, Re: Finish schedule 5/4" x 4" Corner trim (06402) Chair rail (building standard) Beaded board siding (06402) 18 31.04 Elevation 3/8" = 1'-0" - MC Kitchen C 171 0 8" 1'4" 2'8° lighting CT -2 J14 Elevation - Typical MC Entry 31.04 3/8" = 1'-0" 0 8" 14" 2'8" Wood Upper Dishwasher Ceramic Tile Microwave Granite !I Cabinets DW -3 (09310), re: MO -3 Countertop and 8'111 8 (12356) (11451) Finish (11451) Backsplash ! IIII (06402) y , ' Schedule (06402) SB36 691111 Integral Base W3615 W3630 W3630 W2430 W3018 W2430 C? N Refrigerator ri- - g RF -5 (11451) -- ' �--� — ' _CD' i 12 SB36 B B24 624 Base Base Integral Base Double -Oven Drawer Cabinets re: Finish (for roll -under (12356) Sched. H11 access) WO -1 (11451) 52.07 Sink E7 Elevation - Community Room C217 re: Plumbing 31.06 3/8" = 1'-0" 0 8" 1'4" 2'8° Upper cabinets (12356) 4'-0" 1'-0" 4'-0" Gypsum soffit wall above j millwork (09250) 0 Sink, Re: Plumbing B B15 im SB33 Base Integral Base re: FinishZ_Base cabinets Plastic laminate (for roll -under Sched. (12356) countertop (06402) access) Al Elevation - Green House C218 A5 Elevation - Green House C218 A 131.06 I 3/8" = 1'-0" 0 8" 1'4° 2'8" 131.06 I 3/8" = 1'-0" 0 8" 1'4° 2'$° 1 1 2 1 3 1 4 1 5 1 6 1 7 D �, - - ------ I' �-----W3315 `;~�W3330 W3630 -- 31 - - Oil I Refrigerator UP I RF ZIP ni ^� O (1145 1) I � �� i ��--_ '� — — — — � CO I I \ �1 ;I ; I B 3- 636 Base (09653), S 3 ;`H11 Base Base. re Finish Integral Base H 1 Cabinets Re: Schedule (for roll -under (12356) Finish access) Schedule J20 Elevation - Wellness Center C212 31.06 3/8" = 1'-0" 0 8" 1'4" 2'8" i � ill i i i I Iii ! ' II ! it _L._._._._._._._._._.__ _._.�._. d_.__...._ ._-______--__- .__._..- ------- - I � IT B21 B36 Stained wood countertop (06402) A11 Elevation - Sky Lounge C219 31.06 3/8" = 1'-0" 0 8" 1'4° 2'8" 11 1 12 1 13 1 14 1 15 re: Finish Sched. Pendant Cooktop lighting, Re: lighting CT -2 Electric G ranite (11451) Countertop w/ Wood 17 Base 7TI H2o (06402) Cabinets (12356) Wood 8'111 8 I brackets, / \ Illi Paint ! IIII (06402) y , ' -nd panel ! B9 Wood veneer SB36 691111 Integral Base (12356) re: Finish (for roll -under Sched. access) (06402) E15 Elevation - Community Room C217 31.06 3/8" = 1 '-0" 0 8" --------------------------------------------- 1'4" 2'8" 11-101/2" 2'-113/4" 5'-8" 2'-113/4" 1'-101/2" A16 Wood paneling (06402) -7 i � ill i i i I Iii ! ' II ! it _L._._._._._._._._._.__ _._.�._. d_.__...._ ._-______--__- .__._..- ------- - I � IT B21 B36 Stained wood countertop (06402) A11 Elevation - Sky Lounge C219 31.06 3/8" = 1'-0" 0 8" 1'4° 2'8" 11 1 12 1 13 1 14 1 15 re: Finish Sched. Pendant Penchi lighting, Re: lighting Electrical Electric G ranite Countertop w/ Wood bullnose edge bracke (06402) Paint (06402) 16 1 17 l 18 119 (06402 Wood re: Finisn Sched. (06402) E20 Elevation - Community Room C217 31.06 3/8" = 1'-0" 0 8"1,4„ 2,8„ ---- - -- ------ ----- --- ---- --- rE Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N 817 Wyandotte E111"fll Kansas Oty, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical 1 Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f Cooktop CT -2 (11451) H Granite Countertop w/ bullnose edge (06402) S G .�` ��` G =2 AR11200135 NATE OF JIVD I ANP Base (09653),F CH,ITEG�>>�� il re: Finishk Sched. 09:21:36 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E /1'\, Addendum #1 23 September 2013 A ASI #1 31 October 2013 CCD #1 10 December 2013 Upper Cabinets (12356) D Plastic laminate Countertop, endsplash and Backsplash (06402) Undercounter C Refrigerator R-1 (11451 ) Drawn By MG Checked By JBT Interior Elevations SB36 21-111 B Integral Base Ice maker IM -1 (for roll -under H11 (11451) access) 52.07 AN Elevation - Sky Lounge C219 31.06 3/8" = 1'-0" 0 8" 1'4" 2'8" A 20 21 22 23 24 Project Number: 2013.037 �c; Copyright 2013 Scribe for proper operation 10 ; 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 T-6" Built-in bookshelves Plastic laminate (06402) countertop, endsplash and---- backsplash (06402) I I Stained wood Sink, Re: Plumbing countertop (06402) _ C I ` I— ---- — - ---- --- --- 1 __._ 12" Deep Base / - — — — —' - -- ---- -- -- - Cabinets — — _ �— —� =1 v —� 3Im6) r d _ _ X Q - Base (09653), B27 SB33 — — -- -- —� P N, re: Finish Sched. INMIIII Integral Base (for roll -under access) - H11 Flush wood base B42 ` B42 B36 B36 B42 B42 �A N1 Elevation - Community Room C316T N6 Elevation -Community Room C316�� , N 31.10 3/8.. = 1._0.. 0 $„ 1,4., 2 $„Y 1 31.10 1 3/8; - 1 ' 0,; — - -- - - - - - -- C $„ 1 4„ 2,$„ 90 minute Fire - rated tempered glass (08800) rue uuur lrariie wiul biueuynt wrtrl lire-reststdi ~ - rated glazing tested as an assembly in accordance with ASTM El 19 or UL 263 N15 E levation - MC E ntry C 140 a 31.03 3/8" = V-0" 8„ -4„ -- __2,$„ e ! Ago Upper cabinet units 52.07 2 3_ 011 211 31-011 211 1 with adjustable shelves (12356) where applicable Je 19 1 20 1 21 Wall Finish, Re: Finish schedule Sink, Re: Plumbing Plastic laminate countertop, endsplash and backspiash (06402) Base Cabinets (12356) Base (09653), Re. F inlwh schedule N19 Elevation - Laundry C162 31.04 3/8" = 1 '-0" 0 ,. 22 1 23 1 24 � SinkW1830 W3330 W3630 W2430 UpperCabinets __._._._._._.... _._. _._._._._ --_._.__._._ re: p lumb ing(12356) Sink or Range re: floor plans ic Laminate countertop (0 6402)Plastic laminate 4 1 o / Re: E 10/54.05 for edge _-� ---------- � _--- _� ;-- ---__I -_-_-- J Countertop, / 2 - 0 typical P -lam countertop, endsplash 1 1' 3" 81/4 -- _ detail � / endsplash and / 21 _ and backsplash, radius front , -- -_- - -__ -- backs lash 06402 j r �� j _ edges, typical (06402) L ------- j p ( ) Si 70 C? G22 , Under -counter II rr 11 �, Refrigerator R-1 -------------------- --- - 1 © — Minimum knee (11451) \ \ / 1 _ c*� --�-- -- f � clearances 1I 1 811 K BD18 B33 B36 Base — Base Cabinets Fire -rated tempered 1 _ Provide pipe insulation Re: Finish (12356) lass 45 Min. 08800 �' i' Schedule g ( } ;1 at accessible kitchen N 1 - 9 1/2 sinks �1 Elevation -Theater C317 $��� -3- J7 Elevation -Salon Entry C216 3 I; N Base cabinets with Z08„ 1,4,. 2,8„ 31.10 318" = 1'-0" integral base a o a" 1'4° 2°$: 31.06 3/8" = 1' 0" (12356) W 9 0 11 Granite countertop with 1/2" radius edges, typical D (06402) (Plastic laminate o countertop at AL Retention C156 E (06402)) 0 C Painted MY DF (06402) Painted gypsum board co 0 (09250) co N Wall base per schedule aD B E U O 0 O Al Section - Reception Desk 6 A 52.04 1 11 = 1'-0" 0 3,. 6., 1` 21-911 CV T 1 12 13 14 15 Wood trim, stain (06402; 09912) I 1/2" plywood with white laminate veneer (06402) !i i 1/4" plywood with white laminate veneer as vertical dividers, dado shelves to accept (06402) 1/2 white laminate veneer (06402) Wood trim, stain (06402; 09912) T� 5/8" gypsum board on 2x4 wood studs (09250) I 52.05, ----------- — ----- -------------waft-base- ------- E6 Section - yail 2' - 9" Gil#e douln1pptop 1 11-011 w4h ea ed edgesLl (06402) 4�} '.. (Plastic laminate 31/4 countertops at AL Reception C156 (06402)) --------------- Beaded board (06402) 1 i� Painted gypsum board (09250) `' 1 -911 II II 9 J Wall base per finish schedule A6 Section - Reception Desk 52.04 1 " = V-0` 0 3" 6" 11 6 1 7 1 8 I H11 ]Section - Typical Accessible Kitchen 52.04 1" = 1'-0" 0 3" 6" 1' Gypsum board over 2x4 wood A— � � 1 framing (09250) ✓ O CZ > i -------------------------------------- o ! I Wood trim, stain (06402; 09912) N - 1'-5 3/4" - -- --- ------------- ------------ ----- - I ! I I 1'-5 1/4" - — 0) I •� I - ------------------------------------------------ "- -- - --- - -- - --- -- --------- i O L a >> Tackable fabric I i ' surface (06402) Continuous sealant Granite countertop j Mailboxes (10550), with 1/2" radius coordinate with manuf. edges, typical (06402) _ 11-511 3/8" plywood platform verify with mfr. Wood trim, stain (06402; 09912) T I rn III CD CZ Gypsum board "' -over 2x4 wood co w framing (09250) Base � , re: finish sched. i r V-5 1/4" I Note: Drawers to be A11 Section - Mall Lockable 52.05 1 1/2" = V-0" 0 2" 4" 8" 9 10 1 11 12 113 14 15 G22 Slm 54.01 Plastic laminate skirt board (06402) M cv =9 H16 Section - Sink with Roll -Under Access 52.03 1" = 1'-0" 0 3" 6" 11 ypsum board soffit )9250} rown molding rofile WM45 (06402) olid hardwood arch, stain )6402; 09912) ixed 1/2" hardwood faced lywood shelves, stain (06402; 9912) K Wood blocking (06100) /ood countertop, lain (06402; 09912) refabricated 12" deep ase cabinet (12356) lush wood base, M6 A16 Section - Library Bookshelf 52.05 1" = 1'-0" 0 3" 6" 1' 16 1 17 1 18 19 Base cabinet (12356) Granite countertops with raoiused edge (06402) 1 1'-2�. Wood brackets - c° i fastened to wood `V blocking (06402) Wood panel -- veneer (06402) H2O Section - Community Room 52.06 1, = 1 '-0" 0 3„ 6„ 11 Upper cabinet units with adjustable shelves U) (12356) crj a o I o C. 11-011 P -lam countertop and 2'- 0" typical backsplash, radius front edges, typical (06402) 2'-6" in designated areas �� GV Lower cabinet units with adjustable shelves j 1 C (12356) j coO (D CD T -.0 1'- 9 1/2" ------------------ CD A2 I i A20 Section - Typical Casework 52.05 1 " = V-0" 0 3" 6" 1' 20 1 21 1 22 1 23 1 24 Carmel Senior Living 0 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management N 817 Wyandotte Kansas City, 164105 816 421 8200 phone 816 421 1262 fax design with insight.com ll Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f L Mechanical /Electrical (Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f It 0%IIII111111111l,//, EE.T�iG .`�`�'� G4S T E G , �Q < =� AR11200135 STATE OF iZ11i4 C H, i Flife. 09:24:10 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E i i�, Addendum #1 23 September 2013 ASI #1 31 October 2013 Z3\,, CCD #1 10 December 2013 X Drawn By MG Checked By JBT Interior Elevations B ■ A Project Number: 2013.037 `c) Copyright 2013 2 1 3 4 WALL TYPE "T' Design No. U905 September 30, 2010 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR R Concrete masonry units (04810) 7 77 AL = - A V_ _J 7, izo_ _I.: f E AU_ 1 . Concrete Blocks* — Vairious designs. Classification D-2 (2 hr). See Q Concrete Blocks category for list of eligible manufacturers. 2. Mortar— Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. I Portland Cement Stucco or Gypsum Plaster — Add 112 hr to classification if used. Where combustible members are framed in wall, P plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (item 1). 4. Loose Masonry FiII— If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated peflite loose fill insulation add 2 hr to classification. 5- Foamed Plastic�— (Optional -Not Shown) — 1-112 in. thick max, 4 ft wide N sheathing attached to concrete blocks (item 1)_ THE DOW CHEMICAL CO — Type Thermax Sheathing, Thermax Light Duty Insulation, Then-nax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax cl Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP) M *Bearing the UL Classification Mark As stated above Design No. U914 May 30, 2013 Bearing Wall Rating — 3 HR. Nonbearing Wall tW9 — 3 HR. Concrete masonry 119 t3ypsum board over L units (04810) fuming channels (09250) (09111) 2'_ 01, O.C. K 1 - Concrete Blocke — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar— Blocks laid in full bed of mortar, nom 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical Joints staggered. J 3. Furring Channels — Min 0.019 in. thick (25 gauge) gaiv steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottom by 7/8 in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizontal channels 1/2 in. 4. Channel Fasteners— 1-1/4 in- long masonry screws with 3/16 in- body and 5116 in. diameter head. Fasteners spaced 24 in. O,C. with the H fasteners staggered on each long leg of the fuming channel. 4A. Steel Framing Members* — (Not Shown) — Alternate method used to attach furnng channels (item 3) to concrete blocks (Item 1). Clips spaced 48 in. OC., and secured to blocks with 114 in. dia. By 3 in. long concrete expansion anchor (item 4B) through the center grommet. Ends of adjoining channels are ovedapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of ovedap. As an altemate, ends of G adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the ovedap, with one screw on each flange of the channel- Fuming channels are ftiction fitted into clips. PAC INTERNATIONAL INC — Type RSIC-1, RSIC-1 (2.75)- 46. Concrete Expansion Anchor — (Not Shown) — 1/4 in. dia. by 3 in. long carbon steel, pre -assembled, nail drive expansion anchor with F mushroom head driven into the web of the concrete block. Min. embedment in concrete block of 1-3/8 in. and evaluated in accordance with ASTM E 488 to have ultimate load capacities of 980 IN (tension) and 1400 lbs (shear) when used in 2000 psi concrete. 5. Gypsum Board* — 1/2 in. thick, 4 ft wide, secured to funing channels with wallboard fasteners (item 6), Gypsum plaster not more than 1/16 in. thick may be applied to wallboard in addition to joint treatment. E AMERICAN GYPSUM CO — Types AG -C. CERTAINTEED GYPSUM INC — Type C. CERTAINTEED GYPSUM CANADA INC — Type C. CGC INC — Types C, IP -X2, IPC -AR. GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC. LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A. NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, D FSW-C, FSMR-C. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Type PG -C. 'PANEL REY S A — Type PRC Type TG -C. M "5 THAI GYPSUM PRODUCTS PCL — Type C. E UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR. USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR. E C 5A. Gypsum Board" — (As an alternate to Item 5) — 5/8 in. thick. Installed as U described in Item 5. R co NATIONAL GYPSUM CO — Type FSMR-C. rl- 6. Wallboard Fasteners — 1 in. long, self -drilling, self -tapping steel screws w bugle heads. Fasteners attached to each fuming channel and spaced 8' in. OC at butt joints and 12 in. OC in the field of the board parallel with fuming Q_ channels. Clearance between fasteners and edges of wallboard 3/4 in. �2 B 7. Joint System — (Not shown) — Paper tape embedded in cementitious Cn — cS compound over Joints. Paper tape and exposed screw heads covered with two layers ofcompound. Edges of compound feathered out. As stated above —AF] Walltype 7 - 2 -Hr CMU Not to Scale A 2 3 4 5 1 6 1 7 , 8 1 9 (Not Used) A5 Walitype 8 - Not Used Not to Scale 5 1 6 7 8 9 10 1 11 1 12 1 13 1 14 WALL TYPE "9" Interior Partition Load Bearing - Non -Rated I hour rated ceiling assembly 2x4 Wood Studs Finish Ceiling (re: schedule) 5/8" Gypsum Board (09250) 5/8" O.S.B. sheathing (06100) Re: Structural Acoustical Insulation Finish Floor (09250) 5/8" Gypsum 2x4 Wood Board (09250) Stud (06100) Acoustical Insulation Descri2tion (09250) 1 - Wood Studs - Nominal 2 by 4 inches, spaced 16" o.c. 2. Batts and Blankets - Mineral wool or glass fiber batts, 3 1/2" min. thickness. 3. Wood Structural Panel Sheathing- Nom 15132 -in, thick, 4 ft wide APA Rated Sheathing 32/16. Exposure 1, plywood or oriented strand board (OSB) per PS1, PS2 or APA Standard PRP -108. Installed with long dimension of sheet (strength axis) or face grain of plywood, parallel with studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Horizontal joints backed with nom 2 by 4 in. wood backing. Attached to studs on exterior side of wall with 6d cement coated steel box nails spaced 12 in. OC along interior studs and 6 in. OC at perimeter of panels. 4. Gypsum board - 5/8" thick, 4 ft. wide, attached to O.S.B. sheathing 5. Joint Tape and Compound (not shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. F_____1 --- L9 ] As stated above L_ -1 110 Walltvpe 9 - interior non -rated Not to Scale WALL TYPE "l 0" Design No. U344 May 30, 2013 Bearing Wall Rating - I Hr. Finish Rating - 26: Min. 1 hour rated ceiling assembly 2x6 Wood Studs (06100) Finish Ceiling (re: schedule) hib 5/8" Gypsum Board (09250) 518" O.S.B. sheathing Structural (06100) Re. Gn 4coU6CRP1n&Ubh 5/8" O.S.B. Acoustical Insulation sheathing (06100) (09250) Re: Structural Description 1. Wood Studs — Nom 2 by 4 in. spaced 24 in. OC, laterally braced, and effectively fire stopped at top and bottom. 2. Wood Structural Panel Sheathing-- Nom 15/32 in. thick, 4 ft wide APA Rated Sheathing 32/16. Exposure 1, plywood or ofiented strand board (OSB) per PS1, PS2 or APA Standard PRP -1 08. Installed with long dimension of sheet (strength axis) or face grain of plywood, parallel with studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Horizontal joints backed with nom 2 by 4 in. wood backing. Attached to studs on exterior side of wall with 6d cement coated steel box nails spaced 12 in. OC along interior studs and 6 in. OC at perimeter of panels. 3. Batts and Blankets* — 3-1/2 in. thick foil -faced glass fiber batts. Supplied in rolls 23 in. wide. Density to be nom 0.70 pcf. Placed in stud cavity and secured to studs with 5/8 in. long steel staples spaced nom 12 in. OC. See Batts and Blankets* (BZJZ) category for names of Classified Companies. 3A. Fiber, Sprayed* — As an altemate to Batts and Blankets (item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method.- The fiber is applied without water or adhesive at a nominal dry density of 3,5 IbIft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS51 OLD, INS515LD, INS541 LD, INS735, INS745, INS765LD, and INS77OLD are to be used for dry application only. A10 Walitype 10 - 1 -Hr with Sheathing Not to Scale lo 1 12 1 13 1 14 15 Im [a 19 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied horizontally or vertically. Attached to studs through plywood sheathing with 8d cement coated nails 2-3/8 in. long, 0. 113 in. shank diam, 9/32 in. diam head nails spaced 7 in. OC along studs and at perimeter of panels. When used in widths other than 48 in., wallboard is to be installed horizontally. Joints exposed or covered with tape and compound - When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels with in. long Type S bugle -head steel. screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AGX-11, M -Glass, AG -C. CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type EGRG, Type GlasRoc. CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 minutes). CGC INC — Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC, WRX. LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-C/A- NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -1 1, PGS-WRS. TEMPLE-INLAND — Types TG -C, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, GreenGlas TypeX. THAI GYPSUM PRODUCTS PCL — Type C or Type X UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP -X2., IPC -AR, WRC, SCX, SHX, ULX, USGX or WRX. USG MEXICO S A DE C V — T pe AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or y WRX. 4A- Gypsum Board* — (As an altemate to Item 4) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 4B. Wall and Partition Facings and Accessories* — (As an alternate to Items 4,4A) — Nominal 5,18 in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 4. SERIOUS ENERGY INC — Type QuietRock ES, Type QuietRock QR -527. 5. Gypsum Board* — 5/8 in. thick, 4 ft wide applied horizontally or vertically. Attached to studs or blocking at 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads. When used in widths other than 48 in., wallboard to be installed horizontally. Joints exposed or covered with tape and compound. When Item 6, Steel Framing Members*, is used, gypsum panels attached to fuming channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C_ LAFARGE NORTH AMERICA INC — Types LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NEW NGC INC, DBA NATIONAL GYPSUM CO — Type FSW-6 (finish rating 20 min). PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types PG -1 1, PGS-WRS. TEMPLE-INLAND — Type TG -C, GreenGlass Type X UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP -X1, IP -X2, [PC -AR, SCX, UIA USGX or WRX. USG MEXICO S A DE C V — Type AR, C, IP -X1, IP -)(Z IPC -AR, SCX, ULX, or WRX. 5A. Gypsum Board* — As an altemate to Item 5 - (not shown) - 518 in, thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-114 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Joints exposed or covered with tape and compound. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C (Finished Rating is 25 minutes). CERTAINTEED GYPSUM INC — Type C or Type X (Finished Rating is 23 minutes) Type EGRG, Type GlasRoc. CERTAINTEED GYPSUM CANADA INC — Type C or Type X (Finished Rating is 23 minutes). CGC INC — Type AR, C, IP -X2, IPC -AR, SCX, SHX, ULX, WRC or WRX. (Finished Rating is 24 minutes). THAI GYPSUM PRODUCTS PCL — Type C or Type X UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP -X1, IP -X2, IPC -AR, SCX, ULX, USGX or WRX. (Finished Rating is 24 minutes). USG MEXICO S A DE C V — Type AR, C, IP -X1, IP -X2, IPC -AR, SCX, ULX, or WRX. (Finished Rating is 24 minutes). 5B. Gypsum Board* — (As an alternate to Items 5, and 5A) — 518 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed as described in Item 5. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. TEMPLE-INLAND FOREST PRODUCTS CORP — GreenGlas Type X. 5C. Gypsum Board* — (As an aftemate to Items 5 through 5B) - 518 in. thick, 4 It- wide, paper surfaced applied vertically and secured as descnibed in Item 5. TEMPLE-INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 5D. Wall and Partition Facings and Accessories* — (As an altemate to Items 5 through 5C) — Nominal 518 in. thick, 4 ft wide panels, applied vertically only and secured as described in Item 5. SERIOUS ENERGY INC — Type QuietRock ES, Type QuietRock QR -527. 6. Steel Framing Members — (Optional, Not Shown)* — Furring Channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gaIv steeL 2-318 in- wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are ovedapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of oveHap. As an alternate, ends of adjoining channels may be oveHapped 6 in. and secured together w i two self-tapp . I ith Ing #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furfing channels as described in Items 4 and 5. b� Steel Framing Members* — Used to attach fuming channels (item 6a) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. . RSIC-1 clip for use with 2-9116 in. Wide fuming channels. RSIC-1 (2.75) clip for use with 2-23132 in. wide furring channels. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75). 7- Non -Bearing Wall Partition Intersection — (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3-112 in. long 1 Od nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 1 Od nails spaced a max 16 In � OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 1 Od nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. *Beanng the UL Classification Mark 10 As stated above ***At all plumbing sides of walls, use 5/8" water resistant gypsum board - 15 1 16 1 17 1 18 1 19 21 1 22 1 23 1 24 Design No. U469 April 09, 2013 Assembly Rating — I HR Nonbearing Wall J -runner 1 " Gypsum Board (0q,11 1), (09250) 2- 015 O.C. C -H studs 5/8' Gypsum Board (092501 (09250) 1. Floor and Ceiling Runners —"J"- shaped, 2-V2 in, wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG gaiv steel (min 20 MSG steel required when Item 4A is used). Runners attached to structural supports with steel fasteners located not greater then 2 In. from ends and . iot greater than 24 in. OC. 2. Steel Studs — "C-H"shaoed studs, 2-1/2 in. wide by 1-1/2 in. deep, fabricated from min 25 MSG galv steel (min 20 MSG steel required when Item 4A is used), spaced 24 in. or 600 mm OC. Vertically restrained walls require studs to be cut 3/8 in. less than floor to ceiling height. 3. Gypsum Board* — 1 in- thick gypsum wallboard liner panels, supplied in nominal 24 in. or 600 mm widths. Vertical edges inserted in "H" shaped section of "C -H" studs. Free edge of end panels attached to long leg of 'J' runners with 1-518 in. long Type S head steel screws spaced not greater than 12 In, OC� CGC INC — Type SLX, LAFARGE NORTH AMERICA INC — Type LGFCSL TEMPLE-INLAND — Type TP -6 UNITED STATES GYPSUM CO — Type SLX USG MEXICO S A DE C V — TV , pe SLX� 4. Gypsum Board* — 518 in- thick, 4 ft or 1200 mm wide, applied vertically and attached to studs with 1 in. long Type S steel scmws spaced 12 in. OC along the edges and in the field of the boards. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C. CERTAINTEED GYPSUM INC — Type C, CERTAINTEED GYPSUM CANADA INC — Type C. CGC INC — Types C, 11341, IP -X2, !PC -AR, SCX, ULX, or WRC. GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC. LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A, LGFC6A PABCO BUILDING PRODUCTS L L C, DBA PASCO — ypes PG -1 1, PG -C, PGS-WRS, TEMPLE-INLAND — Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C. THAI GYPSUM PRODUCTS PCIL — Type C. UNITED STATES GYPSUM CO — Types C, FRX-G, IP -X1, IP -X2, IPC -AR, SCX, ULX or WRC, USG MEXICO S A DE C V — Types C, 11341, IP42, IPC -AR, SCX, ULX, or WRC. 4A. Gypsum Board* — Not Shown - As an Altemate to Item 4. Nom 518 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in, long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips (Item 6) required behind vertical joints RAY -BAR ENGINEERING CORP — Type RB-LBG 4B. Gypsum Board* — Not Shown - As an Altemate to Item 4. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in, long Type S-1 2 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints. To be used with Lead Baften Strips (see Item 6B) or Lead Discs (see Item 6C), MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 4C. Gypsum Board* — (Not Shown - As an Altemate to Item 4.). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1 /4 in. long Type S-1 2 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead baften strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diarn by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5. Batts and Blankets* — (Optional) — Mineral wool batts partially or completely filling stud cavity. THERMARBER INC — Type SAFB_ 5A. Fiber, Sprayed* — As an aftemate to Batts and Blankets (Item 5) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application, INS765LD and INS77OLD are to be used for dry application only. 5B. Fiber, Sprayed* — As an alternate to Batts and Blankets (item 5) and Item 5A - Spray applied cellulose insulation material. The fiber is appliedwith water to interior surfaces in accordancewith the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft, NU -WOOL CO INC — Cellulose Insulation 6. Lead Batten Strips — For Use with Item 4A - (Not Shown) — Lead batten strips required behind vertical joints of lead backed gypsum wallboard (item 4A) and optional at remaining stud locations. Strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0. 125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S- 12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 6A. Lead DiSC3or Tabs — (Not Shown) - Used in lieu of or in addition to the lead batten strips (item 6) or optional at other locations - Max 314 in. diam by max 0. 125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1- 1 /4 in- by max 0. 125 in. thick lead tabs placed on gypsum boards (item 5) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201 f, Grade "C". *Bearing the UL Classification Mark A20 1 -H ur Rate Cellin at El vator Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruoe Street, #200 Denver, Colorado 80230 10 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior De.siqn I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.corn M M Structural Engineer Bob D_ Campbell & Company, Inc - 4338 Belle�Aew Kansas City, Missouri 64111 8165314144 p / 816.5318572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9134922400 p / 913.492.2437 f K Civil Engineer Weihe Engineers W5 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.B43.0546 f J Food SerAce Consultant Santee I BecW Assoaales, LLC 6700 Squibb Road, Suge 101 Mission, Kansas 66202 911362-1800 p / 913.362.2609 f 11 101 F E 11 AR11200135 -4 STATE OF H I -f /flip... -1 11 13.07.11 16:26:45 -05'00' ISSUED FOR: 100% ConstruitAori, DOGUMMIS 11 July 2013 C Dfavvn By LS Checked By JBT 10.1 Not to Scale 1A 20 1 21 1 22 1 23 1 24 Partition Types INICX Project Number- 2013037 @ Copyright 2013 2 1 3 1 4 1 5 1 6 1 7 Gypsum Board extension at Acoustical ............................ ------------------------------------- -------- ----- ------- ---- Tile Ceiling location (09250) 75< R Finished Ceiling J Bead II Crown molding (Profile WM-54) �J8 --------------------------- ----- --- ----------- 3/4' MDF, paint (06402; 09912) Outside corner wood molding P (Profile WM-202) Wood Molding (Profile WM-70) MDF bullnosed, eased 3 1 4" 34 bottom edge Wood Handrail at Grandstair Only (Re: E14/54.09) N 55 1 X/2 Wood Blocking Cn 106100" 7E J8 ----------------------- -- - -- -- --- 54.01 M U) CD T 0 C) < I I "I CZ Cz C\J CV co 411 Gypsum. Board L (09250) Base, re: finish schedule K r T 11'1 78 �o J8 8 54 0 1 8 1 9 1 10 1 11 12 13 1 14 15 Batt Insulation (07210) 1 -Hour rated wall _2 I R.O. Field Verify Re: Floor plans "V7 1 112' per manufacturer ----------------------- - X 7�t ca 2 5/8" Gypsum board (09250) > :3 777 .Cg Cabinet per I Cz floor plans D all Plan Detail -Shower Stall, Typ Q8 Detail - Cabinet in Rated W Q13 i 50.01 --------- 1 1/2" = V-10" 0 2" 4" 8" 50.01 311 1 1-011 0 2" 4" 8" - --------------------------------------------------------------------------- -- ------------- ---------- ------------------------------ - - - - ----------- ----- ---- --- --------------- ---------------- -t— 3/4" MDF bullnosed ledge below WM-202 corner wood molding 3/4" MDF; paint (06402; 09912) Steel Column re: Structural with 1 -hour fire -rated wrap per A20/00.08 2x4 Wood Framing (06100) mak— i WM-202 corner wood molding UPPER PLAN NY#3311110003 Ml- Met, Steel Column re: Structural with 1 -hour fire -rated wrap per A20/00.08 2x4 Wood Framing (06100) LOWER PLAN Elevation - Interior Column J8 Interior Column Detail I 1 1/2" = V-0" 0 2" 4" 8" 31.02 1 1/2" = V-0" 0 2" 4" 8' Gypsum Board (09250)— — — — — — — 3/4" Plywood molding with 6"x6" Wood post; 3/4" Bullnose and eased Re: Structural WM956WW Chair bottom edge (06402) rail trim profile H Ceiling -height varies % (7/16" x 4 1/4") ...... -------------------- ---------------- d- ILL 00 WM45 Crown F moulding trim profile zo — ---- (11/16" x 5 1/4") ----- 811 A7 G Outside corner wood molding (Profile WM-202) 54.01 T-3 1/4" 4" q_ F1 Typical Chair Rail Detail F4 Typical Crown Moulding Detail F7 Column Detail at MC Parlor and Garden ROOM 11 1 '1 54.09 6" V-0" L -------- 1 11. 1 1 -0 0 3" 6" 1 1 6" V-0" 11 r" F 0 1/4" 1/2" 1 0 1/4" 1/2" 1 31.04 Fully grouted joint (04813) E > Cn a) E Cz 0 E C W co o B Cn \tf CD Al Section at Trash Enclosure Dividing Wall r ---- 6 A 12.02 3"= 1 '-0" 0 1 2" 4" 2 3 4 5 Crown molding $„ 811 (Profile WM-54) 3/4" MDF, paint Outside corner wood molding (Profile WM-202) 3/4" Plywood moldingwith 3/4" Bullnose and eased 8" CMU Block bottom edge (06402) Re: Structural, Beaded board siding (06402) Wood Molding (Profile WM-70) ---------- LL_ ------ - ---- --------------- - ----- ------- - - - - - - - --------------------- < Pre -finished sheet metal LL� — -------- — - ------- ----- ---- flashing (07620) C\1 A7 Elevation at MC Parlor and Garden Room 54.01 1"= 1'-0" 0 3" 6" 11 T 6 7 1 8 1 9 1 10 1 11 T12 16 1 17 NOTE: Refer to wall type 5 for additional information Fiberglass shower stall Re: Plumbing 2 x 4 Wood studs Re: Structural Corner Bead (09250) Gypsum board (09250) 3/4" MDF Bullnosed ledge below WM-202 Corner wood molding 3/4" tvIDIF, paint (06402; 0,9912) S 9223-:11121 MW LOWER PLAN J13 Interior Column Detail 31,04 1 1/2" = 1'4" 0 2" 4" 81, U_ U 1" min clear Ca 3 1 19 1 20 1 21 / Note: Paint surfaces to match room trim finish 1/2" MDF (06402) 1x Solid wood edge with 1/4" top edge chamfer CID (06402) W /I Z t CC'')< ........... --- U�' >'402, LL -5 61 LL < 1 x2 Cleats C.0 < LI.: (06402) U_ 40 UL P18 Detail at Typical Bedroom Closet 0 1 4,' 22 1 23 _L24 - 1/2" MDF 1 x Solid wood edge with - (06402) 1/4,, top edge chamfer (06402) < y") C\1 c ---- ---- LJ --- --- -- --- ---- -- - 1 x2 Cleats (06402) Q Note: Paint surfaces to match room wall finish P21 Detail at Typical Linen Closet Z. Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 3/4" Wood bullnosed, Gastinger Walker Harden teal , Column eased bottom e ge + BeeTriplett Buck re: Structural with Gypsum Board (09250) Gypsum Board (06402) Architecture) Interior Design l Construction Management 1 -hour fire -rated wrap (09250) per A20/00.08 /4" N 112" Plywood 31 backer panel 2x4 Wood Framing ------ t walls with (06100) resilient channel W -2 2 Corner Wood molding Wood handrail Cz (06402) _0 cc Ui U_ 2x4 Wood Framing J, IN L in. 5/8" Gypsum Board, paint (09250) Solid Continuous Sol Wood apron, Steel Column Wood Blocking 5/8" x 41 /4" (06402) 1� Structural with 1 (06100! re: .......... 1 -hour fire -rated wrap 3/8" Countersunk Lag screw w/ per A20/00.08 removable flush cap Wood base below PLAN SECTION Note: Maintain a 1" minimum clearance at all door frames, fire extinguisher cabinets and other equipment or fixtures, a J18 Typical Handrail Details well as outside corners where the handrail terminates. 1-011 ------- Re: Floor Plans for all handrail locations. 61' 1 0 1/4" 1/2" Batt insulation (07210.11 Post -form front edge - ---- --------- Fire extinguisher/cabinet Gypsum board (09250) with 3/4" radius, (10522,10523) continuous to retain fire typical (06402) 1 1/2"- Q8 54.01 rating, where required Plastic laminate Fiberglass shower stall countertop with 1 min. Re: Plumbing particle board core clear .4� 2 x 4 Blocking 06402) _12 (01100) NOTE: Refer to wall) Lj� Cz type 2 for additional 0 IL information 0- 0 o Hand rail (06402) G18 Plan Detail - Shower Stall -Corner, Typ G22 P -Lam. Countertop - Edge D, C:, J18 54.01 3 11 1 1, r .1 C\] 0 50.01 1 -0 0 1 2" 4" 52.07 121 1 1-01' 0 1/4" 1/2" 1 1/411 Elevation at Typical Fire Extinguisher Cabinet F14 3 1/4" 1 1 /211 = 1 1-011 Steel Column (Re:3s 5/8" Gyp. Board (09250) Structural). 1 hour enclosure per A20/00.07 2x4 Wood Stud (06100) 2 1/2" 11-411 2 1/2" Line of Bullnosed Molding Above Wood Stringer (Below) J Stop Bullnosed Wo od Guardrail, Line of Concrete Molding at Face of Maple (Colonial # Slab 6 Gyp. Board as 010) (06202) Wood Handrail, Maple Shown Wooden Box Newel (Colonial #6010; Return Post (#F04191) (06202) End) (06202) A14 Decorative Column - Grand Stair r --- 50.08 1 1/2" = V-10" 0 2" 4" 8.. 13 14 1 15 1 16 1 17 -------- - - _TL / \ \ / i 1 CY3 CID P \ /I ELEVATION :E8] Detail - Framed Opening 1/2" S4S Trim WM750 Baseboard trim profile (9/16"x4 1/4") 1 WM37 Fluted casing trim profile (11/16"x3 1/4") VVIVIZ71 MIL;IIILICtVU LIIIII PIU111r, 1 11 IU AO 11r_ Miter at wall return WM37 Fluted casing trim profile (11/16"x31/4") WM750 Baseboard trim profile (9/16"x4 1/4") r--- 3" V-10" 0 1 2" 4" 23 18 1 19 1 20 1 21 1 22 1 24 L K IJ H kir Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 816.531.8572 f Mechanical /Electrical/ Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317,846.6611 p / 317.843.0546 f Food Service Consultant Santee ec er Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 913.362.2609 f CE ''z 11 \ST �S- q- IY AR11200135 STATE OF :z 'V0 I A�A ""Y C t, I T ' It, TIM 17:07:26 -05'00' 0 - ISSUED FOR: 100% Construction Documents 11 July 2013 E Drawn By MG, RC Checked By JBT Details B ■ A Project Number: 2013.037 J Copyright 2013 6 7 Batt Insulation (07210) Sealant (07920) Wood Header (06100) Re: Structural 8 19 1 N6 Head Detail at eel St Door , \� I 311 7 I -O!' 10 Air/Moisture Barrier cont. over flashing (07272) 5/8" Exterior sheathing (06100) 1" Rigid Insulation (07210) Fiber Cement Lap Siding (07460) Starter Strip Sheet Metal Flashing (07620) 111 Fiber Cement board trim at window. Sheet metal flashing (07620) /— Door and frame (08110) NOTE: Refer to wall type 1 for additional information 12 13 14 1" Rigid Insulation (07210) 5/8" Exterior sheathing (06100) Fiber Cement Lap Siding (07460) Starter Strip Sheet Metal Flashing(07620) Air/Moisture Barrier over exterior sheathing (07272) overlap flashing 1" Fiber Cement Board trim at window. Sheet Metal Flashing(07620) N12 Head Detail at Sliding boor 44.02 311 = V-0" 0 1 ° 2" 4„ Wall base, refer to 11-0" Vinyl door (08561) CIO finish schedule Air/moisture barrier over Backer rod and_` E (06402) ' 1" Rigid Insulation (072 sealant (07920) b ilk Finish floor exterior sheathing ! {�-;I , Re: Finish schedule 1 (07272) overlap flashing Brick (048 [ s 1' �,,Il II ti , Batt insulation (07210) M - Brick (04813) 1< 1" Rigid Insulation (07210) �. 5/8" Extel I 5l8" Exterior sheathing (0611 sheathing (06100) Composite wood , 0 decking (06730) i ; Wood header (00100) -� 1 ! 1 Air/moisture barrier o' I Concrete floor toppng r I I iRe: Structural drawings �! �' exterior sheathing (072- �/ I (03532) Flashing (07620) I /' F J I I overlap flash I t. m Hold back concrete floor L Balcony Ledger Re: Structural i �� topping at this iocat0n �� i 1 i- Weep (04813) for vinyl door installation Sealant __ Flashing (07620) a I (07920) 1 �i TJI, Re: Structural Sheet metal 15 16 17 118 119 120 121 122 I 1" Rigid Insulation (07210) Vapor Retarder (07210) 5/8" Exterior sheathing (06100) I Fiber Cement Lap Batt Insulation (07210) Siding (07460) I Wood Header Starter Strip Re: Structural Sheet Metal Flashing 5/8" Gyp Board returns (07620) at head (09250)i Air/Moisture Barrier over Corner Bead (09250) exterior sheathing (07272) overlap flashing 1" Fiber Cement I Vinyl Sliding Door board trim at windo;Fv, (08561) E: Refer to wall type 1 Sheet metal flashing dditional information (07620) N19 Head Detail at Sliding Window and Siding 44.01 3" = 1'-0" d 1 ° 2 a" 1 _nll 1" Rigid insulation (07210) Brick (04813) por retarder (07210) 5l8" Exterior sheathing (06100) it insulation (07210) )od header Air/moisture barrier over 1: Structural drawings j exterior sheathing (07272) overlap flashing 3" Gyp board returns head (09250) i I i Irner bead (09250) j Weep (0481 Sheet Metal flashini Vinyl sliding door (08561) (0762C Steel Angle, Re: Structurz Refer to wall type 1 for Sealant (0792C al information Detail exaggerated for clarity. J19 Head Detail at Sliding Window and Brick 44.02 3" = 1'-0" 0 1„ 2„ 4,. Vinyl window (08561) Cement Fiber Board trim beyond (07460) Backer rod and 'I I III sealant (07920)o'f j Masonry rowlock sill (04813) 15/8"_ ------------ flashing (07620) Weep (04813} Air/moisture barrier (07272) -- Steel Angle Sheet metal K �I� Masonry veneer Re: Structural flashing (07620) �—_-� (04813) Door and frame `Steel Angle 5 7/8 08110 �— 5/8" Exterior ( ) Re: Structural sheathing (06100) Sealant (07920) J1 Sill Detail at Balcony and Sliding Door J6 Head Detail at Steel Door NOTE: Refer to wall type 1 for additional information J12 Head Detail at Sliding Door J 44.02 3" = 1 '-0" 0 1 „ 2„ 4„ 44.01 3" = 1 -011 0 1 „ 2" 4„ 99 Y 44.03 3" = 1 '-011 Detail exaggerated for clarit 0 1" 2" 4" ------- - --- 1'-011 - — - Brick (04813) Fiber Cement Trim (07460) Vinyl sliding door installed with —� 1Fiber Cement Trim (07460) I II bottom nailing fin removed _..._: Sealant at door sill (07920) Sealant (07920) 1 Sealant at 1/8" gap (07920) Sealant at 1/8" gap (07920) ____-- Ramp; owner provided 511 I Steel swing door1 Fiber Cement Lap Siding contractor installed with Fiber Cement Lap Siding H Wall base, refer to finish _-- (08110) (07460) slope not exceeding 1:12 (07460 schedule (06402) ) �� a - j 1" Rigid insulation (07210) R-10 minimum, insulation 1 Rigid Insulation 07210 NOTE: Refer to wall type it d g ( ) 1 for additional information (07210) n1 Air/moisture barrier over Air/moisture barrier over ! Patio slab and foundation ---------- ------ ! exterior sheathing (07272) exterior sheathing (07272) I i Re: Structural :1 overlap ; I overlap flashing _ overlap flashing I�ol— / I ! a _ d -15/8u Exterior sheathing (06100) II 5/8 Exterior G e4• '4 a4 ae ° I II g(06100 ) sheathing Batt insulation0 (0721 0) I T°n a � 71r' II a= a ti d d. d ° i Batt insulation (07210) ° �� b e a, , ° °° ° °° _ ° d tl ada . ° + o d a-° °° °'d a e d, °e• a °a e 2 x 6 woo d studs - --I' I! Vaporor retarder (072 10 ) Re Structural drawings a 2 x 6 wood studs Vapor retarder ( 7210)Re Structural drawings - (07920)F d NOTE: Refer to wall type 1 I for additional information NOTE: Refer to wall type 1 ___ __-- o°.tl d a c d _ .._._ ___� _I_ ! for additional information Gypsum board returns - at head above I I I E1 Sill Detail at Accessible Unit Patio Sliding Door E8 Jamb Detail at Steel Door and Siding E13 Jamb Detail at Sliding Door and Siding E 44.04 3" = 1 '-0" 0 1 " 2" 4'° 44.01 311 = 1 '-011 0 1 " 2" 4" 44.02 311= 11-011 ------ ---- ------------ -__-- ---- --- - 0 1" 2" 4° 11- -------------- �vf I ! Vinyl sliding door installed with ! ! Brick Brick (04813) Z Brick (04813) bottom nailing fin removed j ! Backer rod and (08561) III Sealant at door sill 07920 1 1 /2" air space �` 1 1 /2" airs ace ( ) / sealant (07920) p D Baseboard (06202) - ! R-10, minimum, insulation 1" Rigid Insulation Steel swing door1 Rigid Insulation 11I (07210) (07210) �, (0811.0)_ (07210) NOTE: Refer to wall type Air/moisture barrier over \ Air/moisture barrier over Q ! Patio slab and foundation exterior sheathing exterior sheathing (07272) 1 for additional information Re: Structural ! II (07272) overlap flashing ® overlap flashing �! �- ! 5/8" Exterior sheathing 5/8" Exterior sheathing atE = (06100) 1 ' (06100) Batt insulation (07210) Batt insulation (07210) 2 x 6 wood studs i ; _JI 2 x 6 wood studs 4" Re Structural drawings - - - --- Re: Structural drawings d ° 'd . ---J--- Vapor retarder (07210) a P ° °° Vapor retarder (07210) Sealant • - - III (07920) ------------ for °°• - . ,.° a' a °4 IIII----I I - Ii I ---- UYPbLi UUti rew ° NOTE Refer to wall type d NOTE: Refer to wall type 1 for additional information additional information at head above d ed 1 I III I. A8 r Al Sill Detail at Type B Unit Patio Sliding Door Jamb Detail at Steel Doo and Brick A13 Jamb Detail at Sliding Door and Brick A3" = 1'-0" 0 1„ 2„ 4„ 3" = 1'-0" 0 1„ 2„ 4„ 311 = 1'-0" 0 1„ 2„ 4" 12 1 3 4 1 5 6 1 7 8 9 10 l 11 1 2 13 1 14 1 15 16 1 '-nil 23 17 • � - • �i■�//'`"" X53; ■�>3333' ■■E ' • / HXXIZ • ■� ki� N • � • ■■Ii�S3S> � ■C �Nb� 1 ■ui X'FWA• w' • �� i 44.01 1 311 = 11-011 0 1 „ 2„ 4„ Sealant and backer rod (07920) Cont. flashing at sill (07620) Fiber Cement Trim (07460) NOTE: Refer to wall type 1 for additional information Sealant (07920) Fiber Cement Lap Siding (07460) A19 Sill Detail at Sliding Window and Siding 44.01 3" = 1'-0" 0 1° 2° 4" 19 1 20 21 22 1 24 NOTE: Refer to wall type 1 for additional information Vapor retarder (07210) R Batt insulation (07210) Wood header Re: Structural 5/8" Gyp Board returns at head (09250) ■ Corner bead (09250) Sealant (07920) Vinyl window (08561) )TE: Refer to wall type 1 additional information tail exaggerated for clarity. Vapor retarder (07210) Batt insulation (07210) Wood header Rei Structural 5/8 Gyp board returns at head (09250) Corner bead (09250) Sealant (07920) Vinyl window (08561) NOTE: Refer to wall type 1 for additional information Extend through -wall 1/211 flashing to be Pan Flashing into window opening, turn j co up at jambs. Fasten at 4; sheathing (04813) Wood sill (06402) Sill apron (06402) 2x wood studs Re: Structural Vapor retarder (07210) Batt insulation (07210) Air/moisture barrier over exterior sheathing (07272) overlap flashing 1" Rigid Insulation (07210) Vinyl window (08561) Wood sill (06402) m (06402) ood studs Re: Structural eta rder (07210) ulation (07210) :erior sheathing (06100) sture barrier over sheathing (07272) flashing I insulation (07210) 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel. Interior Designl Construction Management N� 817 Wyandotte Kansas City, MO 64105 �e, E 816 421 8200 phone Mki2'816 421 1262 fax design with Insig ht. com M Structural Engineer Bob D. Campbeompany, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee /Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913,362.1800 p / 913.362.2609 f H �`t��v��Et I I IBt Sf ' AR11200135 � r� STATE OF -//;, C H 1 T 17:11:22 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D Drawn By Author Checked By JBT Details ■ Project Number: 2013.037 �� Copyright 2013 --------------- 0 U) 0 m _I a) E Cz 0 E 1 _= 0 0 r— M O c'7 O L 0 O N a C a) 1 2 3 4 1 5 i 6 1 7 1 8 1 9 1 10 I 11 12 1 13 1 14 15 1 16 I 1 17 18 1 19 1 20 121 1 22 1 23 1 24 Wall base, refer to finish j 1 '-0.. Vinyl door (08561)i � schedule (06402) E /" I Backer rod and G I ( ) _ I� J I'`1 co co Finish floor r s i -- 1 sealant 07920 ! Re: Finish schedule I ; R J���o - a . - < . - ' a. ° I _ 57 811 1 j i M --_ 1" Rigid Insulation (07210) — I R - -- -- -- . / ----- _ NOTE: Refer to wall type 1 _-. i 5/8 Exterior sheathing Composite wood I for additional information - ; 5/$ Exterior sheathing (061001 Vapor retarder (07210) -- I,I,, i (06100) decking (06730) ; �\ ) ��_ it - �1' _ - a I I " l tI - -- / � r �1 '� :' Brick (04813) I T I Concrete floor topping! Vapor retarder (07210} t ; FlbergC` ment)La Batt insulation (07210)I .1 I, p .- ii I Sidin 07460 I (03532) 1 1{ I ` - Air/moisture barrier over Flashing 0762> ) i Air m 9( 0) I 1 I i / 1� / ,1� I , Sheet meta! flashin 07620 1" Rigid Insulation 07210 ' } 1 - Batt insulation (07210) I 1 1 I g ( ) 9 ( ) 11, exterior sheathing (07272) Hold back concrete floor Q Balcony Ledger 1 pp g i �I Starter strip 1 t, 111 1 overlap flashing Re: Structural 1 i �� _ to In j at this location 1 ` 1 ..-....... p 1 Y�t: � 7 Wood header ' 1 for vin}! door installation i " 1 `I / 1 Wood header I '' Flashing (07620)7 % Re: Structural drawin s ` Air/moisture barrier over g 1 ,-` v g ' i s I Re: Structural drawings o 1 �� TJI, Re: Structural I I Ir.. _.. 1 ! Secure window with angle �;, exterior sheathing / - "' f �i Secure windaw with an le Y ` Air/moisture barrier I , g � N �' � bracket (5120) 1 1, --, , �n (07272) overlap flashing bracket (5120) �� I ; I m_ dr i 1 (07272) I �, 1 r r- ... 1 1 ! Corner bead (09250} I I P t 1 I Corner bead (09250} r�. ��i �`i i 1 < ( , Siding 1'074 ) i I r 60 1 - p \ - __ _ -- --- ---- _ _ _ , Q*`` 518 Exterior `� `'M- 1" Fiber Cement e ----- - \ board trim at window, — /J �`` 'Keep (04813) sheathing (06100) 5/8 Gyp board returns 175�1 ' at head 09250 l Sheet metal flashin 5/8 Gyp board returns -- i - r � r-- Sheet metal flashing ( ) g � ` (07620) at head (09250) I _mom 'i 1 (07620) N1 Sill Detail at Balcony and Sliding Door , � , Vinyl window 08561 Sealant 07920) Vinyl window (08561 } N N 44.02 3" = 1'-0" 0 1„ 2.. �„ Y ( ) I; --~ i1 �� 5 3/4" I �_ Steel Angle, Re: Structural 1 " Fiber --- �. _. _.__._ __�- ---- ' y _-- - ' i. l Sealant (07920) Cement Trim (07460) NOTE Refer to wall type 1 for additional lnlormatiauir Sealant at 1/8" gap (07920) -- ---____-„ __ __ ---__._ i1 t Or4813 belowick rowlock sill '' �, III I 5 1 ( ) ii Fiber Cement Lap I Brick veneer (04813) -� NOTE: Refer to wall type 1 Sealant (07920} l NOTE: Refer to wall NOTE: Refer to wall type 1 for Siding (07460) ' : for additional information additional information , z type 1 for additional Air/moisture barrier over -°_ ; ' j' information M1 HHead Detail at Fixed Window and Siding M18 Head Detail at Fixed Window and Brick Detail exaggerated for clarity. exterior sheathing i 1/2 air space 1 Vinyl Window 1 3" = 1 �-0° 4„ M ( ) p g r - Sealant (07920) 0 1° 2" 4" 3" = 1'-0" 0 1,P 2„ M 07272 overlap flashin 1 i� �--1 I (08561 j 1" Rigid Insulation (07210) - - - - _- - - ----'----- �_._ - - Vinyl Window 1" Rigid Insulation (07210) ` ` \ / 1 Wil- Airlmoistl re barrier _-_ Y NOTE: Refer to wall type 1 a over ) u (08561 for additional information 1 -_ 1I,,' S/8 Gypsum exterior sheathing (07272 r 1 5/8" Exterior sheathing �� j, Board (09250) ' g ) ; .` I -- 2 x 6 wood studs 1 - re: structural (061 00) \ � / overlap flashing ^,L J J_ __ I NOTE: Refer to wall type 1 ;;{I �`` \ / 1 ' Corner bead Re: Structural Fiber Cement La Siding 07460 \ / 1 /\ 5/8 Exterior sheathing 1 1 j ; far additional information i _ _, P g ( ) i Batt insulation 07210 \ 1 09250 g drawings 06100 I __ 1 , a ( ) 5/8 Exterior sheathin g L ( ) - - -- - `1 ( ) / Rigid Insulation (07210) , ,- -- _1_ , -- Air,moisture barrier over re: structural (06100} rI I �ja, 1 _� Gvpsum board / 5/8"Gypsum ; P Vapor retarder 07210 - - _ __ _ i � \ , Air/moisture barrier over , -- - Fiber Cement La 5/8" exterior sheathin — -M =� �_ �--- _ `: t exterior sheathing (07272) p ( ) 1 returns at head Batt insulation (07210) �; r Board (09250) - ' t overlap flashing Lap g [ _ above 1 exterior sheathing I ; Siding (Q7460) (06100) ; -'11 ��� € P g 2 x 6 wood studs; Re: Structural drawings i Va or retarder 07210) Gypsum board Vapor ( __ -_ ___ _- (07272) overlap flashing 1 _..-._ , iI 7w k returns at head above 11 Batt insulation 07210 Wood sill (06202) I ( ) I - � - - Overhang sill min, 1" I 1 Vapor retarder 07210 i' ; I:i Cs 0 N M I !2 I3 Vinyl window (08561) — I Batt insulation (07210) Install 1" x 3" painted decorative profile wood trim around in wall PHP unit (06402) Coral over Wall base, refer to finish schedule (06402) 4 15 16 NOTE: Refer to wall type 1 for additional information H�19 I Sim ' S\ 4.041 (n io 0 Air/ Moisture barrier (07272) 518" Exterior sheathing (06100) 1" Rigid insulation 1,077210 - -- Floor 3- Av, 12'' - 4 314" a Rim board, Re: structural Mortar setting bed (04813) Thin brick soldier course (04813) Thin brick (04813) 7 18 19 110 111 Backer rod and sealant (07920) Cut to Course Steel swing doc Thin Brick (04813) (08110) _-_-.---------- Mortar setting bed (04813) 1" Rigid Insulation (07210) -- - Air/moisture barrier over exterior / sheathing (07272) overlap flashing 5/8" Exterior sheathing (06100) j Batt insulation (07210) 2 x 6 wood studs - -- - -- - --- - - Re: Structural drawings ,-------- Vapor retarder (07210) Sealant (07920) NOTE: Refer to wall type 1 for additional information Jamb Detail at Steel Door and Thin Brick 3" = 1'-0" Thin Brick (04813) Mortar setting bed (04813) 1 Rigid Insulation (07210) Air/moisture barrier over exterior sheathing (07272) overlap flashing 5/8" Exterior sheathing (06100) Batt insulation (07210) 0 1" 2" 4" 12 113 114 115 116 117 118 119 120 121 122 123 0 Batt insule (07; 6 x 8 wood header (06, Re: Structural draw 5/8" Exterior sheat (06' Sealant (07! lin Brick (04813) i Thin Brick (04813) //— Brick rowlock sill M13 I Head Detail at Thin Brick and Steel Door (048 13) below 3" = V-0" 0 1 „ 2„ 4„ Sealant (07920) NOTE: Refer to wall type 1 Vinyl window (08561 } for additional informstinn i Secure window with angle bracket (5120) 5/8`° Gypsum Board (09250) Vapor retarder (072' Corner bead (09250) Batt insulation (072 Gypsum board returns j NOTE: Refer to wall type 1 for additional information N1 =111 : 1 24 NOTE: Refer to wall type 1 for additional information 1" Rigid Insulation (07210) Vapor retarder (07210) Batt insulation (07210) Wood header Re: Structural 5/8" Gyp board returns at head (09250) Corner bead (09250) Sealant (07920) Vinyl window (08561) 5/8" Exterior Air/moisture barrier over sheathing (06100) exterior sheathing (07272) overlap flashing Air/moisture barrier over exterior sheathing (07272) Ij overlap flashing - Mortar setting bed (04813) Sheet metal flashing (04813) Mortar setting04813 bed ( ) 1" Rigid Insulation (07210) Wood sill (06402) --m--- Door and frame (08110) Sheet metal flashing M (04813) //— Brick rowlock sill M13 I Head Detail at Thin Brick and Steel Door (048 13) below 3" = V-0" 0 1 „ 2„ 4„ Sealant (07920) NOTE: Refer to wall type 1 Vinyl window (08561 } for additional informstinn i Secure window with angle bracket (5120) 5/8`° Gypsum Board (09250) Vapor retarder (072' Corner bead (09250) Batt insulation (072 Gypsum board returns j NOTE: Refer to wall type 1 for additional information N1 =111 : 1 24 NOTE: Refer to wall type 1 for additional information 1" Rigid Insulation (07210) Vapor retarder (07210) Batt insulation (07210) Wood header Re: Structural 5/8" Gyp board returns at head (09250) Corner bead (09250) Sealant (07920) Vinyl window (08561) 5/8" (2 layers) Gy . board ceiling, at head above g ( ) Metal Bracket 04700) 4_. ,Y K Re: Ian and finish schedule Sim Vapor retarder (07210) -- - 1" Rigid Insulation 07210 i f g M18 i exterior sheathing (07272) ; �, be Pan Flashing into winds P 54 04) - ovaria flashing!Construction adhesive (bracket opening, turn up at jambs. l P t Ali Framing, Re: Structural Wood header ..... i locations only) (04700) �� �i Fasten at sheathing (0481; Vinyl #indow (08561) Re: Re: Structural drawings - or retarder 07210 � Vapor P ) NOTE: Refer to wall type 1 l c / i r, Secure window with angle ; ; c ( Thru wall flashing w/ weeps 1 ` _ I ' Batt insulation (07210) J1 for additional information bracket 5120 ° ' 1 below brick sill (04813) ' I Detail at Thin Brick and PHP J7 Jamb Detail at Fixed Window and Thin Brick ( } 5/8" exterior Sheathing (06 44.02 1 1/2" = 1'-0" i J 0 2" 4" 8" 3" = 1'-0" 0 1" 2° 4° Corner bead (09250) �I I- 1" Rigid Insulation (07210) 2 3/4° Mortar setting bed (04813) i - Air/moisture barrier over — - exterior sheathing (07272) '-- _ 5/8" G board returns -.�� overlap flashing l x NOTE: Refer to wall type 1 Gyp l Mortar setting bed Sheet metal flashing C „ I for additional information at head (09250) j Vapor Retarder (07210) l ��_� (04813) (04813) H19 Sill Detail at Sliding Window and Thin Brick ' - - — - — Brick rowlock sill H �.,� �' Cut to Course (04813} below Vinyl window (08561) Sealant (07920) 44.04 3" = 1'-0" 0 11' 1 i Thin bra k (04813) Thin Brick (04813) - - --_ Batt insulation (07210) l f i Mortar setting bed (04813) Sealant (07920) Wall Base, refer to l 1" Rigid Insulation 07210 -� finish schedule (06402) i -� 5/8" Ex rior sheathing g ( )_ 1 Batt Insulation i (06100' Air/moisture barrier over G 3 Head Detail at Fixed Window and Thin Brick (07210) l - G 1 ; , 1 I exterior sheathing (07272) Siding ( 746 ) 44.02 3" = 1'-0.. l i overlap flashing �. _ 0 1„ 2" 4„ Floor 2 \ , \� Vinyl Window 5/sheathing - -- - -- Flashing (07620 )110' - $ 3/4" () Vinyl window (08561)re: structural (06100) I 5/8"Board ( ) Brick Soldier Course. cut / Batt insulation 07210 --- - -- Gypsum (09250} to course (04813) I � --� - 2 x 6 wood studs I, Secure window with angle I F Concrete Floor Topping 03532 \ I 44103 g _ Gypsum board ( ) Backer rod and sealant PP g ( ) Re: Structural drawings Yp bracket 5120 over Wood Subflooring (06100) / - ---- returns at head above 1 (07920) Floor 3 i ... . _ I Vapor retarder (07210) 2 x 4 Blocking as necessary to 1 121'- 4 3/4" Air / Moisture barrier (07272) I Overhang sill min. 1 Corner bead carry brick (04700) i 09250 � Masonry rowlock sill (04813) I �-� I L......... 12 ga. Corrugated Rim Board, Re: structural E7 Jamb Detail at Sliding Window and Thin Brick -- Metal Bracket (04700) Masonry Anchor (04813) co / I l44.02 = s Construction adhesive (bracket Air/moisture barrier over E 3" 1'-0" 0 1" 2" 4° I a - --- - ------ - -- locations only) (04700) - ' ------- -_-__- --__- .�� I exterior sheathing - Brick (04813} Vapor retarder (07210) Thru wall flashing w/ weeps (07272) overlap flashing It Exterior Gypsum l 1 \�' below brick sill (04813) Batt Insulation at joist end ��_�_ I iBoard (09250) I , (07210) �� j i I j Air/moisture barrier over 12 ga. Corrugated Masonry j Batt Insulation i 1/2" sealant (07950) j Thin Brick (04813) ! �� ' Q exterior sheathing (07272) �' \� 1 5/8" Anchor (04813) (07210) l ` j 5/8" Exterior sheathing (06100) _ _ , , ;____. _ _ ___ . overlap flashing ; l Mortar setting bed j D \ 6 12 a. Corrugated - 5/8 (2 layer) Gyp. Board ceiling, i g g `� ' (04813) Re: plan and finish schedule _ ,+ Masonry Anchor Mortar setting bed (04813) a ` 5/8 Exterior sheathing (06100) , -_� 12 ga. Corrugated r (04813) " ; i Thin Brick (0Masonry Anchor U) (Ds4813) (04813)Brick(048131" Rigid Insulation (07210) co Air/moisture barrier over - - ; -_ - ._ _ • _ _ ,� rr { 1" Rigid Insulation 1 exterior sheathing (07272) (07210) overlap flashing / Vapor retarder 07210 C-) C l �, -_, i P ( ) Batt insulation (07210) Air/moisture Barrier r Batt insulation (07210) j Brick (04813) i - 'I-- over Exterior o 0- Vapor Retarder (07210) I; ' l' 1 Rigid Insulation 07210 \� �, Sheathing (07272) o g ( ) I; l' overlap Flashing Wood header I `r' l :- ' 5/8" Exterior Re: Structural drawings Rigid Insulation NOTE: Refer to wall type 1 ;-., ;- y Sheet metal flashin 04813 (07210) for additional information , I Sheathing (06100} g ( ) �j j� Corner bead (09250) j Y ( ) l l Batt insulation Secure window with angle bracket (5120) 5/8" Exterior � ' -�- i � Sealant 07920 ��� NOTE: Refer to wall type 1 for I sheathing 06100 B , — 9( ) /- -- (07210) Vinyl window (08561) additional information ' NOTE: Refer to wall type 1 for additional information Al Brick and Thin Brick at Roof A7 Plan Detail - Corner of Thin & Typical King Brick A13 Sill Detail at Fixed Window and Thin Brick A19 Flashing Detail at Brick 6 A 44.02 3" = V-0" 0 1'" 2" 4" 31.06 1 1 /2" = V-0" 0 2,. 4,. 8„ 44.02 3" = 1'-0" ® 1., 2„ 4„ 44.01 3" = 1'-0" 0 2„ 4„ 8„ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 �o-z 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H G .N' } S T'S',ci�,r'�Qi,4�. _r K' AR11200135 �= NATE OF 17:07:59 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D A Drawn By Author Checked By JBT Details B ■ ---------------------------------- A Project Number: 2013.037 J Copyright 2013 44.03 I 3" = 1'-0" ..� I window (08561) 0 1` 4" .. NOTE: Refer to wall type 1Vin additional information � Sealant and backer Wood sill (06402) /8" Exterior sheathingr 7 2 rod (0 9 0) M D6100) `hin Brick (04813) Slope j t - Sill apron (06402) Aortar setting bed (04813) _ f 2 x 6 wood studs, Re: Stru Masonry rowlock sill (04813) = it/moisture barrier over j Extend through -wall flashir 5/8" (2 layers) Gy . board ceiling, at head above g ( ) Metal Bracket 04700) 4_. ,Y K Re: Ian and finish schedule Sim Vapor retarder (07210) -- - 1" Rigid Insulation 07210 i f g M18 i exterior sheathing (07272) ; �, be Pan Flashing into winds P 54 04) - ovaria flashing!Construction adhesive (bracket opening, turn up at jambs. l P t Ali Framing, Re: Structural Wood header ..... i locations only) (04700) �� �i Fasten at sheathing (0481; Vinyl #indow (08561) Re: Re: Structural drawings - or retarder 07210 � Vapor P ) NOTE: Refer to wall type 1 l c / i r, Secure window with angle ; ; c ( Thru wall flashing w/ weeps 1 ` _ I ' Batt insulation (07210) J1 for additional information bracket 5120 ° ' 1 below brick sill (04813) ' I Detail at Thin Brick and PHP J7 Jamb Detail at Fixed Window and Thin Brick ( } 5/8" exterior Sheathing (06 44.02 1 1/2" = 1'-0" i J 0 2" 4" 8" 3" = 1'-0" 0 1" 2° 4° Corner bead (09250) �I I- 1" Rigid Insulation (07210) 2 3/4° Mortar setting bed (04813) i - Air/moisture barrier over — - exterior sheathing (07272) '-- _ 5/8" G board returns -.�� overlap flashing l x NOTE: Refer to wall type 1 Gyp l Mortar setting bed Sheet metal flashing C „ I for additional information at head (09250) j Vapor Retarder (07210) l ��_� (04813) (04813) H19 Sill Detail at Sliding Window and Thin Brick ' - - — - — Brick rowlock sill H �.,� �' Cut to Course (04813} below Vinyl window (08561) Sealant (07920) 44.04 3" = 1'-0" 0 11' 1 i Thin bra k (04813) Thin Brick (04813) - - --_ Batt insulation (07210) l f i Mortar setting bed (04813) Sealant (07920) Wall Base, refer to l 1" Rigid Insulation 07210 -� finish schedule (06402) i -� 5/8" Ex rior sheathing g ( )_ 1 Batt Insulation i (06100' Air/moisture barrier over G 3 Head Detail at Fixed Window and Thin Brick (07210) l - G 1 ; , 1 I exterior sheathing (07272) Siding ( 746 ) 44.02 3" = 1'-0.. l i overlap flashing �. _ 0 1„ 2" 4„ Floor 2 \ , \� Vinyl Window 5/sheathing - -- - -- Flashing (07620 )110' - $ 3/4" () Vinyl window (08561)re: structural (06100) I 5/8"Board ( ) Brick Soldier Course. cut / Batt insulation 07210 --- - -- Gypsum (09250} to course (04813) I � --� - 2 x 6 wood studs I, Secure window with angle I F Concrete Floor Topping 03532 \ I 44103 g _ Gypsum board ( ) Backer rod and sealant PP g ( ) Re: Structural drawings Yp bracket 5120 over Wood Subflooring (06100) / - ---- returns at head above 1 (07920) Floor 3 i ... . _ I Vapor retarder (07210) 2 x 4 Blocking as necessary to 1 121'- 4 3/4" Air / Moisture barrier (07272) I Overhang sill min. 1 Corner bead carry brick (04700) i 09250 � Masonry rowlock sill (04813) I �-� I L......... 12 ga. Corrugated Rim Board, Re: structural E7 Jamb Detail at Sliding Window and Thin Brick -- Metal Bracket (04700) Masonry Anchor (04813) co / I l44.02 = s Construction adhesive (bracket Air/moisture barrier over E 3" 1'-0" 0 1" 2" 4° I a - --- - ------ - -- locations only) (04700) - ' ------- -_-__- --__- .�� I exterior sheathing - Brick (04813} Vapor retarder (07210) Thru wall flashing w/ weeps (07272) overlap flashing It Exterior Gypsum l 1 \�' below brick sill (04813) Batt Insulation at joist end ��_�_ I iBoard (09250) I , (07210) �� j i I j Air/moisture barrier over 12 ga. Corrugated Masonry j Batt Insulation i 1/2" sealant (07950) j Thin Brick (04813) ! �� ' Q exterior sheathing (07272) �' \� 1 5/8" Anchor (04813) (07210) l ` j 5/8" Exterior sheathing (06100) _ _ , , ;____. _ _ ___ . overlap flashing ; l Mortar setting bed j D \ 6 12 a. Corrugated - 5/8 (2 layer) Gyp. Board ceiling, i g g `� ' (04813) Re: plan and finish schedule _ ,+ Masonry Anchor Mortar setting bed (04813) a ` 5/8 Exterior sheathing (06100) , -_� 12 ga. Corrugated r (04813) " ; i Thin Brick (0Masonry Anchor U) (Ds4813) (04813)Brick(048131" Rigid Insulation (07210) co Air/moisture barrier over - - ; -_ - ._ _ • _ _ ,� rr { 1" Rigid Insulation 1 exterior sheathing (07272) (07210) overlap flashing / Vapor retarder 07210 C-) C l �, -_, i P ( ) Batt insulation (07210) Air/moisture Barrier r Batt insulation (07210) j Brick (04813) i - 'I-- over Exterior o 0- Vapor Retarder (07210) I; ' l' 1 Rigid Insulation 07210 \� �, Sheathing (07272) o g ( ) I; l' overlap Flashing Wood header I `r' l :- ' 5/8" Exterior Re: Structural drawings Rigid Insulation NOTE: Refer to wall type 1 ;-., ;- y Sheet metal flashin 04813 (07210) for additional information , I Sheathing (06100} g ( ) �j j� Corner bead (09250) j Y ( ) l l Batt insulation Secure window with angle bracket (5120) 5/8" Exterior � ' -�- i � Sealant 07920 ��� NOTE: Refer to wall type 1 for I sheathing 06100 B , — 9( ) /- -- (07210) Vinyl window (08561) additional information ' NOTE: Refer to wall type 1 for additional information Al Brick and Thin Brick at Roof A7 Plan Detail - Corner of Thin & Typical King Brick A13 Sill Detail at Fixed Window and Thin Brick A19 Flashing Detail at Brick 6 A 44.02 3" = V-0" 0 1'" 2" 4" 31.06 1 1 /2" = V-0" 0 2,. 4,. 8„ 44.02 3" = 1'-0" ® 1., 2„ 4„ 44.01 3" = 1'-0" 0 2„ 4„ 8„ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 0 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 �o-z 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H G .N' } S T'S',ci�,r'�Qi,4�. _r K' AR11200135 �= NATE OF 17:07:59 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D A Drawn By Author Checked By JBT Details B ■ ---------------------------------- A Project Number: 2013.037 J Copyright 2013 CO 0 m i E Cz U t U Q W m 0 0 N n. o I Y CD 0 CD E2 CD Z) `1 0 Batt insulation (07210) 1 '+ 5 1 6 7 1 8 1 9 1 10 , 11 3 5/8" Gyp board (09250) Corner bead (09250) Vinyl window (08561) ~` ` Automatic entrance Secure window with angle door (08460) O.C. (05500) t� Soffit PSL Header 5/8" Gypsum bracket (5120) (09250) L14 Soffit Detail at Coffer Ceiling Backer rod and 1" Rigid Insulation 1 5/8" Metal stud at Wood sill (06402) _ RE: Structural ! - �- M I'J sealant 7 t o 92a ( ) (07210) r 16" O.C. (05500) Masonry rowlock 7 5/8 Exterior R sill (04813) sheathing (06100) ' f NOTE: Refer to Wall Type 1 for ,` , --,� Brick (04813) Resilient chanels additional information 15/8" Metal i -� " " Thru wall flashing (05500) V,- --' w/ weeps below Air/moisture barrier over , 2x Wood framing ' \ .. ' brick sill (07260) exterior sheathing (07272) Re: Structural, overlap flashing a, 1 Q Vapor retarder 07210 p ( ) i �\ _=�\ t. 12 ga. Corrugated Masonry _J �, - t � Anchor Air/moisture barrier over exterior `. (04813) v sheathing (07272) overlap flashing i \ i�-- 1 Grout full below o / 5/8" Exterior sheathing (06100) / flashing (04813) U m 1-1/2�� airspace -- ,, - , _� - - Brick (04813) 0 P _ f �, ,x\- Gypsum (09250) � 1" Rigid Insulation (07210) / � Weep (04813) Wee p ( 04813 ) Wall base, refer to finish 1 :; ceiling plans - Through wall Sheet metal flashing schedule (06402) 1 ,`,, flashing (07260) (07620) _ Batt insulation (07210) - - ,f- Patio slab and foundation Steel Angle 5/8" Gypsum (09250) ,Q ° 71-1111 .- e' Structural Sealant( 792 ) 0 0 'd - - - a _.d 0 g• . d d �j eCompressible filler and - S_o_ffit . :° °- , °. d 'a a.a , ,.d •. < d� ealant (07920) NOTE: Refer w II1 for B ° a 44 d , _ �. ' °.` a ° 4_a . ° 0..,m" e •�-,' - addit onal information 4 d °. 4 °° a Varies (RE. Reflected Ceiling Plans) Detail exaggerated for clarity. agge ° (09250) Corner bead (09250) M A19 Soffit Detail - Gypsum Ceiling to Gypsum Ceiling d i 1 1/2" = V-0" 0 2„ 4„ 81, A 1R — 1 71 nn ° ,a L1 Sill Detail at Fixed Window and Brick L8 Exterior Head Detail at Automatic Door L 311 = 1 1-011 0 1 „ 2" 433 44.02 3" = 11-011 0 1., 2„ Q., Brick veneer (04813) 1 1/2" airspace 1" Rigid Insulation (07210) Air/moisture barrier over exterior sheathing (07272) overlap flashing a 5/8" Exterior sheathing re: structural (06100) Batt insulation (07210) 2 x 6 wood studs Re: Structural drawings Vapor retarder (07210) 5/8" Gyp board (09250) Corner bead (09250) NOTE: Refer to wall type 1 for additional information F1 Exterior Jamb Detail at Automatic Door 44.02 3" = V-101" 0 1 „ 2„ 4„ Brick Beyond Automatic Entrance 2 layers gypsum - F._._. sliding door (08460) board over structure -' 'r n (09250) Above ceiling ductwork I , I and equipment; Re: Mechanical Slab and foundation ---- Ii Re: Structural ___ f - °d d 2" Transition Trim —� -�- - � �•e,_ ° a `d (09511) dCompressible filler a « ���• ° f a. and sealant (07920) �. a • ° 4 a - . 'd -T ° ACT Ceiling d ° i -- , OII , b n6 A ACT Ceiling .a ° 9 �, d C I� minimum,- d 7 -10"------- insulation (07210) _ - -4 d ° d ° d d ° 9 Automatic entrance door (08460) 2 x 6 wood studs - Re: Structural drawings 1 � 5/8" Gyp board (09250) Corner bead (09250) NOTE: Refer to wall type 513 for additional information Interior Jamb Detail at Automatic Door 311 = 1 1-011 0 1,. 211 4" Accoustical ceiling panel (09511) Al Sill Detail at Automatic Door A5 Soffit Detail at Kitchen 44.02 3" = V-101" 0 1 „ 2„ 4^ 35.01 1 1/2" = V-0" 0 2" 4" 8" 1 1 2 1 3 4 5 6 1 7 8 12 13 15 116 117 118 119 120 121 122 123 124 Vapor retarder (07210) Batt insulation (07210) Wood header Re: Structural drawings 5/8" Gyp board (09250) Corner bead (09250) Sealant (07920) ~` ` Automatic entrance 15/8" Metal stud at 16" door (08460) O.C. (05500) t� Soffit PSL Header 5/8" Gypsum (09250) L14 Soffit Detail at Coffer Ceiling NOTE: Refer to wail type 5B tnr additional information PSL header Re: Structural drawings 5/8" Gyp board (09250) Corner bead (09250) Sealant (07920) Automatic entrance door (08460) A10 Interior Head Detail at Automatic Door 44.02 3" = V-0" 0 111 2„ 4„ 9 10 1 11 1 12 13 1 1/2" = V-101" 0 2" 4" $" 3 5/8" Clear I I Door it Re: Door Schedule, I Sheet 58.02 Magnetic Holder (08096) h II Wood i -\ i reinforcing I (06100) � i I - / Wall Type 2 verify with plan (09250) \ F14 Detail at Magnetic Holder 3" = V-0" 0 1" 2" 4" ka"JI111l UGC!U (09250) A14 Soffit Detail at Lowered Soffit 1 1/2" = V-011 0 2" 4" 81, 14 1. I 1t; 1 17 '+ vv,UV VVUVU (11111 6E'::IiUIi tVo'+V4) NOTE: Coffered ceilings at main entries do not receive this trim section (RE: A14/35.01) Floor joist varies RE: Structural Varies 1 RE: Reflected ceiling plans) Wall type varies RE: Plans - ..- ------------------- 5/8" Gypsum (09250) \, Varies (RE: Reflected Ceiling Plans) 19 Soffit detail at ACT and Gypsum Board 1.01 1 1/2" = V-0" 0 2„ 4„ 8., Floor joist varies RE: Structural sim nn�m IP Ti 1 Floor joist Q RE: Structural Resilient chanels (05500) 1 5/8" Metal stud at F 16" O.C. (05500) Ceiling &--� 9' -Oil o 8'1 6 - 6" n Crown molding (06402) Corner bead (09250) IN IL K 1 5/8" Metal stud at 16" O.C. (05500) 5/8" Gypsum (09250) A.C.T. Metal track (09511) 4coustical ceiling Danel (09511) H ACT Ceiling t� -8' - 2' C7 Soffit*� 71 - g11 Corner bead (09250) G *NOTE: Lowered soffits over reception and care desk at 8'-6" Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 ��11 EEI s 816 421 8200 phone 816 421 1262 fax I`r design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f GE B/l��,i S T Q AR11200135 STATE OF DIA oin.. C U 17:08:36 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS Checked By JBT ------------- Details ■ Project Number: 2013.037 oc Copyright 2013 I - --- --- PSL Header 1 5/8" Metal stud at RE: Structural ! 16" O.C. (05500) D Resilient chanels 15/8" Metal i (05500) stud at 16" O.C. (05500) 5/8" Gypsum J\-' (09250) 2 layers of 1/2" C Varies Gypsum (09250) RE: Reflected ceiling plans l\ Soffit _ \ 5/8" Gypsum (09250) 71-1111 Wall type varies RE: Plans - - - S_o_ffit Lower Soffit5/8'° Gypsum 7' -11"� B 71 - 611- (09250)-- - Corner bead Varies (RE. Reflected Ceiling Plans) (09250) Corner bead (09250) A19 Soffit Detail - Gypsum Ceiling to Gypsum Ceiling 35.01 1 1/2" = V-0" 0 2„ 4„ 81, A 1R 1Q on 1 71 nn Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte Kansas City, MO 64105 ��11 EEI s 816 421 8200 phone 816 421 1262 fax I`r design with insight.com Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f GE B/l��,i S T Q AR11200135 STATE OF DIA oin.. C U 17:08:36 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS Checked By JBT ------------- Details ■ Project Number: 2013.037 oc Copyright 2013 X 4 Vinyl window (08561) 1 - 1" Rigid Insulation (07210) - Batt insulation (07210) - Install 1" x 3" painted decorative profile wood trim around in wall PHP unit (06402) In wall PHP unit, Re: Mechanical !: 0 7 18 I9 110 E19 Sim 54.0 Vinyl window (08561) 3I, �- 5/8" Exterior sheathing (06100) Batt insulation (07210) -- (MS, 1" Rigid Insulation (07210) Install 1" x 3" painted decorative profile wood trim around in wall 11 1 12 Vapor retarder (07210) 13 1 14 1 15 1 16 1 17 1 18 1 19 I Vinyl window (08561) Secure window with angle bracket (5120) 1" Rigid Insulation (07210) Sealant (07920) Corner bead (09250) Sheet metal flashing (04$13) Wood header Re: Structural \,4 1" Rigid Insulation (07210) / Air/moisture barrier over exterior sheathing Batt insulation (07210) (07272) overlap flashing r Vapor retarder (07210) I Thin brick (04813) r ois ure barrier over exterior 5/8, Exterior sheathing (06100) Rhin g ) overlap flashing ,_� Mortar settingbed < - - - - - �Mj rtar tting bed (04813) (04813) 'Mss `_. 4 AA4 - _ Brick (04813) In brick (04813) ' " 112" Fiber Cement- ! Brick (04813) = ( )-Wall base, refer to -=��`�''� finish schedule Thin brick corner loco P Trim 07460 x---- -- J `� f p NOTE: Refer to wall type 1 Wall base, refer to finish 06402) Re: manufacturer (04813) "� ;- NOTE: Refer to wall type 1 - f 7 - -- ---- - :or additional information schedule (06402) t - _ _ . for additional information Concrete Floor Topping over 2si W subfloaring(03532); Ns Plan Detail at Inner Corner of Thin Brick �_� N14 Plan detail at Outer Corner of Thin Brick Concret Slab FI or 2 E "" _ "" _ "" N ; a r 31.06 1 1/2 1 -0' 31.06 1 1/2 1 -0 --- .O11 Floor orO 5/8" Exterior u. Detail exaggerated for clarity sheathing (06100) I ° Wall width plus 1/2 overhang each side ° Brick (04813) Eased corner ° 1 1/2" airspace s' —� I ! _ typical Slo e Fiber Cement Lap Siding (07460) M ° 1 rigid insulation (07210) € 1 i ° TO Eave at 3 Story A19 Sim ' I Batt insulation at _ _ 1 - 1i Balcon> -E T 54.04 i joist end(07210) _ - ° - 133'- 1 Drip edge M I °. —777 77 Rim board Re: structural S - _ beet Metal Flashing {07620) N - - Sheet Metal , " � 1°Fiber Cement L t a TJI, Re: structural � "�" �` ""� ® � "'� �, . -�- I , ` ` + 1 : 1 1 Board (07460) Flashing (07620} ,- J19 Sim, a r`I-- A6 z ° I , t e Air/moisture barrier over exterior ` 1'° (2 layer) Gyp. board .'_ _ 54.03 i" i Air/moisture barrier over + s 54.02 I ceilin 09250 \ ° g ( ) \ i sheathing (07272) overlap flashing exterior sheathing07272 l ° °� overly flashing ° Air /moisture barrier over _ ° � � o .a I � ; <� °g _ Prefinished Sheet Metal Flashing p g ° exterior sheathing07272 CO �- ° ( ) - n --Foundation and footing, i i (07620)TO Eave at 3 Story 1" Rigid Insulation (07210) t a Re: structural 1 = ° v C. overlap lashing �- K---------r-,- _ .. - -- r- Roof -high ° Steel angle -I '� - j �- ------ " -5l8 exterior sheathing (06100) - / 132'-1 1/2' Thin Brick soldier course 04813 I Vinyl window (08561} t_ _ � { ) Fiber Cement Lap Siding NOTE: Refer to wall type 1 Air/moisture barrier over exterior (07460) NOTE: Refer to wall type 1 for additional information sheathing (07272) overlap flashing J1 Detail at Siding and PHP for additional information J5 Detail at Brick and PHP < _ J14 Detail at Sidingand Parapet Ca . 1" Rigid Insulation (07210) p p J 44.01 1 1 /2 - 1 -0 - 0 2" 4" 81, - -- 44.01 1 1/2" - 1 -0 1> 3" = 1 '-0" "" 0 2° 4" 8" \ - Vapor retarder (07210) 0 1" 2" 4" 2'- 8 1/2"" 5/8" exterior sheathing (06100) Detail exaggerated for clarity Batt insulation (07210) Wall widthlus 1/2"° overhang each side --- Eased -- 7 Prefinished Sheet Metal p g corners, - __ _- ---- Cap Flashing (07710) _�G Thin Brick (04813) --- ----------- typical Sloe —.. I (- H NOTE Refer to wall type 1 e 2 x 4 wood studs Re: Structural Thin Brick (04813) —' G 1 3/4" Air/moisture Barrier over exterior sheathing (07272) overlap flashing F 5/8" Exterior Sheathing (06100) Mortar setting bed (04813) L Thin Brick Soldier — Course (04813) D rn 5/8" Exterior Sheathing (06100) 2'-1 3/4" Z' Sealant and E Backer Rod 1/2" Fiber Cement � CZ 0Soffit (07460) EC (07920) - __.___ _ ._._._._ _.__._._._._._._ .___ _ _.__ ............. �- Fiber Cement Lap Siding C(07460) co 0 co C:) Door and frame B (08110) U a) .- ....... ._ ___._._-_._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.__._._._._._._. 0 rn .a Al Onamental Chimney Detail cv A L 4201 1 1 1/2" = 1 -0" p 1 "; 2" 4„ 1 2 3 4 5 Air/moisture Barrier over exterior sheathing (07272) overlap flashing Thin Brick (04813) Mortar setting bed (04813) KM1151;111111M As halt Shingles p g L (07311) ---- Felt underlayment (07322) p Roof Sheathing (06100); Re: Structural A14 44.03 fWood Truss (Re: Structural) ZU/ 1" Rigid Insulation (07210) N19 6 17 18 Z, - for additional information _ : _ Drip edge -------- _------, Top of Thin Brick J- Sh tM 3" = V-0" ee e a ; 0 Mortar setting bed �I.. --- 0 1 2" 4" ---� Flashing (07620) 0 Cf) ° a 0 m Siding (07460) 5/8" Exterior Sheathing (06100) 2'-1 3/4" Z' Sealant and E Backer Rod 1/2" Fiber Cement � CZ 0Soffit (07460) EC (07920) - __.___ _ ._._._._ _.__._._._._._._ .___ _ _.__ ............. �- Fiber Cement Lap Siding C(07460) co 0 co C:) Door and frame B (08110) U a) .- ....... ._ ___._._-_._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.__._._._._._._. 0 rn .a Al Onamental Chimney Detail cv A L 4201 1 1 1/2" = 1 -0" p 1 "; 2" 4„ 1 2 3 4 5 Air/moisture Barrier over exterior sheathing (07272) overlap flashing Thin Brick (04813) Mortar setting bed (04813) KM1151;111111M As halt Shingles p g L (07311) ---- Felt underlayment (07322) p Roof Sheathing (06100); Re: Structural A14 44.03 fWood Truss (Re: Structural) ZU/ 1" Rigid Insulation (07210) N19 6 17 18 Z, - for additional information _ : _ Drip edge -------- _------, Top of Thin Brick J- Sh tM 3" = V-0" A9 Detail at Horizontal Trim 44.02 3" = 1-0" 0 1 " 2" 4" 9 1 10 1 11 1 12 13 oils exterior sheathing (06100) Fiber Cement Lap Siding (07460) A14 Detail at Parapet Cap and Brick 44.04 3" = 1'-0" 0 1" 2" 4", 14 1 15 1 16 1 17 1 18 20 21 22 23 elation ' ' Thin Brick (04813) ° ee e a ; (07210) Mortar setting bed �I.. --- 0 1 2" 4" ---� Flashing (07620) (08110) ° ° Fiber Cement Lap Air/moisture barrier over Siding (07460) N ' l L exterior sheathing (07272) Sheathing (06100) Air -moisture Barrier ° over exterior overlap flashing sheathing (07272) Thine Brick corner piece ;b Sealant and backer Re: manufacturer (04813) it I I 1" Rigid Insulation (07210) 54.06 1 1 l2°' .� 1 0, �..,....�....�....a-Z' a„ �.._.�._„ #-- I Vapor retarder (07210) l Thin Brick (04813) f- }- ° Fiber Cement Lap Siding (07460) Mortar setting (04813) ° - -- Floor 3 -.-....._.1_.. ° - 4 3%4° 5/8" exterior sheathing (06100) ,' Sheet Metal Flashing (07620} Fiber Cement Lap Siding (07460) 1" Fiber Cement E14 Detail at Thin Brick and Parapet Cap Board (07460) 54.09 311 = 1'-0°` 0 1." 2„ 4," Air/moisture barrier Over exterior ----------------------------------- - 3F °' sheathing (07272) overlap flashing Detail exaggerated for clarity Prefinished Sheet Metal Wall width plus 1/2" overhang each side Flashing (07620) Eased corners, typical Sloe ------.._ ' Seal around penetrations Air/moisture barrier over exterior in flashing (07920) sheathing (07272) overlap flashing - Drip edge ` - % 1" Rigid Insulation (07210) Weep vents at 36" O.C. r,. 5/8" exterior sheathing (06100) 4 1 max. 83 0 - -_ Stainless steel flashing, Batt insulation (07210) slope (1) brick course to I' prevent water ponding I Thin Brick 04813 ( ) under cast stone (07620) .... - Air/moisture barrier over r- I, wood sheathing (07272) NOTE: Refer to wall type 1 1" Rigid In for additional information (0721®) Brick Veneer (04813) A9 Detail at Horizontal Trim 44.02 3" = 1-0" 0 1 " 2" 4" 9 1 10 1 11 1 12 13 oils exterior sheathing (06100) Fiber Cement Lap Siding (07460) A14 Detail at Parapet Cap and Brick 44.04 3" = 1'-0" 0 1" 2" 4", 14 1 15 1 16 1 17 1 18 20 21 22 23 elation ' ' Thin Brick (04813) ° -'y- 1" Rigid Ins ; (07210) Mortar setting bed �I.. Door and frame -- 04813) - (08110) ° Fiber Cement Lap N 61/211 Siding (07460) N ' l 5/8" Exterior Sheathing (06100) Air -moisture Barrier ° over exterior sheathing (07272) Thine Brick corner piece ;b Sealant and backer Re: manufacturer (04813) rod(07920) N19 Ornamental Chimney At Door Detail 54.06 1 1 l2°' .� 1 0, �..,....�....�....a-Z' a„ �.._.�._„ Caulk Pipe Flashing Clamping Ring Sealing Mastic Sealant & Tape 24 Round Pipe Penetration Roof Membrane (EPDM or Asphalt Roof Tiles) Pre -molded Peel & Stick Pipe Boot Anchor Disc and Accetable Fastner (Min. 4 Per Pipe) Rigid Roof Insulation (07210) 1 the flanges from adjacent pipe flashings. A19 Detail at Typical Roof Penetration 3/8" = 1 '-0" 0 8", 14", 2'8" 19 20 1 21 1 22 1 23 1 24 Carmel Senior Living IV SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City. Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f H 111111k111111111/// G'`\r� S TRI`'`.-, <� AR11200135 = STATE OF 17:08:15 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D A Drawn By Author Checked By JBT Details B ■ A Project Number: 2013.037 0C Copyright 2013 2 G) E Cz v U CL W M 0 M 0 0 Cn CD cu CAD a a� .y A 1 2 3 4 5 1 6 7 1 8 1 9 1 10 1 11 12 13 14 1 15 1 16 1 17 1 18 19 1 20 1 21 1 22 1 23 1 24 Expansion Joint Expansion Joint EJ2 (07950) 1 1/2" Carpet Expansion Joint Extend Waterproofing �\ Membrane (07141) behind `'\ r- Fire blanket (07950) RE: Finish schedule EJ5 (sion ) 2 -Hour floor assembly, 1 -Hour floor assembly. curb flange flashing „ 314 Substrate (06100) R a Re: Al/00.10 F Re: M20/00.07 Waterproofing membrane (07141) i-; R Decking (RE: Structural)NOTE: Mechanical wells receive •• d- .< x - full adhered APP 07551) 2x Y - - Wo joists 'o sts RE: Fire blanket(07950) Structural , 2 4 Blocking, as needed l- :1 a � (06100) Qa I ° •,..• ., i 1 0)Rigid roof insulation(072 Decking RE: Structural5/8" Gypsum (09250) Accoustical ceiling7Expansionjoint! r � EJ5 (07950) layers of 5/8 sum board, ipane) (09511) Blocking per structural. 16 1 Wal! Type 7A; e Fire blanket I e with firestopping each side w _ Re: Al/00.06 Pop rivet attaches (07950) TJI Joists RE: Structural /P P `, ; joint seal to metal T / I t NOTE. Refer to typical 1 hour I 1 floor/ceiling assembly forAccoustical ceiling Expansion Joint EJ6 '.. .,1 metal T (09511) (07950) 1 1/2" more information (M20/00,08)117 t Exanin . p so Jin t :4. N Expansion Joint Detail at Corridor Ceiling - _- _ - 5/8" Gypsum (09250) --�-' , ._. -- _ _ -.- `k` N i 34.02 1 1/2" - -0�0 2.4.$ Wall type 7A RE: Al/00,06 Wall type e 4 RE : Al/00-05 �aype a. N I \� x Re: A1/00.04 V 9 ' � ��-, Wall type 2 Expansion Joint EJ3 (07950) RE: f- A6/00.04 La -in Ceiling (09511)Vapor retarder (07210) Lay -in Ceiling (09511) Fire blanket 007950 Resilient r e t chane) 0 _ 5500 Wall type 7A. Re.� � Wall type 4. Re. J10100.05 I .f 5/8" Gypsum (09250) � Expansion Joint Detail i�atFlat I t R of.M19 , ' _ M �- __ - ___ -_, i _ '- 32.01 1 1/2" = 1' 0" 2„ M �� 4. \ `- ire blanket (07950) Wall type 5; Re, ��` `� - --- ---- ------ T Expansion Int E 795 } j _ N Expa Jo' J3 (0 0 A 16100.05 / - F ire -rated door and frame (08110). I L Wall t e 46 RE: Al Re. Door Schedule ) Asphalt shingles (07311 -; -_� - --- Expansion Joint L YP /00 05 Wall type 5A77. EJ1 (07950) Wall type 5A RE: A16/00.05 RE: A16/00.05 T Decking, Re: Structural ` Grommeted roofing nails Wall type 4 RE: A1/00.05 1 1/2" Expansion Joint g, M g.. ° i -� at 8 O.C. starting 1 from g p (l each end of curb Blocking per structural. 2' K7 Ex ansion Joint Detail at Interior Wall K13 Ex ansion Joint Detail at I 1 layers of 5/8" gypsum board,:. ,i p p to12 �. each with fires Fire blanket ( 795 ) 0 0 :� �. ,. -" . - �--- e side w' topping K 31.07 1 1 /2" = 1 '-0° '-, 0 2.. 4., B.' 35.01 1 1 /2" = 1 ' 0" 0 2., 4,. B„ � K -------- -- - --- - ---- -- ----- ----- - ---- _ - ------ -- - - ----------- --------------- - ------------- -- --- --------------------------------------------------- - --- ---- ----- - ---- Roof truss, Re: Structural Expansion JDint EJ9 (07950) Wall type 4 RE: A1/00.05 xpansion Joint _ -~ - Wali type 46 RE: I', � folded to fit as shown 1 1/2" E Yp Batt insulation 07210 ^' --- NOTE: Refer to typical 1 F I = Brick (04813) Al/00,05 ( ) Resilient channel (05500) `� r� ' ��� hour roof assembly Al/00.08 ' Air/moisture barrier over exterior CMU RE: Structural CMU Hfor more information Header RE: Structural 5/8" sheathing (07272) overlap flashing Gypsum ( ) � 5/8 Gypsum 09250 � ' �„-,, � � ____ G sum 09250 _ _ �• J / YP ( ) a . ._ _ _ Wall type 7A RE. Al/00.06 RE. Reflected ceiling plan 1 Rigid insulation (07210) o J 5/8" Exterior sheathing (06100) E , a k r Wall Type 4 Re: A1/00.05 °C !I T 7A R : A1/ 06 Rated door f rame 11 Wall e e 00 08 0 a c ' i / ` , y X Wall type 7A RE: Al/00.06Va or retarder 07210 Fire blanket (07950} > H ' - Wall Type 1 Re: Al/00,04 1 Expansion Joint EJ3 (07950) Yp H lti Fire blanket (07950) 1 1/2" Expansion joint / Corner bead (09250) r. Wall type 4 RE: A1/00.05 RE: Structural i - Rated door frame (08110) ,� � Corner bead (09250 ) Wall type 4B RE: Al/00.05 7 5/8" Gypsum (09250) G19 Expansion Joint Detail at Sloped Roof i G 1. 0.1 Expansion Joint EJ3 (07950) 2 x 6 Wood studs create fur - 1 out for magnetic door catch 32.01 1 1/2" = 1'-0" 0 2° 4° s° G Wood header RE: Structural level 1 corridor only) Asphalt shingles i Corner bead (09250) (07311) ' I c F1 Expansion Joint Detail at Exterior Brick Corner F7 Expansion Joint Detail at Door Head F13 Expansion Joint Detail at Interior Wall 31.02 3" = 1 '-0" 0 1 „ 2° 4" 35.01 3" = 1 '-0" 0 1 " 2" 4" --- 31.02 1 1/2" = 1'-0" 0 2 4 8 _ _ „ „ " Sealant (07920) Sealant (07920) RE�Structuhag Fiber Cement Trim (07460) Expansion joint Fiber Cement Trim (07460) Fiber cement soffit Sealant at 1/8" gap (07920) EJ8 (07950) Sealant at 1l8" gap (07920) (07460) Brick veneer (04813) Brick veneer 04813 Fiber Cement La Siding ( ) / 07460 p g 1 Rigid Insulation 5 1/4" Fiber Cement Lap Siding 5 1/4" , 1"' Rigid Insulation 1" Rigid Insulation ( ) (07210) (07460) / 1" Rigid insulation E (07210) (07210)(07210) Air moisture barrier over :- , '' •'. S . . Flashed vent assembly Air/moisture barrier over Air/moisture barrier over �' _ exterior sheathing - 2 x 6 09220 exterior sheathing- ' ?.: j. _ .. exterior sheathing `.--y : ..,_ r, - t (07272) overlap flashing Re: 12/77.01 ( ) (07272) overlap flashing Board and Batten Fiber (07272) overlap flashing 5/8 Exterior / Cement Siding (07460) 5/8" Exterior �1 �� �� j 1 /� / `� ,� '�� j� sheathing (06100) �� Double truss Expansion Joint 5/8 Exterior , sheathing (06100) % � / ` \ / Re: Structural p D � / j ,;� � EV 07950 sheathing 0610 \ ( ) 0 % g( ) `�� �. � Asphalt shingles D (07311) Q ,>< Vapor retarder - j (07210) is , _ ;•I _ r, Fire blanket 07950 �� Fire blanket Fire blanket ✓ Vapor retarder / ( ) Vapor retarder (07210) �/ C p I I \ (07950) (07950) Decking Re: 0721 ! Expansion Joint j `\ ( 0)Expansion Joint , Structural EJ8 (07950) �' j --� EJ8 (07950) ��� v ,•j Double truss Re: Structural l Wall type varies � �. , I Fire blanket 07950 Re: Sheets 31.01-31.10 Wall type vanes 1 �% }�� Wall type varies ( ) 3 F'•. j Re: Sheets 31.01-31.10 ! Re: Sheets 31.01-31,10 B 1 1/2 Expansion Joint 1 1/2 Expansion Joint 1 1/2 Expansion Joint 1 1/2 Expansion Joint Al Expansion Joint Detail at Exterior Brick A7 Expansion joint detail at Brick and Siding A13 Expansion Joint Detail at Siding A19 Expansion Joint Detail at Sloped Roof and Wall q 31.02 3" = V-0" 0 1 " 2" 4" 31.04 3" = 1'-0" 0 1 " 2" 4" 31.06 3" = 1'-0" 0 1° 2" 4" 32.01 3" = 1'-0" 0 1" 2" 4" A 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 11 12 13 1 14 1 15 1 16 1 17 1 18 19 20 21 122 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 $16.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317,843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f i AR11200135w STATE OF 17:10:56 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By Author Checked By JBT Details ■ Project Number: 2013.037 Copyright 2013 U) 0 m I E E U a> ti m 0 co 0 0 aD 0 Cn 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15 1 16 1 17 18 1 19 1 20 21 22 1 23 1 24 9" Asphalt Shingle Roof Felt Underlayment (07311) 4 1/2" 41/211 (07311)14 /// 1'- 2 1/2" 3/4" exterior sheathing 1'- 0 3/4 j Metal Flashing ' " -- -- (06100) -- Brick 04813 I Sheathing (06100) ��' (07311) -_ 7 1/4 7 1/4 Precast Concrete Sill Equal Equal ( ) Re: Structural j I, f R � ' (04720) with brick below 3/4" Fiber Cement R ---------- ------ ------ - 11" Fiber cement column -- -------- 1 fiber cement board _____.- Fascia Board (07460 - --- 5 1 /2" 5 1 /2.. ) (07460) I surround (07460) 6x6 Wood Post (06730) j r Re; Structural 3/4" Sheathing (06100) 6x6 wood column, 3/4" exterior sheathing 6x6 Wood Post (06100) _ �, g CD Re: Structural refer to structural (06 00) j T_ -- ___ __-_-__ Wood Truss -''"� T s Re Structural Z flashing and fiber TVO •.; Sawcut Joint to Provide Al Re: Structural2 1/2"4" 2 1/2"cement board belowZ 1" fiber cement board Al i'\ Void Around Column, Seai54.08]Q (07460 �— _ _ ) 54.08 Sheathing (06100) ` \5 `°' ' ! Re: Structural _ d N 2x Wood Framing (06100) -- 1/2 expansion jt, at wall j 6x6" wood column, T a Re: Structural I with backer rod and g r Re: Structural town Insulation I i I I 1/4'° 1/4" sealant (07920) (07210) - 1/2" Fiber Cement .I • • � ' Soffit with vent areas P1 Detail - Column Wrap at Balcony , 2x wood blocking ( �: / %�'� / { 1 _4 (0741 60) (06 100) )� 1 ` �Batt insulation �- p 44.03 1 1/2" = V-0" 0 2" 4" 8„ � � / � � � � �/76 _._ (07210) _ P Sealant (07920) 1 — Brick (04813) 1" Rigid Insulation (07210) Cast stone `'2 o e cap (047_0)-------�� Air/Moisture Barrier 7 1/4" 71/4" Face of brick below cap N5 Detail - Column Wrap at Balcony N10 I Typical Capstone Detail at Engaged Timber Post N15 Typical Detail at Engaged Timber Post N19 Detail at Save -- (07272) N _ 31.03 1 1 /2" = 1 '-0" 0 2„ 4° s„ 44.02 1 1 /2" = 1 °-0" -- N 1'° fiber cement board 54.08 1/2'° = 1 "-0" �`�--��' � 1 1/2° 1' 0° - _ -. __ (07460) t7 4., s„ _ _ 0 2., 4„ s., _ 0 --- .._ ..--- -- --- v 6x6 timber post; refer try structural I i ��-� Asphalt shingles (07311) I I I I 1'-0 3/4" � Timber beam; Re: Structural - - Fels underlayment (07311) Roof sheathing, Re: structural Brick (04813) \ { : Roof truss; refer to structural g Equal Equal -- --+ - -- ---.�.-_-t ------ __._._._._ ._�__: 2x wood framing (06100) ''� -" Prefinished flashing (07620) - - --- ---------- - --- - M 2x8 (06100); refer to structural M ,... . '. �� ; � ' � = r 6x6 Wood Post � � 1/2 plywood (06100) `� � � � (06100). ''' plywood ( ) ' w / Re: Structural x 3/4 I wood 06100 F ibe r cement fascia 07460 Ll Detail at Timber Post and Stone Cap _ 54.os ( ) 2x4 wood blocking and p Fiber cement board 07460 ! __ `` , sheathing (06100) L � I I Ob460ement with vent areas Sealant (07920) ( ) w \ �` V-0 3/4" 5/8" sheathing (06100) I I F 1'�i i Equal Equal Brick (04$13) K5 Typical Detail at Timber POSt 54.08 i i �- Air/moisture barrier (07272) < 6x6 Wood Post 06100. 31.02 1 1 /2 1 -0 ___._._._._ _.-_ __._._� K ( ) = 0 2° 4° 8° �_ ``- Shingle siding (07460) 2 1/2" 4" 2 1/2" Roof sheathing, refer to structural Re: Structural -- -_____ - --__-_ _______ __----_____ ___ -- ----_______ _______-- ------ Z flashing (07460) g" �I O co w 1" Fiber cement board (07460) Blown �n ulation (07210); �\ C::, Al -- Assembly to h� e minimum R38 - '� T 54.08 6x6 Timber column (06100) LU 74 Z flashing (07460) a ,•�' !! 1/2 Fiber cement board 0 60 - 1" Fiber cement board 07460 ! _ J ( ) )' Z flashing (07460) - - - - - - --- N5 - -- �;- Decorative bracket; Al / 54.10 I 1" Fiber cement board (07460) Painted wrought iron railing assembly 54.08 J co ! -- J Flashing 07620) (05721) i - 11" 1" Fiber cement board (07460)- ----""`� Sim - - - ;- - ' - _ - ____ '_�--2x4 woad framin _ 0.6100 __ ____ E20 �� Cast stone cap (04720) �� 1011 Guardrail to comply with IBC, .r - � 1, � � � 6 1/4" 6 1/4" � H1 Typical Detail at Timber Post 54.os "' 1/2 fiber cement board (07460) Guardrail to comply with IBC, Section Section 1607.7.1.1: Handrail d 31.02 1 1/2" = V-0" 0 2" 4" s° 1607.7.1.1: Handrail assemblies and assemblies and guards shall be able a `� Wall type 1; assembly to have co 1' fiber cement board (07460) H guards shall be able to resist a single to resist a single concentrated load min. R13 rating concentrated load of 200 pounds 9" of 200 pounds (0.89kN), applied in -- — '��� - Wood beam; refer to structural 3/4" Sheathing (06100) (0.89kN), applied in any direction at any any direction at any point along the 1/2" fiber cement board 07460 1" fiber cement board ---- point along the top, and have attachment top, and have attachment devices ( ) Fiber cement column wrap (07460) devices and supporting structure to and supporting structure to transfer -� p transfer this loading to appropriate - -- this loading to appropriate structural G15 Detail at Eave (07460) Z flashing (07460) ° structural elements of the building. elements of the building. 44.02 1' = 1'-0" 0 3" 6" 1° G a Backer rod and sealant- - (07920) Painted wrought iron railing T Asphalt shingle roof (07311) g g ( ) ( ) Roof sheathing (06100); refer to structural Painted wrought iron railing 05721 05721 N - .-•. �,� Precast concrete cap � i, i, N (04720) Guardrail to comply with IBC, Prefinished Section � Felt underlayment (07311 Drip edge 1607.7.1.1: ards shall assemblies and g Bri k v n r 4 1 be able to resist a single metal flashing 3/4 c e ee (0 8 3) Equal Equal g g " ;; (07620) Metal flashing (07620) concentrated load of 200 pounds 1/2" fiber cement board (07460) I� 3/4" fiber --------- - - - - (0.89kN), applied in any direction at j 1'-0 3/4" - ; -�-o any point along the top, and have cement fascia - _ i --------- ----- ------ 1' - 2" board 07460 --------------------------- T attachment devices and supporting _ ( ) structure to transfer this loading to Y appropriate structural elements of the 2x4 wood building. Wood truss; refer to structural blocking 6x6 wood post 06100 (06100)• refer to - ( ) E Composite wood decking (06730) Composite wood decking (06730) "' structural ( Blown insulation (07210}; r 8 Assembly to have minimum R38 1/2" fiber ._._._._._._-._._._._ Backer rod and sealant (07920) Backer rod and sealant (07920) ---- - - -_ 1 --- --- cement soffit 5"+/- Brick veneer 04813 2x4 wood framing (061 0) ( ) - .__.__.___._.__._.__._._._. with vent areas (07460) 00 Metal flashing (07620) Flashing; paint to match fiber cement Flashing; paint to match fiber cement D 1/4" chamfer board (07620) board (07620) Painted wrought iron railing -- 8 1/4" 8 1/4" Shingle siding D Post base; Re: Compressible filler and _ ISI (05721) (07460) Floor2 Structural ° sealant (07920) f - Floor 3 ;1 Decorative - a d �i {�° °b' ° 9 ��_�� ��i 110' - 8 3/4"- - - -- _ - -r_ j \ bracket 121 - 4 3/4 i° ,. _ 'I _ X11_ __U I i Al / 54.10 --__--------- ------ --- ------ - - Air/moisture Wood joist . s a . co Wood 'Dist refer Re: structural n joist, 1 �~ 1 ? -- to structural /` ( Q barrier (07272) Concrete slab; Re: 5/8" sheathing C \� trt�ctural - 3/4" on 1/2" Fiber cement trim -----� / / (07460) -- �, 3/4" on 1/2" Fiber cement board 1/2" fiber cement (06100) y a / / - Brick veneer (04813) Flashing 07620 (07460) ( soffit (07460) co g ( ) \/ ° j \ Wood Timber Re: Structural; \ % 1/2" fiber cement c, 1 fiber cement ° paint exposed face to match fiber \ - Wood Timber Re: Structural; board (07460) _ ��/ cement board -- board (07460) ° paint exposed face to match fiber Floor 1 (06100) �� ;` %\\.% i \ cement board qa 100' -011 2x wood framing B ° ���' 4 4 s ° V%�� - ------------------------------- 4 Concrete slab on grade; Re: B j b. G"•° ° .d \�\\ 1/2" Fiber cement board 07460 Structural Siding (07460) 77 __-_-9._---- ----- .=------__==---_ --_ °----= / 1/2"Fiber cement board (07460) ( ) Wall type 1; assembly to Concrete foundation; 1/2 Fiber cement beard column Foundation beyond; Re: have min. R13 rating Re: Structural Brick beyond (04813) wrap beyond (07460) Structural Al Detail at Column Base A5 Detail - Railing at Second Floor Balcony A10 Detail at Railing at Third Floor Balcony A15 Detail at Railing at First Floor Patio A19 Detail at Eave A 54.08 1 1/2" = 1 -0" 0 2" 4" 8" 44.02 1 1 /2" = 1 '-0" 0 2" 4" 8° 44.02 1 112'° = 1 -0° 0 2" 4" 8" 44.02 1 1 /2°' = 1 '-0" " = 0 3" 6° 1 A 0 2° 4' s" 44.03 1 1 -0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte Kansas Gty, MO 64105 816 421 8200 phone F ...........€@,.. ,,. 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317,843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 1`'f!lfS1 j�fri �®®` �-QC,\ S T,7, 0 = Z AR11200135 =� STATE OF ZZ C71 ACS' 'A N.*`~® 07.11 ° 17:10:40 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS Checked By JBT Details ■ Project Number: 2013.037 J Copyright 2013 U) 0 m CD F E CZ U E U CL r` co CD C6 0 N O. -0I CD aD cn 1 2 1 3 1 4 Cast Stone C \1 (047"t RI 2x Wood Frami (061( Re: Structu Q DI Brick vene (0481 N Rigid Insulatil (0721 Air Barrier (0727 Floor 2 _ 110' - 8 3/4" M Brick Soldier Cour; (0481 Batt Insulatic (0721 Brick Soldier HeadE cut to coup (0481 Flashing (0762 I Steel Lint Re: Structur H1 Detail at Typical Parapet I 44.04 1 1/2" = V-0" 0 2" 4" 8„ 5 Upper Ornam, Chir 146'-11" Main_ Ridge 143' -11 1 /4" Upper Mech Well Floor ti1331.71 15 17 18 19 110 Msi I I Precast Stone Cap (04720) I ` 11 1 12 ; 13 1 14 1 15 16 1 17 1 18 1 19 20 1 21 1 22 1 23 I I I I Cast Stone Ce tructural led Ceiling 'Ian & Finish' 5cneduie Finished Ceiling Re: Finish Schedule H6 Detail at Sky Deck Parapet 1 1/2" = l' -O" 0 2" 4" B„ • 1 .03 1 1/2" = 1'-0" 0 2_"411 Asphalt roof ridge shingle (07311) Roofing felt membrane, (07322) Siding (07460) Air/moisture barrier (07272) 5/8" sheathing (06100) Roof Truss. Re: Structural Ell Flashing Detail at Roof Well 44.01 1 1/2" = 1°-0° 0 2" 4" 8° Premanufactured Ridge Venting System (07322) 2x2 Wood Nailer .--� Ridge Riser �S I 3 I _ . 441/4" square post i I � (05721) Floor 2 -- -- _T 910'-83/4'. I 2x2x14GA square _ - r horizontal (05721) (I ; I '!IIS I 3/43/4"x14GA picket (05721) II� ' 5/$ Sheathing - ( ) railing post base g Sheet metal collar at 06100 4 ,,, 3 I li 1 1 -hour floor i (07620) ('I T 1/4" base plate assembly; r` co with (2) 1 /2" re: Al /00.007 _ ` Air Barrier (07272) Composite Wood-° I dia.x3" lag screw ------ �1 Decking and Sleepers �; I ; I I' ; F4 o , f (06730) Plastic shims to I`� � I� � I � Lap Siding level sleepers. (07460) il �1 1I Maintain minimumCover board (07531) > J3/4"gap underFlashing and over tapered n gId - - -- _. Sealant (07620) insulation (07210) ! sleepers for drainage. Composite Wood EPDM 07531 Roof i! t II Floor 2 Crown molding r' i ( ) ; - 1 (06402) I Decking and I �, I �r 110'-83/411 r ' Sleepers (06730) — 15/8" Metal stud at - 16" G.C. (092501 EPDM Roof (07531) f i ,- Floor 3 � V 1'-43/4" Leo Detail at Steel Beam shove IL Dini Plastic shims to level Blocking (06100) up to 44.03 1 112" 1 -0" Cr " S leepers. Maintain underside of decking at post minimum 3/4" gapbase only (not continuous) L14�` under sleepers for 4 -- -- - �- drainage. ` 44.03, Cover Board (07531) Rigid Insulation 4x8 Wood framing 06100 (07210) I TJI. Re: Structural to level with cover board I7� 1 (06100) along path of railing Decking =- ; Re: Structural 5/8" Plywood - (2) layers of 1/2" gypsum .{.... ..- sheathing (06100) board on resilient channel Joist (09250) Re: Structural --- __-_- li Roof Truss/Rafter /` �' ---- -- — ---- - I, i (Re: Structural) 3 — Wood Nailer / I ! l Al Section- Mechanical Well All Detail at Ridge k 42.02 3/8" = 1'-0" 0 8" 14" 2'8" 42.01 1 1/2" = 1'-0" 0 2„ 4„ 8„ 1 ? 3 4 5 8 7 R 9 1 10 11 17 11� [It roof es (07311) Air Circulation 1)111 " * i i - � - 44.03 1 1 1/2 = 1 '-0" 0 12 4" Siding (07460) 5/8" Sheathing, (06100) Flashing and sealant (07620) r1h Lower Mech Well Flo 123'-0" Concrete Slab Re: Structural Decking, Re: Structural Framing, Re: Structural E16 Base Detail at Roof Well 44.01 1 1/2" = V-0" 0 2„ 4„ 8„ Asphalt roof shingles (07311) Roof sheathing (06100); refer to structural Prefinished Gutters (07710) TO Eave at 3 Story Roof - 131' -1 1/2" -— Sheet metal flashing between sheathing and roof tiles (07620) 2x woad framing (06100) Wall sheathing (Per wall assembly) (06100) 3/4" Fiber cement fascia (07460) 1/2" Fiber cement soffit (0746 0) Paint to match fascia (09911) Continuous Air Vents (07460) 2 x 4 Wood Blocking (06100) A16 Detail at Eave 44.01 1 1/2" = V-0" 0 2" 4" 81, 1A 17 ip is E20 Detail at Beam in Kitchen C129 42.01 1 1/2" = 1 '-0" 0 2" 4" 8" 24 — Batt insulation (07210) — 5/8" gypsum board (09250) R r— 2x6 wood stud (06100) Concrete floor topping (03532) over wood subflooring (06100) d IQY xi2t txesixxxxxtex Til and rim joist; Re: Structural F Steel tube; Re: Structural I (� Corner bead (09250) 5/8" gypsum board (09250) N ------ L Composite wood decking (06730) 2x8 wood stud (06100) Concrete floor topping (03532) K over wood subflooring (06100) Floor 2 110' - 8 3/4" J 1 -hour floor asse mbly F Al / 00.07 Steel beam; refer to structural 2 layers 5/8" gypsum board (09250) G Light fixture; re: Electrical Lay -in ceiling (09511) Re: Finish Schedule E Roof Truss/Rafter (Re: Strucutral) 2x Framing Per Structural. D Blown Insulation (07210) Blown Insulation (07210) C Ceiling Re: Reflected Ceiling Plan Batt Insulation (07210) 5/8" exterior sheathing B (06100) 1" Rigid insulation (07210) Siding (07460) A On 71 1 oo 7Q OA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte r Kansas City, MO 64105 816 421 8200 phone f 93 j 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical 1 Electrical ! Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f It�ttlrir C, 4 AR11200135 � a STATE OF IZ f'y Q U 1 AN 7.11 17:07:08 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS Checked By JBT Details ■ Project Number: 2013.037 � Copyright 2013 j Flashing (07620) ! (0472 2x Wood Framing r' (06100) i 1 aiding Re: Structural i0) Lap Siding (07460) 2x Wood Framir (06101 Sheathing �'� Iii Re: Structur )0) { 5/8" Sheathing (06100) — i , Thin Brick Venei co rn (0481 ng (07620) Air Barrier (07212) `--�� Flashing and Sealant 1 (07620) )osite Wood ! r, Ing and Flashing (07620.) �-� I I EPDM Roof with j )ers (06730) ;,� Ballast (07531) Rigid Insulatic (0721 i is shims to Composite Wood Decking and Ir { sleepers. ! Sleepers (06730) 11 ! Rigid Insulation .ain minimum ` I, (07210) lap under EPDM Roof --� 1 'i C�% ers for (07531) V I age. Cover Board - 2 I � (07531) -- - - - 41' Rigid Insulation ~ r Brick Soldil A Roofs (07210) �- � ,� Decking Course (0481; .1 I� � r Re: Structural al I Decking r Board Re: Structural Joist Insulation O) Re: Structural\, i \� Batt Insulation i Fiberglass --� i I i (07210) ng Insulation><>4 s tructural (07210) ---- , Batt Insulatia (0721( tructural led Ceiling 'Ian & Finish' 5cneduie Finished Ceiling Re: Finish Schedule H6 Detail at Sky Deck Parapet 1 1/2" = l' -O" 0 2" 4" B„ • 1 .03 1 1/2" = 1'-0" 0 2_"411 Asphalt roof ridge shingle (07311) Roofing felt membrane, (07322) Siding (07460) Air/moisture barrier (07272) 5/8" sheathing (06100) Roof Truss. Re: Structural Ell Flashing Detail at Roof Well 44.01 1 1/2" = 1°-0° 0 2" 4" 8° Premanufactured Ridge Venting System (07322) 2x2 Wood Nailer .--� Ridge Riser �S I 3 I _ . 441/4" square post i I � (05721) Floor 2 -- -- _T 910'-83/4'. I 2x2x14GA square _ - r horizontal (05721) (I ; I '!IIS I 3/43/4"x14GA picket (05721) II� ' 5/$ Sheathing - ( ) railing post base g Sheet metal collar at 06100 4 ,,, 3 I li 1 1 -hour floor i (07620) ('I T 1/4" base plate assembly; r` co with (2) 1 /2" re: Al /00.007 _ ` Air Barrier (07272) Composite Wood-° I dia.x3" lag screw ------ �1 Decking and Sleepers �; I ; I I' ; F4 o , f (06730) Plastic shims to I`� � I� � I � Lap Siding level sleepers. (07460) il �1 1I Maintain minimumCover board (07531) > J3/4"gap underFlashing and over tapered n gId - - -- _. Sealant (07620) insulation (07210) ! sleepers for drainage. Composite Wood EPDM 07531 Roof i! t II Floor 2 Crown molding r' i ( ) ; - 1 (06402) I Decking and I �, I �r 110'-83/411 r ' Sleepers (06730) — 15/8" Metal stud at - 16" G.C. (092501 EPDM Roof (07531) f i ,- Floor 3 � V 1'-43/4" Leo Detail at Steel Beam shove IL Dini Plastic shims to level Blocking (06100) up to 44.03 1 112" 1 -0" Cr " S leepers. Maintain underside of decking at post minimum 3/4" gapbase only (not continuous) L14�` under sleepers for 4 -- -- - �- drainage. ` 44.03, Cover Board (07531) Rigid Insulation 4x8 Wood framing 06100 (07210) I TJI. Re: Structural to level with cover board I7� 1 (06100) along path of railing Decking =- ; Re: Structural 5/8" Plywood - (2) layers of 1/2" gypsum .{.... ..- sheathing (06100) board on resilient channel Joist (09250) Re: Structural --- __-_- li Roof Truss/Rafter /` �' ---- -- — ---- - I, i (Re: Structural) 3 — Wood Nailer / I ! l Al Section- Mechanical Well All Detail at Ridge k 42.02 3/8" = 1'-0" 0 8" 14" 2'8" 42.01 1 1/2" = 1'-0" 0 2„ 4„ 8„ 1 ? 3 4 5 8 7 R 9 1 10 11 17 11� [It roof es (07311) Air Circulation 1)111 " * i i - � - 44.03 1 1 1/2 = 1 '-0" 0 12 4" Siding (07460) 5/8" Sheathing, (06100) Flashing and sealant (07620) r1h Lower Mech Well Flo 123'-0" Concrete Slab Re: Structural Decking, Re: Structural Framing, Re: Structural E16 Base Detail at Roof Well 44.01 1 1/2" = V-0" 0 2„ 4„ 8„ Asphalt roof shingles (07311) Roof sheathing (06100); refer to structural Prefinished Gutters (07710) TO Eave at 3 Story Roof - 131' -1 1/2" -— Sheet metal flashing between sheathing and roof tiles (07620) 2x woad framing (06100) Wall sheathing (Per wall assembly) (06100) 3/4" Fiber cement fascia (07460) 1/2" Fiber cement soffit (0746 0) Paint to match fascia (09911) Continuous Air Vents (07460) 2 x 4 Wood Blocking (06100) A16 Detail at Eave 44.01 1 1/2" = V-0" 0 2" 4" 81, 1A 17 ip is E20 Detail at Beam in Kitchen C129 42.01 1 1/2" = 1 '-0" 0 2" 4" 8" 24 — Batt insulation (07210) — 5/8" gypsum board (09250) R r— 2x6 wood stud (06100) Concrete floor topping (03532) over wood subflooring (06100) d IQY xi2t txesixxxxxtex Til and rim joist; Re: Structural F Steel tube; Re: Structural I (� Corner bead (09250) 5/8" gypsum board (09250) N ------ L Composite wood decking (06730) 2x8 wood stud (06100) Concrete floor topping (03532) K over wood subflooring (06100) Floor 2 110' - 8 3/4" J 1 -hour floor asse mbly F Al / 00.07 Steel beam; refer to structural 2 layers 5/8" gypsum board (09250) G Light fixture; re: Electrical Lay -in ceiling (09511) Re: Finish Schedule E Roof Truss/Rafter (Re: Strucutral) 2x Framing Per Structural. D Blown Insulation (07210) Blown Insulation (07210) C Ceiling Re: Reflected Ceiling Plan Batt Insulation (07210) 5/8" exterior sheathing B (06100) 1" Rigid insulation (07210) Siding (07460) A On 71 1 oo 7Q OA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management 817 Wyandotte r Kansas City, MO 64105 816 421 8200 phone f 93 j 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical 1 Electrical ! Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f It�ttlrir C, 4 AR11200135 � a STATE OF IZ f'y Q U 1 AN 7.11 17:07:08 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Drawn By LS Checked By JBT Details ■ Project Number: 2013.037 � Copyright 2013 1 j2 13 12" R O 0i 21 Exterior gypsum J board, paint (09250;09911) I Q 2x wood framing ---- (06100) 3/4" Fiber cement board (07460) 1'-2" T CID P 1/2" Fiber cement board 1 column furring 111f (07460) i 91; N1 Eave Detail at Shed Roof N 44.02 1 1/2" = V-0" 0 2° 4° B' ^-- .-.---1 1-- --tl pair M r co L 4 15 2x Wood Rafters Re: Structural - Beam Re: Structural (06100) N R CID 1'-73/4" 1 1/2" 31/211 1 1/211, 6 1/2" J Front View H1 Eave Bracket Profile - Typical H 3" _ 11-0" 0 1n 4" G F E n T T TI D 0 Ica I a) E Cz U C U (D 0- C/) t� C� O Cr3 O _ cOL� O r - B Cn 0 Front View Al Eave Bracket Profile at Gables Z) 311 = 1 '-0" U A 0 1" 2" 4" 11 2 1 3 4 16 17 �8 19 110 Asphalt roof shingles '', Asphalt roof shingles (07311) (07311) Felt underlayment Felt underlayment (07311) (07311) Roof sheathing Roof sheathing (06100); Re: (06100); Re: Structural Structural J? 0� 2x Framing Re: Sheet metal flashing (06100); refer to j Structural between sheathing , I Sheet metal flashing and roof tiles (07620) gypsum board ;'between sheathing Prefinished Gutters (09250) ,— and roof tiles (07620)' (07710) Roof-" _I Fiber cement Fiber co column wrap ii II Prefinished Gutters 2x Framing Re: Cast stone cap (07710) Structural �— 3/4" fiber cement siding (07460) , 3/4" fiber cement fascia (07460) fascia (07460) 1/2" Fiber cement 4 soffit (07460) Paint to �`-- — 1/2" Fiber cement match fascia (09911) soffit (07460) taint to match fascia (09911) N8 Eave Detail at Balcony 44.04 1 1/2" = V-10" o ---- `J -------- 8 All :_.._s_ — L_- -1 — 5 Attach to facade over fiber cement fascia 2x wood, between brackets; painted (06100, 09911) 0 7 3 9 1 11 1 12 1 13 1 14 15 116 117 118 119 120 121 122 123 124 Asphalt shingles (07311) Felt underlayment (07311) Roof sheathing; Re: structural Prefinished metal flashing (07620) 2x8 wood blocking; Re: Structural (06100) 1" fiber cement (07460) 2x4 wood blocking (06100) 1/2" fiber cement with vent areas (07460) Roof truss; Re: Structural Attach to facade over 1" fiber cement decorative trim (07460) All joints to be splined and joined with exterior grade glue and screws Eave Detail J19� bim Decorative Bracket l.____ co Shingle siding (07460) framing; refer to 4 3 1/2" ALopt 5/8" sheathing (06100) 2x wood framing li and truss above beyond (06100); refer to T Roof sheathing and truss; , I 5/8" exterior I gypsum board 1 /2;1 ceiling, paint assembly to have minimum (09250) R38 N TO Eave at 3 Ston Roof-" _I Fiber cement Fiber co column wrap ii II 0 7 3 9 1 11 1 12 1 13 1 14 15 116 117 118 119 120 121 122 123 124 Asphalt shingles (07311) Felt underlayment (07311) Roof sheathing; Re: structural Prefinished metal flashing (07620) 2x8 wood blocking; Re: Structural (06100) 1" fiber cement (07460) 2x4 wood blocking (06100) 1/2" fiber cement with vent areas (07460) Roof truss; Re: Structural Composite wood decking (06730) 1/2" fiber cement board (07460) Brick veneer (04813) Vinyl window (08561) Sim I Guardrail to comply with IBC, Sectio 77_ 1607.7.1.1. Handrail assemblies and I i ! guards shall be able to resist a single i concentrated load of 200lbs (.89kN), ` applied in any direction at any point along the top and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building Metal railing, paint (05721) Refer to wall type 1 1 I i Al o p 1 54.03 s' 1 Concrete foundation and slab; refer to structural r . �. �. _13 1001-0 / U" Leo Detail - Railing at 1 st floor 44.04 1 1/2" =1 '-0" c 2.. 41. 811 !I y„ Z flashing (07460) Fiber cement board (07460) Precast stone cap (04720) Vinyl window (08561) --- it I. 1 � ' ; i ' --- • "�'If Vii+— - ---- - ' -- - --- s Sim E19 54.02 2x8 wood H15 Eave Detail J19� bim Decorative Bracket l.____ Al / 54.10 Shingle siding (07460) framing; refer to Air/moisture barrier (07272) 5/8" sheathing (06100) 2x wood framing li and truss above beyond (06100); refer to structural Roof sheathing and truss; refer to structural 5/8" exterior I gypsum board Blown insulation (07210); ceiling, paint assembly to have minimum (09250) R38 TO Eave at 3 Ston Roof-" _I Fiber cement Fiber 1-32'- 1 1/2" column wrap ii II beyond (07460) Cast stone cap beyond (04720) Timber beam siding (07460) 2x wood framing (06100) Metal railing Flashing (07620) Beyond (05721) 1 111 fiber cement board 1 (07460) Composite wood decking (06730) 1/2" fiber cement board (07460) Brick veneer (04813) Vinyl window (08561) Sim I Guardrail to comply with IBC, Sectio 77_ 1607.7.1.1. Handrail assemblies and I i ! guards shall be able to resist a single i concentrated load of 200lbs (.89kN), ` applied in any direction at any point along the top and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building Metal railing, paint (05721) Refer to wall type 1 1 I i Al o p 1 54.03 s' 1 Concrete foundation and slab; refer to structural r . �. �. _13 1001-0 / U" Leo Detail - Railing at 1 st floor 44.04 1 1/2" =1 '-0" c 2.. 41. 811 !I y„ Z flashing (07460) Fiber cement board (07460) Precast stone cap (04720) Vinyl window (08561) --- it I. 1 � ' ; i ' --- • "�'If Vii+— - ---- - ' -- - --- s Sim E19 54.02 2x8 wood H15 Eave Detail J19� bim l.____ Brick column framing; refer to 1" = V-0" 54.02 1" li beyond = ; 44,03 structural I I"" I T Guardrail to comply with IBC, -------- --_-- Fiber cement lap ii II Section 1607.7.1.1. Handrail Timber beam siding (07460) Vinyl window (08561) III: ----L _ i 1 --- 1 assemblies and guards shall be beyond, paint toIII beyond (05721) able to resist a single concentrated match fiber 1 I Air/moisture ( � ; , load of 200lbs (.89111 applied in cement soffit; -- - • -- I ; I any direction at any point along the refer to structural 1 '�1 --� Sim (06100) top and have attachment devices Ili I E 19 2x4 wood framing i _-- and supporting structure to transfer (06100) 4.2 - this loading to appropriate Fiber cement b �.�� 1 I I --�-----!�I � 'll __ I Concrete slab ; structural elements of the building soffit (07460) refer to structural III Floor 1 ao°- 100,- A10 Detail - Divider Wall at Patio 31.02 1 1/2” = V-0" 0 2" 4" 81, 10 11 1 12 1 13 ■� 11�' �Metal railing, !r(05721) GuardrailsRefer to walltype 1 N• comply with IBC,• Flashing 1 • 1 .17.7.1.1. Handrail assembliesand w guard •• . • - ! • - . !• topping 1 Ii %I ■s 532) concentrated load of 200lbs (.89kN), ! structural _ Floor 2 8314 devices and supporting structure to 2x wood blocking (06100) XX '/�� transfer this loading to appropriate 55 structural elements of the building. Metal railing, paint (05721) I ! .- .z 113l ••- Refer Kr1i board (07460) s11;2 �'' ! 11 ••• beam,! qConcrete !• topping 1 .PA��- CIDiU structural Plywood sheathing (06100) _-'�31;' to rte.;!{ ■ Tal®.. , eel 11 PEA 11> ALL+=, Gypsumboard - 1 ,114> r` ��. ie •s •- board 2x wood blocking (06100) 3/4" on 1/2" fiber cement board Sim (07460)Wood beam; refer to structural N5 t� z> F. N InR, 10 Plywood sheathing (06100) L� t— Gypsum board ceiling A15 Detail - Railing at 3rd floor 1/2" fiber cement board (07460) 44.04 1 1/2" = V-0" 0 2" 4" 8" 14 15_F16 1 17 1 18 1 19 A20 I Detail - Railing at 2nd floor 44.04 1 1 1/2" = 1'-0" 0 2" 4" 8° 20 21 1 22 23 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas Oty, MO 64105 �;1816 421 8200 phone 816 421 1262 fax design with insight.com M L K J H Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �t��tlltll t)))ill// E3 G ��`"'�&STC, rgf��J tiQf AR 11200135 � = STATE OF 17:10:23 —05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D rawn By LS Necked By JBT Details ■ roject Number: 2013.037 16} Copyright 2013 l.____ Brick column beyond I I I I T Fiber cement lap ii II siding (07460) III: .................... _ 1 Metal railing beyond (05721) I Air/moisture barrier (07272) I ; I 5/8„ sheathing 1 '�1 --� 1 (06100) Ili I 2x4 wood framing i _-- (06100) - b II I I Concrete slab ; refer to structural s. Floor 1 ao°- 100,- 4— °d a `- o a A10 Detail - Divider Wall at Patio 31.02 1 1/2” = V-0" 0 2" 4" 81, 10 11 1 12 1 13 ■� 11�' �Metal railing, !r(05721) GuardrailsRefer to walltype 1 N• comply with IBC,• Flashing 1 • 1 .17.7.1.1. Handrail assembliesand w guard •• . • - ! • - . !• topping 1 Ii %I ■s 532) concentrated load of 200lbs (.89kN), ! structural _ Floor 2 8314 devices and supporting structure to 2x wood blocking (06100) XX '/�� transfer this loading to appropriate 55 structural elements of the building. Metal railing, paint (05721) I ! .- .z 113l ••- Refer Kr1i board (07460) s11;2 �'' ! 11 ••• beam,! qConcrete !• topping 1 .PA��- CIDiU structural Plywood sheathing (06100) _-'�31;' to rte.;!{ ■ Tal®.. , eel 11 PEA 11> ALL+=, Gypsumboard - 1 ,114> r` ��. ie •s •- board 2x wood blocking (06100) 3/4" on 1/2" fiber cement board Sim (07460)Wood beam; refer to structural N5 t� z> F. N InR, 10 Plywood sheathing (06100) L� t— Gypsum board ceiling A15 Detail - Railing at 3rd floor 1/2" fiber cement board (07460) 44.04 1 1/2" = V-0" 0 2" 4" 8" 14 15_F16 1 17 1 18 1 19 A20 I Detail - Railing at 2nd floor 44.04 1 1 1/2" = 1'-0" 0 2" 4" 8° 20 21 1 22 23 24 Carmel Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas Oty, MO 64105 �;1816 421 8200 phone 816 421 1262 fax design with insight.com M L K J H Structural Engineer Bob D. Campbell &Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �t��tlltll t)))ill// E3 G ��`"'�&STC, rgf��J tiQf AR 11200135 � = STATE OF 17:10:23 —05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D rawn By LS Necked By JBT Details ■ roject Number: 2013.037 16} Copyright 2013 10 9 1 Z IN L K 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 11 1 12 1 13 1 14 1 15 - 1 16 1 17 1 18 1 19 20 1 21 1 23 1 24 Ty�ical Floor Ceiling Assembly System No. 7 — Concrete floor topping Design No. L518 / (03532) over wood March 12, 2013 Subflooring — Min 19132 in- thick wood structural panels, min grade "C -D" or Alternate Floor Mat Material* - (Optional) - Floor mat material nominal 2 - 9.5 mm 5A. Steel Framing Members (Not Shown)* — As an alternate to Item 5, furring channels I . - I 1, � _. � � I I � - � . _'. " . '.* . I subfloon'ng (06100) "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. or I in. and Steel Framing Members* as described below, Allowable for use with Structural Wood Unrestrained Assembly Rating — I Hir . i I Finish Rating — 54 Min. joists with joints staggered, thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels Members* (Item 2) only when spacing is 24 in. OC or less Wood Joists (061 00) � � , 7 - �_ Concrete floor topping Vapor Barrier - (Optional) — Nom 0.030 in- thick commercial asphalt saturated felt. respectively. a. Furring C - hannel3— Formed of No. 25 MSG galv steel, 2-9/16 In. or 2-23132 in. I re: Structural I _ � � _01� . � ALLIED CUSTOM GYPSUM PLASTERWORKS L L C — Type AccuQuIet P80, Type wide by 7/8 in. deep, spaced 24 in. OC perpendicular to structural wood members. I " — i . � - I .ff 41 1 (03532) over wood Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over _ - -1 I — __ - -_66 i subfloortng (06100) the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the AccuQuIet C40, AccuQuiet D1 3, Type AccuQuiet RSM 20, Type AccuQuiet RSM 32, Channels secured to structural wood members as described in Item b. Ends of ; � i 5/8" Gypsum board pecified under Floor ; (09250) floor topping placement. Floor topping thickness shall be as s Type AccuQuiet RSM 48, Type AccuQuiet RSM 64, Type AccuQuiet RSM 120, and adjourning channels overlapped 6 in. and tied together with double strand of No. 18 i I TJI Joists (06173) Type AccuQuiet D-18. SWG gaiv steel wire near each end of overlap, i I Topping Mixture. I ! re: Structural System No. 12 b. Steel Framing Members* — Used to aftach furring channels (Item a) to Structural i TyRicaffloodRoofCeiliog As§obly MAXXON CORP — Type Acousti-Mat 1, Acousti-Mat 11, Acousti-Mat 11 HP. I Alternate Floor Mat Materials* - (Optional) — Nom 0.8in. thick floor mat material loose Subflooring — 15/32 or 19/32 -in. thick wood structural panels, min. grade "C -D" or Wood Members* (items 2 or 2A). Clips spaced 48 in. OC., and secured to alternating I Resilient Channel I I "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to structural wood members with No. 8 x 2-1/2 in. coarse drywall screw through the center Assembly Rating — I Hr 7 1 . laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat . - _.- ..... — .., .... I .1-1-1 ... -1-1 11-1.111, ...... � ... _ -.1-1-11- Pre3cripfwe Fire -Resistance . � _. I _ - clipped to TJIs (091 1 1) joists with Joints staggered. grommet. Fuming channels are friction fitted into clips. RSIC-1 clip for use with 2-9116 - , i , material. Floor topping mixture shall be min 1-1/2 in. . 112" Gypsum board MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat Vapor Barrier — (Optional) — Norn 0.030 in. thick commercial asphalt saturated felt. in. wide kin*ing channels. RSIC-1 (2.75) cAlp for use with 2-23/32 in- wide fuming channel$, i (per Building Code in effect, Table 720.1 (3) item 21-1.1) ' ! i Finish Flooring — Floor Topping Mixture* — Min 3/4 or I in. thickness of floor topping Adjoining channels are overlapped as described in Item a. As an alternate, ends of I Description (09250) (CSM) i i 1. Flooring Systems — The flooring system shall consi t of one of the following: Metal Lath (Alternate to Crack Suppression Mat (CSM)) — 3/8 in. expanded galvanized mixtu r I I I is re fo 19/32 or 15132'n. thick wood structural panels respectively, having a min adjoining channels may be overlapped 6 in. and secured together with two seff-tapping Floor or Roof Construction" System No. I steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping compressive strength of 21 00 psi. Refer to manufacturees instructions accompanying the No. 6 framing screws, min 7116 in. long at the midpoint of the overlap, with one screw L Subflooring — Min 19/32 in. thick wood structural panels, min grade "C -D" or "Sheathing", mixture shall be min 1-1/2' matenial for specific mix design. on each flange of the channel. Additional clips required to hold fuming channel that 21. Wood joists, wood I-Jolsts, floor trusses and flat or pitched roof trusses spaced a - in, MAXIT INC — Maxit 493 supports the gypsum board butt Joints, as described in Item 6. maximum 24" o.c. with V27wood structural panels with exterior glue applied at right angles Face grain of plywood or strength axis of panels to be perpendicular to Joists with joints Alternate Floor Mat Materials" - (Optional) — Nom 0.4 in. thick floor mat matenial loose to top of '01st or top, chord of trusses with 8d nails. The wood structural panel thickness * staggered. laid over the subfloor, Maxxon Floor Primer to be applied to the surface of the mat prior System No. 13 PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75). i i i : shall not be less than nominal Y2- less than required by Chapter 23. Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or 5B. Steel Framing Members* — (Optional, Not Shown) - Used as an alternate method to i Finish Flooring — Min 19/32 in. thick wood structural panels, min grade "U nderlayment" or to the flool topping placement, Floor topping mixture shall be min 1-1 /2 in. I ; t 'Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to joists MAXXON CORP — Type Enkasonic 91 10, Enkasonic 91 10 HP "Sheathing", Face grain of plywood or strength axis of panels to be perpendicular to the attach min. 1/2 in. deep resilient channels (item 5) to structural wood members (item 2 or ! I I , - . ts wi h 'oints staggered. 2A). Resilient channels are friction fifted into clips, and then clips are secured to the bottom ! Ceiling Construction, - with joints staoclered. Alternate Floor Mat Materials* - [Optional) — Nom 0.2 in. thick floor mat material loose Jo's It J I i olst o __ - ' ' ! Base layer 5/8" Type X gypvurr, wallboard applied at night angles to i i . System No. 2 laid over the subfiocr. Maxxon Floor Primer I may be applied to the surface of the mat Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.030 In. th!Ck� chord of each structural wood member with a min. 2-1/8 in. long No. 6 Type S bugle head I r truss 24" o.c. Subflooring — Min 19132 in. thick wood structural panels, min grade "C -D" or "Sheathing", prior to the floor topping placement. Floor topping thickness shall be as specified under Vapor Barrier — (Optional) - Nom 0.0 1 0 in. thick commercial rosin -sized building steel screw through the center hole of the clip and the resilient channel flange. Adjoining i with 1 1/4" Type S or Type W drywall screws 24" o.c. Face layer 5/8" Type X gypsum paper. I wallboard or veneer base applied at right angles to joist or truss through base layer with 1 _ I Is Floor Topping Mixture. � I wal intermediate joist or truss. Face grain of plywood or strength axis of panels to be perpendicular to joists with join resilient channels are overlapped 2-114 in. under structural wood members. TheGlip flange . 7/8" Type S or Type W dr� I screws 12" o.c. at joints and Finish Flooring* — Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL is opened slightly to accommodate the two overlapped channels. Additional clips required to I staggered. MAXXON CORP — Type Acousti-Mat LP -R I - Vapor Barrier - (Optional) — Norn 0.01 0 in. thick commercial asphalt saturated felt. Metal Lath (Optional) — , For use with floor mat materials, 318 in. expanded Classification Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures hold resilient channel that supports the gypsum board buff joints, as described in Item 6. 1 Face layer Type G drywal! sorews placed 2" back on either side of face layer end joints, Finish Flooring - Floor Topping Mixture" — Min 3/4 in. thickness of floor topping mixture galvanized steel diamond mesh, 3.4 lbsisq yd or Maxxon Corp. UL Classified Crack (CCOX) category for names of Classified Companies. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 12" o.c. i — having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions Suppression Mat (CSM) loose laid over the floor mat material. Floor topping mixture Floor Mat Materials* — (Optional) - Nom. 114 in. thick loose laid over the subfloor. 5C. Steel Framing Members (Not Shown)* — As an alternate to Item 5, 5A, and 5B, _�2o I 1 -Hour Floor/Roof/Ceiling Assembly i accompanying the material for specific mix design. shall be min 1 in. Floor topping thickness shall be a minimum of 314 in. furring channels and Steel Framing Members' as described below. Allowable for use with Not to Scale UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD MAXXON CORP — Type Crack Suppression Mat (CSM) KEENE BUILDING PRODUCTS CO INC — Type Quiet Oud 55/025 and Quiet Structural Wood Members* (item 2) only when spacing is 24 in. OC or less. I I .- - ---------- —,----- i Ourl 55/025 N a. Furring Channels — Formed of No. 25 MSG galv steel, 2-318 in. wide by 7/8 in. deep, I Floor Mat Materials* - (Optional) — Floor mat material nom 1/16 in. loose Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping � Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 318 in. thick spaced 24 in. OC perpendicular to structural wood members. Channels secured to ! Tuical Column Enclosure laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping mixture having a min compressive strength of 1000 psi. Mixture shall consist of 3 to 7 loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. structural wood members as described in Item b. Ends of adjourning channels overlapped , Mixture. gal of water to 80 lbs of floor topping mixture to 1.0 to 2.1 cu ft of sand. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 601040 and Quiet Qud 6 in. and bed together with double strand of No. 18 SWG gaiv steel wire near each end of Interior Column wrap UNITED STATES GYPSUM CO — Types SAM, LEVELROCK@ Brand Sound MAXXON CORP — Type D -C, GC, GC2000, L -R, T -F, CT 60/040 N overlap. Design No. X528 Reduction Board, LEVELROCK& Brand Floor Underlayment SRM -25 Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 314 in. thick b. Steel Framing Members* — Used to attach fuming channels (item a) to Structural i May 30, 2013 Alternate Floor Mat Materials* - (Optional) — Norn 3/8 in. thick floor mat material loose System No. 8 - ' Ratings — i, 2 and 3 Hr. laid over the subfloor Floor tonninri thickness shall be as. c: arifiimr,l rinr4or Pln^r TA In Suhflnnrin — RAIn I QA' ) in thit,k wr.nA -Q+rj It+ iml nnalc in rnrio "C'. -n" Ar loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. Wood Members* (items 2 or 2A). Clips spaced 48 in. OC., and secured to alternating � — . t, 1`11`1 Id Mixture. GRASSWORX L L C — Type SC50 Alternate Floor Mat Material" — (Optional) - Floor mat material nominal 3/8 -in. thick loose laid over the subfloor. Floor topping shall be a min 3/4 in. thiCk-. OWENS CORNING — Type QuIetZone Acoustical Floor Mat System No. 3 Subflooring — Min 19/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to Joists with joints staggered. Floor Mat Materials" — (Opfional�— Norn 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. When floor mat material is used, min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC — Type Hacker Sound -Mat. a - 1`1 I to "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* - (Optional) — Norn 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat 1, Acousti-Mat 11, Acousti-Mat 11 HP. Alternate Floor Mat Materials* - (Optional) — Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping mixture shall be min 1-1/2 in- MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) — 3/8 in. expanded galvanized KEENE BUILDING PRODUCTS CO INC — Type Quiet Ourl 65/075, Quiet Qud 65/075 N Alternate Floor Mat Materials* — (Optional) - Floor mat material Nom. 118 in, thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 314 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qud 52/013 and Quiet Qurl 52/013 N Altemate Floor Mat Materials* — (Optional) - Floor mat material Nom. 1/4in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Quiet Qurl 55/025 MT and Quiet Qud 55/025 N MT System No. 14 Subflooring — Min 23/32in. thick T&G wood structural panels, min grade "Underlayment" . . � structural wood members with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Fuming channels are friction fitted into clips. Additional clips required to hold fuming channel that supports the gypsum board butt joints, as described in Item 6. PLITEQ INC — Type Genie Clip 6. Gypsum Board* — Two layers of 1/2 in, thick each, 4 ft wide gypsum board. When resilient channels (item 5) are used, both layers installed with long dimension perpendicular to resilient channels. Buffed end joints of base layer centered on 60 In. long pieces of resilient channels (Item 5). Base layer fastened to resilient channels with 1 in. long No. 6 Type S bugle head steel screws. Screws spaced 8 in. OC at buffed end Joints and 16 in. OC along continuous rows of channels in the field of the boards. Screws to be spaced 112 in. from buffed end joints and 1 in. from side joints. Face layer installed with its side joints offset min I 0 in. from side Joints of base layer. Butted end'oInts staggered min 32 in. in adjacent rows and offset min 16 in. from butted , j end joints of base layer. Face layer fastened to continuous rows of resilient channels through base layer with 1-5/8 in. long No. 6 Type S bugle head steel screws spaced 8 in. OC. At butted . � I - - m = � I I I I � steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping - I I ; I � ! � I , i I I � I I - I � I ____ - __ �� � - — (2) Layers 1/2" Gypsum Board ( 250) — Wide Flange or Tube Steel Column (re: Structural) L 1 5/8" Steel Stud (09111) W 10 i�* -8 1�i Q> Al 1 -Hour Floor/Ceil ing Assembly at TJ I A20 1 -Hour Interior Column Wrap 0 — = " fl�' 0 A 54D5 Not to Scale Not to Scale I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 IN =_ — Carmel Senior Living 10 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 19 I& L Structural Engineer Bob D_ Campbell & Company, Inc - 4338 Belloview Kansas City, Missoun 64111 816-531-4144 p / 816-531.8572 f Mechanical I EleGtrtcal I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9 1 34922400 p I 91 3-492.2437 f K Civil Engineer Weihe Engineers 10505 N_ College Avenue Indianapolis, IN 46280 31T8466611 p/317 -843.0546f J Food Servtce Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913,362-1800 p 1 913-362-26M f 9 - ,N1_ V, \ JE� - , 1�1 I'll, -1 ,-� '-v". - �0;�� � 0 �- -, ;:-_ AR11 0 135 1��__ <Z = = -J --A = = STATE OF :tz t�_ 0 1 A�A ri tl.0 H I -f `i_ - F I'- 1-1 1. � 001' 07-11 1 - _)11,,1 , il"1211 1� __ - �_ , 11_�,_, D.Ax_,A�/ G - - 16:27:33 -05*00' ISSUED FOR: I 00% Consbuclion Documents I I July 2013 E 110] I* ��� Checked By JBT Fire Rated Assemblies W 00007 A Profect Number: 2013-037 @ Copyrrqht 2013 Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 1 0 mm thick steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping or "Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to the endjoln ,face layer fastened to base layer wl 1-1/2 in. long Type G screws spaced 8 in. OC adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat mixture shall be min 1-112 in. trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive on each side of end joint. Fasteners spaced 1/2 and 1 in. from butted end and side Joints, 1 . Steel Column — Min sizes of W-shaped and tubular steel columns which appear in the J . prior to ft placement of a min 1-1 12 in. of floor -topping mixture. Alternate Floor Mat Materials* - (Optional) — Norn 0.4 in. thick floor mat material and No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or respectively. When Steel Framing Members* (item 5A) are used, sheets installed with long AISC Steel Construction Manual as shown under Item 2. HACKER INDUSTRIES INC — Type Hacker Sound -Mat II. loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat greater withdrawal and lateral resistance strength may be substituted for the 6d nails. dimensions parallel with Joists. Base layer attached to the fuming channels using 1 in. long No. 6 2. Gypsum Board'i— For I Hirrating, any 518 in. or 1,'2 in. thick gypsum wallboard Classified Alternate Floor Mat Materials" — (Optional) — Floor mat material nom 1/4 in. thick loose prior to the floor topping placement. Floor topping mixture shall be min 1- 1 /2 in. Gypsum Board* — One layer of nom 518 in. thick, 4 ft wide gypsum board, installed with Type S bugle head steel screws spaced 8 in, OC along butted end Joints and 12 in. OC in the i for use in fire resistance assemblies. For 2 Hr and ^, Hr ratings, any 518 in. or 1/2 in. thick .�, laid over the subfloor. Floor topping thickness shall be a min of 1 in. MAXXON CORP — Type Enkasonic 91 10, Enkasonic 91 10 HP. long dimension perpendicular to Joists. Gypsum board secured with 1 in. long No. 6 Type W field of the board. Butted end Joints shall be staggered min 2 ft. within the assembly, and occur gypsum wallboard Classified for use in other 2 Hr, 3 Hr or 4 Hr Column Designs. Min total HACKER INDUSTRIES INC — Type Quiet Qurl 551025 Alternate Floor Mat Materials* - (Optional) — Norn 0.2 in. thick floor mat material bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end midway between the continuous furTing channels. Each end of each gypsum board shall be thickness of layers in inches for the various ratings and min column sizes are as follows: Alternate Floor Mat Materials* — (Optional) — Floor mat material nom 3/8 in. thick loose loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the . * joints. The Joints of the gypsum board are to be staggered a minimum of 12 Inches from the supported by a single length of furring channel equal to the width of the board plus 6 in. on each laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in, mat prior to the floor topping placement. Floor topping thickness shall be as specified joints of the subfloor. end. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to WShaped Rating (Hr) Comer Details For Various Rating H HACKER INDUSTRIES INC — Type Quiet Our! 60/040 under Floor Topping Mixture- GEORGIA -PACIFIC GYPSUM L L C — Type DS underside of the joist with one RSIC-1 clip at each end of the channel. Butted base layer end � Column Alternift Floor Mat Materials" — (Optional) — Floor mat material nom 314 in. thick loose MAXXON CORP — Type Acousti-Mat LP -R Floor Mat Materials* — (As an alternate to the single layer gypsum board) - Floor mat joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to the furring Min Column 1 2 3 1 Hr 2 Hr 3 Hr laid over the subfloor. Floor topping thickness shall be a min of 1-1 /2 in. Metal Lath (Optional) — For use with floor mat matenials, 318 in. expanded galvanized material loose laid over the subfloor. channels using 1-5/8 in. long No. 6 Type S bugle head steel screws spaced 8 in. OC at buffed Size HACKER INDUSTRIES INC — Type Quiet Qurl 65/075 steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression MAXXON CORP — Type Acousti-Mat 1, Acousti-Mat 11, Acousti-Mat 11 HIP, Acousti-Mat 3, joints and 12 in. OC in the field. Butted end joints to be offset a min of 8 in. from base layer end Total thickness (In.) Metal Lath (Optional) — For use with 3/8 in. or 1 0 mm floor mat materials, 318 in. Mat (CSM) loose laid over the floor mat material. Floor topping mixture shall be min 1 Acousti-Mat 3 H P, Enkasonic 91 1 0, Enkasonic 91 1 0 HP, Acousti-Mat LP -R_ joints. Buffed side joints of outer layer to be offset min 18 in. from butted side Joints of base layer. W4x13 1 1-1/2 2-1/4 8 C D expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker � in. Gypsum Board* — (For use when floor mat is used) Two layers of nom 5/8 in. thick, 4 ft i When Steel Framing Members (item 5C) are used, panels installed with long dimension , '01sts. W6x15.5 1 1-1/2 2-1/4 B C D Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, MAXXON CORP — Type Crack Suppression Mat (CSM) wide gypsum board, installed with long dimension perpendicular to Joists on top of the floor parallel with I Base layer attached to the furring channels using 1 in. long Type S bugle- W10x49 1/2 1-1/8 1-7/8 A B C G floor topping thickness a norn 1-1 /4 in. over the floor mat. Finish Flooring - Floor Topping Mixture* — Min 314 in. thickness of floor topping mat material. Gypsum board secured to each other with I in. long No. 6 Type G bugle head head steel screws spaced 8 in. OC along butted end Joints and 12 in. OC in the field of the Tube Shaped columns Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture mixture having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The i panels. Butted end joints shall be staggered min, 2 ft. within the assembly, and occur midway TS 4 by 4 having a min compressive strength of 1 1 00 psi. Mixture shall consist of 6.8 gal of water to gal of water mixed with 80 lbs of floor topping mixture and 1-4 to 1.9 cu ft of sand- joints of the gypsum board are to be staggered a minimum of 12 inches in between layers between the continuous furring channels. Each end of the gypsum panels shall be supported by by0, 1 88 1 1-3/4 2-5/8 B C D 80 lbs of floor topping mixture to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, RFR, Ortecrete and from the joints of the subfloor. a single length of furring channel equal to the width of the panel plus 6 in- on each end. The TS 8 by 8 HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill GEORGIA -PACIFIC GYPSUM L L C — Type DS furring channels shall be spaced approximately 3-1/2 in, OC, and be attached to underside of by 0.250 518 1-1/2 2-1/4 A C D 4010, Firm -Fill High Strength and Gyp -Span Radiant System No. 9 2. Alternate Structural Wood Members* — Min 9-1/2 in. deep "I" shaped wood joists the joist with one Genie clip at each end of the channel. Butted base layer end Joints to be offset System No. 4 Sub -flooring — Min 1 by 6 in. T & G lumber fastened diagonally to Joists,- or min 15/32 spaced max 24 in. OC. Min joist bearing on bearing plate shall be 2 in. Joists secured to a minimurn of 24 in. in adjacent courses. Outer layer attached to the fuming channels using 1 - Applied in layers as noted in the above illustrations, Boards are to be applied vertically without F Subflooring — Min 19/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". in. thick plywood or min 7/16 in. thick oriented strand board (OSB) wood structural beaning plates with two 8d nails at each end. Circular holes may be cut in the web of joists in 518 in. long Type S bugle -head steel screws spaced 8 'tn. OC at butted Joints and 12 in. OC in horizontal joints. Face grain of plywood or strength axis of panels to be perpendicular to Joists with Joints panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panel accordance with the manufacturer's published installation instructions. the field. Butted end joints to be offset min 12 in. from base layer end Joints. Butted side joints of See Gypsum Board (CKNX) category for names of manufacturers. staggered. to be perpendicular to Joists with Joints staggered. USER NR — Types TJI@ 360, TJI@ 560, TJI@IL65, TJI@/L90, TJI@)/H90, outer layer to be offset min 12 in. from butted side Joints of base layer. 2A. Gypsum Board* — As an alternate to Item 2- 3/4 in, thick gypsum wallboard. For 2 Hr Vapor Barrier - (Optional) — Norn 0.030 in. thick commercial asphalt saturated felt. Finish Floor - Mineral and Fiber Board* — Min 1/2 in. thick, supplied in sizes TJI&HD90, TJI,&/HS90, TJI@ 100C, TJI@ 300C - AMERICAN GYPSUM CO — Type AG -C rating, 1-1/2 in. total thickness,, installed in accordance with comer detail B. For 3 Hr rating, Finish Flooring - Floor Topping Mixture" — Min 1-1 /2 in. thickness of floor topping ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with 3. Bearing — Factory -Installed bearing clips, formed of min 0.084 in. (1 3 gauge) gaIv steel * CERTAINTEED GYPSUM INC — Type FRPC, Type C 2-1/4 in. total thickness installed in accordance with comer detail C. Boards are to be applied mixture having a min compressive strength of 1 000 psi and a cast density of I 00 plus or , adjacent sub -floor' ints. 10 shall be used to attach the' ists to the bearing plate. 10 CERTAINTEED GYPSUM CANADA INC — Type C , vertically without horizontal ' ints. 10 . minus 5 pd. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi HOMASOTE CO — Type 440-32 Mineral and Fiber Board 4. Biridging — When the wood and steel trusses described in Item 2 are used, norn 2 by 6 GEORGIA -PACIFIC GYPSUM L L C — Types 5, C, DAP, DA, DAPC CANADIAN GYPSUM COMPANY — Type IP -X3 or ULTRACODE E through nozzle. Mixture shall consist of 1.4 cu feet of prefon-ned foam concentrate to 94 lbs in. lumber attached to bottom chord of each joist with two, min 0.045 in. thick (1 8 gauge) galv LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-CIA UNITED STATES GYPSUM CO — Type IP -X3 or ULTRACODE Type I Portland cement, 300 lbs of sand with 5-112 gal of water. System No. 10 bridging clips. The bridging clips are pin -connected to the bottom chord of the joists and i TEMPLE-INLAND — Type TG -C USG MEXICO S A DE C V — Type IP -X3 or ULTRACODE ELASTIZELL CORP OF AMERICA — Type FF Subflooring — Min 19/32 in. thick wood structural panels, min grade "C -D" or nailed to the bridging lumber with four 3 in. long 1 Od nails. THAI GYPSUM PRODUCTS PCL — Type FRPC, Type C 3. Steel Stud — 1-5/8 in. wide with 1-5i16 and 1-7/16 in. legs having a 1* in. folded flange, System No. 5 "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to 5. Resilient Channels — Nom 1/2 in. deep, 2-1/2 in. wide, formed of min 0.021 in. thick 7. Finishing System - (Not Shown) — For second layer of gypsum board. Vinyl, dry or fabricated from No. 25 MSG galv steel. Length to be 1/2 in. less than the assembly height. Subflooring — Min 15132 in. thick wood structural panels, min grade "C -D" or . i joists with Joints staggered. (25 gauge) galv steel. Installed perpendicular to the I -joists and attached to the bottom flange prealixed Joint compound, applied in two coats to joints and screw -heads. Nom 2 in. wide paper 3A. As an alternate to Item 3 Steel Framing Members* — galv. steel clips spaced 4 ft OC "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to Vapor Barrier- (Optional) — Norn 0.030 in. thick commercial asphalt saturated felt. of each Joist with 1-518 In. long self -drilling, self -tapping No. 6 Type S bugle head steel screw- tape embedded in first layer of compound over all Joints. As an alternate, norn 3132 in. thick and 1-1 A in. from top and bottern of column- A No, 28 MSG galv steel support angle with 1 - , joists with' ints, staggered. 10 - Finish Flooring - Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping Continuous rows of channels spaced 16 in. OC. Splices of continuous channels to be veneer plaster may be applied to theentire surface of gypsum board. 1,14 in. length shall be placed over clips and secured with screws attaching the wallboard. D Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. mixture having a min compressive strength of 1 000 psi and a cast density of 1 00 plus or centered on the Joists and overlap a min of 2-1/4 in. Additional 60 in. long pieces installed The angle cut 1 in- less than assembly height splices in angle to occur over clips. The clips Finish Flooring - Floor Topping Mixture* — Min 1 in. thickness of floor topping mixture � minus 5 pd. Foam concentrate mixed 40-1 by volume with water and expanded at 1 00 id m way between the adjacent continuous channels, at locations of the end joints in the base *Bearing the UL Classification Mark for use with wide flange columns only. '* E having a min compressive strength of 1 000 psi and a cast density of 1 00 plus or minus 5 ps' through nozzle. Mixture shall con ist of 1.2 cu feet of preformed foam concentrate to I st (upper) layer of gypsum board. Ends of the 60 in. long pieces of resilient channels to extend JOHN WAGNER ASSOCIATES INC, DBA GRABBER — Types CB, CB1CIip3. (6 pd. Foam concentrate mixed 40-1 by volume with water and expanded at 100 psi through 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. 6 in. beyond the centerline of the I-jolsts. 4. Corner Beads — No. 28 MSG gaIv steel, 1-1/4 in. legs to be attached to the wallboard with a M1 nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I CELLULAR CONCRETE L L C — Floor Topping Mixture No. 6 by 1 in. screws spaced 12 in. OC max. _d5 E Portland cement, 62.5 lbs of Pea Gravel, 312.5 lbs of sand with 5-1/2 gal of water. 5. Tie Wire — No. 18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. �e LITE -CRETE INC — Type I System No. 11 6. Screws — For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 0 E C System No. 6 Subflooring — Min 15/32 in. thick wood structural panels, min grade "C -D" or in. by 2 in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for 3/4 in. thick wallboard) =1 — 4=1 Subflooring — Min 19/32 in, thick wood structural panels, min grade "C -D" or "Sheathing". "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to Phillips head self -drilling, self -tapping double lead screws spaced 24 in. OC For attaching in 0 a Face grain of plywood or strength axis of panels to be perpendicular to joists with Joints � ji i Joi second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 I . steel (n staggered. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. angle (25 Ga) to be No- 6 by 1-3/4 in. (or 2-1/4 in. for 314 in. thick wallboard) steel screws of �i 9 Vapor Barrier - (Optional) — Norn 0.030 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. M � Finish Flooring - Floor Topping Mixture* — Min I in. thickness of floor topping mixture 'xture for 19132 or 15/32in. thick wood structural panels respectively, having a min ml [ 1 8 by 2-1/4 in- screws of the same type spaced 12 in. OC 5 having a min compressive strength of 1 000 psi. Mixture shall consist of 5 to 8 gal of water compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying 7. Finishing System — (Not Shown) — Joint compound applied over comer beads to a it B mixed with 80 lbs of floor topping mixture and 2. 1 cu ft of sand. the material fbr specific mix design. thickness of 1116 in. W — CS ULTRA QUIET FLOORS — Types UQF-A, UQF-Super Blend, UQF-Plus 200 ALLIED CUSTOM GYPSUM PLASTERWORKS LLC — Accu -Crete, AccuRadlant, *Bearing the UL Classification Mark AccuLevel G40 and Accul-evel SD30- W 10 i�* -8 1�i Q> Al 1 -Hour Floor/Ceil ing Assembly at TJ I A20 1 -Hour Interior Column Wrap 0 — = " fl�' 0 A 54D5 Not to Scale Not to Scale I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 I 10 I 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 1 21 1 22 1 23 IN =_ — Carmel Senior Living 10 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 19 I& L Structural Engineer Bob D_ Campbell & Company, Inc - 4338 Belloview Kansas City, Missoun 64111 816-531-4144 p / 816-531.8572 f Mechanical I EleGtrtcal I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 9 1 34922400 p I 91 3-492.2437 f K Civil Engineer Weihe Engineers 10505 N_ College Avenue Indianapolis, IN 46280 31T8466611 p/317 -843.0546f J Food Servtce Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913,362-1800 p 1 913-362-26M f 9 - ,N1_ V, \ JE� - , 1�1 I'll, -1 ,-� '-v". - �0;�� � 0 �- -, ;:-_ AR11 0 135 1��__ <Z = = -J --A = = STATE OF :tz t�_ 0 1 A�A ri tl.0 H I -f `i_ - F I'- 1-1 1. � 001' 07-11 1 - _)11,,1 , il"1211 1� __ - �_ , 11_�,_, D.Ax_,A�/ G - - 16:27:33 -05*00' ISSUED FOR: I 00% Consbuclion Documents I I July 2013 E 110] I* ��� Checked By JBT Fire Rated Assemblies W 00007 A Profect Number: 2013-037 @ Copyrrqht 2013 Q 1 2 3 4 5 1 6 1 7 1 8 1 9 -- - ------ - -------- f)nnr and Framn firhnrl�iln _ I Ini+e N1 Unit Door Schedule N Not to Scale 10 i 11 12 13 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 24 -1. J 211 (M121 %211 (M54 2 Comments 5 1/2" `54.03 Varies 51/2"' Varies 1. Patio doors at first and second floors. 2. Patio doors at third floor. 3. Closet door in MC and D units to have Set 64. w -- - M CZ > LO Typical Fixed Window at Siding N19 211�I,, 1/9" 054.02 1larioe Brick -� oldier ader, 1pical Brick -� ;k sill, ✓pical 3/- ---- (at brick Unit Mark -� Room Name -- 1 Door Type - Width 1 Door Height Frame ❑ 1111 fix d i j 1111 1111 as _ YP !, I T Thickness '❑Type - Jamb - Head ;Hardware Set _ _ j Fire Label Comments Ir 1 1A Unit Entry Unit Entry A A 3' 0" 61- 8" ;1 3/4" 3 G7/58.01 G 10/58.01 ' Set 58 120 Min. 3' - 0" 6' - 8111 3/4" 3 G7/58.01 G10/58.01 Set 59 120 Min. 1 B ----- ---- Unit Entry - --- - A -- -- -- 13 - 0 t - 6 8 1 3i4 1 j! 3 G7/58.01 G 10/58.01 j Set 60 20 Min. 2 Unit Bathroom - B -- - 11__ -- - 3- 0 -- - 61-811 -- 1 3/8 3 G7/58.01 G 10/58.01 j Set 61 I 3 Unit Bedroom B I " 3- 0 I " 6 8 I I 1 3/8 3 I G7/58.01 G10/58.01 Set 6 3A _- -'-- Unit Bedroom ._---------- .._r.. B 3- 0 ._._; II ...----I- - -- --- s 6 8 --- --- -� - 1 3/8 II ------- 3 I G 7/58.01 . --- I7------- --.__�-..___.. _------------ G10 /58 01- Set 64 ---------- 4- 4 - Unit Closet - �- j B - - 2- 6 _ -_ II 16 - 8 _ 13/8" 3 G7/58.01 J G10/58.01 Set 62 5 Unit Closet 1 K 4' - 0" 6' - 8'" - - 1 3/8" ❑ - - - _ -- 4 ' F 13/58.01 - -- - Set 65 6 Unit Closet K - ----- 5'- 0" 61-811 1 - -- r1 3r8' ' 4 F 13/58.01 ! Set 65 7- Unit Closet K 16 ---- - - 011, ' ---- - - --- 6' - 8" - -- ' 1 3/8°' -- ---- ,--- --- ---------- - 4 F 13/58.01 ', 'Set - _65 A13;E13/54.02' J12 N12154 02TSet 68 - -- 8 Patio C 6'- 0" 7' - 0" 1 3/4" 2 61 ®11 ! _ I A13;113,54 02} J12,N12/54 021, -Set 68-- 9 ------ --- - Patio --- ----- - C -- - -- -- -- 8' 0" 1 3/4°' 1 10 U nit C loset j B 1; - 8" 16' - 8" 13/8" - _ ----- 3 G7/58,01 G 10/58.01 !, Set 63 }----- -- ----------------- 1 3;8' ; G7i58.01 G 101/58,01 !Set 63 11 Unit Closet B 121-4-11 6' - 8" 3 12._-- --- -Unit Closet } --- - - B pair ------ 4' 0" 61. 8" 1 3/8' 4 G7/5&01 G 10/58 01 Set 67 13 Unit Closet B pair - - - -- --- 5 - 0 ! --; 61- 8 - 1 3/8 14 _- _ G71 8.01 G 10/58.01 Set 66 6' - 011 _ 16' 2' - 4 G7,58 01 G 10/58.01 Set 67 -, 14 15 Unit Closet W / D- B pair j - 8" � 1 3/8" - -----Unit 1 N---- - 411- - 16' - 8" 1 3/8" G7,58.01 G 10/58.01 Set 63 N1 Unit Door Schedule N Not to Scale 10 i 11 12 13 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 24 -1. J 211 (M121 %211 (M54 2 Comments 5 1/2" `54.03 Varies 51/2"' Varies 1. Patio doors at first and second floors. 2. Patio doors at third floor. 3. Closet door in MC and D units to have Set 64. w -- - M CZ > LO Typical Fixed Window at Siding N19 211�I,, 1/9" 054.02 1larioe Brick -� oldier ader, 1pical Brick -� ;k sill, ✓pical 3/- ---- (at brick iambs) - 1 X54.05 Typical Fixed Window at Brick Veneer 2" 2„� �N 19� � 5112" 54.02 Varies 51/2°/211 0 v II II 311 I II II II 2" Re: 2" 2" Re: Sched. 2" 3 112° Re: 3 1/2" 3 1/2" Re: Sched. 31/2 2 Re: 1 - 6"1/-2" 2 Re: 2 Varies 2 �, --- �' Sched.`_- ,�, C N 1 I Sched. , ; ----! _ - Sched. Sched. N N I - l 1 M ! j ,1 / ! 54.03' ; } 1 I' II I I U U I I i Q) _ > � !!Il I1 (n cn cj ; ij Cnl I I Cn / I _N cn o ti !� ai I j hi i I ui j Tempered 1 Fire -rated CZ CZ L> 1 > ! I 11 I ! N lass tempered l 1 Fiber I i. I i g p glass � , L-- L;-- (08800) (08800) - cement ii Hollow Metal Frame. Double Hollow Metal Wood Frame. Double Wood Frame. Metal Frame w/ Metal Frame w/ Sidelite j typicatri l. ! j Painted. Frame. Painted. Painted: Painted. Sidelite (08110) "' ___._._ yp N I. ! K1 Brick soldier header, typical �I (at brick K6 jambs) 54 03i Na. r'N 19' ,5414 Varies I ----- -------------------------------------------------- --------------- T- 00 I` I ❑! d I 1111 '❑ I'❑❑ ❑0 ❑ 1111 fix d i j 1111 1111 as ff i !, I I i i j j I II I , I Ir >' i 1 ! iambs) - 1 X54.05 Typical Fixed Window at Brick Veneer 2" 2„� �N 19� � 5112" 54.02 Varies 51/2°/211 0 v II II 311 I II II II 2" Re: 2" 2" Re: Sched. 2" 3 112° Re: 3 1/2" 3 1/2" Re: Sched. 31/2 2 Re: 1 - 6"1/-2" 2 Re: 2 Varies 2 �, --- �' Sched.`_- ,�, C N 1 I Sched. , ; ----! _ - Sched. Sched. N N I - l 1 M ! j ,1 / ! 54.03' ; } 1 I' II I I U U I I i Q) _ > � !!Il I1 (n cn cj ; ij Cnl I I Cn / I _N cn o ti !� ai I j hi i I ui j Tempered 1 Fire -rated CZ CZ L> 1 > ! I 11 I ! N lass tempered l 1 Fiber I i. I i g p glass � , L-- L;-- (08800) (08800) - cement ii Hollow Metal Frame. Double Hollow Metal Wood Frame. Double Wood Frame. Metal Frame w/ Metal Frame w/ Sidelite j typicatri l. ! j Painted. Frame. Painted. Painted: Painted. Sidelite (08110) "' ___._._ yp N I. ! K1 Brick soldier header, typical �I (at brick K6 jambs) 54 03i Na. r'N 19' ,5414 Varies I ----- -------------------------------------------------- --------------- T- 00 I` I ❑! d 1111 I 1111 1111 1111 1111 '❑ I'❑❑ ❑0 ❑ 1111 fix d i j 1111 1111 as ff i 7E ❑1__�_., I i i j j I II I Ir JI 1 ! q (08110)(08110) (06202 08250) (06202, 08250) (08110) 6 ,--___ ___----------------._. ---- ------- 3 4 5 6A - Fire door frame with sidelight with -- __ I - -- _---- -- - w -- ---- ------ --- 1 -- --- --------------------------------------- Ki Door Frame Le end fire -resistance -rated glazing tested as /E19 g Brick X54.02 an assembly in accordance with ASTM I N CO 0 1' 2' 4' ,� - - -- rowlock sill, 1/4" 1 I- II - - - _.___-___. - _ (� N - _ K------------ ----- --..------------------------- -------------- -- - - ----- E 119 or -- L 263 -- -- -- --- typical log -- C� ---- --- - -- -- - Wood frame (08256) _ - -- - - - __ ! 1 �-� I lr-------------------------------- 5/8" - --- -- -- --- Wall location at inside Wood blocking (06402) Gypsum board -each side 1- 1 ``� ___ -_____ - -- --_ ---__ T --- -- cornercondition. � CO ; �, E--- -- 2x Wood stud doubled 06100 (0 woo Eq. 3'-6" Eq. Eq. 3'-6" Eq. � 411 Hollow metal frame, painted. � ( ) I � � 2x wood studs I Wood header, Re: Structural _ Acoustical batt insulation 07210 1 I Jamb anchors, 3 N ( ) 1 1/2 1 1/2" " I " Acoustical batt insulation (07210) 1 1l2 1 1 1/2 J minimum. Spot grout - - -- T l SI -5/8° Sto 112 1 /A19 Typical Sliding % A19\ Typical Sliding Paintable sealant each side. jambs at anchors. _._ _ Paintable sealant each side 154 0f- 54 02 yp g ❑� Window �X - (07920) `�� Window g at Siding with PTAC - at Siding r Wood header, Re: Structural Hollow metal frame, painted. 2„ Door per schedule 2 5/8" Gypsum board - each side Wood frame and blocking (06402) Door per schedule Paintable sealant each side. (09250) H13 Window Legend - Exterior Window Trim 2x wood stud, doubled Paintable sealant each side (07920) Door per schedule II I li H I Door per schedule 112 = 1 -0 0 6°° 1° 2' G1 Door Head Detail G4 Door Jamb Detail G7 Door Jamb Detail G10 Door Head Detail Wall location at inside corner condition. ._.__1.1/211 =1_'°OI_._______________._._._._._._._._._._._._._._._._._._._._._._._._._._._._...__.. _._.__1 1/2°_._`__1.w0._._._._._._._._._._._._._.__._._._._._._._._._._._._._._._._._._._._._._._.__8° _._.__.__.__._. -- ---112" = 1'-0" p -- 4" g°° 1 112" = 1'-0" 0 2" 4" s°' Gypsum board, painted. 3/4" x 3 1/2" painted MDF Insulated glass w/ muntin grid jamb block by door mfr. (08110, 08460. G Varies Varies Varies Varies 08561 Varies Varies Varies Re: Sched. Re: Sched. Re: Sched. Re: Schell. Re: Schell. Re: Sched, Re:Sched.1 00 ' 1111 ❑]❑�I Sliding closet door. Ell]' ❑I�Ell]�'� -a � -cs � as 1 � ❑ � � , � � -� 1 1111 i ❑ ai m j e, 2x wood stu1:1d, doubled Cf)'' Cn ( '' n 1111 ❑ ❑ ❑ F13 Door Jamb Detail E:�Ded F\ R 11E 1111 ❑ 1111 ❑ ❑ 1 1/2" = 1 °-0" 0 2..:1 E Q) r --- 4°, $,1 .�Co � � .� o � 1111 1111 .�CIO � 1111 a� °' � > C) 7, [IF] ❑ � ---- co > r 1111' 1111 til l > L -JL �J LLJLJ ❑I ❑ o o U) Fiber cement trim, typical. • i , - , U Cn °J (Brick soldier header, cut to course, at 4"asonite SC Wood" Wood Door Vinyl Sliding Steel Door Steel Doors Wood Doors Steel D r w/Glass and E o Door Paneled Glass Door w/Glass w/ Glass (pair) w/ Glass Sidelite brick locations) Insulated glass w/ N Reference Unit Door Schedule N1/58.01 muntin grid by d Paneled B C D E F G E A door mfr. _ and Door Schedule A1/58.02 for door type (08561 CZ 111' Varies VariesId Varies Varies 10'-011 31/2" Varies 31/2"_2 Re: Sched. Re: Sched. Re: Sched. Re: Sched. _. "' T -i UU / 0 -C D cn cn oc X.� fixed CE 1ca m' > Cn ca co> co Hollow nnetal woaa Wood Sliding Double -Opposing Automatic Entry Flush Door Flush Door E C H J Doors Paneled Steel Doors Applied Doors a v 2' - 4" K L Varies. Re: Schell. pp M co C�� wood trim > CLW 0 3'- 011 , ' \'❑ ''I co � \ C:) Q _ m YI 0 B co - r -14 cn ' 0 r D > o r ` 1 � \` '--- ----- -------------------------------------------------- --------------- T- 00 I fix ❑! d 1111 I 1111 1111 1111 1111 '❑ I'❑❑ ❑0 ❑ 1111 fix d i j 1111 1111 ' 7E ❑1__�_., I Ir 1 ! co Hollow nnetal woaa Wood Sliding Double -Opposing Automatic Entry Flush Door Flush Door E C H J Doors Paneled Steel Doors Applied Doors a v 2' - 4" K L Varies. Re: Schell. pp M co C�� wood trim > CLW 0 3'- 011 , ' \'❑ ''I co � \ C:) Q _ m YI 0 B co - r -14 cn ' 0 r D > o r ` 1 � \` '--- ----- -------------------------------------------------- --------------- T- 00 :1E I I I I i ' \ I Ir 1 ! I ' ; I I� � I Wood Louvered Wood Flush Door (Solid Core) Double Flush Steel Al Door Legend A13 Door Legend - Exterior Door Trim Z) N P Q A 114" = 1'-0" 0 1' 2' 4° 1/211 = 1 1.011 0 6" 1' 2- 2 !3 14 15 16 17 18 19 110 111 112 113 114 115 116 5'-011 5-0" Q Gliding 60x60 A 4'-( 0 co 0 Fixed 48x84 F coG C o 0 U T - co Note: Window Elevations are from exterior Gliding 60x48 B 51-0 A17 Window Legend 1/4" = 1'-0" 0 1' 2' 4' 17 1 18 1 19 Fixed 60x84 G Typical Sliding Window at Brick Veneer 41-011 Gliding 48x60 C T- «0 I N 0 0 41 - 0;1 41 - Oil r r Fixed 48x60 D 31-011 T Carmel T- T - F ixed 36x84 H T - co Fixed 48x48 E 31-011 m Fixed 36x60 J 2' - 011 Fire -rated tempered glass (08800) Fixed 2436 K 20 1 21 122 1 23 24 Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 FEEIFEr 816 421 8200 phone 816 421 1262 fax esae,' -' design with insight.com 1 Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p ! 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H \`���`���c►fit I IB r���1�� �,�� � r 1 V AR 11200135 STATE OF ti r � t7.1 1 (��e_. r t 17:09:33 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D awn By LS ecked By JBT Unit Door Schedule and Door and Window Types >ject Number: 2013.037 �c) Copyright 2013 T- 00 :1E T� co Gliding 48x60 C T- «0 I N 0 0 41 - 0;1 41 - Oil r r Fixed 48x60 D 31-011 T Carmel T- T - F ixed 36x84 H T - co Fixed 48x48 E 31-011 m Fixed 36x60 J 2' - 011 Fire -rated tempered glass (08800) Fixed 2436 K 20 1 21 122 1 23 24 Senior Living R SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design) Construction Management N 817 Wyandotte Kansas City, MO 64105 FEEIFEr 816 421 8200 phone 816 421 1262 fax esae,' -' design with insight.com 1 Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p ! 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f H \`���`���c►fit I IB r���1�� �,�� � r 1 V AR 11200135 STATE OF ti r � t7.1 1 (��e_. r t 17:09:33 -05'00' ISSUED FOR: 100% Construction Documents 11 July 2013 E D awn By LS ecked By JBT Unit Door Schedule and Door and Window Types >ject Number: 2013.037 �c) Copyright 2013 a 1 4 1 5 1 6 7 1 8 1 9 I 10 I 11 i 12 -- ---- Door and Frame Schedule - Common Areas _ -------- - T i Door Number Door Door Door Frame Frame Frame ------- _[_--- ----- --------------- ---- --- -- -- ----- ' 1 Room Name Door Type Width Height Thickness Type Jamb Head Hardware Fire Label Comments C 101 - Corridor G 3' - 0" 8 - 0" 1 3/4" 5 E8/54.02 I N6/54.02 Set 3 , 2 .� -.- ----- - _ _-_ C102 I -- Corridor G 13' 0" 18' - 0" 1 3/4" 5 1 E8/54.02 N6/54.02 Set 3 2 -- --- -- - ---- - --- - C 104 -- Corridor L 6' 0" ! 7' - 0" 1 3i41' 2 F 13/54.07 F 7/54.07 Set 30 90 Min. ' 2, 3 __ _ ._._.__._T__.__ __.__.- _._._.______.___._._._._.___ --------------------------------------- C106 -- Boiler A 31- 0" 16' - 811 1 3/411 3 07/58.01 j_10/58.01 Set 9 20 Min. --- ---- - -- -- - C107 A Central Electrical A 3' - 011 6 8'' I 1 3/4" I3 G7/58.01 G10/58.01 Set 11 20 Min. 2 _______4_________ 1C107 - ( B- Central Electrical H 3' - 0" :7` 0"" 11 3/4" 1 E8/54.02 N6/54.02 Set 12 60 Min. 2 C 108 i - Plant Office A 3' - 0" 6' - 8" 1 3/4" 3 j G7/58.01 j G 10/58.01 Set 37 20 Min. - ------ -- - --- : -------------------------- IC109 -- !Storage A 3' - 0" 6' - 8" 1 3/4" 3 _7;58.91_ 10/58.01 Set 9 20 Min. 0110 1A --------- _Resident Laundry - -i - _-- - ---- -3-- 0 -- 161-811 11 3!4" ! 3 07/58.01 _10/58.01 Set 2 20 Min. 3 -- -_ 1 Clio B Residen� Laundry B pair 5 - 0 , 6 8` 1 3/8" 3 ! =07/58.01 ! G 10/58.01 Set 15 _ _. C110 C Resident Laundry B pair 5' - 0" 6 8"� 318" 3 _- _7/58.01 _10/58.01 Set 15 - ---- _ _ C111 -- Men's Room A 3 011 I A. - 81; 1 3/4'" 3 _715$.01 _10158.01 Set 4 20 Min. ------ ------ - I-- -_-- ---- ___._ ._ _.__._._._._._._._.--. _ ___.____.___.__-_.___-_. __ __.___ - _._._._--- _____.._ _._._._._._._._._._ _ +,- - " i! 1 I! f` ii '-'-'--- - C112 -- Women s Room A - 3° - 0 6 - 811 �,1 3/4' 3 07/58.01 _10/58.01 Set 4 20 Min. - - - 3' 0" 6' 8" 1 314" 3 G 10/58.01 Set 1 20 Min. Kl 13 Electrical A ! -- _------- - -- -- - _ ---� - C 114 , -- , Trash A 3' - 0" 6' - 8° 1 8141' 3 1 G7/58,01 I G 10/58.01 Set 6 20 Min. ---- ---._. .-. . -r-- ---- --- ------ -- ----- ----- - - I I C I 11 1 �. I C115 , A L Bistro P 13 - 0 13 0 1 3/4" ; - I - Set 16 I'I Solid Core _------.-_.--_- - - ----...._ - --' -- -- _...-_-1-.___- le ------ -------------------,-- _ ---- - - C115 B Bistro E 6' -�--- 1 8/4 2 A8/54.02 J6/54.02 Set 51 2 - 4 C 116 ' A I Grand Parlor E 6' - 0°" =8' - 0°' 1 3/4' 2 ! A8/54.02 J6/54.02 Set 51 12 .__._ __ _ ._._.___- - - - ._._____ .... _.__.-_..._ .1__._ ________ ._.__._. .__.__.--_ - - - - ____- __._._.{'._. - _ - ; C 116 � B � G rand Parlor E i ° _ 1 ------- ----- - ______ ------------------------------ I _- _-- 6 0 i 8 0 1 :'413 2 A8154.02 J6/54.02 Set 51 , 2 ---- --- - __..,_ _! w� _..__ ------ - C 117 ; Vestibule -- M 10' - 01, 7' - 0"' 1 3/41f F 1 /54.05 L8/54.05 Set 17 1 I-- ---- _ ---- _ - --_- - - -- - - - - - - - -- --------- C 118 -- i Vestibule M 10' - 01" - 01. 1 3%4i1 F8/54.05 1 A10/54.05 Set 17 1 _.____._._____._1------------------____. ._-_ _._._.______________________ _ _ _____ __ _ _ _ _ _._._ _._._ _._ _ _ _._._._._.__ - _ _ _ _._ _._ _ ___ _ _-___ __ ----------- ..._ _ ._._._ _._ __._._._._._._._._._._._.__. C 121 , - B.O. M. Office A 3' - 0" 6' 8" 1 3!4" 3 1 G7/58.01 G 10/58.01 Set 28 20 Min. 3 - - -- - - __ - + -- -- - --- -- - - +- - - I C 122 I -- 1 Copy A 31- 0" 6' - 61 1 3/4" 3 1 _7/58.01 ! G 10/58.01 Set 27 20 Min. 3 �_______�-_-__---------_+_ .-_ - ..__- ,� C123 i -- E.D. Office A 31- 011 6' - 811 1 3/4" 13 ;37/58.01 _10/58.01 Set 28 20 Min. 3 - ------ ----- - --- ------ ---- ------}----- --_ ---- C124 A tConference A 3' - 0" 6 8`" ;1 3i4` 13 1 07/58.01 1 _10/58.01 Set 27 20 Min, 3 --- - -- ----r -- ----- -- ! -- -- - T- ----- ------ ---I : :^ C124 B Conference A 3' - 011 6 8" , G7/58,01 ' G10/58.01 Set 27 20 Min. 3 .1__ - �_____,___________-T_---_ --- ---- - -.------------"------- -� C 125 -- Sales Office A 3' - 0" -' 6` - 8" 1 3/411 3 '; G7/58.01 1 G 10/58.01 Set 28 20 Min. 13 i ----- ----- ----- --- _--_._._.__ t_ -_ .____ - -_ _._.,-. 1 C126 A.D. Office A 131.0" 61- 8" 1 3/4" 3 (37/58.01 1 G 10/58.01 Set 28 20 Min. 3 _. I __-r_-___._ _R,_._.__.- ---- ___ - - -- , __ I it --} - II � /� C 127 Fire H ! 3 - 6 17 01; 1 3/4 1 ; A8/54.02 I J6/54.02 Set 49 60 Min. ------ C128 ' A Lounge A 3' - 0" 6` - 8" - 1 3�4°' -- 3 _7/58.01 G 10/58.01 Set 5 20 Min. ______._ _ .__.-._._._._ --------------- ____.___--_-.__ _.___-- .-- _.__._._.___ _._. __ _ _.-___ _._.__.__.___._._._ -----.-__.__. _.____.___.____ ___.__. - II I II C128 B Lounge J 3'- 0 F _ 0 11 3/4 3 _7/58.01610/58.01 Set 24 C129 A Kitchen J 13' - 0" 171- 0" 1 3/4"' _ '' 3 ' G7/58.01 I G10/58.01 Set 19 _ _ C129 B 1 Kitchen ------ - J 13 - 0 71- 0" j 1 3/4" 3 _ G7/58.01 1 G10/58.01 Set 20 ------ --- -- - --------- - t I , " 11 �� I C Kitchen H - �ll _ 4 0 0 Ii 1 3/4 4 et 22 ' 1 i A8 4.02 I J6/5 .02 S A8/54.02 C129 I D Kitchen H 3'- 0" _ 17' - 0" ;1_3/4" 1 ; F 13/54.07 1 F7/54.07 Set 23 90 Min, _ _ I C129 1 E Kitchen H 3' - 011 7 0" 1 3/411 1 F13/54.07 F7/54.07 Set 34 90 Min, ----- -- - - ------ --- ------ ----------- ------------ -- ------ ---- -t t --- - --- - - _ - - ---- - D --- ----- - -- - --r --- --- -- --- --- -- ---- ----- -- -- _130 ! -- ry Storage H 3' - 011 6! 8"' 1 3/4" 1 I G4/58.01 G 1/58.01 Set 21 - C131 i - 1 Chef H 3' - 0'1 6° 8" 1 3/4"1 1 _4/58.01 G 1/58.01 Set 10 1 - - - -- -- - -- _-1 ----------- _ - C132 _._._.___._._.__._._._._._L_'"___--------------..__._1 Toilet J 31- 011 17' 011 1 3/4" 3 -_- --- G 7/58.01 G 10/58.01 Set 25 L1_____ _ _-.___ _._ _ ------ ..j-----------------------------------------------------------.................... I I - - I I 1 3 IAN Room A �- I 3 C 20 Min. 113 0 _ 1 4 ' et _ , 6 8 3/ 7 1 1 /58.01 S 33 13 G /58 0 G 0 I C134 i -- i Storage A 3' - 0" ~16' - 8" 11 3/4" ' 3 G7/58.01 1 G10/58.01 Set 9 20 Min. ___ I I C135 I A_____ I L Dining - - ------ Q - _--- 71- 011-- - 7� ' - 0'" ! 1 3/4" 4 G 7/58.01 1 G 10/58.01 Set 18 - 20 Min. 12, 3 * - - --r- ------------- ,------------------- -r ---- ------------.------- -- C135 I B 1 IL Dining Q 71 - 011 71 - 0" 11 3/4" I4 G7/58.01 1 G10/58.01 Set 18 20 Min. �2, 3 C135 C IL Dining E 61- 0'1 8' - 011 I 1 3/4" 12 A8/54.02 J6/54.02 Set 51 2 - j C 136 !A Private Dining F 61-011 71-011 11 3/4" 4 _ G 7/58.01 1 G 10/58.01 Set 41 -------------------------------------------------------------- C136 B i Private Dining E 6' - 011 81- 0" 1 3/4" 2 �A8/54.02 J6/54.02 Set 51 2 ------- C138 A Library A 61- 011 71- 01' 1 3/4" 2 G4/58.01 I G 1 /58.01 Set 13 20 Min. 3 I -- - -- - - }- --- - ----- t- - C 138 B Library - - E 6' - 011 � ' - 0" 1 3/4" 2 1 A8/54.02 1 J6/54.02 Set 51 _ 2 1 C 141 - Corridor G 3' - 0" 17' - 0" 1 3/4" 6A Set 53 90 Min. (I 2 -- t ---i- --- C145 -- Electrical A 3' - 0"' 6' - 8" 1 3/4" 3 _7/58.01 1 _10/58.01 Set 29 20 Min. 12 C146 1-- Women's Room A 31- 011 16' - 8" 1 3/4" 3 1 G7/58.01 I G 10/58.01 Set 4 20 Min. - - - --- - - ' ____�__ --' 1 1 C 147 1-- Men's Room A 3' - 0" 6' - 8" 1 3/4" 3 1 G7/58.01 1 G 10/58.01 Set 4 20 Min. I C148 A Soiled A 3' - 0" i 6' - 81' 1 3/4" 3 1 G7/58.01 G 10/58.01 Set 5 20 Min. _ ---- a C148 B Soiled J 31- 011 ' 61- 81' _ 1 3/8" 3 i G7/58.01 G 10/58.01 Set 5 C 150 i A House Laundry A - 3- 0 6- 8 1 3/4 3 7/58.01 G 10/58.01 Set 2 20 Min, I II I II II i --- C1150 I B Electrical J 3' - 011 61-811 1 3/8" 3 G7/58.01 G 10/58.01 Set 33 C 151 -- Wellness Dir. Office e A 3' - 0" 61- 811 1 3/4" 3 G 7/58.01 G 10/58.01 Set 28 _20 Mi_n. 3 Nurse/AL Dir. Office A 3 0 6 - 8 _____ __ _____ _ C 152 -- -- 1 314" 3 G 7/58.01 G 10/58.01 Set 28 20 Min. 3 -- 1 HK A 3' - 0" 6' - 8" 1 3/4" 3 _7/58.01 1 _10/58.01 Set 5 20 Min, C 153 i---------__ --- C 154 - Caregiver Office A 3' - 0" 6' - 8" _ 11 3/4" 3 1 _7/58.01 G 10/58.01 Set 28 20 Min. ! 3 i C 155 1-- Meds A 31- 011 61- 811 1 3/4" 3 1 G7/58.01 G 10/58.01 Set 31 20 Min. C157 I -- AL Vestibule M 1101- 0" 71- 0" 1 3/4" I F 1 /54.05 I L8/54.05 Set 17 1 - I ----- - 7' - 0" 1 3/4" - F8/54.05 A10/54.05 Set 17 I 1 C158- AL Vestibule M 101-011 C 159 -- AL Parlor E 6 - 0 8' - 0" 1 3/4" 2 1 A8/54.02 I J6/54.02 1 Set 51 2 I II -- - __ -------- --- --- - _ - - C160 A AL Bistro E 6'_ 011 8'- 0" 1 3/4" 12 A8/54.02 1 J6/54.02 Set 51 --- 2 _ �. --------------------------------__._-._.___--_-._.._._----------._._._._._._._._._._._.._._._._._._._._._._._._._._._._._._._._._._._._..-----------------....._-----------------------------------------------t---------------- -- ---�------------ ------ ---------------------------------------------------- r 11 11 � I - 1 B AL Bistro P 3- 0 3- 0 1 3/4 I -- I -- I -- Set 16 Solid Core 1 - - --- _ - 0162 -- Laundry I A 31- 011 61-811 8" 11 3/411 1 G4/58.01 i G1/58.01 Set 5 20 Min. ---------- --- C 163 I A , Soiled A 31-011 61-811 I 1 3/4" 11 G4/58.01 ' G 1 /58.01 Set 5 60 Min. ---- - ----------+- - ------ ------------------------------- ----- ---- ---- ------- - ---------F-- -- -- __ - ---- ------ - - - ---------- ----- ---------- - - - --- -- C 163 B I Soiled H 31- 011 6' - 8" 1 3/411 1 j G4/58.01 1 G 1/58.01 Set 5 45 Min. -_ C164 -- i Elec A 131- 011 61- 811 i 1 3/4 1 1 G4/58.01 G 1/58.01 Set 33 20 Min. t C165 i -- Meds A 3` - 0" 6' - 811 1 3/411 3 G7/58.01 1 G 10/58.01 Set 31 20 Min -------- -------------- -- ------------ ------ -- ----------- -- --______.___.___._______1------------------------ ----------------- ------------------------ --- - ---- ---M - ----- -- --- 1 C 166 ! -- MC Director A 31-011 161-811 1 3/4" 3 G7/58.01 I G 10/58.01 Set 28 20 Min. 0168 ' A MC Dining - A 61- 011 7' - 0" 1 3/4" 4 1 G7/58,01 ! G 10/58.01 Set 38 20 Min_ ---- ------------- - ------ -------- 1 II I II II - - 2 Min. C 168 B MC Dining A 6 0 7 0 1 3/4 4 G 7/58.01 G 10/58.01 S et 38 0 _ ___.___.___._ ________-----------4 - __.___._.__ N6/54.02 Set 36 2 C168 C , MC Dining E 61- 011 8' - 0" 11 3/4" 12 1 E8/54.02 C 169 A Toilet A 3' - 0" 6' - 8" ! 1 3/4" 3 1 _7/58.01 G 10/58.01 Set 4 20 Min -- - - -- - - C169 B Toilet J ! 3' - 0" 6' - 811 1 3/8" 3 1 G7/58.01 G10/58.01 Set 4 I J----------'---- - -t -'----- - --------'--- -------'--_------ ------'- --- ---- - --------�------------------------ --'''_ _ f --tl-'-- -'--- ------I'---'---- _'--- ----- ------i - _ '-'-'---� - --'--- -- --'-- - - ---�--,-,-...-.-.-.---.--------------------------..-------- - ---------- C 170 I -- Spa A 13 - 0 6 - 8 1 3/4 3 i G7/58.01 1 G 10/58.01 Set 4 20 Min. - - I C171 �- MC Kitchen P 31- 011 4' - 41/2" 1 3/4" -- I -- Set 16 Solid Core -- C 173 A AL Dining I Q 7' 0" 7` - 011 1 3/4" 4 1 G7/58.01 j G 10/58.0_1 Set 18 20 Min 2, 3 ' ------- ------ ---- --- ---- -------- ------i C 173 ----- ---i-B - -- -+A L D in ing ----- Q--- -----------------------71- 011 ---- ---- 7' - 0° ------ 1 3/4"-------- 2 - ---- ----- G 4/58.01 --- -- �G 1 /58.01 +Set 18 -- -- 20 Min. + 2, 3 C173 C AL Dining Q 71-011 71-011 1 3/4" 4 G7/58.01 G 10/58.01 Set 18 20 Min. 2, 3 - - - -- --- I II II 11 i I - 20 Min. , 1 'Set 18 2 C173 D AL Dining Q 7 0 7- 0 1 3/4 4 _7/58.01 _10/58.0 3 0173 j E AL Dining E 6 - 0 , 8 - 0 1 3/4 2 A8/54.02 , J6/54.02 Set 51 2 - - _ _ _ -- _.. --- - -- I C 173 1 F AL Dining Q _ 7' - 011 7' - 0" 1 3/8" 4 G7/58.01 I G 10/58.01 Set 15 C173 !G AL Dining B 2` 611 7'-0"-I. 13/4" 3 G7/58.01 1G10/58.01 Set 26 n A 13 114 1 15 116 117 1 18 119 i 20 I 21 I I eo 1i Door and Frame Schedule - Common Areas I I Door Number Door Door Frame Frame Frame I D Door : -------- t I i Comments Room Name Door Type I Width Height Thickness Type Jamb HeadHardware Fire Label -�_ C173 H AL Dining B 12' - 611 7' - 011 11 3/4" 3 G7/58.01 G 10/58.01 Set 26 ___, _ _ ___ -011 II I 11 11 _ C173 J AL Dining B 13 0 7 - 0 ;1 3/4 3 'G7158.01 G 10/58.01 Set 35 _ _ ------- C203 -- Corridor A i 6' - 011 7' - Ol` 11 3/4" 2 ', _4/58.01 G 11/58,01 Set 39 20 Min. 2,3 __._._._._.____-_._---- _ ._._ _.__._._ C204 -- Corridor L 161- 011 171- 0" ii 1 3/4" 2 F13/54.07 F7/54. 0 ! Set 30 j 90 Min 12, 3 - - _ ----- ---_1 ----1 - -- C205 ---__---- Storage A 31- 0" ��� �61- 811 _.__- I 1 3/4" 3 G7/58.01 G10/58.01 Set 1 120 Min _ _ 1 � I 13 � 1 1 C206 A Resident Laundry ! A 3 - 0 ! 6 - 81 1 3/4" 3 ! G7/58,01 G 10/58.01 Set 2 20 Min. 3 ------- -------.---- ----!I 21 - - -----------"-- - -------------------------------------------------- ----- - ----- - - -- - ---- - - - -- _------- ----- ------ ------ -- ------ ------ --- ---- ---- --- ---- ----- ____ --- 8- i I I II 1 II II I t C206 B Resident Laundry J 2 6 6- 8 ,1 3/4 3 _7/58.01 G 10158.01 Set 8 --------.---- C207 I -- i Women's Room A 13' - 0" 61- 81' ';1 3/4" 3 I (37158.01 (3N 0/5�= 0� 1 Set 4 20 Min. I C208 -- Men's Room A 13' - 011 _ 11 1 11 a S 120 Min I I - ---- --- -- - - 6 8 1 3/4 3 _ 7/58.01 _ 10/58.01 et 4 -- -----_ --__. _ __ - -- +------------ - --- --------- ----- -- --- ---------------------------------- --- - ----} --- --- -- . I 1 C209 I 13 - 0 6 8 ;1 3/4 3 G7/58.01 G10/58.01 Set 5 20 Min. j1 _ _ H K A I II I II II '-.,...- I C210 - Trash A 3' - 011 61- 811 1' 1 3/4" 3 _ G7/58.01 _ G 10/58.01 Set 6 20 Min. _ _ _ - �- A---- - Wellness Center A ! ` - _ - r7: ^ 1> /58.01 Set 43 20 Min. 3 _ C212 13 0 6- 8 11 314 13 ; G .158.01 0 0 _______.__._._ ______. -- - __.__.___._._.__. __._._ __ __ ._ ,___._._.___.___ __ ... _._._._. _ _._.-- _____-.__ __.-_. __ - - I , .� i II I 11 II / t �1 14 Wellness Center N E .�. I �e7 - C212 B e ess Ce to C 6- G 8- 0 1 3/4 - E 13154.02, 5. 2 rt-- - Set a2 ; 20 Min C212 C Wellness Center A '- - 16' - 811 11 3/4" _7/58.01 - (310,1,58-01 _ -_- -___ -- _-- - i _ -- ----: C213 -- Massage B 3` - 0" 161- 811 I 1 3141' 3 G7/58.01 G 10/58.01 ;Set 10 --_I /3� C214 -- Toilet B, 3: 101" 6' - 81' 11 3/4" 3 _715 .0�. .. G 1 x"/58.01 Qet 4 - -__ •''I'll- •y �. y \a \ �'-. - .aRti x. ate. ,RFs.. -fix= -_..... 0215 - HK A �;3�_p11 16,°" 5�� 01 (310-50.01 S tS i20Min. a ;1 314 3 G 7/58. / _- 216 - " S ion A13'-011 7' - 1 3/4° 6 G4 58.01 , (�1/a18,�� Sat 8 1kolill -%0_.12, 3 - _ d- �� �'\ x v.. C217 A Community Roam A 3' - 0" 6' - 8" 1 314" 3 G7/58.01 G 10/58.61 Set 32 20 Min 2, 3 --- -.--,- - - ---- ---- - --- - �. C217 B Community Room - B ! 3' - 071 'I6' - 811 1 3/4" 3 (07/58.01 _ _. 1 G 10/58.01 , Set 7 -- -- - -_Y - - - - - -- -_ _. _ . - --- - - - -_ _------- - -- _ - - - it, et4 , i I I S 1 Commun t Roam F r 8 8 1 __._ ._. 0217 C 5 C 6 -- 3/4 4 5 0 G ,.5 (' ___ I -I t- I - 1 C217 D Community Roam ! �t - - -11.0'" 6' - 8" 1 3/4" 3 U7/58.01 _ 10/58.01 ' Stst 32 ; 0 Min. 2, 3 ___1 Y I . ___ - i --- - - -. - --- --- r -- I C218 A Greenhouse D 3 - 0' 6' - 8" ,1 3/4" 1 G4/58.01 I G 1'58 01 Set 55 I . __-__-._._ _.,._,..___, .- ---- _ --- -._ - __ ,� - ,--_ _.4..._ _ __. - - _ -�_,_ . r.._____ _- ! C218 B Greenhouse E 16° . 0 , 8 - 0 ,1 3/4 2 A8/54.02 J6/54.02 I Set 51 I 2 11 ; I II II , ---- ------ ----- ---- ----------- - 10219 A Sky Lounge A 3' 011 6' - 811 11 3/4" 3 G7/58.01 G10/58.01 TSet 40 120 Min ______ -� - _ - -- -- --4- ------ r: - _ - .%y --- �� Iio � 219 B Sky Lounge e E 6" VM6n 0" 8' - 0'" 1 3/4" 2 A /54.026/ �. 2111 et 51 2 vi -Sl I ' .- �.� �� ��ill �2 Meds - 7 1 G , ,58._01 " 1 Mt 31 �u Min. C ' . 6 - 8 1 /4 3 f8 - 0 _ _ _ _._ j- -�_ - - - - - - - C224 -- Men's Room A 131.0" 161- 811 I 1 314" 3 G7/58.01 G10�5t3.01 Set 4 20 Erin. C225 -- 1 Women's Room A 3' 0" _ 6` 811 ! 1 3/4" 3 G7/58.01 G 10/58.01 Set 4 140 Min - - ------ --- - --- -- -_ ---_- I C227 -- , Trash A 31- 01' ! 6' - 8" 11 3/4" 3 G7/58.01 i G 10/58.01 Set 6 i 20 Min ___-___ __.__ __ .__._ _._._._ , I I IS I 11 I C229 - Electrical A i 3- 0 6- 8 1 3/4' 3 G7/58.01 1 G 10/58.01 1 Set 1 20 Min, - - - - ----- ------ --- - -- -- - - -- _ -- II Set 30 90 Min 2; 3 C303 ' Corridor L 6'. G' _._ _ 71-011 1 3/4 2 F 13/54.07 _--i .07 �__ __-- _-,_-�____-___ __-- __-+ - - - t C304 -- Electrical A , 3 - 0 6 - 8 1 3/4 3 G7/58.01 G10/58.01 Set 1 i 20 Min --- ------ --- - ------ --- - _ -� _ 1 C305 A Resident Laundry A 3° 0" I-61- 811 ---- 11 3/411 3 G7/58.01 1 G10/58.01 Set 2 ' 20 Min, 13 ---- P --_� 0305 B Resident Laundry J ' 2' 6"`_ -- 6 - 8 1 3/4 3 _7/58.01 _10/58.01 Set 8 - _ _ -- ---- `_ 0306 -- Trash A 3' - 0" 61- 811 I 1 3/4" 3 _7/58.01 G 10/5.8_ .01 ISet 6 120 Min. ------------------------ ----------------------------------------------------- -- _ ---- -- - _ ------ - _ _. __ ------ ------ - - ----- -------- -- -- --------- ---- -- - , I I 1 I " s I u u I I - -- Min: / I t H K 1 8. 1 Se 5 7 A 7 0 G 0.5 0 C 30 3- 0 6 1 4 3 G /58. 1 T I 8 3/ J _ 1 _ 11 - - 4- - j , � _ 11 11 I C308 Storage A 3 0 16 8 11 3/4 ; 3 G7/58.01 G 10/58.01 =Set 9 - _ 20 Min. _ --- --- -r _ - l C309 -- Elevator Equipment A 131- 611 ! 61- 811 I 1 3/4" 1 _4/58.01 G1/58.01 Set 44 50 Min rt _____. I _._._ _. _._ _ _._ _. _ _ _ _ __.__ ._ _ __ _._--_._ ------._._._._.._ _. -_ Set 44 ; 60 Min II _ _ --- --- - - -�- _ --_--. -. -.___ _- __ - C310 - Elevator Equipment A ; 3' 6" +6' 8" 1 3/4" 1 _4/58.01 _1/58 01 C312 - Elevator Equipment A 1161-011 6` - 8" 1 3/4'" 2 _4/58.01 G 1/58.01 Set 45 60 Min: _ _� �.,_r__.._,. _. 3 313 -- Elect =cal A 13° - 0'° - 8" 1 3/ " 3 G7 5 .01 1 /5 ,.01 "1) 1 2 Min. - �- - - - �- - �," C31 A " ol,Stora e A 3' - °" 6' 8" 1 /4" 3 7% 8. 1 _ 10 58.01 1 t 9 20.Mi . C314 ! B Storage H 3' - 0 ! 6' - 8" 11 3/4" 1 _4/58.01 G 1158.01 ;Set 9 45 Min I --- --- ------- - ---- - - __ - l fs\ 3 5 -- T s A 3' - 0" j ' - 3/ " 3 ll,G 5 01 1 /58.0 1 et - - 4,10, _. ._: _ - - - - �� _ �� C316 -- Community Room Q� 6' 0 �6' - 8" 1 314" 4 _7158.01 ��, _10/58.01 �, Set 1320 Min. 13 - I I C317 A - -- Theater A 3' - 0" - -- 16' - 811 I 1 3/411 3 - G7/58.01 G10/58.01 I Set 40 120 Min 3 C 17 B Th at r4.11 6'- 1 /4" .3 7/ 8. 1 105801 S t9 litilliiitilitil20 illMi , C334 -- Unit AD 334 D 3� 0" - 8' - 0 11 3/4"___ 1 A8/54.02 J6/54.02 Set 52 I M101 A Mechanical Well H 131- 011 811 1 3/411 -- 1 E8/54.02 N6/54.02 Set 57 45 Min 11 i II It M101 B Mechanical Well H 13'. 0 6 - 8 1 3/4 1 E8/54.02 � N6/54.02 Set 57 45 Min. 1 __------- - - I - M102 A Mechanical Well H 131- 011 6' - 8" 11 3/4" 1 1 E8/54.02 1 N6/54.02 Set 57 45 Min. M102 i B Mechanical Well H 13' - 011 161- 811 11 3/4" 1 I E8/54.02 N6/54.02 Set 57 45 Min. _ _ _ M103 A Mechanical Well H 13' - 0" 161- 811 1 3/4" 1 E8/54.02 N6/54.02 Set 57 45 Min. ^ -� I M103 B Mechanical Well H i3' - 0" 16' - 811 ! 1 3/4" 1 - E8/54.02 N6/54.02 Set 57 45 Min. ------- --- -_ I ------ - M104 A Mechanical Well H 131- 011 61- 811 I 1 3/4" 1 E8/54.02 N6/54.02 Set 57 45 Min. ' - - --- ___ - -_ 4-----------------,------- -- M104 B Mechanical Well I H 131- 011 161- 811 I 3/4" 1 E8/54.02 N6/54.02 Set 57 45 Min. - -- ___------ ----- -- - S102 A Stair 2 A 3' - 0" 6' - 8" 173, 4" 1 G4/58.01 G1/58.01 Set 46 60 Min. S102 B Stair 2 1 H 131- 011 71- 011 i 1 3/4" 1 E8/54.02 I N6/54.02 Set 48 60 Min. 2 5103- _ Stair 3 A 13' - 0" 16' - 8" � 1 3/411 1 G4/58.01 G1/58.01 Set 46 60 Min. S103 , B Stair 3 I H 31- 011 17` - 011 1 3/4" 1 A8/54.02 J6/54.02 Set 48 60 Min. 2 1 S104 I A _ Stair 4 A 31- 011 61- 8" 1 3/4" 1 G4/58.01 G1/58.01 Set 46 60 Min. _ S104 B_._____ Stair 4 H 131- 011 171-011 j 1 3/4" � 1 A8/54.02 J6/54.02 Set 48 60 Min. 2 __- - S105 A Stair 5 A 13' - 0" I Il 8" 11 3/4" 1 G4/58.01 G1/58.01 Set 46 60 Min. 2 I I -- -- S105 B Stair H I, 31- 011 7' - 011 11 3/4" 1 A8/54.02 J6/54.02 Set 48 60 Min. 2 -- --------------------.------------------- __ S106 A Stair 6 A 3" - 011 i 71- 011 11 3/4" 1 G4/58.01 G1/58.01 Set 53 60 Min. 2 __ --- ---- --- -- --- S106 B Stair 6 H 3' - 011 71- 011 11 3/4" 1 A8/54.02 J6/54.02 Set 48 60 Min. 2 -- -- - _ . I _ _ Set 46 60 Min. --.--- ,2.--------- 2 ____ _ Stair 2 A 3 0 I 1 4_94/58.01 ____ _ G 1158.01 520 6 8 3/ 1 S203 -- ' Stair 3 A i 31- 011 16' - 811 11 3/411 1 G4/58.01 G1/58.01 Si 60 Min. 12 S204 ! -- Stair 4 A 13' - 0" 16' - 8" I 1 3/4" 1 G4/58.01 G1/58.01 Set 46 60 Min. 2 S205 -- Stair 5 A 131- 011 - 16' - 8" 1 3/4" 1 G4/58.01 G1/58.01 Set 46 60 Min. 2 ------------- - ----- - ---- --- ------------------ ------ ------ ------------ - - ------------------------------------- --- ----------- -- - -- -- - ---- ----- ----- 15206 - Stair 6 A 131- 011 16' - 8" 1 3/4" 1 G4/58.01 G 1 /58.01 Set 46 60 Min. 2 S302 - Stair 2 - - A 3' - 0" 6' - 8"- - 1 3/4" 1 _4/58.01 G 1/58.01 Set 46 60 Min. 2 1 S303 -- Stair 3 A 13' - 0" 61- 811 I 1 3/4" 1 1 G4/58.01 G 1/58.01 Set 46 60 Min. 2 ----------------------------- __________._._._.____________._._._._._...._._._._._._._.____._.___.____._._._._._.._._._._._._._._._._._._._._._._._._._._._._._._.+._._._._._._._._._______._.__._._._._.+._._.__._._._.__._._._._._._._._._._._._._._._.+._._._._._._._._._._._._._._._._._._._._._._._._.._.__._._________._._._._.___._._ ___._._._._._._._._._.._.__._._._.__._._._._._._._._._._._._._._._._.._._._._._._._._._._._._._._._._.__._._._._-_.._._.__._._._._._._.___._.__.___.__---------------------------------------------------- S304 ______ ____._____ _._._. I II 7 li II _ I _ I 2 Stair 4 A 1 _1/58.01 Se t 46 60 Min. 5304 S 3 0 6 8 1 3/4 1 _4/58 0 - I I I Al Door Schedule at Common Spaces I\ Not to Scale ,3 1 Q I n I G I r 1 7 1 R I 4 I in 1 11 T 19 1 1°q Deleted Doors and Frames: C143A, C143B, C226, C228, C230, a * �.11.. Comments 1. The doors shall be power operated and shall be capable of being operated manually in the event of power failure. T. - per r IB 1008.1.3.3. RE: Specification 08460. pe C 2. Doors to receive panic hardware (also reference Specification 08712): C101, C102, C104, C 107A, C 1078, Cl 15B, C116A, Cl 16B, C 135A, C 135B, C 135C, C13613, C13813, C1445, C159, C160A, C168C, C173A, C173B, C173C, C173D, C173E, C203, C204, C217A, C217D, C218B, C219B, C303, 102B, S103B, S104B, S105A, S105B, S106A, S106B, S202, S203, S204, S205, S206, S302, S303, S304 3. Doors shall receive magnetic hold open. Re: F14 / 54.05 ----------------------------------------- 14 I 1i I iF 17 1 iR I 1A I ?n I 21 I 22 1 23 24 IE Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Designl Construction Management 817 Wyandotte �"� Kansas City, MO 64105 k 816 421 8200 phone $16 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical /Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer well Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800p / 913.362.2609 f "����tttfi 1 t 1 t 11112//z �`' � � S 7 E,q fi •A' ;%. © r �' AR11200135 `�= i--�, STATE OF -4= Di I f.AC hillii % T E `1`,� ,,_ ;�-�~ � 3.1 2.11 09:44:50 -06'00' ISSUED FOR: 1 00% Construction Documents 11 July 2013 Zn, Addendum #1 23 September 2013 12'0 ASI #1 31 October 2013 iI CCD #1 10 December 2013 Drawn By LS Checked By JBT Door Schedule 5 8 ■ 0�?� Project Number: 2013.037 �; Copyright 2013 A n ., _ - - -- nn nA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecturel Interior Design] Construction Management 817 Wyandotte .. Kansas aty, MO 64105 �e `s ? 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 13 S T ER�'��A'' AR11200135 m= STATE OF RC H 1 l T E���� 8 13.12.11 09:21:56 -06'00' ISSUED FOR: 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 ASI #1 31 October 2013 3 CCD #1 10 December 2013 Drawn By Author Checked By JBT Finish Schedule 58003 Project Number: 2013.037 O Copyright 2013 1.9 1 12 13 14 15 16 FINISHED CEILING BUTTS INTO FRONT OF WALK-IN AT APPROX. ,5'-0" A.F.F. (BY GEN. GONTR.) CONGEALED THROUGH -PANEL ELEGTRIG GONNEGTION W/ DOOF PANEL PRE -WIRED TO JUNCTION BOX ON TOP OF WALK-IN 14 GA. 5/5 HEATED THRESHOLD PLATE LED LIGHT FIXTURES / 17 18 ELECT. GONTR. TO CONNECT LIGHT FIXTURE $ SEAL 71. ALL CONDUIT TO BE RUN ON TOP EXTERIOR OF WALK-IN. 9 110 111 112 113 114 115 116 117 118 119 120 121 Q 0) i 1ICK rAB URETHANE SECURED $ SEALEDm ,N5Ui,_ATiON AROUNC) INTERIOR 211 SPAGE ADJACENT TO FLOOR N5 DE PERIMETER OF PARTITION TO BUILDING WALLS BREAK.E R STRIPS FLUSH �, (BY GEN. GONTR.) IRREGULAR AREAS ENTRANCE BE -WEEN FLOOR $ DOOR 211,1211 \� 2" 2_ 2 AA -L TO BE SEALED I AT JOB SITE WITH 1�1ALK-1N WALLS W/ VINYL FLOOR SCREEDS =GAMED IN PLACE P f SECURED TO BREAKER INSULATION (BY K.E.G.) 1 (BY K.E.G.) f. 0 ` EDGE OF �< ��`� �.- 8 I/2" RECESS a 1 N 17 N GEN. GONTR. TO PROVIDE A J -7- 1/2 DEEP x 4114" WIDE RECESS IN BREAKER $FLOOR TO ALLOW =1 �` I ,. EDGE OF 8 1/2" RECESS FOR HEATER CHANNEL OF DOOR i 1F SECTION. \ i I , S- - SfiRUGT CONCRETE FILL (BY e: O -T GO\CRL . E FILL TO BE GEN. GONTR.) D ADDEAFTER BREAKERS I— 1--=1 I ' 1=' 11 1 111 111 11=1 11— T NOTE: 1 I =' .III I 1 I =1 �`ti — = ARE _OGATED IN PRECISE III M FINISHED FLOOR INSIDE 2 1 , x 8 REDWOOD —111 11 ;' 1 I —III=1 POSITION (BY GEN. GONTR.) WALK-IN MUST BE LEVEL OR TREATED WOOD I — - -! 1 111 67RAVEL FILL —111-1 W/ FINISHED FLOOR OUTSIDE BREAKERS (BY GEN. r; 1� f1 - 1 11 — WALK-IN (BY GEN. GONTR.) GONTR.) (i 1 1 1 �i ,1111: 111=1 B 1 GEN. GONTR.) 2 x 8 BREAKERS (REDWOOD OR zDRESSURE 4 1/2" OF SLAB URETHANE TREATED WOOD) FURNISHED 4 DIA. DRAIN T1LE S WATER T iOH 1 SEAL FORMED $ INSTALLED B GEN, GONTR. WHERE REGU!RED B1' BY ASPHALT PAPER OR INSULATION W/ JOINTS IN GON51ULTA`10\ WITH THE LOCAL DRAINAGE 6 MILL POLYETHYLENE STAGGERED. MINIMUM KITGHIEN EGU zlME\T GONTR. GOND I TIONS (BY° SHEET. ALL -JOINTS TO R VALUE TO BE AT L GEN. GONTR,) BE SEALED (FURNISHED LEAST 28 (BY GEN. $ INSTALLED BY GONTR.) GEN. GONTR.) 1 AALK— I N SECT 1 ON 61.01 SCALE: NONE ELBOW DOWN, SHUT-OFF VALVE, K AND GONNEGTION TO OA5 SUPPLY BY PLUMBING GONTRAGTOR GAS CONNECTION ON EGU I PMENT E-- ------ EXTENDED UP TO THE SAME HEIGHT AS THE GAS ROUGH -IN. ALL PIPING AND FITTINGS BY THE PLUMBING CONTRACTOR FLEXIBLE OAS GONNEGTOR ASSEMBLY WITH GUIGK DIS- CONNECT F TT NO ON SUPPLY END, FURNISHED BY K.E.G. $ IN57ALLED BY PLUMBING GONTRAGTOR H GEN. GONTR. TO PROVIDE SAFETY RESTRAINING BAGK NG IN WALL FOR GABLE FURNISHED $ SAFETY RESTRAINT (IF REO'D). INSTALLED BY K.E.G. SIZE AND LOCATION TO BE GOORDINATED WITH K.E.G. 4 GAS CONNECTOR Dr=TAIL G 61.01 SCALE: NONE F S 4 1 0 lU 4 i N LU 0Y LL i II i6 (BY K.E.G.) E --1- --- I I 1 SLICER (BY OWNS Q SINK $ i=AUGET I`__ 1 ____� FINISHED CEILING AT = r-------� Y PLUMB. CONTR. I 1 M3 I Q Q IDEATED GABINET RANGE NOT BY (BY GEN. GONTR.) ; I � I Icl K.E.G. WORK TOP I I 4 010 28 DRAIN LINE TO ;,, ��"�; Kansas City, MO 64105 BE EXTENDED TO COUNTER $ UPPER MC i ` 1 1 CABINETS BY D Z 1r'31 MILLWORK GONTR. Kitchen ----- NOTE: HOOD WE15H6 GRIDDLE 132 C171 33 _ M2 MI ;I M5 R UTILITY GART5 (2) K i, MIGROWAVE OVEN Garden UTENSIL SHELVIN5 UNITS (2) M I Room i 3�' G;^EAN DISH C172 C 7E NUMBER NOT USED 138 =2I 0 AL 1 MEMORY GARS KITGHr=N PLAN SCALE : 1/4"=V-011 2 1 3 4 5 n V z D Corridor C103 I I i i I I I I lilt VA Bistro C115 i i I I I I 1STRO PLAN SCALE : 1/4'*' -0" 8 19 1 10 ----------------- 0 2'-711 811 31I EXHAUST DUCT (BY MECH. GONTR.) --><j N 51-61' 2 CONI7r=N5A7r= �40 61.01 SCALE: NONE C71ON O PULLEY AND :;ONrA_,17 F"ROII"' z T H 1 S POINT BY FRE- SUPPRESS i ON � SYSTEM INSTALLER 1 1 /2' rONnUIT ITS, E / -rte ', �. STANDARD OCTAGON i=30X 'v MAINTAIN DRi NTA ' N �rUriG i'Ori X A_:;, �aU N II � II II II 4b" A.F.Q. W Rr=t 077. FULL 57A71 ON 6 1.01 1 SCALE: NONE f000 SERVICE PLAN Stora IT C133 Toilet C132 Lou SYRUP B0XE5 $ G02 GYLINDER BY SODA VENDOR WATER FILTER MOUNTED TO WALL AT 60" A.F.F. SCALE : 1/4"=1'-0i" 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 EQU I F1" IEN7 SGS-IIEDULE KITGHEN WALK-IN REFRIGERATOR/FREEZER 2 REFRIGERATOR 5HELVING PAN RAGKS (4) R FREEZER 5HELVING J ITOR -HELVINCG 6 FOOD PROCESSOR (BY OWNER) XXXX Carmel, Indiana BLENDER (BY OWNER) Q lr� GA RACK q ORY 5TORA6E SHELVING Spectrum Retirement Communities, LLC IO NUMBER NOT USED II WORK TABLE HAND SINKS (3) i3 MIXE P POT RAG 5 (2) AMER AND STAND Carmel Senior Living 200 Spruce Street, #200 Denver, Colorado 80230 15 HANGER RODS SECURED 4 1 0 lU 4 i N LU 0Y LL C71ON O PULLEY AND :;ONrA_,17 F"ROII"' z T H 1 S POINT BY FRE- SUPPRESS i ON � SYSTEM INSTALLER 1 1 /2' rONnUIT ITS, E / -rte ', �. STANDARD OCTAGON i=30X 'v MAINTAIN DRi NTA ' N �rUriG i'Ori X A_:;, �aU N II � II II II 4b" A.F.Q. W Rr=t 077. FULL 57A71 ON 6 1.01 1 SCALE: NONE f000 SERVICE PLAN Stora IT C133 Toilet C132 Lou SYRUP B0XE5 $ G02 GYLINDER BY SODA VENDOR WATER FILTER MOUNTED TO WALL AT 60" A.F.F. SCALE : 1/4"=1'-0i" 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 EQU I F1" IEN7 SGS-IIEDULE KITGHEN WALK-IN REFRIGERATOR/FREEZER 2 REFRIGERATOR 5HELVING PAN RAGKS (4) R FREEZER 5HELVING J ITOR -HELVINCG 6 FOOD PROCESSOR (BY OWNER) XXXX Carmel, Indiana BLENDER (BY OWNER) Q lr� GA RACK q ORY 5TORA6E SHELVING Spectrum Retirement Communities, LLC IO NUMBER NOT USED II WORK TABLE HAND SINKS (3) i3 MIXE P POT RAG 5 (2) AMER AND STAND Carmel Senior Living 200 Spruce Street, #200 Denver, Colorado 80230 15 HANGER RODS SECURED TO STRUGTURE ABOVE II i6 (BY K.E.G.) + BeeTriplett Buck 1 SLICER (BY OWNS Q FINISHED CEILING AT = APPROX. 8'-O" A.F.F. IDEATED GABINET ORK TABLE (BY GEN. GONTR.) N Icl DRAIN OUTLET. WORK TOP 817 Wyandotte 28 DRAIN LINE TO ;,, ��"�; Kansas City, MO 64105 BE EXTENDED TO FRYER FLOOR SINK BELOW ` 1 1 RANGE BY PLUMB. GONTR. K 1r'31 NUMBER NOT USED design with insight. Com NOTE: HOOD WE15H6 GRIDDLE 132 APPROX, 170 POUNDS 33 STORAGE SHELVING UNITS (2) C71ON O PULLEY AND :;ONrA_,17 F"ROII"' z T H 1 S POINT BY FRE- SUPPRESS i ON � SYSTEM INSTALLER 1 1 /2' rONnUIT ITS, E / -rte ', �. STANDARD OCTAGON i=30X 'v MAINTAIN DRi NTA ' N �rUriG i'Ori X A_:;, �aU N II � II II II 4b" A.F.Q. W Rr=t 077. FULL 57A71 ON 6 1.01 1 SCALE: NONE f000 SERVICE PLAN Stora IT C133 Toilet C132 Lou SYRUP B0XE5 $ G02 GYLINDER BY SODA VENDOR WATER FILTER MOUNTED TO WALL AT 60" A.F.F. SCALE : 1/4"=1'-0i" 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 EQU I F1" IEN7 SGS-IIEDULE KITGHEN WALK-IN REFRIGERATOR/FREEZER 2 REFRIGERATOR 5HELVING PAN RAGKS (4) R FREEZER 5HELVING J ITOR -HELVINCG 6 FOOD PROCESSOR (BY OWNER) XXXX Carmel, Indiana BLENDER (BY OWNER) Q lr� GA RACK q ORY 5TORA6E SHELVING Spectrum Retirement Communities, LLC IO NUMBER NOT USED II WORK TABLE HAND SINKS (3) i3 MIXE P POT RAG 5 (2) AMER AND STAND Carmel Senior Living 200 Spruce Street, #200 Denver, Colorado 80230 15 5TE Gastinger Walker Harden II i6 REFRIGERATED BASE + BeeTriplett Buck 1 SLICER (BY OWNS GONVEGTION OVEN, DOUBLE DEGK X 5TAINLE55 STEEL WALL PANELS Architecture I Interior Design I Construction Management IDEATED GABINET ORK TABLE 56 N Icl EXHAUST MOOD WORK TOP 817 Wyandotte 28 GONVEYOR TOASTER (BY OWNER) 3 ;,, ��"�; Kansas City, MO 64105 20 FRYER 816 421 8200 phone ` 1 1 RANGE HOT FOOD TABLE 816 421 1262 fax 1r'31 NUMBER NOT USED design with insight. Com 22! GRIDDLE 132 PLATE DISPENSER Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 5cl WORK TABLE ISSUED FOR: 100% Construction Documents 11 July 2013 B I STRO E 6 CCD #1 10 December 2013 D P -IN HAND SINK E32 ,_ iAR BROILER R GE ATED GA5E M 241 GONVEGTION OVEN, DOUBLE DEGK 2 5TAINLE55 STEEL WALL PANELS IDEATED GABINET D 56 REFRIGERATOR B7 WORK TOP 28 GONVEYOR TOASTER (BY OWNER) 3 2q ', REFRI C-7ERATED PREP TABLE L H FOD WARMER 10; HOT FOOD TABLE C 1r'31 NUMBER NOT USED PICK-UP COUNTER 132 PLATE DISPENSER 33 STORAGE SHELVING UNITS (2) MEMORY CARE KITGHEN MI REFRIGERATOR UTILITY GART5 (2) K M2 MIGROWAVE OVEN UTENSIL SHELVIN5 UNITS (2) UNDERGOUNTER DISHWASHER (BY OWNER) TABLE DROP-IN HOT FOOD UNIT 3�' G;^EAN DISH IGE CREAM GABINET (BY VENDOR) 37 GONDEN5ATE HOOD NUMBER NOT USED 138 DISHWASHER (BY OWNER) A 22 23 24 Li q i^, SOILED DISH TABLE 14*0 UTEN5IL WASHING SINK BEVERAGE COUNTER , 5TAINLE55 STEEL WALL PANELS 143: IGE AND SODA DISPENSER (BY VENDOR) TEA BREWER (BY VENDOR) NUMBER NOT USED H 4f� RAGK DOLLIES (2) COFFEE BREWER (BY VENDOR) UNDERGOUNTER REFRIGERATOR ROLL -IN REFRIGERATOR WITH RAGKS 50 IGE CREAM GABINET (BY VENDOR) G 51 NUMBER NOT USED 52 IGE MACHINE M P BAGK ( 54 > STAINLESS STEEL WALL PANELS 55 5TAINLE55 STEEL WALL PANELS F 56 NUMBER NOT USED 57 SYRUP BOX 5HELVIN6 (BY VENDOR) 58 JUIGE DISPENSER (BY VENDOR) Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f 5cl WORK TABLE ISSUED FOR: 100% Construction Documents 11 July 2013 B I STRO E 6 CCD #1 10 December 2013 Drawn By TJT Checked By JK Food Service Plan B ■ Project Number: 2013.037 © Copyright 2013 D P -IN HAND SINK E32 NUMBER NOT USED R GE ATED GA5E 34 WINE COOLER 335 GOFFEE BREWER (BY VENDOR) D 56 IGE ff WATER STATION B7 GOLD PAN B8 NUMBER NOT USED Bq HEATED DISH DISPENSER H FOD WARMER C BII NUMBER NOT USED COUNTERS (BY MILLWORK GONTR.) E315 NUMBER NOT USED MEMORY CARE KITGHEN MI REFRIGERATOR M2 MIGROWAVE OVEN M3 UNDERGOUNTER DISHWASHER (BY OWNER) M4 DROP-IN HOT FOOD UNIT IGE CREAM GABINET (BY VENDOR) M6 NUMBER NOT USED A 22 23 24 Drawn By TJT Checked By JK Food Service Plan B ■ Project Number: 2013.037 © Copyright 2013 A nn '1 A 3 4 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 117 1 18 1 19 2U EQUIP" IrEN7 SCS- =)ULC KITCHEN 16 GA. 5/5 SHELVES DUAL STRIP HEATERS WALK-IN REFRIGERATOR/FREEZER SUPPORTED TO POSTS 16 GA. 5/5 SHELVES SHELVING MOUNTED TO UNDERSIDE SUPPORTED TO POSTS I" INSULATE I'OP FOR UL R W/ 14 GA. 5/5 CANTILEVER OF: SHELVES W/ I I/2" BRAGKETS AIR GAP W/ I4 GA. 5/5 GANTILEVER BRAGKETS EXHAUST DUCT LISTED ZERO GLEARANGE 3 PAN RACKS (4) /2 SQUARE 5/5 WELDED TO REAR TO GOMBU5TIBLE 5URFAGE5 l ! HANGER BORE ABOVE DS D SHELF SUPPORT I/2 SQUARE S/S OF HOOD BY MEGH. O 5 18" POSTS EXTENDED GONTR. 4'-7" 8" S" 4 FREEZER SHELVING SHELF SUPPORT S JANITOR SHELVING 1,511- POSTS EXTENDED 15" 11/2" DOWN THROUGHDOWN THROUGH BASE AND SEGURED 1511 I I/2" FINISHED GEILING TEMPERED MAKE-UP AIR. rb FOOD PROGE55OR (BY OWNER) BASE AND SECURED 12 X 15 DUGT 15/8" DIA. TO BASE FRAMEWORK TO BASE FRAMEWORK AT APPROX. 8'-O" OPENING IN REAR DUGT (BY MEGH. GONTR.) 1 E31 -ENDER, (BY OWNER) 5/5 REAR POST A.F.F. (BY GEN. GONTR.) - � AT EACH END �,- � OF HOOD BY K.E.G. N 8 CAN RACK P G<_U: COUNTER FINISHED GEILING AT APPROX. Q - ! i PIGK-UP COUNTER cV _ �,, OF SHELVES Wl h .ITEM 45?) �f i4 �aA, � � �' RAIL FLANGED Ig" �Sf TO? I� CSA. 5/5 �� \ b = (ITEM #35) W/ 14 GA. - _- �O' ,A n EN. GONTR.) 5/S TOP 18 GA. S/S q DRY STORAGE SHELVING FOOT �1 BASE (B <._.G.) � o � BASE (BY K.E.G.) 0 NUMBER NOT USED _ _ - i _ _ CN 1 ; j j WORK TABLE l j � -i a ------ !-!------- X, ! m \9 24" N 12 HAND SINKS (3) 01 REFRIGERATED --- POR PROOF Sf', AIR. CURTAIN 13 MIXER P m iY 5/5 GREASE '__' GHT FIXTURES PREP TABLE - _ m 0- i 5UPPL- EXTRAGTC?RS :.BY K.E.G.) :tel/ -Rr «; 1 14 POT RACKS (2) HOT" 1=00d SABLE - IIn; m al � �rA�"� I .. REMOVA31L � *2 ITEM #33 (0;Y K.E.G.) .,r° ITEM #34 (BY K.E.G.) m QI 1 X GEN. GONTR. TO PROVIDE AT BOTTOM (B'�` t�:E.G.) I5 STEAMER AND STAND 1 ! GREASE TROUGH 1 i ! OPENING IN WALL SIZED x TO DUCTWORK W/ 2 LAYERS GONTA HEIR QIP APPROVED, LISTED FIRE WRAP. b REFRIGERATED BASE Q COORDINATE SIZE AND 3 INTEGRAL I n SL'GER (BY OWNER)) X AIR SPACE Q / I !„ HIGH5f5 LEGS Wf LOCATION WITH K.E.G. ALSO 3 = I8 WORK TABLE ./S ADJ. FLANGED FEE? 6 HIGH 5/5 LEGS W/ PROVIDE FURRING AROUND N S/S ADJ. FLANGED FEET EXPOSED DUCTWORK. Of----- � EXHAUST HOOD r ^ SEG!URED e SEALED TO SECURED a SEALED TO 16 GA, v, a,r �M FLOOR I6 GA. 5/5 BOTTOM FRYER INTERMEDIATE NTERMED ATE FLOOR 2I RANGE S/5 UNDER5-ELVES 1 22 GRIDDLE PIC<—UP CO1N71E S CS10N COL;N7r"SACTION EX�AU57 II'�OO SECT10N 23 CHAR BROILER 61.02 SCALE: NONE61.02 SCALE: NONE 61.02 SCALE: NONE 1241 CONVEGTION OVEN, DOUBLE DEGK M 25 57AINLE55 STEEL WALL PANELS 26 HEATED CABINET 1 27 WORK TOP REFRIGERATOR 1� 2b. GONVEYOR TOASTER (BY OWNER) 124 REFRIGERATED PREP TABLE L F E 8 a� E ca U E I L 5 CD n r~ M O M 0 C E E U O c� lie CD ;I 51 STRO PLAN SOLE : 1/4"=1'-0” SCALE 1/4'*'—O" z A 7 R a 1n I I 30 HOT FOOD TABLE I 31 PICK-UP COUNTER IL Dinin I 1 C135 I 32 PLATE DISPENSER 10' -II" CLEAR MIN. 3/4" 4" 4" I I3/4" I 33+ STORAGE SHELVING UNITS (2) a'-11 1/2" 1 I (V i 34 UTILITY CARTS (2) K - -- --------------------------------------- ------------- ------------------------------ -- - 35 UTEN5IL 5HELVIN5 UNITS (2) -- ------------------------- ------- -- I A 3b GLEAN DISH TABLE 34 13-7 GONDEN5ATE HOOD Stora e 4 II �, 12 33 33 34 0134 DISHWASHER (BY OWNER) N ' I''-------- '_ --- I i I Q ; 3c? SOILED DISH TABLE T- I N , 4 i IIL I 40 UTEN51 L WA5H1 NG SINK J Q6A 1 R 1 55 H 1 4G 41 BEVERAGE COUNTER _ = i L% I i 42 26 1 L ---------J 5 R. 51 AINLE55 STEEL WALL PANELS ' ---- 1 III 27 : r-------- qpp� Ilk III 24A 4aA ` i ; IT iGE AND SODA DISPENSER (BY VENDOR) - IIQ A IIII III 24A 28 406 „ - , L_________J C133 144 TEA BREWER (BY VENDOR) X�) 2 I i 124131A 145, NUMBER NOT USED H ° N i I I 405 ��' ( 2cl �/ 2-1A 41B 146! RACK DOLLIES (2) di I I 406 3aB r, 21 i ' 2aA / 1 4"1 ! COFFEE BREWER (BY VENDOR) 28A B i 40 3aA - I lQ I, W ;, 50A 48' UNDERGOUNTER REFRIGERATOR , 'i � z (Y 31 (Y 1JJ 50 4Q ROLL -IN REFRIGERATOR WITH RACKS E_���� � z � 12 3'1 --� _ u n' 30 Toliet Sp ICE CREAM CABINET (BY VENDOR) C - ------ CC132 Fitr1 -- --- --- - -- --- --- ---- —� A I I �, 126' I � �1� I� � � _� ii' 31B I R 5i i NUMBER NOT USED 1 31 I --- I 16A, 0L CQ 48 / n-- - 22 ( 1 ' I' ' 52 ICE MACHINE - nl m I I i 31D 41A 53 MOP RACK O REMOTE MANUAL PULL 48A ----- - STATION FOR FIRE 38A I I y {' 31� r----- 54 STAINLESS STEEL WALL PANELS SUPPRESSION SYSTEM Iq ;'` 30 4'►A (BY K.E.G.) A 3b I � '' �2o I O • Se"L_====_' S5 STAINLESS STEEL WALL PANELS OA I° O� ------- F 5 � Lounge 56 NUMBER NOT USED MCI — 32 47A 47 C128 57 SYRUP BOX SHELVING (BY VENDOR) 15 q 44 58 JUIGE DISPENSER (BY VENDOR) 1 35 Lft _� �j Kitchen 44A 54 WORK TABLE JANITOR SINK j FIRE SUPPRESSION SYSTEM d Q C129 58A 58 FOR EXHAUST HOOD TO BE Sa 5 I B15TRO FAUCET BY PLUMB. E GONTR. MOUNTED TO WALL NEAR 45A Chef GEILING (BY 43 K.E.G.) BI DROP-IN HAND SINK 12A SYRUP 50XE5 a C131 ---__ =. 12B 436 B2 NUMBER NOT USED G02 GYL I NDER I _ 12 41 --- BY SODA VENDOR 63 REFRIGERATED CASE ----------------------------------------------------- ------------- — --- ---------- —--------------- 45B i126 43A r- -J 35 B4 WINE COOLER N "All 11 57 E35 COFFEE BREWER (BY VENDOR) 52 E369 IGE � WATER STATION m 13 [A II I4 Q 54 52A B7 GOLD PAN i - - - _ I a Dry 526 WATER FILTER B8 NUMBER NOT USED 52A MOUNTED TO WALL Stora a B4 HEATED D15H DISPENSER C130 8 1 r 17 I8 � ! 3 < AT 60„ A.F.F. BIO HOT FOOD WARMER E311 NUMBER NOT USED C I E312 COUNTERS (BY MILLWORK GONTR.) E313 NUMBER NOT USED ----------------- -r--------- -- AIR CIRCULATION REQUIRED i MEMORY CAFZE KITCHEN IN TH15 ROOM. PROVIDE A i MI REFRIGERATOR MINIMUM OF TWO AIR GHANGES I B PER HOUR. I I M2 MICROWAVE OVEN AL Dinin C173 M3 UNDERGOUNTER DI5HWA5HER (BY OWNER) I I ` / I M4 DROP-IN HOT FOOD UNIT r-000 SERVICE ICE PLA* M5 IGE CREAM CABINET (BY VENDOR) SCALE : 1/4"=1'-0” M(b NUMBER NOT USED A 11 1) 1A 1d 1r, 1R 17 1R 1Q )n Carmel Senior Living XXXX Carmel, Indiana Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte tri Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ISSUED FOR: 100% Construction Documents 11 July 2013 0 CCD #1 10 December 2013 Drawn By TJT Checked By JK Utility Requirement Plan ■ Project Number: 2013.037 © Copyright 2013 ME nn ')A `+ 5i 6 I / 1 8 9 1 1 1 11 1 12 1 13 14 1b i 16 i 17 1 18 i 19 i ZU ELECTR I CAL SC�4=ULE KITCHEN BISTRO FF A 120-60-1, 4. O A., E.G. APPROX . 81-4" A.F.F. (ELECT. B3A 120-60-1, 8 . 8 A . , P.R. 4" A.F.F. 43B 2" HASTE, STUB UP TO A 12" x 12" FLOOR SINK W I THOUT �J F I N j 5► }E FLOOD' TO t:E ! V^ P'_US OR M I NUS 1 /8 " . GONTR. TO GONNEGT TO J.B. ON TOP EXTERIOR OF WALK-IN GRATE AND WITH MESH BUGKET LINER - BY PLUMB. GONTR. �/ R Z FOR P.N. DOOR L I 6HT AND DOOR HEATER AND FIELD WIRED F54 7A 120-60-1 , 10. O A. , D. R. 15 " A. F. F. (PLUMB. GONTR . TO EXTENP DRA I N LINE FROM ICE AND SODA ` ONOU : T 4z �,A; ! BE RUN ON TOP( EXTERIOR) OF CENTER LI6HT. SEE WALK - IN NOTES #5, #6, #7 g #11 FOR II ALL ELECTRIC _ ADDITIONAL ELEGTRIGAL INFORMATION) B5A 20-60-1 5.0 A. D.R. 48" A.F.F. (VERIFY DISPENSER) WALK-IN AND SHALL iA`✓ VA~,iR EALS ON INTERIOR AND EXTERIOR OF CONDUIT. ELEGTRIG CONDUIT AND VAPOR SEALS ELECTRICAL REQUIREMENTS WITH VENDOR FURNISHED 44A 1/2" G.W., S. 0. 48" A.F.F. (PLUMB. GONTR. TO CONNECT TO 1_ FURNISHED AND INSTALLED BY ELECT. GONTR, B' 205-60-! 2.2 A., J.B. G' -O" A.F.F. (ELECT. GONTR. TO EQUIPMENT) TEA BREWER) CONhdEGT TO REFRIGERATOR EVAPORATOR INSIDE WALK-IN) �� � � � Al_ O,ENIN65 AND/OR SLEEVES IN WALLS, FLOOR, OR ROOF B7A 1 20-60- 1 5 . O A . D . R . 4 A . F . F . 47A 1 /2 G . W . S , O . 8 �= : F , (PLUMB. GONTR. TO GONN1Ed"T � G 120-60-1 6.O A. E.G. APPROX. 8'-4" A.F.F. (ELECT. E EW -_ WO E EXTEN OF REFRI6ERATION LINES, INGLUDIN6 GONTR. TO CONNECT TO J.B. ON TOP EXTERIOR OF WALK-IN B8A NOT USED 06K 5 TH.; SHALL BE PROVIDED BY THE GENERAL FOR P.W. DOOR L: 6HT AND DOOR HEATER AND FIELD WIRED S2A 2" WASTE, STUB SUP TO A 12" x 12" FLOOR SINK WITH HALF G0NT RACTOR N CON51.i__ AT ON WITH THE KITCHEN EQUIPMENT CENTER L'6HT, HEAT D PRESSURE RELIEF PORT AND DRAIN BGA 120-60-1, 4.2 A. D.R. 4" A.F.F. 6RATE AND AIT MESH BUCKET LINER - BY PLUMB. GONTR. GONTRAG'TOR. Q LINE APE, S„E WALK-I.N NOTES #5, #6, #7 1 #11 FOR (PLUMB. GONTR. TO EXTEND DRAIN LINES FROM ICE MAKER LINE D . T I ONAI _TE -=_C I GALINFORMATION) B 1 OA 20b-60-1, 10.6 A . , S.U. (ELECT. GONTR. TO CONNECT AND FROM ICE BIN) 50DA S*r57E "C N07ES H FOOD WARMER) 1/2" G.W., 5.0. 54" A.; -,F. (PLUMB. GONTR. TO GONE -:GT 5nDA VENDOR TO EXTEND SYRUP AND G02 LINES AND BAG -N -BOX ? I 208-b0-1, 1 A., S.U. OUTDOORS ON BUILDIN6 ROOF I _ ,.� QA NOT USED THROUGH WALL -MOUNTED WATER FILTER TO ICE MAKER. i irL;`�5 FROM SYRUP BOX SHELVING ABOVE BEVERAGE (,,,..LEG,. GONT-R. TO GONNEGT TO REFRI6ERA-0R CONDENSINGT WATER FILTER=URN15HED BY K.E.G. AND INSTALLED BY C_-OWN-�R s A'`�i". GCNNEGT TO IGE ANDSODA DISPENSER UNI -- NOT SHOWN ON PLAN) PLUMB. GONTR. BAGKFLOW PREVENTER AS REQUIRED a 0-6 -1 , 10.0 A . , P. R. 48 A. F. F. ( GONVEN I ENGE - ITEM #4-3 ANP j ? C P S ENSER - ITEM #55. -_- RECEPTACLE) FURNISHED AND INSTALLED BY PLUMB. GONTR.) _O�i 6O-� ? t� . ' A . 5 . ;J . �JTDOORS ON BU i L:i I N; ROOF (ELEC"T-. CONI -R, TO GONNEGT TO FREEZER CONDENSING UNIT,58A 1/2" G.W., 5.0. 48" A.F.F. (PLUMB. GONTR. TO CONNECT TO AN. FROM 60NPENS I NCS UNIT TO EVAPORATOR INSIDE WALK- I N - B 1 2B 120-60-1 1O.O A. , P.R. 48 " A.F.F. ( DED I GATED JUICE DISPENSER) A * � CP �;HO ON N) CIRCUIT REQU I RED FOR F.C.S. MACHINE . ALSO E i* � ERAL I OTES PROVIDE NETWORK GONNE67 I ON) 6 `A i 20-60 C) A D . R . 48 " A . F . F . (VER I FY ELEGTR I GAL A___ WORK. 5 Al_ -L BE DONE I N ACCORDANCE w I TH APPL I GABLE REQU I RI=ME N'TS WITH ONNER FURNISHED EQU I PMENT) % =112 120-60-1 1O.O A . , S.U. (ELECT. GONTR. TD B 1 1/2 " H W a . 0, 18" A.F.F. (PLUMB . GONTR. TO CONNECT TO GvDE s FURNISH AND INSTALL CONVENIENCE D.R. IN BASE OF FAUCET) 2. AL ,l7 I MENS T ON � ARE �R�;=;�( 7HE F I N I SHED SURFACE OF WALLS, 9 7 A 120-60-1, !0.0 A. P. R. 48''' A.F.F. ( VER I F�' ELEGTR I GAL J REQUIREMENTS AITH OWNER FURNISHED EQUIPMENT) 1 �NOT FLOORS OR GEILIN65 lam'— ZIP B 1 B FAUGE AND TO FAUCET ON I GE AND WATER STAT 10 NG I TEM #Bh)y A!- -L-- "% I Ml 4`a I ONS I ID I GATED FOR OJ6� - I N5 SHALL BE TO THE A . F . \ — ; GO �1VE 1: =VGE f � � '_ G1 N' ~ OF THEE IROL)6H I N . P ) T'tNtORl� GA K I TGHEN — �"'� _ B1G 6RATEAND�IiTH MESH BUCKET LINE FLOOR SIN WITHOUT N .iP TO A 1 2 " x 1 2 4 � =T L ^r "1 1�E T Ga St -!OWN ON DRAW RANIN65 ARE FOR TI -+E FOOD -- R - BY PLUMB. GONTR . C , PM .� ONi BA'20-60-i.- 16. c, A• D, R. 24 A.F.F. ( NEMA #5-'5 =_JG- �CRV. E' EQJT' i! N. Y.. ---MIAi 120-60-1, 7.6 A., D.R. 18" A.F.F. "-:JRN:SHFD ON MIXER) � (PLUMB. GONTR TO EXTEND DRAIN LINES FROM DROP-IN HAND A - M2A� 1 20-60-1 1 3 . 4 A . , P.R. 48 " A.F.F. NK AND FROM i C AND WATER STAT I ON - i TEM #B6) S . GENERA _ .ON'TRAGTO R`r+,4, , 'RC?�/ I DE IN -WALL BACK I N6 FOR 2 -6� 2q-,42" A.F.F. (EL=GT. GONTR. TC CONNECT TO STEAMER)2 NOT USED ALL rVN L.. MOUNTED : OOfii NDRK - GE EQU i PMENT S, REQUIRED. :,OOR17 NATE�� N `rH OY`lNFR AND K . F . G . FOR TYPES, 5 I ZES AND 1M5A 1 20/208-60-1 , 45 . O A . , J . B . 1 8 " A A.F.F. F F ( ELECT . GONTR . , 0,r A UNS OF 13AGK I N6 . iO CONNECT TO UNDERGOUNTER DISHWASHER.VERIFY ELEGTRIGAL II A� 120-60-1; 5.4 A. D.R. 24" A.F.F. REQUIREMENTS WITH OWNER FURNISHED EQUIPMENT) g2 NOT USED E LEC TRIC L N07=5 A i20-60-1, 2 , 5 A. , P. R. 48 " A. F. F . ( VER I FY =_EGTR : GAL [M4T] 205-60-1, 1 5 . q A. , J . B . 24 " A. F. F. (ELECT. GONTR. TO B2G OT USED 1 EECrTR I GA ANP F NAI.- GONNEGT I ONS TO EQU I PMENT nil REGJ:REMENTS WITH OWNER FURNISHED EQUIPMENT) GONNEGT TO HOT FOOD UNIT) SHALL BE BY EtrrCT. GON73�- MATERIALS FOR EQUIPMENT B5A 1/2" G. 5,0, 48" A.F.F. (PLUMB. GONTR. TO CONNECT TO GONNEGT ION5 SHALL Be FURN'SHE) AND INSTALLED BY ELECT. L1 8A 2t7-60- ? , O. O A . , D . R . 24 " A . F . F . ( GOV VE �l : `�JGE MSA 1 20-60-1 , 5 . O A . , P.R. 24 " A.F.F. �01 . C ONTR , EXCEPT AS NOTED ON i7FAN I N65 . REGEPTAGLE) A.F.F.FL JMB I I �S SC 14�O SIL B-7 NOT USED 2 . cM EG fi? I t�A D i %O�INECBE ARE NOT FURNISHED W I TH 8B 1 20-f�0-1 1 O. 0 A . , D . R . 48 ( GONVEN :ENGE � EQU' I. MEN"' � I-fE" ��-HAi �. BE FURNISHED AND INSTALLED WHERE REGEPTAGLE) REQUIRED B 7HE ,ELEGT. GONTR. COORDINATE WITH K.E.G. K I TGHEN B 1 3 NOT USED ON PROPER LOG -AT I ONS . I'A, 1 A 2 WASTE, STUB UP TO A 12 x 12 FLOOR SINK WITH HALF JI 1'20-60-1, 6,0 A . SW I TGH AT 4b" A . F . F . ( ELECT . GGNTR . 3 . ALL CONDUIT I T SHALL. BE G ONG�ALED IN WALLS , FLOOR OR TO FURNISH SWITCH AND EXTEND CONDUIT AND WI E :N A 6RATE AND WITH MESH BUCKET LINER - BY PLUMB. GONTR. MO ARE KI TGHEN L GONGEALED MANNER TO J.B.'S ON TOP EXTERIOR OP EXHAJ5T (K.E.G. TO EXTEND DRAIN LINE FROM TWO EVAPORATORS GEILIN6 EXGEPT ONLY WHERE AB5OLUTELY NEGE55AR1'. HOOD SECTIONS FOR HOOD LI6HTS) INSIDE WALK-IN) M3A 1-1/2" WASTE, S.O. 12" A.F.F. (PLUMB. GONTR, TO CONNECT 4 ALL GOND04T AND ELEGTRIGAL 6ORD5 SHALL BE LOCATED UP � 20-60-1 20.0 A. CIRCUIT, J.B. 8'-O" A.F._. SGT. TO DISHWASHER. DRAIN H05E FURNISHED WITH MACHINE) F T, � � O TTATE FLOOR GLEANIN6 AND SHALL BE OF. THE FLOOR AC �5 --- 11A 3 WASTE, STUB UP TO A 12 x 12 FLOOR SINK WITHOUT 5UP ORTF-D FRO. ADOVE GOR MOUNTED SUPPORTS SHALL NOT GONTR. TO CONNECT TO MIGROSWITGH ON WET GHEM:GA- =-RE GRATE AND WITH MESH BUCKET LINER - BY PLUMB. GONTR. 1136 3/4" H. A. (110 DEGREES MIN.) 5.0. 15" A.F.F. (PLUMB. BE USED, SUPPRESSION SYSTEM AND RUN GONDUIT AND WIRE :N A(PLUMB. GONTR. TO EXTEND DRAIN LINES FROM TWO SINKS) GONTR.TO PROVIDE SHUT-OFF VALVE, LINE STRAINER AND 3/4" CONGEALED MANNER TO FUEL AND POWER SHUT-OFF DEVICES =0R MALE 6ARDEN H05E FITTIN6. WATER HOSE FURNISHED WITH 5. ELECT, GONTR: SHALL FURNISH AND INSTALL RECEPTACLES OF ALL APPLIANCES UNDER THE EXHAUST HOOD. 5+-IUT-O=FTHE PROPER GONF16URATION TO ACCOMMODATE THE PLU65 11B 1/2 H.W., S.O. 18 A.F.F. (PLUMB. GONTR. TO CONNECT TO MACHINE. 27 G.P.H. REQUIRED) DEVICES FURNISHED AND INSTALLED BY PLUMB. AND/OR E -=-GT. FAUCET) FURNISHED ON THE EQUIPMENT. COORDINATE WITH K.E.G. GONTR.) PL JM13 1 NS I 071!5 K 1 1 G 112 C_ N. , S. 0. 18 " A.F.F. (PLUMB. GONTR. TO CONNECT TO VENTI L,�T I ON SC�EOI�LE 1qG ELECT. GONTR. TO PROVIDE CONGEALED CONDUIT AND REGE55E0 FAUCET) BOX IN WALL AT 48" A.F.F. FOR REMOTE MANUA_ =J_L KI TGHEN 1. PLUMBING ROUGH--wIN5 BY FuMB• GONTR., INGLUDIN6 FLOOR STATION FOR FIRE SUPPRESSION SYSTEM. (SEE D=-TA--L12A 1/2 G.W., S. 0. 24 A.F.F. (PLUMB. GONTR. TO CONNECT TO DRAINS, FLOOR SINKS, AND REA5E IN7ERGEPTOR5. FAUCET) (2) 12 X 15 EXHAUST OUTLETS, E.G. APPROX.7 -10 2. FINAL GONNEGTIONS TO EQUIPMENT BY PLUMB. GONTR. PLUMB. Iq A GONTR. SHALL COORDINATE NI`H THE K.E.G. ON CONNECTIONS 24A 120-60-1, 6.0 A. + 6.0 A., D.R. 48" A.F.F. (OVEN =AN 12B 1-1/2" WASTE, S.O. 20" A.F.F. (PLUMB. GONTR. TO CONNECT A.F.F., EXHAUS7IN6 2,130 G.F.M. EACH AT 0.77" TO EQUIPMENT. MOTORS) TO SINK) STATIC PRESSURE AT DUCT COLLAR 3. MATERIALS FOR EQUIPMENT GONNEGTION5 INGLUDIN6 PIPIN6, 26A 120-60-1, 11.3 A., D.R. 24" A.F.F. 12G 1/2" H.W., 5.0. 24" A.F.F. (PLUMB. GONTR. TO CONNECT TO lq B (2) 8" X 28" TEMPERED MAKEUP AIR INLETS, E.G. FITTIN65, STOPS, TRAP5, BAGKFLON PREVENTION DEVICES AND ,J FAUCET) APPROX. 8'-8" A.F.F., SUPPLY IN6 1,385 G.F.M. EACH PRESSURE RE6ULA71OR5 FURNISHED AND INSTALLED BY PLUMB. 27A 120-60-1, 5.1 A. D.R. 4" A.F.F. AT 0.27" STATIC PRESSURE AT DUCT COLLAR. NOTE: 65% GONTR. EXCEPT A5 NOTED ON DRAWINGS. 15A F.D. WITH FUNNEL STRAINER. (PLUMB. GONTR. TO EXTEND OF MAKE-UP AIR INTRODUCED THRU PLENUM ON HOOD. 28A 120-60-1 15.0 A., D.R. 4" A.F.F. (VERIFY E-=-GTR-GAL DRAIN LINE FROM STEAMER) REMAININ6 35% INTRODUCED THRU KITCHEN HVAC SYSTEM. 4. ALL PIPIN6 SHALL BE CONCFALED IN WALLS, FLOOR OR REQUIREMEN WNER FURNISHED EQUIPMENT) GEILIN6 EXCEPT ONLY WHERE ABSOLUTELY NEGESSARY. 37 A (1) 8" X 8" EXHAUST OUTLET, E.G. APPROX. 8'-2" 5 ALL PI BE O ATED UP OFF THE FLOOR TO 15B 3/4" G.W. (35 TO 60 PSI), S.O. 36" A.F.F. (PLUMB. P; e 5HAL, F-2-qA 120-60-1, 8.6 A., D.R. 4" A.F.F. A.F.F. EXHAUSTIN6 615 GFM AT 0.23" STATIC GONTR. TO CONNECT TO CONDENSER INLET AND RESERVOIR FEED PRESSURE AT DUCT GOLLAR FAGILI7ATE FLOOR 6L;==ANI`'V6 AND SHALL BE SUPPORTED FROM 307A 208-60-1, 16.7 A., S.R. 4" A.F.F. (NEMA #6-50P =_JG- INLET ON STEAMER. PRESSURE REDUGIN6 VALVE AND BACKFLOW ABOVE. FLOOR MOUNTED 5UPPORT5 SHALL NOT BE USED. i FURNISHED ON HOT FOOD TABLE) GN)ER AS REQUIRED FURNISHED AND INSTALLED BY PLUMB. ie�J�L �I� LA0 1 E5 6. WATER FIL7ER5 OR 5OFTENER`r NOT FURNISHED WITH EQUIPMENT H F5_1 —A 120-60-1, 10.0 A., S. U. (ELECT. GONTR. TO GONNEONTR GT TO I EXCEPT AS NOTED ON DRAWIN65, _J. B. IN BASE FOR P. N. D.R. IN PIG< -UP COUNTER - 20A 3/4" GAS (105,000 BTU/HR), S.O. 30" A.F.F. (PLUMB. KI TGHEN 7. 6AS PRESSURE RE6ULATOR5 SHA!L BE FURNISHED WITH THE GONVENIENGE REGEPTAGLE) GONTR. TO CONNECT FRYER TO 6AS SUPPLY WITH 6AS EQUIPMENT (BY K.E.G.) AND 1N5TALLE1;) BY PLUMB. GONTR. CONNECTOR ASSEMBLY FURNISHED WITH EQUIPMENT. SEE 6AS `7 SEE DETAIL #1/61.01 FOR SECTION THROUGH INSULATED FLOOR F5 -1B 120-60-1, 10.0 A., S. U. (ELECT. GONTR. TO GONNEGT TO GONNEGTOR ASSEMBLY DETAIL #4/61.01) �/ AND BREAKER STRIPS. 8. SINKS: FAUGETS AND DRAIN F17TIN65 FURNISHED BY K.E.G. J.B.IN BASE FOR P. N. P.R.ABOVE PICK-UP SHELF =0R E.O.S. AND INSTALLED BY PLUMB. GONTR. PRINTER. ALSO PROVIDE NETWORK CONNECTION) 21A 5/4" 6A5 (227,000 BTU/HR), S.O. 50" A.F.F. (PLUMB.2� GENTER LINE OF BREAKER STRIP IN FLOOR. GONTR. TO GONNEGT RAN6E TO 6AS SUPPLY WITH 6AS q, DISPOSERS: SOLENOID VALVE, R7M05PHERIG VACUUM BREAKER, F3_1 G 120-60-1, 18.4 A. TOTAL, S. U. (ELECT. GONTR. TO CONNECT GONNEGTOR ASSEMBLY FURNISHED WITH EQUIPMENT. SEE 6A5 RUN DRAIN LINE EXPOSED IN REFRI6ERATOR AND FREEZER, AND WATER INLET FURNISHED BY K.E.G. AND INSTALLED BY G TO -1. B. IN BASE FOR P.W. STRIP HEATERS ABOVE =:G< -JP GONNEGTOR ASSEMBLY DETAIL #4/61.01) BEHIND SHELVIN6, AND EXTEND DOWN INTO FLOOR SINK. PLUMB. GONTR. SHELF) PROVIDE "P" TRAP OUTSIDE WALK-IN COMPARTMENT. l0. BOOSTER HEATERS: PRESSURE REDUGIN6 VALVE, TEMPERATURE/ 23A 3/4' 6A5 (120,000 BTU/HR TOTAL), 5.0. 30" A.F.F. (PLUMB. F3_1D 120-60-1, 10.0 A. + 10.0 A., S.U. (ELEGT. GONTR. TO GONTR, TO MANIFOLD CHAR BROILER AND GRIDDLE - ITEM #22 (BY K.E.G.) PRESSURE RELIEF VALVE, TWO TEMPERATURE/PRESSURE GAUGES GONNEGT TO J.B. IN BASE FOR TWO P.W. P.R.'S :N =:G< -JP T06ETHER AND PROVIDE SLEEVES FOR DRAIN LINE IN WALLS OF WALK-IN AN GONNEGT TO 6AS SUPPLY WITH 6AS GONNEGTOR AND . GONTR. G< ABSORBER FURNISHED BY K.E.G. AND INSTALLED BY GOUNTER - CONVENIENCE RECEPTACLES) ASSEMBLY FURNISHED WITH EQUIPMENT. SEE 6AS CONNECTOR D PLUMB. ASSEMBLY DETAIL #4/61.01) IN BUILDING WALL AT CORRECT HEIGHT FOR PROPER DRAINAGE. CAULK ALL SLEEVES. (BY K.E.G.) 11. PLUMB. GONTR. SHALL INSULATE 180 DE6REE WATER LINE FROM F5_1 7 120-60-1, 6.3 A., S.U. (ELECT. GONTR. TO GONNEGT TO B005TER HEATER TO DISH WA5HER. J.B. IN BASEFOR P.N. D.R. IN PICK-UP COUNTER =OR =_ATE 24A 5/4" 6GONTR110, E3TU/HR TOTAL) S.0. 50 A F F \� ALL ELEGTRIGAL CONNECTIONS FOR WALK-INS INGLUDIN6 WIRING TO ALL EVAPORATORS, VAPOR -PROOF L I 6HT5 , DOOR VENT 1 L A7 I O N NOTES F HEATERS, THRESHOLD HEATERS, TIME GLOGKS, HEATED 38A 208-60-5, 23.0 A., J.B. 24" A.F.F. (ELEGT. GONTR. TO 3pA 2" WASTE, STUB UP TO A 12" x 12" FLOOR SINK WITH HALF PRESSURE RELIEF PORT, WIRIN6 FROM FREEZER EVAPORATOR TO 1. EXHAUST HOOD FURNISHED AND INSTALLED BY K.E.G. CONNECT TO COMMON CONNECTION ON DISHWASHER FOR MOTORS, 6RATE AND WITH MESH BUCKET LINER - BY PLUMB. GONTR. ROOM THERMOSTAT, AND ALL CONTROLS TO BE BY ELECT. DUGTWORK AND ROOF TOP EQUIPMENT FURNISHED AND INSTALLED GONTROLS AND TANK HEAT. VERIFY ELEGTRIGAL REQUIREMEN-S (PLUMB. GONTR. TO EXTEND DRAIN LINE FROM DRAIN VALVE GONTR. BY MEGH. GONTR. WITH OWNER FURNISHED DISHWASHER) ON HOT FOOD UNIT) - 30B I/2" H.W., S.U.PLUMB. GONTRTO CONNECT TO FILL FAUCET) FREEZER EVAPORATOR SHALL BE ELECTRICALLY GONNEGTED TO 2. CONTROLS OR SWITCHES FOR EXHAUST FANS OR MAKE-UP AIR 5 A 208-60-3, 6.6 A., J.B. 24" A.F.F. (ELECT. GONTR. TO . . ITS RE5PECTIVE GONDEN5IN6 UNIT AS REQUIRED. THE WIRIN6 UNITS SHALL BE FURNISHED WITH THE HVAC EQUIPMENT. GONNEGT TO SWITGH, AND FROM SWITGH TO DISPOS=R AND 3/4" H.W. (120 DEGREES MIN.), 5.0. 18" A.F.F. (PLUMB. FROM THE TIME CLOCK ON FREEZER GONDENSIN6 UNIT TO THE CONTROLS OR SWITGHES SHALL BE RECESSED IN THE BUILDING 8 SOLENOID VALVE) ELECTRIC DEFROST HEATERS IN THE EVAPORATOR SHALL BE BY WALL, NOT ON THE EXHAUST HOOD. GONTR. TO CONNECT TO COMMON H.W. CONNECTION ON THE ELEGT. GONTR. ELEGTRIGAL INTERGONNEGTIONS BETWEEN 41A 120-60-1, 10.0 A., D.R. 48" A.F.F. (GONVEN:ENGE DISHWASHER. 68 6PH REQUIRED AT 20 PSI FLOW PRESSURE. 3. FIRE SUPPRESSION SYSTEM FURNISHED AND INSTALLED BY E THE REFRIGERATOR EVAPORATOR AND ITS RESPECTIVE K.E.G. CONNECTIONS TO FIRE SUPPRESSION SYSTEM REGEPTAGLE) VERIFY REQUIREMENTS WITH OWNER FURNISHED DISHWASHER) GONDENSIN6 UNIT ARE NOT REQUIRED. FURNISHED AND INSTALLED BY ELEG. GONTR. 415 120-60-1, 10.0 A. D.R. 24" A.F.F. (GONVEN:ENGE 38 3" WASTE, STUB UP TO A 12" x 12" FLOOR SINK WITHOUT REMOTE AIR COOLED REFRI6ERATOR AND FREEZER GONDEN5IN6 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE PLANS FOR REGEPTAGLE) 6RATE - BY PLUMB. GONTR. (PLUMB. GONTR. TO EXTEND DRAIN UNITS (ITEM # 1) SHALL BE MOUNTED ON METAL RACKS AND REVIEW AND INSPEGTIONS. LINES FROM DISHWASHER AND FROM CONDENSATE HOOD - ITEM FACTORY WIRED. UNITS SHALL BE LOCATED OUTDOORS ON 43A 120-60-1, 10.0 A., D.R. 18" A.F.F. (GARBONATOR _N BASE #37) 5UILDIN6 ROOF. EXACT LOCATION BY ARCHITECT. OF COUNTER. VERIFY ELEGTRIGAL REQUIREMENTS WITH VENDOR LE SEND FURNISHED EQUIPMENT) 3qA 3/4" G.W., 5.0. 18" A.F.F. (PLUMB. GONTR. TO CONNECT TO REFRIGERATOR GONDENSIN6 UNIT SHALL BE AN AMERICAN PANEL PRE -RINSE FAUCET, AND THROUGH SOLENOID VALVE TO WATER #FJAM-A125-GFV-OOI-AA28-106 WIRED 206-60-1 WITH AN } 43B 120-60-1,3.0 A. D.R. 48"A.F.F.(IGE AND SODA D:S=-LASER) INLET IN REAR OF PRE -RINSE SINK) APPROX. TOTAL LOAD OF 11.7 AMPS., NOT INGLUDIN6 O EQUIPMENT ITEM D EVAPORATOR. CONDENSING UNIT MEASURES APPROX. 25" X 51" 44A 120-60-1, 15.0 A., D.R. 48" A.F.F. ( VER I^Y =_EGTR:GAL 3qB 1/2" H W S. 0. 18" A.F.F. (PLUMB. GONTR. TO CONNECT TO X 31" HI6H AND NEI6HS APPROX. 270 LBS O PLUMBIN6 REQUIREMENT REQUIREMENTS WITH VENDOR FURNISHED EQUIPMENT) PRE -RINSE FAUGET) FREEZER 6ONDENSIN6 UNIT SHALL BE AN AMERICAN PANEL ELEGTRIGAL REQUIREMENT 45A NOT USED SGC 2" WASTE, S.O. 8" A.F.F. (PLUMB. GONTR. TO CONNECT TO #AVA2510ZXTXG(2G2111-1)-1)-75 WIRED 208-60-3, WITH AN D O APPROX. TOTAL LOAD OF 16.1 AMPS., INGLUDIN6 EVAPORATOR. VENTILATION REQUIREMENT 47A 120/208-60-1 30.0 A., J. B. 48" A. F. (E_=GT. GONTR. DISPOSER) A SEPARATE 208-60-1 PHASE LINE SHALL BE RUN BY THE ' TO CONNECT TO GOFFEE BREWER. VERIFY =1=GTR:GAL 40A 1/2" G.W., 5.0. 18" A.F.F. (PLUMB. GONTR. TO CONNECT TO ELECT. GONTR. FROM THE CONTROL PANEL ON THE GONDENSIN6 WALK-IN NOTE REQUIREMENTS WITH VENDOR FURNISHED EQUIPMENT) FAUCET) UNIT TO THE EVAPORATOR IN THE WALK-IN TO HANDLE A 7.4 AMP. LOAD FOR THE ELEGTRIC DEFROST HEATERS. GONDENSIN6 O SODA SYSTEM NOTE C 48A 20-60-1, 4.7 A., D.R. 18" A.F.F. 40B 1/2" H.W., S.o. 18" A.F.F. (PLUMB. GONTR. TO CONNECT TO UNIT MEASURES APPROX. 25" X 31" X 31" HIGH AND WEIGHS 0 APPROX. 4q0 LBS. FAUCET) A. AMPERES 4qA 120-60-1, 11.8 A., D.R. 88" A.F.F. A.F.F. ABOVE FINISHED FLOOR 40G PLUMB. GONTR. TO RUN 2" COMMON DRAIN LINE FROM THREE OVERALL HEIGHT OF WALK-IN SHALL BE APPROX. 8'-3-3/4" 6. R. CONDENSATE RETURN 50A 120-60-1, 5 A. R. 2 " A.F SIN< DRAIN GONNEGTIONS AND EXTEND To 6REA5E INTERCEPTOR A.F.F. G. A. GOLD WATER ✓ \ AS REQUIRED D.R. DUPLEX REGEPTAGLE 52A 20-60-1 10.8 A., J.B. 60" A.F.F. (ELEGT. GONTR. TO 17 <.E.G. SHALL PROVIDE METAL TRIM STRIPS TO MATCH WALK-IN E.G. EQUIPMENT GONNEGTION CONNECT TO GE R) (4-1A NOT USED FAGIN6 WHERE WALK-IN ABUTS BUILDIN6 WALLS, AND CLOSURE F. D. FLOOR DRAIN PANELS FROM TOP OF WALK-IN TO FINISHED GEILIN6. H.P. HORSE POWER 3 F5_6 _A NOT USED 41B NOT USED J.B. HOT HATERTION BOX B 58A 20-60-1, 10.0 A., D.R. 48" A.F.F. ( VER I=Y-'_=GTR:GAL 41G NOT USED K.E.G. KITCHEN EQUIPMENT GONTRAGTOR K. N. KILOWATT REQUIREMENTS WITH VENDOR FURNISHED EQUIPMENT)` 43A 1/2" G.W., 5.0. 18" A.F.F. (PLUMB. GONTR. TO GONNEGT TO F. N. PRE -WIRED 6AR50NATOR IN BASE OF COUNTER. BAGKFLOW PREVENTER A5 S.O. STUB OUT 5qA 120-60-1, 10.0 A., D.R. 48" A.F.F. (C0NV--N:ENGE5.S. STEAM SUPPLY REQUIRED FURNISHED AND INSTALLED BY PLUMB. GONTR.) REGEPTAGLE) S. R. SINGLE REGEPTAGLE S.U. STUB UP Z A A F R 7 R Q 1f1 11 17 1Z 1d 1r 1R 17 1R 1D of) 71 �� 74 '1A Carmel Senior Living XXXX Carmel, Indiana Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 05 816 421 8200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ISSUED FOR: 100% Construction Documents 11 July 2013 6 CCD #1 10 December 2013 Drawn By TJT Checked By JK Utility Schedules 61003 Project Number: 2013.037 © Copyright 2013 Z 1 3 4 GENERAL NOTES - STRUCTURAL I. The contractor shall verify dimensions and conditions before construction and notify the engineer of any discrepancies, Inconsistencies, or difficulties affecting the work before proceeding. Z 2. The contractor shall coordinate all disciplines, verifying size and location of all openings, whether shown on structural drawings or not, as Galled for on architectural, mechanical, or electrical drawings. All conflicts, inconsistencies, or other difficulties affecting structural work shall be called to the architect or engineer's attention for direction before proceeding. 3. All design and construction work for this project shall conform to the requirements of the 2006 International Building Code, as amended by the City of Carmel, Indiana. 4. These drawings are for this specific project and no other use is authorized. 5. Structural Design Load Criteria: A. Floor = 40 psf (Live) B. Corridor/Commons Area/Stairs= 100 psf (Live); "f a Corridors above let Fir G. Roof = 20 psf (Live); 20 psf (snow- Is=1.0) D. Lateral Loads: 1) Wind: V= 410 mph, exposure G, Occupancy Category 11, Iw=1.0 2) Seismic = 55 = 0.114, 51 = 0.0141, 51te Classification G Sds=0.143, Sdi=0.041; Occupany Category II (1e=1.0) Seismic Design Category B, Equivalent Lateral Force Procedure Bearing Wall Systems -Light Framed Walls W/ Shear Panels of all Other Materials (R=25, Cd=25, Omega=25); V=.OM E. This project is designed to resist the most critical effects resulting from the load combinations of section 1605.3 of the 2006 International Building Code. 6. Concrete: A. Concrete for footings and foundations shall develop minimum ultimate compressive design strength of 3500 psi 1n 28 days, but not less than 550 pounds of cement shall be used per cubic yard /j of concrete regardless of strengths obtained, not over 6 gallons of water per 100 pounds of cement and not over 4 Inches of slump. B. Concrete for interior flotwork shall have a minimum design ,compressive strength of 4000 psi in 26 days, wlth not less than 550 pounds of cement per cubic yard of concrete, not over 55 gallons of water per 100 pounds of cement and a maximum of 4 Inches of slump. G. Concrete for exterior flotwork shall have a minimum design compressive strength of 4000 psi 1n 26 days, with not less than 564 pounds of cement per cubic yard of concrete, not over 5.0 gallons of water per 100 pounds of cement and a maximum of 4 inches of slump. D. Concrete floor topping shall be a gypsum based concrete wlth a maximum dry density of 115 pcf and a minimum compressive design strength of 2000 psi. E. The preceding minimum mix requirements may have up to 15% maximum of the cement content replaced wlth an approved A5TM C618 Glass G fly ash, provdid the total minimum cementltious content is not reduced. F. All concrete 1s reinforced concrete unless specifically called out as unrelnforced. Reinforce all concrete not otherwise shown wlth some steel as In similar sections or areas. Any details not shown shall be detailed per AGI 315 and meet requirements of AGI 318, current editions. 6. Contractor shall verify that all concrete inserts, reinforcing and embedded Items are correctly located and rigidly secured prior to concrete placement. I H. Construction joints in grade beams shall occur at midspon (middle third) unless noted otherwise. Provide 2 x 4 horizontal keys at construction joints for shear transfer. I. No aluminum items shall be embedded in any concrete. J. Do NOT add water to concrete at the jobslte unless given written approval by the EOR. Submit specifications for superplasticizer for engineer's approval to achieve desired workab1111ty. K. All interior concrete slabs on grade shall be placed over 15m11, Glass A Vapor Barrier per A5TM EI'I45. All joints shall be lapped i and sealed per manufacturer's recommendations. All penetrations, as well as damaged vapor barrier material shall also be sealed per manufacturer's recommendation prior to concrete placement. The vapor barrier shall be placed over free -draining granular material as prescribed by the project soils report. n 7■ B 8. Reinforcing Steel: A. All reinforcing steel shall conform to the requirements of ASTM A615 or A106 grade 60 steel. Welded plain wire fabric shall be supplied in sheets and conform to the requirements of A5TM A185. B. Clear minimum coverage of concrete over reinforcing steel A 4 Z A 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 shall be as follows: E. Joist blocking and bridging shall be solid wood or cross bridging of either I j�j�� G j� I Concrete placed against earth 3" wood or metal straps. Spacing, in any case, shall not exceed 8'-0". COLUMN I I `► JGl I��UL� Formed concrete against earth 2" F. Wood members and sheathing shall be fastened with number and Slabs I" size of fasteners not less than that set forth in Table 2304.4.1 j�� j Other 2" of the 2006 International Building Code. Floor sheathing I I I `lG �G1 1�U� (� TO NOTES #1 and #2) NON -SHRINK ted All coverage shall be nominal bar diameter minimum. shall be APA ratongue and groove Sturd-I-Floor, exposure I, glued TYPE COLUMN BASE PLATE SHAPE ANCHOR BOLTS 6ROUT G. All dowels shall be the some size and spacing as adjoining and nailed with 8d ring shank nails or # 10 screws at 12" on main bars (splice lap 40 bar diameters or 24" minimum unless center to all supports. Sheathing of shear walls or roof CONNECTION ATTAGHNtNTS (REF NOTE #3 and #4) I H55 8x8xV %'x14"xl4'" B 4- 1�4" (PA2"Lg. I" R noted otherwlse). diaphragms shall be edge nailed wlth 8d common nails at 6" on JOIST TO SILL OR 61RDER 3- 3" x 0.131" NAILS -TOENAIL 3-Sd NAIL5-TOENAIL ++ 4- %1"Ox12" I" D. At corners of all walls, beams, and grade beams supply center and nailed to intermediate framing and/or blocking members 2 HSS 4x4x�sp4ixL0'xlt"j A 1-9' Corner bars (minimum 2 -0 In each direction or 40 bar diameters) wlth 8d common nails at 12" on center unless otherwlse noted on BRIDGING TO JOIST 2- 3" x 0.131" NAILS -TOENAIL EACH END 2-8d NAILS -TOENAIL EACH END 5 H55 4x4xV4 %4 xl0 x10 A 4- ;V` x12"Lg. I" In outside face of Hal 1, matching size and spacing of horizontal the drawings. 3" x 0.131" NAILS AT 8"o.c -TYPICAL L6d BOX NAIL5Z AT 16"oc. MAX. " " " bars. Where there are no vertical bars 1n outside face of wall, 6. Sill plates shall be bolted to concrete walls or steel beams 4 H55 4x4x%" 54"xl0"x10" A 4" 4 x12 Lg. I supply 3 - #4 vertical support bars for corner bars. with 1/2' diameter bolts at 32" on center. Plates In direct SOLE PLATE TO JOIST OR FACE NAIL1 FACE NAILING ' E. Bars marked continuous and all vertical steel shall be contact wlth concrete or masonry shall be treated lumber. BLOCKING 43 x 0.131 NAILS AT I6 o.c.-BRACED 3-I6d BOX NAILS AT I6 o.c. 5 H55 6x6x12" %4"xl2"xl2" A 4- 1"OA219. I" H. Joist ha shall be Simpson 5tron Tie Hangers as follows or WALL PANELS BRACED WALL PANEL " " Q lapped 40 bar diameters (2-0minimum) at splices and �� P 9- 9 � HSS 5x5x�(s" �4"x�l"xll'+ A 4 4 4x12 Lg. embedments, unless shown otherwise. Splice top bars near midspon approved equal: TOP PLATE TO STUD 3- 3" x 0.131" NAILS -END NAIL 2-I6d NAILS -END NAIL and splice bottom bars over supports, unless noted otherwise. Q Sawn Lumber: (3) 2XIO...... HHU210-3 (Face Mount) 4 3" x 0.131" NAILS -TOENAIL OR 48d NAILS -TOENAIL OR F. At all holes In concrete walls and slabs, add 2 - bars (2) 2x12 ...... HU5212-2 (Face Mount) STUD TO SOLE PLATE 3- 3" x 0.131" NAILS -END NAIL 2-I6d NAILS -END NAIL SHAPE ('NOT TO 5GAL..E) (opening dimension plus 80 diameters Ion at each of four sides (2) 2XIO...... HU5210-2 (Face Mount) and add 2 - #5 x 5'-0" dlogonally at eorR of four corners of (2) 2XIO...... HUS210-2TF (Top Flange) DOUBLE STUDS 3" x 0.131" NAILS AT 8"o.c.-FACE NAIL I6d BOX NAILS AT 24"o c. MAX. hole. Openings in 6" thick walls are reinforced similar, but (2) 2xb....... HJ528-2 (Face Mount) FACE NAIL i wlth I - #5 Instead of 2 - #5 respectively, (U 2xIO (1) 2x8...... LU526 (Face Mount) I6d BOX NAILS AT I6"o.c. MAX. G. Accessories shall be as speclfled in latest edition of the DOUBLED TDP PLATES 3" x 0.131" NAILS AT 12"o c -PAGE NAIL P .......HU210TF (Top Flange) FACE NAIL A B C D E F AGI Detailing Handbook and the concrete Reinforcing Steel (1) 2x12 ....... LU528-2 (Face Mount) DOUBLE TOP PLATE LAPS institute Design Handbook. Maximum accessory spacing shall be 4'- (1) 2x12 ....... LU5210 (Face Mount) 12-3" x 0.131" NAILS 8-16d NAILS 0" on center, and all accessories on exposed surfaces are to have AND INTERSECTIONS NOTES: Piastir. coated feet. 2) Engineered Wood: ch" TJI 110....IUI.61/q.5 (Face Mount) BLOCKING BETWEEN JOISTS 3-3" x 0.131" NAILS -TOENAIL 3-8d NAILS -TOENAIL I, SEE PLAN FOR ORIENTATION OF COLUMNS. H, All slabs and stairs not shown otherwise shall be 6" thick OR RAFTERS TO TOP PLATE 2. ALL COLUM 6HALJ.. ge CONTINU0U5 WITH NO SPLICES. with 44 bars at 12" on center each wa All exterior porches and qV2"' TJI 110 .... ITT2g5 (Top Flange) „ „ „ 5. RL'1 TO SECTION IOM -02 FOR ANCHM BOLT DETAIL AND REQUIRED DBL NUT y ll%" TJI 110...IU52.56/11.88 (Face Mount) RIM JOIST TO TOP PLATE 3 x 0.131 NAILS AT 6 ac -TOENAIL Sd NAILS AT 6 o c. MAX. -TOENAIL 4 WAaHE'R I. stoops not otherwise detailed may be constructed In any standard manner, solid or hollow, but must be reinforced with #4 bars at 1176" TJI 110 ... ITT211.88 (Top Flange) TOP PLATE LAP5 AND 3- 3" x 0.131" NAIL5-FACE NAIL 2-I6d NAILS -FACE NAIL 12" on oenter each way minimum. Porches shall be doweled to 18" TJI 560 .... MIU2.31/18 (Face Mount) INTERSECTIONS " IS" TJI 560....HIT55143 (Top Flange) „ ��� N adjacent walls or rade beams with #4 bars at 12 on center, CONTINUOUS HEADER 3 x 0.131 NAILS AT 10 o.c. ALONG I6d NAILS AT 16 o.c. MAX. : hooked or embedded 40 diameters into both members. Sloe orches IS" TJI 560 .... MIU556115 (Face Mount) /' ONC "' " OO T" I N6 HEO • ++ P P 18" TJI 560....HIT418 (To Flange) TWO PIECES EACH EDGE ALONG EACH EDGE -TOENAIL �„/`„O !�► �/ �/8 per foot for drainage unless noted otherwise. PGEILIN6 JOISTS TO PLATE 5- 3" x 0.131" NAIL5-TOENAIL 3-8d NAILS -TOENAIL 4, Structural Steel: 3) Parallcun P5L: 3V"xIIV4......MIU356/11 CONTINUOUS HEADER TO. SF)= ` Ri�AR (KSU: 4 3" x 0.131" NAILS -TOENAIL 48d NAILS -TOENAIL SOIL PRESSURE (� .•ONCR�"iE (PSL). 3�"xI I7�"..... 1_60.65 -SM STUD 2500 3ra0O 60 A. All structural steel beams and columns shall be ASTM A9g2, 5144"x16".......HGU55-505 GEILIN6 JOISTS, LAPS OVER TYPE �00TIN6 51ZE (FT) BAR SIMEA. WAY rade 50 steel and all miscellaneous steel shall be A5TM A36 5%4"x18".......H6U5.5-505 4- 3 x 0.131 NAILS -FACE NAIL 3-I6d NAILS -FACE NAIL SPACING (!N) BOTTOM g PARTITIONS THICKNESS (IN.) grade steel. hollow Structural Sections (H55) shall be A5TM A500 54" 1N1de...... HGLTS (Top Flange) CEILING L RAFISTS, TO M grade B. Fabrication and erection shall be in accordance 1. Service condition - dry with moisture content at or below PARALLEL RAFTERS 4- 3" x 0.131" NAIL5-FACE NAIL 3-16d NAILS -FACE NAIL 3.0 3'-0" x 3'-O" x 12" #4 a 10"'o.c. wlth A15G 303-05 "Code of Standard Practice for Steel Buildings Iq% 1n service. and Bridges" in the 13th Edition of the A156 Steel Construction Manual. RAFTER TO PLATE 3- 3" x 0.131" NAILS -TOENAIL 3-8d NAIL5-TOENAIL 5:-0" x 5'-0;, x 2W, #4. ® 10"o.c. T43 B. All welding shall conform to the recommendations of the AWS. J. Parallel Strand Lumber (PSL) shall have an allowable flexural stress (Fb) of ZcIOO psi (reduced by size factor) and an elastic modulus (E) I" BRACE TO EACH STUD C. All bolts not otherwise specified shall be 3/4 diameter + high strength (ASTM A325 -N). All bolts shall be fully of 2poO,0oo psi. A� p�.� 2- 3 x 0.131 NAILS -PAGE NAIL 2-Sd NAILS -PAGE NAIL � ?'_0" x g' -0"x341" I #4 010"o.c. pretensioned, All beam connections shall be designed K. Engineered I -Joists shall be span rated in accordance with PRI -400, g Performance Standaror APA EM I -Joists. BUILT-UP CORNER AND per the A15C Manual of Steel Construction "Framed Beam Connections" MULTIPLE STUDS 3d f" x 0.131" NAILS AT 16"o.c. I6d NAILS AT 24"o.c. MAX. 3 5 3 _6 x 514 x 12 #4 9 10++ o c. at least 0.30 x beam total uniform load capaclty shown In the allowable L. Pre-engineered wood trusses shall be designed in accordance uniform load tables. All connections must be two bolt minimum. wlth the Truss Plate Institute's national design standard for 3" x 0.131" NAILS AT 24"o.c. FACE NAILED 20d NAILS AT 32"o.c. MAX. TOP 5 3'-6" x 34" x 28" #4 ® 10"o.c. L D. All anchor bolts shall be 3/4' diameter, ASTM FI553, grade 36 unless metal -plate connected wood truss construction (AN51/7PI-I latest BUILT-UP 61RDER AND TOP AND BOTTOM 5TA&&ERED ON OPP051TE AND BOTTOM, STAGGERED ON noted otherwise. edition). Trusses shall be designed and manufactured an BEAMS 51DE5 OPPSITE SIDES. #4 ® 10"o c. 9 �J �� �� 4.0 41-011 x 4 -0 x 12 authorized member of the Wood Truss Council of America (WTCA). 3- 3 x 0.131 NAILS AT ENDS AND EACH 2-20d NAILS AT ENDS AND EACH 10. Foundations: Truss design shall conform to specified codes, allowable stress SPLICE 5PLICE 0 " #4 a 10"o.c. T45 BUILT-UP LAMINATED 3" x 0.131" NAILS AT 6"o.c. TOP AND I6d NAILS AT 12"oc. TOP AND ® 4-0 x 4-0 x 28 A. The soil report was prepared Alt 4 Hitzig Engineering Inc The report increases, deflection limitations and other applicable criteria _ P P P 9 9 9 P of the governing code. VENEER LUMBER BEAMS BOTTOM ALON6 EDGE BOTTOM ALONG EDGE 4'-0" x 4'-0"x39" #4 ® 10"o.c. T415number is IIINO520 and their phone number Is 311-815-1000. M. Shop drawings showing complete erection and fabrication 2" PLANKING 4- 3" x 0.131" NAILS AT EACH SUPPORT I6d NAILS AT EACH SUPPORT B. Grade beams, thickened slabs and retaining walls are designed to bear details and calculations (including connections) shall be 45 4°-b"' x 4'-6" x 15" #5 � 10"o.G. K on engineered fill or undisturbed soil capable of safely sustaining 2000 psf. submitted to the project architect /engineer for review prior to fabrication and/or erection. Such drawin s shall bear the sea! NOTES: + #5 ®10"o c. T45 Spread footings are designed to bear on engineered fill or undisturbed soil 9 5 4-6+ x 4'-b x 28' capable of safely sustaining 2500 sf. of a professional engineer, registered in the state of Arizona I) ALL NAILS SHALL BE A5 NOTED UNLESS OTHERWISE SPECIFIED ON STRUCTURAL DRAWINGS OR p Shop drawl s shall also be submitted to the local government ALTERNATE PROVIDED BY ENGINEER IN WRITING. #5 o 10"o.c. G. Retaining structures are designed for a lateral load of p n9 9 50 5`-0" x 5'-0" x 15° 60 pcf equivalent fluid pressure. controlling agency when requested by that 2) CONDITIONS NOT SPECIFIED SHALL BE IN ACCORDANCE WITH CURRENT INTERNATIONAL BUILDIN6 CODE. D. Contractor shall provide for dewaterin at excavations from agency. 3) NAILING PM16NATION: + �+ + #5 0 10"o.c. P 9 55 51411 x 5 -6 x I'�' either surface water or seepage. N. All trusses shall be securely braced both during erection 4 - 3" x 0.131" NAILS E. All foundation excavations shall be Inspected by a qualified and permanently, as Indicated on the approved truss design T T DIAMETER IN INCHE5 5 5'-6" x 5'-6" x 28" I #5 0 10"o c. soil engineer, approved by the architect and/or structural drawings and In accordance wlth TPI's commentary and I NAIL LENGTH J engineer, prior to placement of steel or concrete. This recommendations for handling, installing and bracing metal -plate QUANTITY SB 51-6" x 5'-6" x 34" #5 ® 10"o.c. T415 inspection shall be at the owner's expense. connected wood trusses (HIS -41, booklet) and the latest edition 4) ALL NAILS NOTED A5 Sd, IOd, I6d, ETC. SHALL BE COMMON NAILS UNLESS NOTED BOX. F. All concrete in the structuralortion retaining the of AN51/TPI-I. P g 65 (014" x 6'$" x IS" #5 ®10 o.c. backfill shall have attained its design strength prior to being backfilled 0. The truss manufacturer shall supply all hardware and 6. Moisture content In soils beneath building locations should fasteners for joining truss members together and fastening truss -0 4x1 4'" x1'-0" x 28" #5 ®10" o.c. T45 not be allowed to change after footing excavations and after members to their supports. Metal connector plates shall be grading for slabs on rade are completed. If su rade materials manufactured by a member of the Wood Truss Council of America 9 9 9 P b9 5x4 5'-0" x4'-0" x 15" #5 0 10 o.c. become desiccated or softened water or other conditions, (WTCA) and shall be 20 gouge minimum. Connector Tates shall � g g P E. Bob D. Campbell and Company, Inc. shall review shop drawings recompoct materials to the density and water content specified meet or exceed A5TM A653, grade 33, with A5TM A4124 galvanized and related materials with comments provided that each submission xl 6-0" x 14'-0" x 28" #5 @ 10'o.c. T45 H for engineered fill. Do not place concrete on frozen ground. coating designation 660. has met the above requirements. Bob D. Campbell and Company, P. Shipment, handling, and erection of trusses shall be by Inc. shall return without comment unrequired material or NOTE: 11. Concrete Block Masonry: experlenced, qualified persons and shall be performed 1n a manner submissions wlthout &C approval stamp. I) EXTERIOR FOOTINGS OR FOOTING AT GRADE BEAM SHALL MATCH GRADE BEAM so as not to endanger life or property. Apparent truss damage A. Concrete block used in load bearing walls shall be reported to the truss manufacturer for evaluation prior 14. Structural 5peclol Inspection: DEPTH AND BE POURED MONOLITHIC WITH &RADE BEAM. PROVIDE SPECIFIED REBAR shall meet the requirements of ASTM 040 and have a minimum net to erection. Cutting or alteration of trusses Is not permitted. TOP AND BOTTOM WITH 4 5TANDEE5 TO SUPPORT MATS. compressive strength of MOO psi and laid up using type N mortar Q. Roof Truss Design Criteria: A. The structural design for this project Is based on 2) CENTER FOOTINGS ON COLUMNS AND/OR WALL CENTER LINES PER PLAN, such that f'm a uals 1500 sl. An block in contact wlth earth T chord live load = 20psf ( ovit) g P j UNLE55 OTHERWI5E NOTED. q P y °p P Ai y completion of special inspections during construction in 3) TOP OF FOOTING ELEVATION= 941'-0" UNLESS NOTED OTHERWISE PER PLAN OR SECTION. shall be normal Height units laid using a "5" mortar and = 20psf (wind uplift) G 9 9 BJP accordance with section 1104 of the 2006 International grouted solid. Top chord dead load = 15psf Building Code. The owner shall em to one or more qualified s ecial B. The contractor shall provide adequate temporary bracing for Bottom chord dead load = lopsf Inspectors ors to provide the required special inspections. P SHEAR HALL ANCHOR SCHEDULE all masonry walls during construction. Trusses supporting ectal Inspections shall be required for the items G. All concrete block shall have q gage (or larger) horizontal B. ort! Concrete SP � qindicated below. The General Contractor shall provide SIMPSON HOLDOWN # OF STUDS/ANG+IOR joint reinforcing (ladder or truss) per architectural drawln s slabs ® d live loaf wells: P MARK j g P g Top chord live load = 50psf (gravity) notification to the Inspector when Items requiring Inspection are and specifications (I6" maximum vertical spacing). Top chord dead load = 50psf ready to be inspected and provide access for those inspections. (2) 2x 5TUD5 W/ PA55-12 ANCHOR (0 FDN) D. Cavity wall construction shall be reinforced as designed for Bottom chord dead load = IOpsf 1) Placement of Concrete H2 HDU2-50525 (2) 2x STUD5 W/ %, THRU-BOLTS (o FLR) specific concrete block used. The horizontal joint reinforcing 2) Testing of Concrete (2) 2x STUDS W/ PARS -12 ANCHOR (® PDN) F shall be of the ladder or truss style per specification and Limit Live Load Deflections to L/360 3) Bolts in Concrete 1f4 HDU45D525 continuous between brick and block, as prescribed by Limit Total Load Deflections to L/300 4) Placement of Reinforcing Steel (2) 2x 5TUD5 W/ 3b" THRU-BOLTS (0 FLR) architectural drawings. 5) Verification of Soil Bearing Capacities (2) 2x STUDS W/ PA55-12 ANCHOR (® FDN) E. Concrete block shall be reinforced as follows: 13. Shop Drawlng Review: }{5 HDU5-SD525 I) Vertical relnforcin shall be a minimum of I - #4 bar 1n 8 walls 6) Post -Installed Anchors (2) 2x STUDS W/ fib" THRU-BOLTS (® PLR) 9 10 Post -Tensioning Installation and Stressing (3) 2x STUDS W/ PAB1-18 ANCHOR (® FDN) at 4'-0" on center, at each corner, each side of control joints A. Bob D. Campbell and Company, Inc. will review the beneral 8) Structural Masonry (Part Time) }{8 H01,18-50525 and In the end void of each length of wall. Contractor's (6C) shop drawings and related submittals (as q) High Strength Bolting (3) 2x STUDS W/ 76"(1) THRU-BOLT (® FLR) Lap splices for masonry vertical reinforcing shall be 48 bar indicated below) with respect to the ability of the detailed 10) Structural Welding bxb TIMBER POST W/ PA55-18 ANCHOR (GFDN) diameters or 24" minimum, work, when complete, to be a properly functioning integral ll) Steel Frame Inspection 2HII (2) HD1,1II-5052.5 6x(o TIMBER POST W/ 1"10 THRU-BOLT (® FLR) E 2) Horizontal reinforcing: element of the overall structural system designed by Bob D. 12) Shop Fabrication of Structural Steel A) Horizontal joint reinforcing as noted above. Campbell and Company, Inc. G. The special inspector shall furnish inspection reports toST}1 5THP14 (2) 2x 5TUD5 B) Continuous horizontal bars shall be include per section or B. Prior to submittal of a shop drawing or any related material the building official, owner, architect and structural engineer, detail in bond beam or optional running bond beam where noted. to Bob D. Campbell and Company, Inc., the 6G shall: and any other designated person. NOTE: Where bond beams are continuous at corners of walls, supply 1) Review each submission for conformance with the means, D. All discrepancies shall be brought to the Immediate 1) 5TUD5 SHALL BE NAILED TOGETHER WITH Sd NAILS 012"clic. corner bars matching size of horizontal bars (minimum 2'-0" or 40 methods, techniques, sequences and operations of construction and attention of the contractor for correction, then, if uncorrected, 2) REFER TO SECTION 5M.01 FOR 5HEARWALL FOUNDATION TIEDOWN DETAIL AT EACH END OF 5HEARWAI.L. bar diameters In each direction). safety precautions and programs incidental thereto, all of which to the proper design authority, building official and structural F. Grout, where noted above, shall have a minimum design are the sole responsibility of the 6G. engineer. 3) REFER TO SECTION 2!76.01 FOR 5HEARWALL FLOOR TO FLOOR HOLDDOWN DETAIL AT EACH END ultimate compressive strep of 2500 psi at 26 da test and 3/8" 2) Review and approve each submission. OF 5HEARWALL. D pr strength p y aper E. The special inspector shall submit a final signed report ARS ANCHOR SHALL HAVE A MINIMUM EMBEDMENT OF b". 6 P maximum aggregate size. 3) Stamp each submission as approved. stating that the work requiring special inspection was, to the ) A,B1 ANCHOR SHALL HAVE A MINIMUM EMBEDMENT OF 10". . Unless otherwlse covered on architectural plans or G. Bob D. Campbell and Company, Inc5 Inc... shall assume that no best of the inspector's knowledge, in conformance with the 5) PABB ANCHOR SHALL HAVE A MINIMUM EMBEDMENT OF 12". specifications, vertical control joints in masonry construction submisslon comprises a variation unless the 6G advises Bob D. approved plans and specifications and the applicable workmanship shall be 3/8" wide, full height of wall. Joints shall be spaced Campbell and Company, Inc. with written documentation. provisions of the building code. I at a maximum of 24'-0" on center and coordinated with the D. Shop drawings and related material (1f any) required are 5'I"'I��� Il l�(LL SGj���flUL� architect. All horizontal joint reinforcing shall be Indicated below. Should Bob D. Campbell and Company, Inc. 15. Copyright and Disclaimer: discontinuous at control joints in masonry. All bond beam require more than ten (10) working days to perform the review, A. All drawin s in the structural set (5 -series drawl s) are horizontal reinforcing shall be continuous through control joints. Bob D. Campbell and Company, Inc. shall so notify the 6G. g I) Concrete mix designs and material certificates including the copyrighted work of Bob D. Campbell and company, Inc. These MARK SHEATHING NAILING PATTERN C 12. Timber and Wood Framing: admixtures and compounds applied to the concrete after placement, drawings may not be photographed, traced, or copies 1n any manner 2) Reinforcing steel shop drawings including erection drawings without the written permission of Bob D. Campbell and Company, 5W -I 5/8" APA -RATED SHEATHING OUTSIDE PAGE 8d NAILS ®6"clic (BLOCKED) A. Quality and construction of wood framing members and their Inc. Exception: Original drawings may be printed for and bending details. Bar list w111 not be reviewed for correct ++ fasteners for load supporting purposes not otherwise indicated on distribution to the owner, architect, and general contractor for 5W-2 5/8 APA -RATED SHE,4THIN6 EACH PAGE Sd NAILS ®3"clic (BLOCKED) PP 9 P rP quantities. the drawings shall be in accordance wlth the 2006 International 3) Post -Tensioning layout and elongation Calculations coordination, bidding, and construction. Subcontractors may not 5W-3 "GYP BOARD EACH FACE bd NAILS ®4"clic (BLOCKED) Building Cods. reproduce these drawings for any purpose or in any manner. B. Timber bending members (i.e. Joists, Beams, 4 Headers) shall be 4) Grout mix designs (for CMU). B. I, Michael J. Falbe, P.E., registered engineer and a representative ++ 5) Structural steel shop drawings including erection drawings g g P � GYP BOARD IN5IDENNIT FAGS 6d NAILS ®4"clic (BLOCKED) Number 2 Doug -Fir visually graded lumber or equal (allowable fiber stress and piece details. Include joist, decking of Bob D. Campbell and Company, Inc., do hereby accept 5W-4 5/8" APA -RATED . 5HEATHIN& OUTSIDEIGORRIDOR FACE 8d NAILS ®4"oc (BLOCKED) in bending of 850 psi minimum and on elastic cking and connector modulus of 1,200,000 psi). submittalsInclude miscellaneous framing specified the professional responsibility as required by the professional B Timber axial loaded members (i.e. Studs, Posts, 4 Columns) shall be g s P registration laws of this state for the structural design NOTES: Stud Doug -Fir visually graded lumber or equal (allowablestructural drawings, but do not submit framing specified on non - compression structural drawings for Bob D. Campbell and Company, Inc. review. drawings consisting of 5 -series drawings. I hereby disclaim I) NAILING SHALL BE TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOGKIN&. of 850 psi minimum and an elastic , modulus of 1,100,000 psi) unless responsibility for all other drawings in the construction 2) NAIL SPACING INDICATED 15 FOR PANEL ED6E5. NAIL 5PACIN6 IN FIELD OF PANEL MAY BE 12"oc.. b) Miscellaneous anchors shown on the structural drawings. document package they being the responsibility of other design 3) ALL 5HEATHIN6 JOINTS IN SHEAR WALL5 SHALL BE BLOCKED AND NAILED. noted otherwise per plan. , G. Refer to Sheet 00.00 through 00.03 for location of fire rated walls '7) Wood truss design calculations and detailed erection and professionals whose seals and signed statements may appear 9 P 9 y PP 4) DENOTES WALL FRAMING MUST HAVE (2) 2x STUDS MINIMUM AT ADJOINING PANEL ED6E5 Provide sheathing and studs In accordance with wall assemblies on Sheet 00.02. fabrication drawings. Standard stick framing shop drawings need elsewhere in the construction document package. AND NAILS SHALL BE STAGGERED ®SPACING PER SCHEDULE. D. Bridging of stud bearing walls and shear walls shall be not be submitted. solid, matching sheathing joints. 5) bd NAILS ® GYP BOARD SHEATHED WALL5 MAY BE 505TITUTED WITH NO. 6x1/4" TYPE 5 OR W 5GREW5. A r, 1 7 1R 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By General Notes & Schedules 70N01 Project Number: 2013.037 © Copyright 2013 9111111111111 k M 171 :1 .3 1 4 1 0 1 10 1 t 1 8 1 9 1 1U 1 11 1 12 1 13 FOUNDATION PLAN- AREA A2 SHOWER I GRANULAR FILL REINF. YV #4 ®16"oc EA. WAY MID -DEPTH. FORTH SLOPE TO DRAIN WIRMINaII I L -R-10 14 1 1b 1b JS 12si I/ 23/411 wlnl / ^11 lick/11 17 TYP. SHOY+M -A - nn nA 18 19 1U LEGEND r-OMATION PLAN NOTES: kimfewve� L FOOTING MARK - SEE SCHEDULE ON SHEET - 3 - 5"70.01 • COLUMN MARK -SEE SCHEDULE ON SHAT "10.01 REFER TO FOOTING SCHEDULE ON 5HEET 10.01 5. RIS —10 ARWALL SCHEDULE ON SHEET '70.01 R ❑ ....... HOLDOViN - SEE SCHEDULE ON SHEET "70.01 I 6. TOP OF FOOTINU ELEVATION= aa' -0" U.N.O. 26IKAw" 7 R Q 1n 11 17 14 1A 1r, 1R 17 1f2 10 on )1 M© IL �(1 � C ter. IML MG Qi E 3 ADDED SLAB ON 6RADE SAW JOINTS. MC IMC M: JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone _ 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �xrr:4r €. 76 �f'.fi �.�`"''I,=div/` t a�`4•` . i. ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Plan Area - A 71001 Project Number: 2013.037 © Copyright 2013 U c L 171 :1 .3 1 4 1 0 1 10 1 t 1 8 1 9 1 1U 1 11 1 12 1 13 FOUNDATION PLAN- AREA A2 SHOWER I GRANULAR FILL REINF. YV #4 ®16"oc EA. WAY MID -DEPTH. FORTH SLOPE TO DRAIN WIRMINaII I L -R-10 14 1 1b 1b JS 12si I/ 23/411 wlnl / ^11 lick/11 17 TYP. SHOY+M -A - nn nA 18 19 1U LEGEND r-OMATION PLAN NOTES: kimfewve� L FOOTING MARK - SEE SCHEDULE ON SHEET - 3 - 5"70.01 • COLUMN MARK -SEE SCHEDULE ON SHAT "10.01 REFER TO FOOTING SCHEDULE ON 5HEET 10.01 5. RIS —10 ARWALL SCHEDULE ON SHEET '70.01 R ❑ ....... HOLDOViN - SEE SCHEDULE ON SHEET "70.01 I 6. TOP OF FOOTINU ELEVATION= aa' -0" U.N.O. 26IKAw" 7 R Q 1n 11 17 14 1A 1r, 1R 17 1f2 10 on )1 M© IL �(1 � C ter. IML MG Qi E 3 ADDED SLAB ON 6RADE SAW JOINTS. MC IMC M: JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone _ 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f �xrr:4r €. 76 �f'.fi �.�`"''I,=div/` t a�`4•` . i. ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Plan Area - A 71001 Project Number: 2013.037 © Copyright 2013 ' � J am As - Bs Cs J �\ Ds Fs Gs Hs q 75.E ( Js Ks - �\ T Ms Ns Ps .11M 4 I� Ib Ii 18 JS 2s, 2s , MATCHLINE " OUNPATION PLAN— AREA 5 Vail - I -0 I9 I1U 3s � 4s n A 11 12 13 14 15 16 1 17 1 18 1 19 1 2U 1 cJ 1 1--r JESEjD FOUNDATION PLAN NOM5:, 5s W 6x6 TIMBER P05T W/ 51MP50N G55066-5052 BASE CONN. TYPIC 4" GONG. 5LAB ATOP 4" GRANULAR FILL REINF. W/ #44 0I6"oc EA. WAY MID -DEPTH. SLOPE TO DRAIN REV. 401-201I" 11 s 4 THUS: € to 4'-0"* PILA5TER 5.0 REINF. PER SECT ON 10/75.01 "I5.01 O T/FT6 EL.=a6-8" 41'-10" Hs T/FT67 EL.=46'-6" 10 O 15.01 Lb � 0 iz IL M Ii �C IN Qi E ADDED SLAB ON GRADE SAW .I0INT5. 7 4 A r" R 7 Q 0 1f1 11 17 4Z 4A 4r, 4R 1 47 1 40 1 4n nn '74 77 74 7A MC JA Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTri plett Buck Architecture i Interior Design i Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone p a816 421 1262 fax Mill design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee 1 Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f J 'p �$ f'ctr� ✓, t C a r''a.I�''�toY4�` ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Drawn B Checked By Foundation Plan Area - B 71002 Project Number: 2013.037 © Copyright 2013 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 IV N �I W M L K� MA J D I I C B aq'-108" 7/FTG FOUNPAT I ON PLAN- AREA C1 (,--_ z PLAN NORTH NORTH A 1 2 3 4 5 1 6 7 T/FTG EL.:qb'-8" D 10 12 13 14 15 16 17 18 1 19 20 1 21 22 1 23 1 24 LEGEND FOUNDATION PLAN NOTES: I. REFER TO GENERAL NOTES ON SHEET 10.01 Carmel Senior Living O• • • • • • • FOOTING MARK -SEE SCHEDULE ON SHEET '10.01 1 5, REFER TO COLUMN SCHEDULE ON SHEET 10.01 C)... • • • • COLUMN MARK - SEE SCHEDULE ON SHEET 10.01 I AR TO GOTiNG SCHEDULE ON SHEET 10.01 5. REFER TO 5HEARlNALL SCHEDULE ON SHEET 10.01 R ❑ • • • ... HOLDOWN - SEE 5GHEDULE ON SHEET 10.01 6. TOP OF FOOTING ELEVATION= 4111'-0" U.N.O. 1. 5"x16" BY 6"x16" CMU PILASTER REINF. WITH #6 VERTICAL EACH CELL 18 19 20 21 A'-A5j 22 ADDED SLAB ON GRADE 5AA JOINTS. 14'-I 13/a" 23 24 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 0 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f KCivil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p /913.362.2609 f Z GST a PFE1ggqqi�55?403 ^^976 4A•_. F ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 0 CCD #1 10 December 2013 0 C Drawn By Checked By Foundation Plan B Area - C1 A 71003 Project Number: 2013.037 © Copyright 2013 Is 0 0 X 14 0 K M G F E �213 14 15 Typical Roof Assembly Design No. P522' .lune 04, 2013 Unrestrained Assembly Rating -1 Hr Finish Rating - 25 Min (See Items 3 or 3A) / I 4 _ r"" r y\ Alternate Insulation Placement, 1. Roofing System* - Any UL Class A, B or C Roofing System (TG FU) or Prepared Roof Covering (TFZ) acceptable for use over nom 15/32 in. thick wood structural panels; min. grade "C -D" or "Sheathing". Nom 15132 in. thick wood structural panels secured to trusses with No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Construction adhesive may be used with either the nails or staples. 2. Trusses - Pitched or parallel chord wood trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Truss members secured Nether with min. 0.0356 in. thick gals steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The trip half of each tooth has a twist for stiffness. The pairs are repeated on approximately 718 in. centers with four rows of teeth per inch of plate width. Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 3/12 and a min. area in the plane of the truss of 21 sq /ft. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reduced to 3 in. if the batts and blankets ( Item 3) are used as shown in the above Illustration (Alternate Insulation Placement) and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets* - (Optional) - Required when Item 613 is used - Glass fiber insulation, secured to the wood structural panels with staples spaced 12 in. OC or to the trusses with 0.090 in, diam gale steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. When Steel Framing Members (Item 613) are used, max 3-1/2 in. thick insulation shall be draped over the furring channels (Item 613a) and gypsum board ceiling membrane, and friction -fitted between trusses and Steel Framing Members (item 613d). The finished rating has only been determined when the insulation is secured to the decking. 3A. Fiber, Sprayed* As an alternate to Item 3 (not evaluated for use with Item 6B) - Any thickness of spray -applied cellulose insulation material, having a min density of 0.5 Ib/ft3, applied with water, over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Fiber, Sprayed is applied with moisture in accordance with the application instructions supplied with the product. The finish rating when Fiber Sprayed is used has not been determined. Alternate application method: The fiber is applied without water or adhesive in accordance with the ,application instructions supplied with a minimum density of 0.5 Ib/ft3 over the resilient channellgypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Alternate application method: The fiber is applied without water or adhesive to a nominal density of 3.5 lb/ft3 behind netting (Item 9) stapled to the rafters. The netting is stapled' at both lower edges of the rafters heating a cavity to accept the cellulose fiber. U S GREENFIBER L L C - INS735 & IN S745 for use with wet or dry application. INS51'OLD, INS515LD, INS541LD, INS735, INS745, INS765LD, and INS77OLD are to be used for dry application only. 4. Air Duct' - Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5. Ceiling Damper* - Max nom area, 324 sq in. Max square size, 18 in_ by 18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18 in. Max damper height is 14 in. Installed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS - Model RD -521 POTTORFF Model CFD -521 5A. Alternate Ceiling Damper* - Max nom area,196 sq in. Max square size, 14 in. by 14 in. Rectangular sizes not to exceed 196 sq in. with a max width of 24 in. Max overall damper freight is 7 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Max damper openings not to exceed 98 sal in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS - Model RD -521 -BT POTTORFF - Model CFD -521 -BT. Al 1 -Hour Roof Assembly Not to Scale 2 3 4 6 17 18 19 110 I 6. Furring Channels - Resilient channels, nom. 1/2 in. deep by 2-3/8 in. wide at the base and 1-318 in. wide at the face, formed from 0.020 in. thick galv steel. Installed perpendicular to the trusses (Item 2), spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 12 in. OC when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane. Two courses of resilient channel positioned 6 in. OC at wallboard buttjoints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt -joints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S screws. 6A. Steel Framing Members - (Not Shown)* - As an alternate to Item 6, fuming channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-318 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to trusses when no insulation (items 3 or 3A) is fitted in the concealed space or 12 in. OC when insulation (items 3 or 3A) is fittedthe concealed space, draped over the furring channel/gypsum board ceiling membrane or 24 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane and a second layer of gypsum board is attached as described in item 7 for steel framing members. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG ga,y steel wire near each end of overlap. b. Steel Framing Members - Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in, OC. RSIC-1 clips secured to alternating trusses withNo. 8 x 2-112 in, coarse drywall screw through the center grommet. RSIC-V clips secured to alternating joists with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a_ As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7116 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in item 7. PAC INTERNATIONAL INC - Types RSIC-1, RSiC-V, RSIC-1 (2.75), RSIC- V (2.75) 68. Steel Framing Members* - (Not Shown) - As an alternate to Items 6 and 6A. a. Furring Channels - Hat -shaped fuming channels, 7/8 in. deep by 2-5/8 in. wide at the base and 1-1/4 in. wide at the face, formed from No. 25 ga. galv steel, spaced max. 16 in. OC perpendicular to trusses and Cold Rolled Channels (Item 6Bb). Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 in, pan head self -drilling screw through each furring channel leg. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 18 SWG galv steel wire ties, one at each end of overlap. Supplemental furring channels at base gypsum layer and outer layer sum board butt Joints are not required. Y Y 1 � Batts and Blankets draped over furring channels as described in Item 3. Two layers of gypsum board attached to furring channels as described in Item 7. b. Cold Rolled Channels -1-1/2 in. by 1/2 in., formed from No. 16 ga. gals steel, positioned vertically and parallel to trusses, friction -fitted into the channel caddy oche Steel Framing Members (item 613d). Adjoining lengths of cold rolled channels lapped min. 6 in_ and wire -tied together with two double strand 18 SWG gals steel wire ties, one at each end of overlap. c. Blocking - Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 6 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the truss (Item 2) at the top and bottom of the blocking at each Steel Framing Member (Item 613d) location.: d. Steel Framing Members* - Hangers spaced 48 in. OC. max along truss, and secured to the Blocking (item 613c) on alternating trusses with a single 5116 in. by 2 in. hex head lag bolt or four ##61-1/4 in. drywall screws through mounting hole(s) on the hanger bracket. The two 114 in. long steel teeth on the hanger are embedded in the side of the blocking. Hanger positioned on blocking and leveling bolt height adjusted such that fuming channels are flush with bottom of trusses before gypsum board installation. Spring gauge of hanger chosen per manufacturerl's instructions. KINETICS NOISE CONTROL INC - Type ICW. 7. Gypsum Board* -Cine layer of nom 518 in. thick by 48 in_ wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. long Type S bugle - head screws. Screws spaced a max of 12 in. OC along butted end- joints and in the field when no insulation (item 3 or 3A) is fitted in the concealed spaced, or a max of 8 in. OC along butted' end joints and in the field when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane. When Steel Framing Members* (item 6A) are used, sheets installed with long dimension perpendicular to furring channels and side joints of sheet located beneath trusses. Gypsum board screws are driven through channel spaced 12 in. OC in the field when no insulation (item 3 or 3A) is fitted in the concealed space, or 8 in. OC in the field when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the fuming channel/gypsum board ceiling membrane_ Gypsum board butt joints shall be staggered min. 2 ft. within the assembly, and occur between the main furring channels. At the gypsum board butt joints, each end of the gypsum board shall be supported by a single length of furring channel equal to the width of the wallboard plus 6 in. on each end. The furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to the trusses with one clip at each end of the channel. Screw spacing along the butt joint to attach the gypsum board to the furring channels shall be 8 in. OC. Second (outer) layer of gypsum board required when furring channels (item 6A, a) are spaced 24 in. OC and insulation is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. fluter layer of gypsum board attached to the furring channels using 1-5/8 in. long Type S bugle -head screws spaced 8 in_ OC at buffed joints and 12 in. OC in the field. Butted end joints of outer layer to be offset a minimum of 8 in. from base layer end joints. Butted side joints of outer layer to be offset minimum 18 in_ from butted side joints of base layer. When Steel Framing Members (Item 613) are used, two layers of nom 518 in. thick, 4 ft wide gypsum board are installed with long dimensions perpendicular to furring channels (item 66a). Base layer attached to the fuming channels using 1 in. long Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints centered on the continuous fuming channels. Buffed base layer end joints to be offset a min of 16 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle head steel screws spaced 8 in. OC at butted end joints and 12 in. OC in the field. Butted end joints centered on the continuous furring channels and offset a min of 16 in. from butted end joints of base layer_ Butted side joints of outer layer to be offset min 16 in. from butted side joints of base layer. CANADIAN GYPSUM COMPANY -Types C, IP -X2, IPC -AR. UNITED STATES GYPSUM CO -Types C, IP -X2, IPC -AR. USG MEXICO S A DE C V - Types C, IP -X2, IPC -AR. 8. Finishing System - (Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads, paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. Alternate Ceiling Membrane - Not Shown. 9. Netting - Fibrous, woven netting material fastened to underside of each joist with staples, with side joints overlapped. *Bearing the UL Classification Mark n N Li IV 0 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 PS _ 5 .o .o .o .o .o 15.0► I- ❑ 4 14 14 MATCHLINE 12' \� 4" GONG. SLAB REI NF. Al #4 ®12 "oc E.W. MID -DEPTH ATOP 4" &RANULAR FILL ATOP 20" LOW VOLUME CHAN&E MATERIAL PER 15 SOILS REPORT T/SLAB EL. PER ARCH--,,,., n 15.01 (00) QS .O _ 226'-(" 5A PROVIDE I' -4"x2' -0"x28" Dp MASS CONC. '15.01 &RADE BEAM PILASTER @ BALCONY POSTS. i5.01 ti I�0 PROVIDE (2 0#4• VERT. 4 #4 DWLS T4B Rs 0 i5.0( SIM. LF — TYPI A v /a x5i/a PSL a ' - bxb TIMBER POST YV _ COL. t^U SIMPSON 3.0Fi' �P• =1 �•� I __ 15A _ - SIMPSON GBSQbb- - z� �- _ _ s CBbb BASE CONN. _ 8 _ 14 = I BASE CONN. 15.01 - m — — -- + --- —h— — i= = 15.0 _ I YV � _ � 15,0► ��� - - - -- _ - =_ 6x6 -W2 gxYV2� WWF ATOS' ' - i # _ NOTES 4" FREE DRAININ6 VAPORBARRIER PER GENERAL L K I3A N 15.0 J 1 GI F FOUNDATION PLAN- E C L:3 AL 1 u u u 3A 3A i5.01 15.01 11'-109/4" AREA G2 / mm 5A 15.01 Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531,4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f J Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f I: ADDED SLAB ON &RADE SAW .JOINTS. _ - :�[ t fila • n } c4, F LEGEND FOUNDATION PLAN NOTES: - Q O• • • • • • FOOTIN6 MARK - SEE SCHEDULE ON SHEET 10.01 ISSUED FOR: 3�,�."";�' ��'�' i►�''��.---��SH1T 10.0) Permit Set 28 June 2013 O • • • • • • • COLUMN MARK — SEE SCHEDULE ON SHEET 10.01 4 REFER TO FOOTING SCHEDULE ON SHEET 10.01 100% Construction Documents 11 July 2013 5. REFER TO 5 E ARWALLL SCHEDULE ON SHEET 10.01 E Addendum #1 23 September 2013 ❑ • • • • • • • HOL.DOWN - SEE SCHEDULE ON SHEET 10.01 6. TOP OF FOOTING ELEVATION= qW-O" U.N.O. 11 C Drawn By Checked By Foundation Plan B Area - C2 71004 A 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 13 14 1 15 1 16 1 17 18 19 1 20 1 21 22 1 23 1 24 Project Number: 2013.037 © Copyright 2013 g g 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 FOLNVATION Q�h&HQ=_ LEGE I REFER To &BCRAL NOTES ON SHEAT 1o.ol O.. • • • • • FOOTING MARK - SEE SCHEDULE ON SHEET 'TO.Oi 2. �5T16,01 POST-TENSION 8.03. DF516N ON 3. REFER TO COLUMN SCHEDULE ON SHEET 10-01 CAST STONE ....... COLUMN MARK - SEE SCI•EDULE ON SHEET 10.01 4. REFER TO FOOTING LE ON SHEET 10.41 5. REFER TO 5HEARWA -L %HEDULE ON SHIN 10.01 R GAP PER ARCH6. TOP OF FOOTIN& ELEVATION= �4' 0" U.N.O. R 1-1 ....... HOLIPOWN - SEE SCHEDULE ON SHEET 10.01 VENTER PER Q ARCH Q m I6"x6"xt3" CMU PILASTER �$ REINF. W/ #5 VERT. EACH CELL ' . P A > A 23"AS" PILASTER 15.01 iREINF. W/ (6) #6 VERT. x_ 491 COW. 5LA5 REINF. IV #.4 012"" EA I 4 (2) #3 TIES 06"oc, (V) MID -DEPTH ATOP 4" GRANULAR FILL ATOP s0" LOW. VOLUME 0HAN6E MATERIAL PER SOILS REPORT T/SLAB EL, PER ARCH = GRADE PER N I5 cv CIVIL I N 0 15.01 -0 ® i Qs— .. i I II \ 226 -fad X EX]. / /\/ SA PROVIDE I `-4"x2'-0"x23" DP MA65 GONG,�t-- \\ \\ .0 \ \ 15.01 AM PILASTER b 13ALWW POSTS, z \ \/ D PROVIDE k2 -#4 VERT. 4 #4 V14..5 T45 R$rffq M 2^4'r or i I I �'\ I \ \\ �\ �\L V-O"x3'-O"xl2"Dp. FOOTING REINF. W/ (4) #5 EJN., BOTTOM ' L SECT ION ri-� e/4" = I'-0" 11.05 FOUNDATION PLAN- MEMORY GARDEN K • fib" = I -0" NO'R't1•t K J 2 J 1Lo5 1Lo5 — GUT BLOCK Q AS REOV 8" CMU BOND BEAM m I m VENEER PPR REiNFCONT. W/ (2) #4 - . •,� . GOVT. L — J ARCH H CUT '-0° 5'-Ia/8' 3'-0" A5 REQ'D H BLOCK--,, REINF W/ #4032"06 3 m VERT IN &ROUTED CELLS 8" CMU REINF W/ #40I6"oc 12" CMU BOND BEAM VERT IN 6ROUTED CELLSa REINF. W/ (?� '1.N- ENTRY MONUMENT 51 GN _ r=, CONT. T4B OF 12" wAu. FOUNPATION= G I �° " OWLS ®12�oc V x5' -O" Q #4x6 -0 OWLS @12 �oc G 2 CMU REINF N (2) 1 #4®32"or, VERT IN / 6ROUTED CELLS PAVEMENT SLAB PR CAST STONE "; " PER CIVIL b" CMU REINF. W/ PLAN GAP PER ARCH VENEER Ply ;.;; (2) #4 DONT. (H) 4 ARCH A (1) #4X2'-b"L.g. ®32"Oc p • ° YENEi-R PER d REIN MU 5OW AM ' 's:; " \ = F #4 @10"" DWL5 TO MATCH CMU WALL OWLS TO MATCH CMU WALL (I) #4 CONT. \/\/\ E W., E.F. ARCH VERT. REINF. SI7.P 4 5PG6 CONT. T46 OF WALL VERT. REINF. SIZE 4 Sf'G6 MID -DEPTH \//\//\/ \\/\\/\\/\ kv •� F cv GRADE PER \ \ \ \ \ CIVIL\ \ \ \ OWLS al2�or, \ u \ \ DWL5 ®12�oc =. _ 51AB PER (2) #5 DONT. „ I e \ \ 6RAVE PER PLAN T4B \\ \\\ \\� I -0 \�\\�\� /\ n 11.05 // CIVIL —\ = j\ \ /\ \ \\ \ , // < ` SLAB PER. .fl\//\ //\//� // E \//\\//\ PLAN o E (I) #4 GOVT. \ g / (1) #4 CONT.\/\\/\\/� EACH FAGS / \ MID -DEPTH 11-05 , o o �/ i\\i/\\i/\/ \\/ice (2) #5 CONT. \/\\/\\/\\ \\/\\\ \ T45, EA. FACE \/ (2) #5 GOVT. (3) #5 CONT. T48 i4 D REFER TO SITE PLAN 3 SECTION 5 44" - 1'-0" 11.05 D FOR LOCATION OF ENCLOSUREI 0 CIVIL 11-05X SECTION i\,\/\/7 , �4• = I'-0" 11-05 \\!�\\�,\\��\\�\\�\/\/�.�\�� SGT) ON 4 C o C — 5ECTIO — /%#46" GONG. 5L.A8 REINF W/- 44 0121oc EA MID -DEPTH ATOP ,f 4" &RANULAR FILL ATOP 20" LOW VOLUME CHANE MATERIAL PER 5011-5 REPORT B .. 3 11.05 RATOR ENCL05URE,AFOUNDATION PLAN- R S�IG N 4" z 11 -Oft 13 14 15 16 17 18 19 20 21 22 23 24 Al4 5 6 7 g g 10 11 12 1 2 3 ;armel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture l Interior Design t Condon Management 817 Wyandotte _ Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight -COM Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816,531 Al 44 p 1816.531.8572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913,362.1800 p 1913.362.2609 f �a497dlFrp.' ®0���iE D oo � 7 M...ati"a,-• \ \\ \\ SECTION 5 44" - 1'-0" 11.05 D FOR LOCATION OF ENCLOSUREI 0 CIVIL 11-05X SECTION i\,\/\/7 , �4• = I'-0" 11-05 \\!�\\�,\\��\\�\\�\/\/�.�\�� SGT) ON 4 C o C — 5ECTIO — /%#46" GONG. 5L.A8 REINF W/- 44 0121oc EA MID -DEPTH ATOP ,f 4" &RANULAR FILL ATOP 20" LOW VOLUME CHANE MATERIAL PER 5011-5 REPORT B .. 3 11.05 RATOR ENCL05URE,AFOUNDATION PLAN- R S�IG N 4" z 11 -Oft 13 14 15 16 17 18 19 20 21 22 23 24 Al4 5 6 7 g g 10 11 12 1 2 3 ;armel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture l Interior Design t Condon Management 817 Wyandotte _ Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight -COM Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816,531 Al 44 p 1816.531.8572 f Mechanical I Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913,362.1800 p 1913.362.2609 f �a497dlFrp.' ®0���iE D oo � 7 M...ati"a,-• ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Drawn By - Checked By Foundation Plan Sitework 71.05 Project Number, 2013,037 Q Copyright 2013 9 9 A N A L K i i E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 18 1 19 1 20 21 22 23 1 24 2x6 STUDS slb"oG 5/8" APA RATED SHEATHING 2xb GOVT. (1iZEATED) W1 WV2'0 A219. (INCL. 2" HK) FINISH PER ARCH ABe ®32 oc #4 CONT. T45 OF CURB T/CURB EL � m PER PLAN 0 m SLAB PER PLAN > o EXTERIOR 5I T/5LA8 EL PER CIVIL VARIES �4 4" I *'tw/" #4 STIRRUPS ? 0 24" oc 4" FREE DRAINING _ GRANULAR MATERIAL #4 x5'-019. N X24"� � � #4x3'-0' DWL5 I\-#4 1-y ®12"oc (�� MID -DEPTH I 501E CAPABLE OF SAFELY � SUSTAINING BEARING PRESSIJRE) 'NIT. PER GENERAL NOTE 105 ON 10I' -b"1 I,TOP4 SEGTI OI I I" RECE55 0 GARAGE DOOR SLAB PER PLAN EXTERIOR 51TEWORK ��,AB E.= PER GME 4 r- #4 STIRRUPS ®24"oc 4" FREE DRAINING 6RANULAR MATERIAL #4 xb'-0"Lg. 024"oc Al2"oc ' (2) 04 CONT. MID -DEPTH SOIL CAPABLE OF SAFELY (3) #5 CONT. 5U5TAINING BEARING PRESSURE PER GYRAL NOTE 105 ON 10.01 I'-6" TOP 4 BOTT. S�GTI O� 2 �" = I'-0" 11. 06 2x4 STUDS 016"oc 2x4 CONT. (TREATED) W/ 5/8 APA RATED SHEATHING W/ 1/2"0 x12" (INCL. 2" HK) Abs ®32"oG� � CONT. 748 OF CURB �i T/GURB ELp9 PER PLAN � PER PLAN >b T/`SLAB E- VARIES - 1a�e i 1 4" FREE DRAINING #4 STIRRUP5 t GRANULAR MATERIAL ® 24 oc I ®4 x5' -O"4. � oc 2-6 #4x3'-0" DWL5 " (2) #4 CONT. 612 oc MID -DEPTH SOIL CAPABLE OF SAFELY (3) #5 CONT. STGENERAL AIN NOTES 105 ON "70.01 I' -b" TOP 4 BOTT. SECTIO� 3 LEGEND O • • • • • • • FOOTING MARK - SEE SCHEDULE ON SHEET 10.01 ....... COLUMN MARK - SEE SGFEDUL.E ON SHEET ?0.01 El ....... HOEDOWN - 5):E SGHEDl3LE ON SHAT 10.01 . INDICATES SPAN DIRECTION OF DECK, ' i I � I � I FOUNDATION PLAN NOT -M- I. RISER TO GENERAL NOTE5 ON SHMET '10.01 2. REFER TO P05T-TMION 5L.A8 DE516N ON '18.01 THRO1,16H 78-03. 3. REFER TO COLUMN SGI•EDUL.E ON SHEET"10.01 4. REFER TO FOOTING SCHEDULE ON SHEET 10.01 5. o SHEARyj4LL SCHEMU ON SHEET 6. T� TFOO IT NG ELEVATI '-O" U 10-01 R � I�L�N rIOTt i° i'O NOTES ON SHEET 10.01 LE T 10.01 2. 10 VwHEMON 3. ROOF M16N LIVE LOAD- 20 sP SEE 10.01 FOR i DIITEI�IA. 4. REFER TO Q 5. REFER TO SECTION 1/76.01 FOR TYPICAL HEADER 6, TO SECTION 2/76-01 FOR TYPICAL SHEARWALL FLOOR TO FLO0R HOLD4WN• 1 .. CONTRACTOR TO � INATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AAD DIMEN51ONS SHALL BE COORDINATED WITH ARGHITEGT>-, MECHANICAL, ELECTRICAL AND PLUMBING DOECUMEN�. 8, POSITION FLIOOR� IS IROOF WALLSTAN�ES TOO F AYO D C r NGS 1YPISCAL � ALL LOCATIONS INDICATE ALL OPENI Q. ALL EXP05ED WOOi I MING TO SHALL BE i1, ROOF SLOPE 15 5/12 UNLE55 NOTED OTHERWISE. i 1. T BEARING ELEVATION =10 2b A.F.F. � G UNL.E55 NOTED OTHERWISE. P N 2x6 STUD5 @16"oc i I 5/8' APA RATED SHEATHINr I I i 24 CONT. (TREATED) W/ MVO xl2"Lg. (INCL. 2" HK) FINISH PER ARCH ABs e32"oc SIMPSON STRi0NOTIE #4 DONT. T413 OF CURB HOLD-DOWN PIER SCHEDULE T/URS EL PER PLAN SLAB PER PLAN EXTERIOR 51TEWORK T/SLAB EL - PER CIVIL VARIES an s//t „ 4 r- #4 5TIRRUPS a 24"oc 4' FRE DRAINING GRANULAR MATERIAL #4 x5'-O"L.g. 024'tioc 24 #4x3'-0'L.g VMS ®12"oc, (2) #4 CONT. MID -DEPTH SOIL CAPASLE OF SAFELY a*TAININ6 BEARIN6 PRESSURE (3) #5 CONT. PER SENA. NOTE 108 ON 10.01 I -6 TOP 4 BOTT. SECTION 4 I "4" : 1-0" 71 A6 D WOOD PRE-B&INEERED AOOV-\rZVTR= ®24"oG 3 ROOF TRUSSES 024"oc 51M. 11.01 1 T/GRADE SEAM 3 2x 41 2x62x 3 2x 3 2x 2xb 11.06 EE.= -1'-0" TYPICAL SIN 2 _ T/CURB EL - _ 2 '17.01 3 I I II I I I I I I I( I 11.01 SIM. a EXTERIOR I IWALLS 5" CoNC. SSB� VAPOR REINF. I I I I I I 3 PRE-EN61P�ED ROOF TRU55E@24"oc I Sim. W/ #4 ®I2"oc EN.D-DEPTH 1106 RIDGE I 11.06 I I I BARRIER PER NOTES 4" I I FRIG DRAINING VEL. FILL ATOP I I I I LOPE I m fib" GDX PLYWOOD ( I PRE-)'N61N�RED k REPORT INEERE �L PER I I I CIVIL DW65 I I 1106 I I � I I PRE-EN61N D I WOOD ROOF � X24"oG D >=GGKIN6� WOOD ROOF Z�yy� ®24"oc I I I I I I I I +0'-4" TYPICAL SING I I I I I, A L1 S I I T/, L' EL.= I I I 71.06 2 12 3 2xl 3 2x12 2x12 3 2x12 3 xl2 � � L- L. � � -0,-I" � � - � � _ ® El ® ® 11 3 2 T,SLAB EL. a GARAGE 11.01 17.01 11.Ob DOOR REGES5 PER CIVIL DW65 PRE-ENGINEERED WOOD PRE-ENGINEERED W000 ALL OTHER T/SL.AB ELEVATIONS ROOF TRUSSES @24"oc ROOF TRUSSES ®24'0c 5HOM ARE IN REFERENCE TO T/SLAB AT THI5 LOCATION FOUNDATION PLAN- 6ARA E ROOF FRAMIN6 PLAN- GARAGE 16" C 1'-0" (` " = 11-011 'O 'V .. 12 13 14 15 Iasi II IIS I 1z I'F IJ 111 Al IVj iv �v Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Consbuc ion Management 817 Wyandotte Kansas cty, MO 64105 ' 816 4218200 phone 816 421 1262 fax design with insight.com I Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f FQ ® °PE0t° - 0 u 0 Yell, ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E N r% Drawn B Checked By Foundation Plan B Garages 71 m06 A Project Number: 2013.037 ©Copyright 2013 I 1 9 1 1U 1 11 1 12 1 13 1 14 1 15 1 115 1 17 II COMPOSITE II II '16.01 DECKING TYP. '7bAl � ' '16.01 6 x10 Z 6'x10" TIMBER ®BALCONIES TIMBER 6"x10" TIMBER 6"x10' 6"x10" 6"x10" 3 6"x10" TIMBER 3 6"x10" TIMBER 3 b"x10" TIMBER '16.01 TIMBER �� 'i6 D1 TIMBER 16.01 TILER (3) 2x10 _ (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x 2 (5) (3) 2XIO (3) 2x10 (3) 2x10 (3) 2x x (3) 2XIO (3) 2x10 (3) 2x10 (3) 2x1 (5) x 3) 2x10 3 2x10 o H5 SW -1 H5 5W-1 9!5W -I T (3) 2 X q q RE- ON 11-1. q '76.01 FORST� JAMB '16.01 REQUIREtNTS N i! 0 HEAVtRSj AI 311 k 4 I' 18" TJI 360 0Voc ' �l I I" 6YP'SUM TOPPINGkzr��t�ll �OVER 4" T#6 SHEAIA4 GYPSUM TOPPIN4' SOUND MAT LiiAI 44 T46 SHEA'T'HING I � I Li u INDICATED PER ARL,t PA65) i m � m I u L. TJG EL.=110'-8ka" t RE: SECTION 1/16.01 l 5A f 1 !! 5 I p I FOR 5TUD JANE 1 '16.01i I I� 16.01 I I (3) 2x1 — — ❑ ° L i - 'v ----.J L— 2x1 �— IS" TJI 360 016'oc. j� (3) 2x1 (3) 2 _ (3) 2x1 �,. (3) 2x1 2x12 016"oc u 3 "xl lri --PSL 1611, TJI O fl all or, n +� ' - I N 2x1 _ 4 >AI16" TJI 360 ®16"oc a12",oc „x5��„ n R d -- ,W'XIIV4" L P II T6.0 Re I TGA '76.01 cm i IS" Til 3 3) 8 (3) 2x1 Y (3) 2x1 (3) 2x8 @I(Vloc. ®16noel (3) 2x10 (3) 2x1 L -_ _ -- J (3) 2x1 (3) 2x1 0 uC 2x8 016"oc 2x8 016'0c LU 3 13 '76.01 '76.0 6"x10" TIMBER b'XIO" TIMBER SIMPSON PGbb P05T G I! i I FI r ®L.. I (3) 2xl _ _ — (3) 2 (3) (3) (3) (3) � 5 I m '76AI � M ' IS" TJI 3bO 016"oc — IQ IRE: MECH DW6S T m Cl I FOR MEGH DUCT j6_02 OPN65 SECOND FLOOR FRAM I N6 PLAN- AREA A2 / M.M - SII 7r I~ MEN q 0 ® 5W -I H5 i 2XIO (3) 2x10 3) 2x 3 (3) 2x10 (3) 2x10 2xb 616"OL', 6"x10" 6"xIO' TIMBER 6"x10" TIMBER TIMBER 2x8 6I6"oc 6"x10" 6'x10" O TIMBER II TIMBER n 6"x10" TIMBER '76.01 m MATO 4LINE "BI" II 1m 51MP50N PC66 P05T CA' 6"x10" TIMBM 2xb ®I6"oc s _ Ah 01A 18 19 [U I cc I to �� LEGEND SEC.(2ND FLOM FRAMING ELM NOT%: I. REFER TO GENERA.. NOTES ON SHAT '10.01 INDICATES SPAN DIRECTION OF DECK. 2. REFER TO SHEARYVALL SCHEDULE ON SHEET TORI 3. FLOOR DESIGN LIVE LOAD= 40 pet ❑ ...... HOL.DOWN - SEE SCHEDULE ON SHEET'70.01 = 60 psf (CORRIDORS) = 60 pet (STAIRS) 3 --IOD p9f (COMMONS AREAS) R S "10.01 FOR ROOF TRW DESIGN CRITERIA. 4, REFER TO NAILING SCHEDULE ON SHEET T0.01 5. REFER TO 5-EGTI0N 1%16,01 FOR TYPICAL HEADER DETAIL. 6. REFER TO SECTION 2116.01 FOR TYPICAL 5HEARWALL FLOOR TO FLDOR HOL.DOWN. '7. C-ONTRACTOR TO COORDINATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL Q BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRIOAL AND PLUMBING DOEWMENTS. 8. POSITION FLOOR XIOTS AND ROOF TRUSSES TO AVOID CONFLICT WITH FLUMBIN& WA1°5 AND CHASES, TYPICAL ® ALL LOCATIONS INDICATE ALL OPENIN66 ON TRUSS SHOP DRAWIN65. q,ALL EXPOSED WOOD FRAMING TO SHALL BE �Tw; O 40 N m a Fi— -- rCIO x I m 16" TJI 360 o l b"oc T I Ll O x CI ECONIP FLOOR FRAM IN& PLAN- AREA A INOM �- P) I ') I A 1 7 1 a I 0 I 111 1 11 1 4') 1 4.) 1 1A 1i; 1 10, 1 47 1 40 1 4n 7n 71 1 77 I 7,) I ')A 1\I IL MM —1J MR sc MH �V -C ML Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Sheet, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight. conn Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f Mechanical I Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee 1 Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f ®0aaaea�a�ra��rr�d 14% c PEI 3 a ; P � a �0.��• IANC'` AL a,®�D907v,,..1A W, ISSUED FOR: Permit Set 28 June 2013 100°x6 Construction Documents 11 July 2013 Drawn B Checked By Second Floor Framing Plan Area - A Project Number: 2013.037 (D Copyright 2013 4 n am 7� 01 Am 311111111111111111 31 41111111111111111 '.I 9 1u 1 11 12 13 14 15 16 17 - 6"x10" TIMBER I '76.01 n - I �� as _* m 7b.01 X IK 5 !DRi 14 jK 76AI _ `� II "16.01 � 6"x10` V X sr (3) 2x6 (5) 2xa o � o _ V f K rU i � --r -7LU n *51 '16a X � �y m 3 --� — — MATCHL.I "52" ° ?7.0 _ _ 51M.F IV ITI — 5EGOND FIXOR FRAIMN6 PLAN- AREA 5 1�-0` INORiH �— 6"xlo" TIMBER X O LU L— — b"xi0" — O TIMBER N m Ib � 76AI 0 m ROOF TRIJ55E5 024"Oc ROOF TR %E5 ®2411Oc 18 119 1 20 121 1 22 1 Z3 I .EG�ND 5EWW FLOOR FRAMINb PLAN NOT3 IZ Mn IH MR Mo 1C IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee 1 Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ®®000 •. d ®� P 10 39 e m a ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Drawn B Checked By Second Floor Framing Plan Area - B 72002 Project Number. 2013.037 Q Copyright 2013 1 d g R 7 R 4 irl 1 11 17 1Q 1d 1ti 1rz 17 in 40 on 74 n') nn nA IZ Mn IH MR Mo 1C IB Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight. com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p 1317.843.0546 f Food Service Consultant Santee 1 Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f ®®000 •. d ®� P 10 39 e m a ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Drawn B Checked By Second Floor Framing Plan Area - B 72002 Project Number. 2013.037 Q Copyright 2013 A 41 PIA e I 3 1 4 1 5 1 6 1 7 8 9 1U 11 12 1 13 14 15 16 1 17 18 19 2U LL 1 1-0 1 illi LEGEND 5EC:OND FLOOR FRAMING PLAN NC I 1 X6.01 - - 3 6 H2 3 H2 2 H2 2 10 5W-3 ii.02 16 3 — MATGHLINE "132" 7702 1 51M, 16.01 I - O O v N 4" _o Q 3 O m O J XZ — /�\ a- O c Q— O®fw3 'n X z x LU w m m i \* kn - x 22 = ��=CJ 5 s cy m 76.01 w 76.01•► 14 14 m Q3 3A 3A 13A 3A w > O x (3) 2xl (3) 2x10 (3) x (3) 2x10 (3) 2x10 (3) 2x10 (3) 2x10 - (3) 2x10 '� ___(3) 2x10 (3) 2x10 (3) 2x10 --(3) 2x10 - _ O z w i6.01 '16.02 16.01 3 2x10 3 2x10 i , O z Q - u' - - - - - - _ - r - g - --- �J.- - - = ---- - -_ - - (3) 2 (3) 2x10 - --1-) _ 5/ xl8 PSL - w I - -_ - - - F --- X5 ®b"oG - ❑ ❑ - -- OIOil TJI 3 _ (3J 2x10 ® n v ®I6"oG 2x8 ®I6'oG - o z_ =x ° 3"xll%4, P5L = i i i x \� v � � I � I 3 IIS LSL � 4 _ 3/ "x IQ - _ --- -- zI Il ILLU I 18" TI 360 �Ib" oia G ©. ---�- --- 6-Q 14 o m" IS" TJI 360 X16"oG J x PSL P05T 2x12 � r 16.01 16.01 L5L- 2x12 - In - - -- O - I "16.01 -- -- PSL I 3r "xll� � 3 xll/' I 5 I I I 5 E m Q 18' TJI 3 /4 P5L _ 76.02 -_ _ - - - X6.0 � 1 X 14 I � -, t�lb oG 2x12 MI6"oG - 2x12 `n' — — — — — — n cv I cY cr n � cv i = _ _ _ _ _ i i ❑ ❑ XI _ 5L 5/ xg/ P5L WIbx26 / g/' P i i !3) 2x10 _ (3) 2x10 -(3) 2xIQ� _ ❑ 3 2 0 -- a 4 - 54 x 4' SL- -_- ❑ 3) 2X10 3) 2X1 (3) 2x10 ! ) 5/ xll/ PSL 5W-3 - 5W-3 (3) 2XIQ Ski 5W-3 5A -3A-5 33 5W-3 51"1 5W-3 -- 15" TJI 360 2x8 MI6"oc 2x8 ®I6"oG 2x8 @I6'oc. O O X �N m —ry 5L SW -3 - -5%4"x14" P5L_ 5%4"x14" PSL W14x26 -___ (3) 2x10 --_ (3) 2�c1 (3) 2x10 -_ (3) 2x10 5W-3 (3) 2x10-- 5W-3 - (3) 2x10_-- --__F_ 5W-3 (3) 2x10 - - �- L_ _ �3) 2x10 5W-3 13)x10 3) 2x10 5W-3 (3) 2x10 ❑ ❑ ❑ - 5B -- I � III FY i6.01 - "(6.01 m I S TJI 360 @161 - IT i - 1 - — 7 L - 6.0 G -- -- 3/4YP5UM TOPPING OVERI m L - i T46 5HEATHING (3/4' -- - - GYPSUM TOPPING OVER - -- - - 16.0 I I- �4` SOUND MAT OVER 3/4.. Td6 SHEATHING WHERE INDICATED PER AR - - __ _ - _ - OVER 34" TS6P5HEATHIN6 CH DiliT/G EL.=110' 83/4" II (3/4' GYPSUM TOPPING OVER © O 18" TJI 560 @16"o C14i" SOUND MAT OVER cv m m I 3/4" T46 5HEATHIN(5 WHERE j � 3/8 GDX INDICATED PER ARCH DWGS) I ', _ (3) 2x10 `n PLYWOOD `n T/G EL.=110'-83/4" 3) 2x10 (3) 2x1 DEGKI G > — -__ � (3) 2x12 _ (3) 2x12 --_ ---- _ (3) 2x10 - _-- (3)_2xIG (3) 2 O ❑ II (3) 2x10 (3) 2W (3) 2x10 (3) 2X1 (3) 2x10 `�' �I (3) 2x1® (3) 2x10 (3) 2x10 ' (3) 2x10 S%x16 PL 1 3 2 18 3 2x10 - - - -- x LU 2X8 bG X m _ 3A PRE-ENGINEERED WOOD L 3A ROOF TRU55E5 @24"oG01 i- 6"x10" TIMBER 6"x10" TIMBER ~ 11.01 i x ry x 51MP50N PG66 POST GAP II 1 � - GIRD TRU J .OI i L 5/4"xgi P L - S 14 PRE-EN(5INEERED WOOD '1'102 ROOF TRU55E5 @24"oc SECOND FLOOR FRAMING PLAN- AREA VSR H 4" = I' -O" NORTH a A G R 7 1 S2 Q 1n 11 17 1Q 1d R 17 1A 10 on 5d Zr'V' I R M19 IL I.1 m 1i �C MC �L M_ Carmel Senior Living SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado B0230 Gastinger Walker Harden + BeeTri plett Buck Architecture I Interior Design I Construction Management 817 Wyandotte Kansas City, MO 64105 816 4218200 phone 816 421 1262 fax design with insight.com Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p / 913.492.2437 f Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p / 913.362.2609 f T s 040%)f 01 ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 Addendum #1 23 September 2013 Q CCD #1 10 December 2013 Drawn B Checked By Second Floor Framing Plan Area - C1 Project Number: 2013.037 © Copyright 2013 0 1 i2 13 r4 i5 16 r7 i8 l9 110 111 112 113 114 115 116 X17 118 Z M L 15 i H F9 E A C AL 1 (5) L= SECOND FLOOR` r- 1611=11-ou 2 3 4 RAMINC-7 PLAN- AREA G2 5 ■ 7 E:1 V 10 O 11 12 fib" CDX PLYWOOD DECKING, --\ (3) 2xi0 (3) 13 14 15 1 17 19 20 1 21 1 22 1 23 1 24 Carmel Senior Living am ,I (3) 2x10 (3) 2x10 LEGEND K. ........ INDICATES SPAN DIRECTION OF DEr ❑ ....... HOLDOWN - SEE 5CHEDULE ON SHEET -10.01 18 19 20 21 — 317.846.6611 p / 317.843.0546 f I I Food Service Consultant I— Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 I Mission, Kansas 66202 1 913.362.1800 p 1913.362.2609 If II (3) 2x10 (3) 2x10 II H .. P4 111� SRF o a P 3 .cs Si a •� AL �AM FLOOR FRAMING ELM -NOTES: 1. REFER TO GENERAL NOTES ON SHEET 10.01 2. REFER TO SHEARWAILL SCHEDULE ON SF T 10.01 S. FLOOR VMISN LIVE LOAD= 40 psf ISSUED FOR: 80 pe f (CORRIDORS) Permit Set 28 June 2013 = 60 Pis? (STAIRS) 100% Construction Documents 11 July 2013 =100 ppsf (COMMONS AREAS) E SEE "1001 FOR ROOF TRU95 DES16N CRITERIA. 4. REFER TO NAILING SC.HBXLE ON 5HEET '1'0.01 5. REE TO SECTION 1/76.01 FOR TYPICAL HEADER DETAIL. 6. REI E TO SECTION 2176.01 FOR TYPICAL SHEARWALL FLOOR TO FLOOR HOLDOWN. 1. CONTRACTOR TO COORDINATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL D ISE COORDINATED WITH ARCHITWnRAL, MECHANICAL, ELECTRICAL AND M."IN6 DOMMENT5. 8. POSITION FLOOR JOISTS AND ROOF TRiSSE5 TO AVOID CONFLICT WITH PLUMBING, WALLS AND CHMSI=S, TYPICAL a ALL LOCATIONS INDICATE ALL OPENINGS ON TRU55 SHOP DR.AWIN65. Q. ALL EXPOSED WOOD FRAMING TO SHALL BE TREATED. A Drawn By Checked By Second Floor Framing B Plan Area - C2 72M04 A 22 1 23 1 24 Project Number: 2013.037 Q Copyright 2013 SW quadrant of 136th Street and Illinois Street Carmel, Indiana 46032 Q Spectrum Retirement Communities, LLC 200 Spruce Street, #200 Denver, Colorado 80230 P Gastinger Walker Harden + BeeTriplett Buck Architecture 1 Interior Design I Construction Managernent N 3) 2x10 ) 2x10 817 Wyandotte Kansas City, MO 64105 1 v 816 4218200 phone - 816 421 1262 fax design with insight.com � 41 M '16.01 — Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview 1i . Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f L Mechanical I Electrical t Plumbing Engineer ;14" PSL i Pearson Kent McKinely Raaf Engineers, LLC 5Y't-3 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f r14" PSL SW -3 K Civil Engineer Weihe Engineers 10505 N. College Avenue Indiana He IN 46280 — 317.846.6611 p / 317.843.0546 f I I Food Service Consultant I— Santee I Becker Associates, LLC 6700 Squibb Road, Suite 101 I Mission, Kansas 66202 1 913.362.1800 p 1913.362.2609 If II (3) 2x10 (3) 2x10 II H .. P4 111� SRF o a P 3 .cs Si a •� AL �AM FLOOR FRAMING ELM -NOTES: 1. REFER TO GENERAL NOTES ON SHEET 10.01 2. REFER TO SHEARWAILL SCHEDULE ON SF T 10.01 S. FLOOR VMISN LIVE LOAD= 40 psf ISSUED FOR: 80 pe f (CORRIDORS) Permit Set 28 June 2013 = 60 Pis? (STAIRS) 100% Construction Documents 11 July 2013 =100 ppsf (COMMONS AREAS) E SEE "1001 FOR ROOF TRU95 DES16N CRITERIA. 4. REFER TO NAILING SC.HBXLE ON 5HEET '1'0.01 5. REE TO SECTION 1/76.01 FOR TYPICAL HEADER DETAIL. 6. REI E TO SECTION 2176.01 FOR TYPICAL SHEARWALL FLOOR TO FLOOR HOLDOWN. 1. CONTRACTOR TO COORDINATE ROOF SLOPES, FLOOR OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL D ISE COORDINATED WITH ARCHITWnRAL, MECHANICAL, ELECTRICAL AND M."IN6 DOMMENT5. 8. POSITION FLOOR JOISTS AND ROOF TRiSSE5 TO AVOID CONFLICT WITH PLUMBING, WALLS AND CHMSI=S, TYPICAL a ALL LOCATIONS INDICATE ALL OPENINGS ON TRU55 SHOP DR.AWIN65. Q. ALL EXPOSED WOOD FRAMING TO SHALL BE TREATED. A Drawn By Checked By Second Floor Framing B Plan Area - C2 72M04 A 22 1 23 1 24 Project Number: 2013.037 Q Copyright 2013 1 12 13 14 0 0 F& N M L K J H G F E IC C 0 AL 1 15 COMPOSITE- 17Ele-110 6 TYP 6 17 18 19 110 111 112 113 114 115 116 117 THIRD FLOOR FRAMING PLAN - AREA A2 � SIMP50N PC66 P05T CAP - 6"x10" TIAAAL� _ O 11 MATCHLINE"BB" C14 C4 m L—U m " b xl0 I —1 I (— —1 I TIMBER THIRDFLOOR FRAMING PLAN - AREA Al � E '011 9 11-011 NOM 2 3 4 5 6 7 1 8 9 10 11 12 13 14 _JL __ D —JLI IT IL —I (3)12x1 15 tI: 17 18 119 120 121 LEGEND INDICATES SPAN DIRECTION OF DECK. ❑ ....... HOLDOWN - SEE SCHEDULE ON SWEET '10.01 (W2x10 I ,, --T5) 2x10 18 19 0 X n m 20 1 22 1 23 1 24 THIRD FLOOR MAHN& " N0115! I. FM ER TO GENERAL NOTES ON 51,07 10.01 2. REFER TO SHEARIMALL 504MULE ON 5HEET TO.01 3. FLOOR DE516N LIVE LOAD= 40 Psf = 60 pof (CORRIDORS) = 80 pef (STAIRS) =100 psf (COMMONS AREAS) R 5M10,01 FOR ROOF TRU95 DESIGN CRITERIA. 4. REFER TO NAILING, H RULE ON SHMT 70.01 5. Rei TO SECTION I/'76.Oi FOR TYPICAL. HEADER DETAIL. SW quadrant of 136th Street and Illinois b. REFER TO SECTION 2116.01 FOR TYPICAL SHEARWALL FLOOR TO FLOOR HOLDOWN. Street 1. CONTRACTOR To COORDINATE ROOF SLOPES, FLOOR Carmel, Indiana 46032 OR ROOP OPININ6 LOCATIONS AND DIMENSIONS SHALL Q BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBIN& DOECUMENTS. 6. POSITION FLOOR J015TS AND ROOF TRUSSES TO Spectrum Retirement Communities, LLC AVOID CONFLICT WITH PLUMBING WALLS AND CHASES, TYPICAL ® ALL LOCATIONS INDICATE ALL OPENiN&S 200 Spruce Street, #200 ON T1r W SHOP DRAWIN65. Denver, Colorado 80,230 P Gastinger Walker Harden + BeeTriplett Buck Architecture I Interior Design I Construction Management N 817 Wyandotte ;^ Kansas City, MO 64105 r 816 4218200 phone .3° 816 421 1262 fax design with insight.com Carmel Senior Living Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p 1816.531.8572 f L Mechanical I Electrical 1 Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 913.492.2400 p 1913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant — Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 Mission, Kansas 66202 913.362.1800 p 1913.362.2609 f W NOT FOR CONSTRUCTION G (FOR REFERENCE ONLY) r � r r s _: ! F ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E 0 C Drawn By Checked By Third Floor Framing B Plan Area - A 73001 A 21 1 22 1 23 1 24 Project Number. 2013.037 Q Copyright 2013 1 12 13 -- 14 15 16 17 18 19 110 111 112 113 114 115 w n xi(.11 I I.L❑ , TIMBER f I R 'I II MATGHLINE_'B" 3 - - 16.01 Q m � Q O - x 14 P JS 0 I 3%"x14" P5L W8xB5 16,01 X I, Iq =3 I 16.01 'i x t 5L o O 16.0' U-1 -� 8x10 ALIGNED W/ -1 - H4 5W-2 - H4 10 = m Q JAMB OF OPNG -- - - _ --- M X 16.01 Q p ABOVE PROVIDE d - -- - w m 51MP50N m SIM. J w W v 5TRON6-TIE - ,n Lw O Z HW810 HANGER @ ?� ' - - - - EAST END Q 6 L o I8 16.01 :fl - a NO I � ` Q t- ry N 13 Ld LU Q 13 L K - 1�oI amu_ IU - mLn-- -- - 2HI � I co - X j 11 `� T S m ' - i 16.01 O ,n 1q IfX J 16.01 m LU 5 `N O > m _ z O w to 16.01 _ O < Z w v zWUL>ZQ 3 x O Q Q Q 16.01 Q0) LLJ Qry H m ry �~•�w D v X CV = ii P [e] 3 Ln 6"x10" TIME, �� ....... INDICATES SPAN DIRECTION OF DECK. 2. REFER TO 5HEARWALL 5GHEDULE ON 5HEET 10.01 TIMBER cv - X CY \ =X 3N O =100 psf (COMMON5 AREA5) _N N TIMBER - - x DETAIL. 6. REFER TO 5EGTION 2116.01 FOR TYPICAL 5HEARWALL SW quadrant of 136th Street and Illinois X O II 1, CONTRACTOR TO COORDINATE ROOF 5LOPE5, FLOOR Carmel, Indiana 46032 OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL m BE OOORPINATED WITH ARCHITECTURAL, MECHANICAL, - ELECTRICAL AND PLUMBIN6 DOECUMEN75. Lr) I Spectrum Retirement Communities, LLC AVOID CONFLICT WITH PLUMBING WALLS AND CHA5E5, TYPICAL @ ALL LOCATIONS INDICATE ALL OPENINC75 6"x10" ON TRU55 SHOP DRAWINGS. Denver, Colorado 80230 v jJ W H #8 VERTICAL EACH CELL 1 80x16° BY r xis" CMU PILASTER REINF. LJ 0 3 -I n x 6"x10" TIME, �� ....... INDICATES SPAN DIRECTION OF DECK. 2. REFER TO 5HEARWALL 5GHEDULE ON 5HEET 10.01 TIMBER cv - X CY \ =X 3N O =100 psf (COMMON5 AREA5) R 5EE 10.0; FOR ROOT= TRlJ55 DE516N CRITERIA. 1 TIMBER 4. REFER TO NA4-IN6 5GHEDULE ON 5HEE7 10.01 5. REFER TO 5ECTION 1/116:01 FOR "YPIGAL HEADER DETAIL. 6. REFER TO 5EGTION 2116.01 FOR TYPICAL 5HEARWALL SW quadrant of 136th Street and Illinois X O II 1, CONTRACTOR TO COORDINATE ROOF 5LOPE5, FLOOR Carmel, Indiana 46032 OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL x 16.01 BE OOORPINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBIN6 DOECUMEN75. LU Spectrum Retirement Communities, LLC AVOID CONFLICT WITH PLUMBING WALLS AND CHA5E5, TYPICAL @ ALL LOCATIONS INDICATE ALL OPENINC75 6"x10" ON TRU55 SHOP DRAWINGS. Denver, Colorado 80230 v jJ W H #8 VERTICAL EACH CELL 1 80x16° BY r xis" CMU PILASTER REINF. LJ 0 WITH #6 VI RTICAL EACH 6ELL q N - INDICATED TED PER ARCH DWG5) NDICA I6 II m 16.01 Q - 16.01 16.01 - p X N 15 0 6"x10" N TIMBER m \ 1 U_ l =I LOAD BEARING 3 � Q O tY _-_: =i' 16,01 J ►L 15 5s WALL ABOVE O x (Y m cr 3 - - m 16.01 X m ' X cN m - N j lL OIL 2 _3 5W- 2x10H2 �r - _ ' m E L- THIRD FLOOR FRAMING PLAN- AREA B� AN 4" = 1'-0" NORTH NORTH 0 C 0 AL 1 6s 16 1 17 1 18 1 19 1 20 21 1 22 1 23 24 6"x10" Carmel Senior Living �� ....... INDICATES SPAN DIRECTION OF DECK. 2. REFER TO 5HEARWALL 5GHEDULE ON 5HEET 10.01 TIMBER cv - X CY \ W CID O =100 psf (COMMON5 AREA5) R 5EE 10.0; FOR ROOT= TRlJ55 DE516N CRITERIA. 1 5 4. REFER TO NA4-IN6 5GHEDULE ON 5HEE7 10.01 5. REFER TO 5ECTION 1/116:01 FOR "YPIGAL HEADER DETAIL. 6. REFER TO 5EGTION 2116.01 FOR TYPICAL 5HEARWALL SW quadrant of 136th Street and Illinois X O II 1, CONTRACTOR TO COORDINATE ROOF 5LOPE5, FLOOR Carmel, Indiana 46032 OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL x 16.01 BE OOORPINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBIN6 DOECUMEN75. 8. P051TION FLOOR J015T5 AND ROOF TRU55E5 TO Spectrum Retirement Communities, LLC AVOID CONFLICT WITH PLUMBING WALLS AND CHA5E5, TYPICAL @ ALL LOCATIONS INDICATE ALL OPENINC75 6"x10" ON TRU55 SHOP DRAWINGS. Denver, Colorado 80230 TIMBER jJ W H #8 VERTICAL EACH CELL 1 80x16° BY r xis" CMU PILASTER REINF. LJ P WITH #6 VI RTICAL EACH 6ELL H2 - INDICATED TED PER ARCH DWG5) NDICA I6 _- 16.01 - --T - .k 121'-4 6s 16 1 17 1 18 1 19 1 20 21 1 22 1 23 24 LEGEND THIRD FLOOR FRAMING PLAN NOTES: 1. REFER TO GENERAL NOTES ON SHEET 10.01 Carmel Senior Living �� ....... INDICATES SPAN DIRECTION OF DECK. 2. REFER TO 5HEARWALL 5GHEDULE ON 5HEET 10.01 40 3. FLOOR DESIGN LIVE ❑ LOAD= 80 psf (CORRIDORS) \ ....... HOLDOWN - 5EE 5GHEDULE ON SHEET 10.01 = 80 psf (00 RID 57 =100 psf (COMMON5 AREA5) R 5EE 10.0; FOR ROOT= TRlJ55 DE516N CRITERIA. 1 5 4. REFER TO NA4-IN6 5GHEDULE ON 5HEE7 10.01 5. REFER TO 5ECTION 1/116:01 FOR "YPIGAL HEADER DETAIL. 6. REFER TO 5EGTION 2116.01 FOR TYPICAL 5HEARWALL SW quadrant of 136th Street and Illinois FLOOR TO FLOOR HOLDOWN. Street 1, CONTRACTOR TO COORDINATE ROOF 5LOPE5, FLOOR Carmel, Indiana 46032 OR ROOF OPENING LOCATIONS AND DIMENSIONS SHALL Q BE OOORPINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBIN6 DOECUMEN75. 8. P051TION FLOOR J015T5 AND ROOF TRU55E5 TO Spectrum Retirement Communities, LLC AVOID CONFLICT WITH PLUMBING WALLS AND CHA5E5, TYPICAL @ ALL LOCATIONS INDICATE ALL OPENINC75 200 Spruce Street, #200 ON TRU55 SHOP DRAWINGS. Denver, Colorado 80230 8"x24° BY 8"x24" GMU FILA57ER REINF. jJ W H #8 VERTICAL EACH CELL 1 80x16° BY r xis" CMU PILASTER REINF. LJ P WITH #6 VI RTICAL EACH 6ELL Gastinger Walker Harden + BeeTri plett Buck Architecture t Interior Design t Construction Management N 817 Wyandotte 15 Kansas City, MO 64105 " 816 421 8200 phone 816 421 1262 fax design with insight.com M Structural Engineer Bob D. Campbell & Company, Inc. 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical I Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 Overland Park, Kansas 66214 _ 913.492.2400 p / 913.492.2437 f -- -- 22x10 --- H2 K Civil Engineer H2 I6�1 O li 3, 16 Weihe Engineers N 16.01 N'I -- i6 01 x 10505 N. College Avenue m - Indianapolis, IN 46280 317.846.6611 p/ 317.843.0546 f O x cy LU w�U O N O x s 5 Food Service Consultant mN ry 5 16.01 _-- Santee /Becker Associates, LLC z= Q y z 4 m m 16.01 m 6700 Squibb Road, Suite 101 o O UL J)= _ _ x Mission, Kansas 66202 CL O OQQ�tt �I J): Q - - 913,362.1800 p 1913.362.2609 f O ~~ w 14' ail �n w N-- ISA 16.01 cNl �W�O vw 5 16. I ?6.02 - - - -->_= o� 16.01 - H -�, - -- - - -------------- C4 x8 @16"0 -i J � 3 xlliPSL til 13 CL J J J J - - " u 16.01 I /� x114 LSL x 12 - � x x G - X � 16.01 2x12 @16"oG - 3x18" 5 / m - P L - � O' 16.01 _ = X11/a" PSL O I - c0 J 3/ x18 PSL � - - 2 - - - F N - x12 2x12 @I 2 I(3) 2x8 -_ 5!/4"x14" P5L 5W-3 ) 2x - a (2) 2x8 @16"P6 - �� r = = O = -_ ISSUED FOR: W X LOAD BEARING �y cv c i Permit Set 28 June 2013 `n -- m mWALL ABOVE 100% Construction Documents 11 July 2013 (3) 2x8 (3) 2x8 _ -- -E Addendum #1 23 September 2013 O 2x8 T5T2x8 - - - Q CCD #1 10 December 2013 THIRD FLOOR FRAMING PLAN- AREA G I �Im TM �" = I' -O" NORTH NOR 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 24 Drawn B Checked By Third Floor Framing Plan Area - B ■ Project Number: 2013.037 Q Copyright 2013 I" GYP5UM'TOPPING \ 5 OVER 5,4" t&G 5HEATHIN6 - PRE -ENGINEER D WO 16.01 (3/4" 6YP5UM TOPPING OVER RE- GINEERED WOOD ROOF TRU55E5 24"o �4" 5OUND-FIAT OVER - OOF RU55E5 @24"oG _ I', 34" TBEATHING WHERE - - - INDICATED TED PER ARCH DWG5) NDICA _- O - --T - .k 121'-4 - p 15 I3/4"x18" LVL @I6"oG 11.02 LOAD BEARING 15 WALL ABOVE - - FT€R5-@24�� I- -- - - THIRD FLOOR FRAMING PLAN- AREA G I �Im TM �" = I' -O" NORTH NOR 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 24 Drawn B Checked By Third Floor Framing Plan Area - B ■ Project Number: 2013.037 Q Copyright 2013 1 2 PRE-ENGINEERED WOOD ROOF TRU55E5 @24"oc R 9 1� N L PRE-ENGINEERED WOOD ROOF TRU55E5 @24"oc :9 J on �I z Q12 G Q F E -- l III_. 3 6"xl0" TIMBER 5 1 6 1 7 1 8 1 9 X 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 X 19 1 20 1 21 1 22 1 23 24 LOIN ROOF FRAM I NG PLAN- AREA G2�� H PLAN C PP AL 1 I LOIN ROOF FRAMING PLAN- AREA C1 � 4 NORTH 2 3 4 5 6 7 8 lr7 10 12 13 14 15 16 17 18 19 20 Carmel Senior Living 2x r 21 22 PRE-ENGINEERED WOOD ROOF TRU55E5 @24"oc 23 24 H F lST f PE10403f 76 E 4A 1_9 E� ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 SW quadrant of 136th Street and Illinois 10 December 2013 Street z 12 Carmel, Indiana 46032 �j 77.01 q -- -- _ - Spectrum Retirement Communities, LLC 200 Spruce Street, #200 - Denver, Colorado 80230 ! P 3 2x8 (5j 2x8 - - _- - 5yi- - - -- - 1 5W-3 Gastinger Walker Harden + BeeTriplett Buck I Architecture I Interior Design t Construction Management - -- 2x8 2x8 5W-5 N 817 Wyandotte Kansas City, MO 64105 ' 816 421 8200 phone 816 421 1262 fax design with insight.com - - EN61NEEREO �7p Ropr- Tf;W5 E-, 0:24 -rte M Structural Engineer Bob D. Campbell & Company, Inc. QO 4338 Belleview Kansas City, Missouri 64111 816.531.4144 p / 816.531.8572 f L Mechanical / Electrical / Plumbing Engineer X x x Pearson Kent McKinely Raaf Engineers, LLC 8801 Ballentine, Suite 200 - — Overland Park, Kansas 66214 t 01 913.492.2400 p 1913.492.2437 f K Civil Engineer Weihe Engineers 10505 N. College Avenue Indianapolis, IN 46280 317.846.6611 p / 317.843.0546 f Food Service Consultant Santee / Becker Associates, LLC 6700 Squibb Road, Suite 101 GIRDER TRU55 Mission, Kansas 66202 TO BEAR ON PRE-ENGINEERED WOOD 913.362.1800 p / 913.362.2609 f (3) 2x 5TUD5 � ...,,.. ,.. ;� RODF TRU55E5 ®24 oc 21 22 PRE-ENGINEERED WOOD ROOF TRU55E5 @24"oc 23 24 H F lST f PE10403f 76 E 4A 1_9 E� ISSUED FOR: Permit Set 28 June 2013 100% Construction Documents 11 July 2013 E Addendum #1 23 September 2013 CCD #1 10 December 2013 C Drawn B Checked By Low Roof Framing Plan B Area - C 74001 A Project Number: 2013.037 Q Copyright 2013