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Home My WebLink About13060097 Building Plans■ ■ � er Develo ment Com an LLC Pedcor C�t Cent , p p y y GENERAL NOTES SEE SHEETA001 and Floor Plan sheets forARCHITECTURAL GENERAL NOTES SEE SHEET S101 for STRUCTURAL GENERAL NOTES SEE SHEET M001 for MECHANICAL GENERAL NOTES SEE SHEET P001 for PLUMBING GENERAL NOTES Total Apartments: 31 Per 2Q10 ADA Standards, 2% of the units shall have communication features complying with 809.5. 1 * Based on the most restrictive requirements of the 2010 ADA Standards, Fair Housing Act, 2006 IBC with Indiana Amendments and American National Standard A117.1, 2003. The term "Type" and letter designation are referring to the Hmerican National Standard A117.1, 2003 and IBC designations of Accessible Units. Type B units are requ�red by the Fair Housing Act throughout unless an unit is assigned to be a Type A unit per 201C ADA Standards, 2006 IBC with Indiana Amendments and the American National Standard AS17.1, 2003. ��'t ��" � � ' � � � � C��kIE o':� �: :� ,�; �:� ian es op q onseparatea.pia, uate pri VICINITY MAP ' .....:. -, :�� .�� .,.. a � � z__ SITE / ,�.�`�� . . ,.::......._ ..._._ eiu� �� : c�U�c�=� ; a �luk� :. < t f� ,,, : - ,.. ....... .... ... .... .::,,..... :�� .- �� :�SEaklaeun �-,Iri��an�p�lis Iiflie�ia�ial Cvieirapclit�n �E Gardens ' �trp�rt s.. � �, „ APPLICABLE CODES ALL CODES REFERENCED ARE TO BE USED AS AMENDED BY THE STATE OF INDIANA AND LOCAL JURISDICTION. Reference sheet G102 for additional information. PROJECT SUMMARY: The purpose of this report a to documen: ;he Fire Prote:t�c� Prog�am for the NASH Building (D) of Phase 2 at the Carme! City Center and the � ire protecc or -eouirements of the 2008 Indiana Building Code. The project consisu of a new ztruaure o` 3 s�ories and an endosed basement parking level, induding resldential, and retail space -he �acility will be fully sprinklered with 30 feet of yard space on 3 sidez. The majer occ„aancies o'the building will be dassitied as R-2, A-2, A-3, M, B and S-2. Building'D' w�l! be one ho❑� rated combustible construction, dassified as Type V-A construction The sea��a*. or oeiween the tirst floor and parking below will be one hour based on Incidental Uses (Sec 106 2 and 5�8.2j, Mixed Occupancies (Sec 5083) and requlred Fioor Construction f`ab e 501) Current Applicable Codes: Governing Building Codes ., Indiana Building Code-2008 (20061ntemational Building Code 8 Siate 4mendments) .: indiana Fire Code-2008 (2006International Fire Code & State Amendments) o Indiana Electrical Code-2009 (2008 NFPA 70 Na[iona! Electrlcal Code & State Amendments) . Indiana Mechanical Code-2008 (20081nterna[ional Mechan��ai Code & State Amerdmen[s) � Indiana Plumbing Code-1999 (1997 Uniform Plumbing Code & S;aie Amendments) c Indiana Fuel Gas Code-2008 (IFGC 2006) _ Indiana Ac�essibllity Code-2008 (Chapter 11 of the'�ndlana B��a�np Code��2008) o Indiana Energy Conservation Code (IECC! - 2010 (Cnergv �[and::�d for 6ulldings Except Luw- Rlse Residen[ial Bulldings, I-P Edi[lon, ANSI/ASHRAE 40.'_. 2uu! Edrtlnn) �_ Eleva[or Safety Code-2011 (ANSi/ASME AP-1, 20C1 S�t:;[= =-�_°��,�Iments) CURREN75TANDAROS ._. NFPA 10 - L002 Portable Fire Exting:.lshers � NFPA 13 - 1999 Installatlon of Sprinkler Sys[ems _ NFPA ?3R - 1999 Sprinkler Sys[ems in Residen[Ial Occua_:rc�e� _ip to Four Stories in Height � NFPA 14 - 2000 Edition, Ins[allatlon of Standplpes � NFPA 72 - 2002 Nationnl Fire Alarm Code O7HER LAWS AND REGULATIONS .� 6eneral Administra[ive Rules i675 iAC t21 � Amerlcans wlth DlsabiGties Act (Federai Law'� J�ly 26. ° Z � 2010ADA5[andardsforAccess161eDeslgnlDecemher �_ _�.�. , Fair Housing Act (Tltle VIII of Clvil Rlgh[s Act of :988) � A117.1 Accesslble and Usable Buildings aad F3z�llues, 200; Occupancy Classifications: Group R, Division 2; Group A, Uivisions 2 and s; Group B; 6�o:.p M; Gro�e S. .; a•,ion 2 Construction Type: Building: Type VA Actual Height: Actual Building height above grade: 44' !to average 7e�.ght of Roof) Acwal Height in stories above grade: 3 SITE MAP ��?v��T11.T.1Y� ��z, , F�:��,� �� '* F ..;dr7 ' �i��ti � .... 4Yt�� s S 1 .CttY• .,�i1i 15 S .,. _ °.- �� ,�F ' d Flic <,; : ^il4 t t i �i�EYl f.?7?;; %k :� ' '� �_ 2L'. -,._,.. ......' `",,:, " .+';� .:;.. � �.:. �... ' .. Rc�Cti r.� :�' �A.,. ..,:,:.. :� * = - ��zi ��:. w � �� W�r� �:�,, vF ��. _.. . �. , � � :.,r n ; - �. _ _ ,. „_ �,; - � �, - � .::�:,$t :�.: ..:..; t .:t �. w �>. : � SITE : � ik� �: .. :; -. � �,�} <,�,�� '� � ... ;;3 r> j� ) �' . . .... =-f: ; :: .: .�;�:.:: �s . . � � � � � � ,:: �a r?i:r P ._ � .. .-, � _... . ..... . � �– � ��,�, f . �� '�� , � ^p '��.y�-�� , ..... ��. a � �- .— �� r. . r.:� :� f; ::� _ ,,: � � , ! ;�� . � - — , #t� � ; . -�— � ;.. ,;� � � , ,; :�c: � F :., a ..,� ; �z�»,�:� t _ . . isn � '��or��> _ O_u�� Rand S�°,�:y S�.�;a:^� O �L�� Nr�.�TE: � ��` PROJECT DATA A. P. N.: *** SITE APN *** ZONING: C-1 SITE AREA: 68,659 SF (Construction Limit Line (02/15/2012) BLDG USE: MIXED USE OCC. GROUP: R-2, S-2, A-2 & 3, B-2, M CONST. TYPE: TYPE V-A CLIMATE ZONE: 5a BLDG. CODE: IBC 2006, Indiana Amendments 2008 FIRE SPRINKLERS: NFPA 13 and 13R LEGAL DESC'N: SEE DEDICATED SHEET SITE COVERAGE: 68,659 SF BUILDING COVERAGE: 17,835 SF Building Data: Floor Area parking: �.7,a6o.00 first: 17,835.20 Second: 17,746.15 third: 1�,�46.15 Parking: Provided, open: on-site: 39 / covered: 42 / open: on-street: 11 FINISH FLOOR (FIRST} =;PS = 838.75' SCOPE OF WORK A MIX-USE BUILDING CONSISTING OF RETAIL LEASE SPACES (VANILLA BOX) ON THE FIRST FLOOR, COMPLETED RESIDENTIALAPARTMENTS ON THE FIRST THROUGH THE THIRD FLOORS AND A PARKING LEVEL BELOW GRADE. THE PARKING LEVEL WILL BE A STEEL AND CONCRETE STRUCTURE, SEPARATED FROM THE FIRST FLOOR BYA PRE-CAST CONCRETE PLANK SYSTEM. THE FIRST FLOOR WILL MOSTLY LOADING BEARING WOOD FRAME WITH SOME STEEL SECONDARY SUPPORT FOR FLOORS AND WIDE SPANNED WALL OPENINGS. THE SECOND AND THIRD FLOORS ARE WOOD FRAMED AS WELL. THE ROOF IS A WOOD TRUSS SYSTEM. SITE WORK CONSISTS OF UTILITES, FINISH GRADING, FLATWORK, LANDSCAPING, MASONRY SITE WALLS, RETAINING WALLS AND PARKING RAMP. THE BOUNDARY OF TOTALSITE SCOPE IS LIMITED TO THE WESTAND SOUTH AREAS. THE NORTH AND EAST AREAS WILL HAVE VERY LIMITED WORK, AS THE FLATWORKAND LANDSCAPE WILL OCCUR IN A FUTURE BID SET. PROJECT TEAM ARCHITECT: James R. Stutzman, AIA Principal Architect 355 City Center Dr. Carmel, IN 46032 317.705.7979 317.705.7980 Contact: James A. Walls, AIA , CSI Project Architect STRUCTURAL ENGINEER: Steve Osborn, P. E., S. E. CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317.324.6024 Off 317.818.1911 fax Contact: Atallah Sayegh, P.E. SOILS & GEOTECHNICAL ENGINEER: Salim M. Ilmudeen, P.E. Patriot Engineering and Environmental, Inc. 6330 East 75th Street, Suite 216 Indianapolis, Indiana 46250 317.576.8058 Off 317.576.1965 Fax SURVEYOR: Donald R. Mosson, LS Central States Consulting, LLC 23-B North Green Street Brownsburg, Indiana 46112 317.858.8662 Off 317.858.8672 Fax MECMANI�C�,1�8�PblJ�MBING ENGINEER: —auu , . . Moore Engineering Services, Inc. 6340 Lapas Trail Indianapolis, IN 46268-2511 317.291.1052 Off 317.298.2729 Fax Contact: John Bennett (Mechanical) Kurt Zigler (Plumbing) ELECTRICAL ENGINEER: David R. Gooderum, PE Dooderum and Associates 874 Cheltenham Way Avon, IN 46123 317.506.8151 Off 317.745.5761 Fax Contact: David R. Gooderum FIRE PROTECTION: Rob Reid Dalmatian Fire, Inc. 5670 West 73rd Street Indianapolis, Indiana 46278 317.299.3889 ext.127 Off 317.299.4078 Fax CIVIL ENGINEER AND LANDSCAPE ARCHITECT: American Structurepoint, Inc. 7260 Shadeland Station Indianapolis, IN 46256 317.547.5580 Off 317.543.0270 Fax Contact: Robert R. Olson SHEET INDEX GENERAL G101 TITLE SHEET / GENERAL INFO G102 GENERAL LIFE SAFETY G103 LIFE SAFETY PLAN G104 STRUCTURAL FIRE RATING PLANS G105 LIFE SAFETY SECTIONS SURVEY AND TOPOLOGICAL 1 of 2 PARCEL 5 SURVEY 2 of 2 PARCEL 5 SURVEY M001 M 100 M101 M 102 M103 M 104 M105 M 106 M107 M108 M 109 M200 MECHANICAL DATA HVAC LAYOUT PARKING LEVEL HVAC LAYOUT FIRST FLOOR HVAC LAYOUT SECOND FLOOR HVAC LAYOUTTHIRD FLOOR HVAC LAYOUT ATTIC HVAC LAYOUT ROOF HVAC UNITS HVAC UNITS DETAILS DETAILS RAMP HYDRONICS LAYOUT CIVIL DRAWINGS PLUMBING DRAWINGS C100 DEMOLITION, EROSION & WATER QUALITY PLAN P001 GAqAGE SANITARY LAYOUT C200 SITE LAYOUT PLAN P100 SANITARY UNDERSLAB STORM LAYOUT C300 GRADING & STORM DRAINAGE PLAN P101 SANITARY LAYOUT GARAGE & FIRST FLOOR C400 LANDSCAPE PLANTING PLAN P102 SANITARY LAYOUT SECOND & THIRD FLOOR C500 SITE UTILITY PLAN P103 SANITARYATTIC & ROOF FLOOR C600 SITE DETAILS P104 SANITARY ISOMETRICS C601 SITE DETAILS P200 DOMWATER & GAS GARAGE & FIRST FLOOR C602 CITY OF CARMEL STANDARD DETAILS P201 DOMWATER UNITS P202 DOMWATER UNITS STRUCTURAL DRAWINGS S101 GENERAL STRUCTURAL NOTES S201 FOUNDATION PLAN S202 FIRST FLOOR FRAMING PLAN S2021 TOPPING SLAB INSULATION PLAN S202J TOPPING SLAB JOINT PLAN S202L PRECAST LOADING DIAGRAM S203 SECOND FLOOR FRAMING PLAN S204 THIRD FLOOR FRAMING PLAN S205 ROOF FRAMING PLAN S301 TYPICAL STRUCTURAL DETAILS - CONCRETE S302 FOUNDATION SECTIONS & DETAILS S401 TYPICAL STRUCTURAL DETAILS - MASONRY S501 TYPICAL STRUCTURAL DETAILS - STEEL S601 TYPICAL STRUCTURAL DETAILS - WOOD S602 TYPICAL STRUCTURAL DETAILS - WOOD S603 TYPICAL STRUCTURAL DETAILS - WOOD S604 FRAMING SECTIONS & DETAILS ARCHITECTURAL DRAWINGS A001 ARCHITECTURAL GENERAL NOTES and LEGENDS A002 WALL TYPES and LEGENDS A003 FIREPROOFING DETAILS A90 ARCHITECTURAL SITE PLAN A91 RAMP PLAN AND SECTIONS A92 SITE WALLS AND GATE A95 DIMENSIONED FOUNDATION PLAN A100 PARKING LEVEL PLAN A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN A104 ATTIC FLOOR PLAN A105 ROOF PLAN A106A.1 FIRST FLOOR SLAB PLAN A106A.2 FIRST FLOOR ENLARGED CMU PLAN A106A.3 FIRSI� FLOOR ENLARGED PLANS A106B.1 FIRST FLOOR SLAB PLAN A106B.2 FIRST FLOOR ENLARGED CMU PLAN A106B.3 FIRST FLOOR ENLARGED PLANS A107A SECOND FLOOR ENLARGED PLANS A107B SECOND FLOOR ENLARGED PLANS A108A THIRD FLOOR ENLARGED PLANS A108B THIRD FLOOR ENLARGED PLANS A109 PLAN DETAILS A110 PLAN DETAILS A111 PARKING LEVEL RCP/LIGHTING PLAN A112 FIRST FLOOR RCP/LIGHTING PLAN A113 SECOND FLOOR RCP/LIGHTING PLAN A114 THIRD FLOOR RCP/LIGHTING PLAN A115 ATTIC FLOOR RCP/LIGHTING PLAN A120 ARCHITECTURAL UNIT PLANS A121 RRCHITECTURAL UNIT PLANS A122 ARCHITECTURAL UNIT PLANS A123 ARCHITECTURAL UNIT PLANS A124 ARCHITECTURAL UNIT PLANS A125 ARCHITECTURAL UNIT PLANS A126 ARCHITECTURAL UNIT PLANS A127 ARCHITECTURAL UNIT PLANS A201 BUILDING ELEVATIONS A202 ENLARGED BUILDING ELEVATIONS A203 ENLARGED BUILDING ELEVATIONS A204 ENLARGED BUILDING ELEVATIONS A205 ENLARGED BUILDING ELEVATIONS A206 ENLARGED BUILDING ELEVATIONS A207 ENLARGED BUILDING ELEVATIONS A301 BUILDING SECTIONS (CONT) A302 WALL SECTIONS A303 WALL SECTIONS (CONT) A304 WALL SECTIONS (CONT) A305 WALL SECTIONS (CONT) A306 WALL SECTIONS (CONT) A307 WALL SECTIONS (CONT) A308 WALL SECTIONS (CONT) A309 WALL SECTIONS (CONT) A310 WALL SECTIONS (CONT) A311 WALL SECTIONS (CONT) A401 WEST STAIR PLANS & SECTIONS A402 NORTH STAIR PLANS & SECTIONS A403 ELEVATORAND ENVAC CORE PLANS A404 ELEVATORAND ENVAC SECTIONS A405 ENLARGED PLAN, ELEVS., AND DETAILS A415 INTERIOR CORE ELEVATIONS A420 APARTMENT ENLARGED PLANS & SCHEDULES A421 INTERIOR ELEVATIONS A501 TYPICAL DETAILS A502 TYPICAL DETAILS (CONT) A503 ARCHITECTURAL DETAILS A504 ARCHITECTURAL DETAILS (CONT) A505 ARCHITECTURAL DETAILS (CONT) A506 INTERIOR DETAILS A507 INTERIOR DETAILS A510 PROFILE DIMENSIONS A511 WINDOW TRIM DETAILS A512 RAILING DETAILS A513 EXT. COLUMN DETAILS A520 ARCHITECTURAL APARTMENT DETAILS A521 HDCP DETAILS A522 DOOR & ROOM FINISH SCHED. & ELEVS. A601 DOOR SCHEDULE AND DETAILS A602 DOOR DETAILS A603 STOREFRONT & WINDOW ELEVATIONS A604 STOREFRONTAND WINDOW DETAILS ELECTRICAL DRAWINGS E001 SPECIFICATIONSAND SYMBOLS E010 PARKING LEVEL POWER & LIGHTING FLOOR PLAN E100 FIRST FLOOR POWER & LIGHTING FLOOR PLAN E200 SECOND FLOOR POWER & LIGHTING FLOOR PLA� E300 THIRD FLOOR POWER & LIGHTING FLOOR PLAN E? ATTIC ELECTRICAL FLOOR PLAN E400 ROOF ELECTRICAL FLOOR PLAN E500 UNITS A, A1, A2 AND A3 FLOOR PLANS E501 UNITS B, C, DAND E FLOOR PLANS E600 SCHEDULES FA010 PARKING LEVEL FIRE ALARM FA100 FIRST FLOOR LEVEL FIRE ALARM FA200 SECOND FLOOR FIREALARM FA300 THIRD FLOOR POWER FIRE ALARM FIRE PROTECTION DRAWINGS 1 of 4 PARKING PLAN 2 of 4 FIRST FLOOR PLAN 3 of 4 SECOND FLOOR PLAN 4 of 4 THIRD FLOOR PLAN �� '��fi`� �� o� � �' �� ` � � G t � � • � � � J ' �' P ( / ��l°C'y��J,�`' �a�,�O�y �l'9�yT �``� �� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\ \ \ \ \ \ \ \ \� � ,R , � 5 � T + v ,; , ,2 � � � / / // . ;� ��sTFRFO -p2 % e- -� - � 00033126 - � ST.ATE OF � � �NDI AN �` �: . //�''��i.. '9Rr� n-rC `l�"f��r. � � � KEY PL�N BLDG D SCALE NTS Developer: P � D C � R �� t�'i%��'i/'� � DEVELC�PNtENT C�. Project: � � � �� NO LL � N � � � U � .� 0 � � � � � -�—+ � � Z .� ■� � � — U ,_ � - .� � — � i Q� � (� � �U v / � O � � � � COPYRI�H7 & OWNERSHIP CF DOCL'MENTS - r�.s � ^�� ti� SrKv�, � �a r __ „r 4 � �pP_ �.E R� �.Y?, r' �r,�R L ti �. J;RO�� tiFCR .:'_�N`A.N ��r._�EtiiSC�ONFiC��'-�4. -,^iD.,- c-i-..�,61;T101� . _ ''S�2T . IStJ';" �t, �ONS � `A�. , iB'��, h, �,',v Li- < C M1l; .N L, � �.�,.� -�_t...N_a�!lf' rT -`�`G.,4 `T-aER _RJ-.��2 - _ ,.t '__ ��Rtia � �� U��h T�-F o a�� . NPL' ,� _.rtEJ NJRK . . hLi.F'G ��T �Ar." - :��_ '�EO�, -, cesi ��u �RC ;� � :� � �Aat o2 wH F� •-�? _�ESC '�,l^%ir�GS R _�'��S'., r '��Dih R.��'-'�� ..� �CR'.-..: v5 JF T;-iE PE .0 T"�'.r 3 �IfvG C4 B ��= MA` s� � �� o'�� n eo coPiE ex �P �eo ��oroc�n � o � ..�ODiF �� OR ��h,� �'I.,t ��STR.BUTEL �r�, q� tiq 1v T�-�� '" �PcC C ANG PR!�7R NR TE.^1 C(JN ''v � '.1RC'�.-=C _ n �TJT�r P'� A, ID PE�C �R �F_S:G� �RJ.: �C. O� OPVR�.G .. _ JAMES R StUT�MAN. AIA C� e'� indiana Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: TITLE SHEET / GENERALINFO SHEET 9 Sheet Number: � 1 OF 139 PROJECT SUMMARY: The purpose of this report is to document the Fire Protection Program for the NASH Building (D) of Phase 2 at the Carmel City Center and the fire protection requirements of the 2008 Indiana Building Code. The project consists of a new structure of 3 stories and an enclosed basement parking level, including residential, and retail space. The facility will be fully sprinklered with 30 feet of yard space on 3 sides. The major occupancies of the building will be classified as R-2, A-2, A-3, M, B and S-2. Building `D' will be one hour rated combustible construction, classified as Type V-A construction. The separation between the first floor and parking below will be one hour based on Incidental Uses (Sec. 406.2 and 508.2), Mixed Occupancies (Sec. 508.3) and required Floor Construction (Table 601). Current Applicable Codes: Governing Building Codes o Indiana Buitding Code-2008 (2006 International Building Code & State Amendments) o Indiana Fire Code-2008 (2006 International Fire Code & State Amendments) o Indiana Electrical Code-2009 (2008 NFPA 70 National Electrical Code & State Amendments) o Indiana Mechanical Code-2008 (2008 International Mechanical Code & State Amendments) o Indiana P�umbing Code-1999 (1997 Uniform Plumbing Code & State Amendments) o Indiana Fuel Gas Code-2008 (IFGC 2006) o Indiana Accessibility Code-2008 (Chapter 11 of the Indiana Building Code-2008) - Buildin s Exce t Low- ndard for Ener Sta P ode IECC 2010 g o Indiana Energy Conservation C ( ) ( gY Rise Residential Buildings, I-P Edition, ANSI/ASHRAE 90.1, 2007 Edition) o Elevator Safety Code-2011 (AN51/ASME A17.1, 2007 & State Amendments) CURRENTSTANDARDS o NFPA 10 - 2002 Portable Fire Extinguishers o NFPA 13 - 1999 Installation of Sprinkler Systems o NFPA 13R - 1999 Sprinkler Systems in Residential Occupancies Up to Four Stories in Height o NfPA 14 - 2000 Edition, Installation of Standpipes o NFPA 72 - 2002 National Fire Alarm Code OTHER LAWS AND REGULATIONS o General Administrative Rules (675 IAC 12) o Americans with Disabilities Act (Federal Law) luly 26, 1992 0 2010 ADA Standards for Accessible Design (December 15, 2010) o Fair Housing Act (Title VIII of Civil Rights Act of 1988) o A117.1 Accessible and Usable Buildings and Facilities, 2003 Occupancy Classifications: Group R, Division 2; Group A, Divisions 2 and 3; Group B; Group M; Group S, Division 2 Construction Type: Building: Type VA Actual Height: Actual Building height above grade: 44' (to average height of Roof) Actual Height in stories above grade: 3 Actual Area: Actual area per floor: 17,835.20 sf maximum Total Actual Area of Building above grade: 53,327.50 sf Total Actual Area of Building including basement (Garage): 68,727 sf CODE ALLOWANCES: Allowable Height: Automatic sprinkler system increase (Table 503 and Sec. 504.2) Group A-2 and 3 3 stories, 70 feet Group B 4 stories, 70 feet Group M 4 stories, 70 feet Group R-2 4 stories, 60 feet Allowable Area: (Sec. 506.1, 506.2, 506.3, 506.4 and Nonseparated Occupancies in Section 508.3.2) See table below all areas allowed per occupancy and floors. Ao allowed area per floor: 19,521 sf using A2 or A3 Allowable area (Sec. 506.4.1 & 508.3.2.2): Occupancy A2 or A3 (using worse case) 17,835<42,521for first floor Retail area; and 17,746<42,521for second and third floors - OK Allowable height (Sec. 508.3.2.2): OK per occupancy and Construction Type, which now are looked at as A2 or A3 in Type V-A Total Allowable area (Sec. 506.4): 4Z,521sf • 3= 127,563 sf for the total building, not including the story below grade, using worse case (A2 or A3). Total Actual Area of Building above grade: 53,327.50 sf, OK � ! Supporting Data: Site Frontages (actual W, code W, frontage length): North South East West 11 16 75 75 30 75 55, 30, 231 38, 30, 243 At= 11,500 sf (most restrictive based on Groups A-2, A-3) 15=0 I f = 0.69746142 F = 624 P=631 ��- ,o �,� Allowed areas Height (ft) Stories Height (ft) Aetual Stories allowed allowed by Story occupanci Construction Allowed areas per anowed prea per allowed allowed by increase increase es Type (Table 503) Increases per floor (Table (Table (Sec 504.2) (Sec. (Sec.506) 503) 503) 504.2) 1 A2 V-A 11,500 42,521 9 911 50 2 3 70 1 A3 V-A 11,500 42,521 50 2 3 70 1 B V-A 18,000 66,554 50 3 4 70 1 M V-A 14,000 51,764 50 3 4 70 1 R2 V-A 12,000 44,370 4 676 50 3 4 60 2 R2 V-A 12,000 44,370 14,013 50 3 4 60 3 R2 V-A 12,000 44,370 14 013 50 3 4 60 -1 S2 V-A 21,000 77647 17 760 50 4 5 70 Structural Requirements (Tables 601 and 602): Structural Frame including columns, girders and trusses: 1 hr Bearing Walls, Exterior and Interior: 1 hr Nonbearing interior walls and partitions: 0 hr Floor Construction including supporting beams and joists: 1 hr Roof Construction including supporting beams and joists: 1 hr Nonbearing Exterior walls and partitions: 1 hr at the north exterior wall; 0 hr at the south, west and east walls Fire Areas and Separation Requirements: Exterior walls: 1. See Structural requirements above. 2. Projections such as balconies may only be � ;�� ?� f. -�.y 3�� ' ��? �� •f.- - �- � � �c��-= '> z��"�� 704.2) See Section 1406.3 for construction. The porch requires a one-hour rating just like the floor separating the dwelling units, except by exception 3, do not have to have the fire-resistance rating where sprinkler protection is extended to those areas. 3. Combustible projections: Combustible projections located where openings are not permitted or where protection of openings is required shall be of at least 1-hour fire-resistance-rated construction, fire-retardant-treated wood or as required by Section 1406.3. (Sec. 704.2.3) 4. Parapets will not be required if the respective exterior wall is rated one hour fully following one of the three potential exceptions (Sec. 704.11) • The wall is not required to be fire-resistance rated in accordance with Table 602 because of fire separation distance. • One-hour fire-resistance-rated exterior walls that terminate at the underside of the roof sheathing, deck or slab, provided: • Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall not be of less than 1-hour fire-resistance-rated construction for a width of 4 feet (1220 mm) for Groups R and U and 10 feet (3048 mm) for other occupancies, measured from the interior side of the wall. • Where roof/ceiling framing elements are not parallel to the wall, the entire span of such framing and elements supporting such framing shall not be of less than 1-hour fire- resistance-rated construction. • Openings in the roof shall not be located within 5 feet (1524 mm) of the 1-hour fire- resistance-rated exterior wall for Groups R and U and 10 feet (3048 mm) for other occupancies, measured from the interior side of the wall. • The entire building shall be provided with not less than a C�ass B roof covering. • In Groups R-2 and R-3 where the entire building is provided with a Class C roof covering, the exterior wall shall be permitted to terminate at the underside of the roof sheathing or deck in Type III, IV and V construction, provided: • The roof sheathing or deck is constructed of approved noncombustible materials or of fire- retardant-treated wood for a distance of 4 feet (1220 mm); or • The roof is protected with 0.625-inch (16 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of nominal 2-inch (51 mm) ledgers attached to the sides of the roof framing members for a minimum distance of 4 feet (1220 mm). • Where the wall is permitted to have at least 25 percent of the exterior wall areas containing unprotected openings based on fire separation distance as determined in accordance with Section 704.8. Fire Wa/ls: 1. No Fire Walls required based on allowable area. Fire earriers and Shaft Enc/osures: 1. 2 hour assembly required at floor and walls between R-2 and A/B/M occupancies, (Secs. 706, 711, and 508.3.3.4.1). Horizontal assemblies at these 2-hour rated separations must follow Section 712 regarding penetrations. 2. 2 hour rated shafts for vertical exit enclosures, (Sec. 707). 3. Omitting sprinklers in elevator shafts, therefore elevator shafts shall be 2 hour rated. (Sec. 403.3.1.1.1). 4. 2 hour rated shaft for Envac, (Sec. 707 and 707.13). . r., ,,.,., 5. Elevator Lobbies are not required. (Sec. 707.14.1, exception 4) "......... enclosed elevator lobbies are not required where the building is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2". 6. Elevator shafts will be required to be vented when three or more stories high and the use of R-2 Occupancy Group. (Sec. 3004). 7. Stairways to Roof: There are less than 4 stories from grade; therefore stair to roof is not required. (Sec. 1009.11). 8. Refuse and laundry chute enclosures. A shaft enclosure containing a refuse or laundry chute shall not be used for any other purpose and shall be enclosed in accordance with Section 707.4. Openings into the shaft, including those from access rooms and termination rooms, shall be protected in accordance with this section and Section 715. Openings into chutes shall not be located in corridors. Doors shall be self- or automatic closing upon the actuation of a smoke detector in accordance with Section 715.4.7.3, except that heat-activated closing devices shall be permitted between the shaft and the termination room 9. Laundry chute access rooms. Access openings for refuse and laundry chutes shall be located in rooms or compartments enclosed by a fire barrier that has a fire-resistance rating of not less than 1 hour. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than % hour. Doors shall be self - or automatic closing upon the detection of smoke in accordance with Section 715.4.73. 10. At the laundry chute Termination room laundry chutes shall discharge into an enclosed room separated from the remainder of the building by a fire barrier that has a fire-resistance rating of not less than 1 hour. Openings into the termination room shall be protected by opening protectives having a fire protection rating of not less than %4 hour. Doors shal� be self- or automatic closing upon the detection of smoke in accordance with Section 715.4.7.3. Refuse chutes shall not terminate in an incinerator room. Refuse and laundry rooms that are not provided with chutes need only comply with Table 508.2. Fire Partitions: 1. Walls separating dwelling units in the same building must be fire partitions. (Secs. 708, and 419.2). 2. Walls separating sleeping units in occupancies in Group R-1 hotel, R-2 and I-1 occupancies must be fire partitions. 3. Corridor walls must be fire partitions as required by (Secs. 708 and 1017.1). lncidental uses: 1. Parking Garage (Sec. 406.2 and 508.2) 1 hour and provide automatic fire-extinguishing system. Horizontal assemblies at this 1-hour rated separation must follow Section 712 regarding penetrations. • The clear height of each floor level in vehicle and pedestrian traffic areas shall not be less than 7 feet (2134 mm). Vehicle and pedestrian areas accommodating van-accessible parking required by Section 1106.5 shall conform to ICC A117.1. • REVIEW paragraphs from .3 to .9 as well. • Review this section "406.2.8 Special hazards. Connection of a parking garage with any room in which there is a fuel-fired appliance shall be by means of a vestibule providing a two-doorway separation. Exception: A single door shall be allowed provided the sources of ignition in the appliance are at least 18 inches (457 mm) above the floor." with regard to a gas fired boiler for ice melt and a generator. • 406.4.2 Ventilation. A mechanical ventilation system shall be provided in accordance with the International Mechanical Code. 2. Storage rooms over 100 square feet, 1 hour or provide automatic fire-extinguishing system, (Sec. 508.2). 3. Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower, 1 hour or provide automatic fire-extinguishing system, (Sec. 508.2.) Other Separations: 1. Elevator Equipment Rooms: 2 Hour Rated (Sec. 3006.4). 2. Electrical Rooms, • Electrical Vaults > 600 volts: • Transformers, Dry Type < 112.5 kVA: > 112.5 kVA: 3. Vertical Exit Enclosures: See Fire Barriers and Shaft Enclosures below. 4. Generator rooms: 2 Hour Rated needs±<> be ver;`ied, not finding new state reference 5. Switch Gear: Rev:?w requirements Draftstops: 1. Draftstops in the floor/ceiling cavities at the second to third floors are not required in concealed combustible spaces at the partition line when the fire partitions are not continuous to the deck or floor line above, as long as the attic is subdivided by draftstopping into areas not exceeding 3,000 square feet (279 m2) or above every two dwelling units, whichever is smaller. (Sec. 708.4, exception 5). This is true for in the floor/ceiling assembly between the second and third floors. This would override section 717.3.2. 2. Draftstopping will not be required in the floor/ceiling assembly between the first, second and third floors (Exception in sec 717.3.3). We are sprinklering the open web floor truss assembly with NFPA 13, hence the exception can apply. 3. Draftstopping will be provided in attics (Sec. 717.4). Only one corridor wall of a corridor will require to be draftstopped (Sec. 717.4.2 Exception 1) as the attic is subdivided by draftstopping into areas not exceeding 3,000 square feet (279 m2) or above every two dwelling units, whichever is smaller (Sec. 717.4.2 Exception 3). 4. Draftstop openings in the attic will be installed (Sec. 717.4.1.1). Protection of Wall Openings: 1. Exterior Wall Openings: North wall: allowable area of openings per section 704.8 and using an imaginary line of 16 feet at the we use ' s hence north wall, the distance fits the category of 15 to 20 feet under unprotected opening , 25% max. area of exterior walls. The 2"d and 3rd stories area allowed having 273 SF each of wall openings (unprotected). • Other walls: Section 704.8.2 will allow unlimited area for unprotected openings if the side is facing a street or public way and fire separation greater than 15 feet. The unoccupied space must be dedicated to the public and be greater than 30 feet. 2. Openings in exit corridors: • 0 hour unless noted greater value indicated on plans (B, M, A and S-2) (Table 715.4) • 20 minute (R-2) (Table 715.4) 3. Openings in occupancy walls: define occupancy walls • % hour in 1 hour fire barriers (Table 715.4) • 1% hour in 2 hour fire barriers (Table 715.4) 4. Openings in stair enclosures: 1-1/2 hour (Table 715.4) 5.4 D oors with closers• air - in er Table 71 , 5. Openings in incidental use: other than the fire rat g p , transfer grilles to have fire dampers (Sec. 302.1.1.1) 6. Openings in vertical shafts: 1-1/2 hour (Table 715.4) 7. Openings in refuse and access and termination rooms: % hour (707.13) Horizonta/ assemblies, (Sec. 711J 1. 711.3 Fire-resistance rating. The fire-resistance rating of floor and roof assemblies shall not be less than that required by the building type of construction. Where the floor assembly separates a single occupancy into different fire areas, the assembly shall have a fire-resistance rating of not less than that required by Section 706.3.9. Floor assemblies separating dwelling units in the same building or sleeping units in occupancies in Group R-1, hotel occupancies, R-2 and I-1 shall be a minimum of 1- hour fire-resistance-rated construction. Through Penetrations in Horizonta/ assemblies, (Sec. 712.4.1.1): 1. Penetrations by steel, ferrous or copper conduits, pipes, tubes or vents or concrete or masonry items through a single fire-resistance-rated floor assembly where the annular space is protected with materials that prevent the passage of flame and hot gases sufficient to ignite cotton waste when itions under a minimum ositive ressure subjected to ASTM E 119 time-temperature fire cond P P differential of 0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. Penetrating items with a maximum 6-inch (152 mm) nominal diameter shall not be limited to the penetration of a single fire- resistance-rated floor assembly, provided the aggregate area of the openings through the assembly does not exceed 144 square inches (92 900 mm2) in any 100 square feet (9.3 m2) of floor area. 2. Penetrations in a single concrete floor by steel, ferrous or copper conduits, pipes, tubes or vents with a maximum 6-inch (152 mm) nominal diameter, provided the concrete, grout or mortar is installed the full thickness of the floor or the thickness required to maintain the fire-resistance rating. The penetrating items shall not be limited to the penetration of a single concrete floor, provided the area of the opening through each floor does not exceed 144 square inches (92 900 mm2). 3. Penetrations by listed electrical boxes of any material provided such boxes have been tested for use in fire-resistance-rated assemblies and installed in accordance with the instructions included in the listing 4. In occupancies other than Groups I-2 and I-3, a duct constructed of approved materials in accordance with the International Mechanical Code that penetrates a fire-resistance-rated floor/ceiling assembly that connects not more than two stories is permitted without shaft enclosure protection, provided a listed fire damper is installed at the floor line or the duct is protected in accordance with Section 712.4. For air transfer openings, see Exception 7 to Section 707.2. 5. A duct is permitted to penetrate three floors or less without a fire damper at each floor, provided it meets all of the following requirements: • The duct shall be contained and located within the cavity of a wall and shall be constructed of steel not less than 0.019 inch (0.48 mm) (26 gage) in thickness. • The duct shall open into only one dwelling or sleeping unit and the duct system shall be continuous from the unit to the exterior of the building. • The duct shall not exceed 4-inch (102 mm) nominal diameter and the total area of such ducts shall not exceed 100 square inches (0.065 m2) in any 100 square feet (9.3 m2) of floor area. • The annular space around the duct is protected with materials that prevent the passage of flame and hot gases sufficient to ignite cotton waste where subjected to ASTM E 119 time-temperature conditions under a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. • Grille openings located in a ceiling of a fire-resistance-rated floor/ceiling or roof/ceiling assembly shall be protected with a listed ceiling radiation damper installed in accordance with Section 716.6.2.1. 6. Where duct systems constructed of approved materials in accordance with the International Mechanical Code penetrate a ceiling of a fire-resistance-rated floor/ceiling or roof/ceiling assembly, shaft enclosure protection is not required provided an approved ceiling radiation damper is installed at the ceiling line. Where a duct is not attached to a diffuser that penetrates a ceiling of a fire- resistance-rated floor/ceiling or roof/ceiling assembly, shaft enclosure protection is not required provided an approved ceiling radiation damper is installed at the ceiling line. Ceiling radiation dampers shall be installed in accordance with UL 555C and constructed in accordance with the details listed in a fire-resistance-rated assembly or shall be labeled to function as a heat barrier for air- handling outlet/inlet penetrations in the ceiling of a fire-resistance-rated assembly. Ceiling radiation dampers shall not be required where ASTM E 119 fire tests have shown that ceiling radiation dampers are not necessary in order to maintain the fire-resistance rating of the assembly. •� e ummar Interior Finishes Windows (Sec. 801.2.1) Show windows in the exterior walls of the first story above grade shall be permitted to be of wood or of unprotected metal framing. WALL AND CEILING F/N/SHES General (Sec. 803.1) Interior wall and ceiling finishes shall be classified in accordance with ASTM E 84. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke- developed indexes. Class A: Flame spread 0-25; smoke-developed 0-450. Class B: Flame spread 26-75; smoke-developed 0-450. Class C: Flame spread 76-200; smoke-developed 0-450. Application (Sec. 803.4) Where these materials are applied on walls, ceilings or structural elements required to have a fire- resistance rating or to be of noncombustible construction, they shall comply with the provisions of this section. Direct attachment and furred construction (Sec. 803.4.1) Where walls and ceilings are required by any provision in this code to be of fire-resistance-rated or noncombustible construction, the interior finish material shall be applied directly against such construction or to furring strips not exceeding 1.75 inches (44 mm) applied directly against such surfaces. The intervening spaces between such furring strips shall be filled with inorganic or Class A material or shall be fireblocked at a maximum of 8 feet (2438 mm) in any direction in accordance with Section 717. Set-out construction (Sec. 803.4.2) Where walls and ceilings are required to be of fire-resistance-rated or noncombustible construction and walls are set out or ceilings are dropped distances greater than specified in Section 803.4.1, Class A finish materials shall be used except where interior finish materials are protected on both sides by an automatic sprinkler system or attached to noncombustible backing or furring strips installed as specified in Section 803.4.1. The hangers and assembly members of such dropped ceilings that are below the main ceiling line shall be of noncombustible materials, except that in Type III and V construction, fire-retardant-treated wood shall be permitted. The construction of each set-out wall shall be of fire-resistance-rated construction as required elsewhere in this code. Materials (Sec. 803.4.4) An interior wall or ceiling finish that is not more than 0.25 inch (6.4 mm) thick shall be applied directly against a noncombustible backing. Exceptions: 1. Class A materials. 2. Materials where the qualifying tests were made with the material suspended or furred out from the noncombustible backing. TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BV OCCUPANCY SPRINKLERED� NONSPRINKLERED GROUP Exit enclosures Rooms and Exit enclosures Rooms and and exit Corridors enclosed and exit Corridors enclosed passageways a'b spaces� passagewaysa'b spaces� A-1 & A-2 B B C A A Be B, M B C C A B C R-2 C C C B B C S C C C B B C a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.4.1. b. In exit enclosures of buildings less than three stories in height of other than Group I-3, Class B interior finish for nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire-resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the group c�assification of the building or structure. d. Lobby areas in Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials. e. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less. INTERIOR FLOOR F/NISH Classification (Sec. 804.2) Interior floor finish and floor covering materials required by Section 804.4.1 to be of Class I or II materials shall be classified in accordance with NFPA 253. The dassification referred to herein corresponds to the classifications determined by NFPA 253 as follows: Class I, 0.45 watts/cm2 or greater; Class II, 0.22 watts/cm2 or greater. Interior floor finish requirements (Sec. 804.4) In all occupancies, interior floor finish and floor covering materials in exit enclosures, exit passageways, corridors and rooms or spaces not separated from corridors by full-height partitions extending from the floor to the underside of the ceiling shall withstand a minimum critical radiant flux as specified in Section 804.4.1. Minimum critical radiant flux 804.4.1(Sec. 804.4.1) Interior floor finish and floor covering materials in exit enclosures, exit passageways and corridors shall not be less than Class I in Groups I-2 and I-3 and not less than Class II in Groups A, B, E, H, I-4, M, R-1, R-2 and S. In all areas, floor covering materials shall comply with the DOC FF-1 "pill test" (CPSC 16 CFR, Part 1630). Exception: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, Class II materials are permitted in any area where Class I materials are required, and materials complying with the DOC FF-1 "pill test" (CPSC 16 CFR, Part 1630) are permitted in any area where Class II materials are required. Fire Alarm: Required (Sec. 907) Assembly < 300 ■ Manual pull stations not required (Sec. 907.2.1) B Occupancy ■ Manual pult stations required (Sec. 907.2.2) Manual pulls not required if notification devices activate upon sprinkler water flow (Exc. 907.2.2) M Occupancy ■ Manual pull stations required (Sec. 907.2.7) Manual pulls not required if notification devices activate upon sprinkler water flow (Exc. 907.2.7) R-2 Occupancy ■ Manual pull stations required (Sec. 907.2.9) Manual pulls not required if building is equipped throughout with an approved, supervised automatic sprinkler system which has local alarm Sec. 9 07.2.9 Exc. 2 , ) ( ■ Smoke alarms shall be installed in each separate sleeping area and outside immediate vicinity of bedrooms. (Sec. 907.2.10.1.2) S-2 Occupancy ■ Manual pull stations not required (Sec. 907) Emergency Operations Smoke detection: In air handling units over 2000 CFM to shut down the air distribution system (IMC Sec. 606). Elevator automatic recall by smoke or heat detection in the hoistway and smoke detection in the elevator lobbies and machine room (ANSI/ASME A17.1, Sec. 2.27.3.2.1 and NFPA 72 Sections 3- 8.14.3 and 3-8.14.4) Annunciation • Water flow of sprinklers: General building alarm; Signal to a constantly attended location capable of contacting the local fire department • Trouble alarm: Constantly attended location; no fire department notification • Tamper switch: Constantly attended location; no fire department notification • Smoke detectors: o Shall be installed in each separate sleeping area and outside immediate vicinity of bedrooms. (Sec. 907.2.10.1.2). o Part of elevator recall and constantly attended location; no fire department notification (NFPA 72, Sec. 3-18.14.15). o Part of HVAC units. Shut down HVAC unit and constantly attended location; no fire department notification (Sec. 907.11). Alarm notification appliances • Dwelling units and sleeping units shall be provided with the capability to support visible alarm notification appliances in accordance with ICC A117.1. • Audible alarms shall be provided. (Sec. 907.9.2) Exit Requirements TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE FLOOR AREA IN SQ. FT. PER OCCUPANT • Accessory storage areas, mechanical equipment room 300 gross • Assembly with fixed seats (Sec. 1004.7) • Assembly without fixed seats: Concentrated (chairs only-not fixed) 7 net Standing space 5 net Unconcentrated (tables and chairs) 15 net • Business areas 100 gross • Mercantile: Areas on other floors 60 gross Basement and grade floor areas 30 gross Storage, stock, shipping areas 300 gross • Parking garages 200 gross • Residential 200 gross Fire Protection Systems: Sprinkler Design: Provided for: • Allowable Height increase per Section 504.2 and Table 503. • Allowable Area increase per Sections 504.2 and 506. • Oraft stop exception in Section 717.3.3 applies to the First to Second floor floor/ceiling and Second to Third floor floor ceilin s stem at artitions usin s rinklers. / g Y p g P • Elevator Lobbies Exception in Section 707.14.1 will allow the elimination of these lobbies the upper floors (second and third) using sprinklers. Type and location: • NFPA 13 per Section 903.3.1.1 will be installed on the parking level to attic. • See the section regarding Draftstops for locations requiring them. Laundry Chute system • An approved automatic sprinkler system shall be insta�led in accordance with Section 903.2.10.2. Standpipes and Hoses • Not required, top floor level < 30 ft. above fire department access, Class I allowed (Sec. 905.3.1, Exc. 1) - Every required stairway [Sec. 905.4(1)] - Hose connection located at an intermediate landing between floors [Sec. 905.4(1)] - Roof connection when slope is < 4/12 or the highest landing with stair access to roof (Sec. 905.4(5)] -Additional hose connections when the most remote portion of the building is more than 200 ft. from a hose connection [Sec. 905.4(6)]. Portable Fire extinguishers • Portable fire extinguishers shall be installed in the following locations. In new and existing Group A, B, E, f, H, I, M, R-1, R-2, R-4 and S occupancies. • Exception: In new and existing Group A, B and E occupancies equipped throughout with quick- response [look for explanation] sprinklers, portable fire extinguishers shall be required only in locations specified in Items 2 through 6. ; Within 30 feet (9144 mm) of commercial cooking equipment. � In areas where flammable or combustible liquids are stored, used or dispensed. ,: Where required by the sections indicated in IFC Table 906.1 and where required by local ordinance. ; Special-hazard areas, including but not limited to laboratories, computer rooms and generator rooms, where required by the fire code official. • For occupancies that involve primarily Class A fire hazards, the minimum sizes and distribution shall comply with Table 906.3(1). Egress convergence (Sec. 1004.5) Where means of egress from floors above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall not be less than the sum of the two floors. Multiple occupancies (Sec. 1004.9) Where a building contains two or more occupancies, the means of egress requirements shall apply to each portion of the building based on the occupancy of that space. Where two or more occupancies utilize portions of the same means of egress system, those egress components shall meet the more stringent requirements of all occupancies that are served. Egress Width Per Occupant Served (Table 1005.1) With sprinkler system: (including those areas sprinklered in accordance with Section 903.3.1.2) Stairway (inches per occupant) ,2 �c��>�� per non spr� x;e �� uY�ng �.4'lt1� Jh!V '•i-NI��^ vn7!FS� !c5 A'Si"C}3EC0�lS s-� i�)��a� � lr�Ei�AI�1�C�SS3_-'�r,�ARla�. �� S, 4tr�3 C�' ;i�' `iA' CAS. 3G 4� �vt V"v Jv u�. H. {:,, , � 1; Other egress components (inches per occupant): .15 ,ti�s�� Y�. no_=--s� r,��e,_ ��b -, Door encroachment (Sec. 1005.2) Doors opening into the path of egress travel shall not reduce the required width to less than one-half during the course of the swing. When fully open, the door shall not project more than 7 inches (178 mm into the re u ired width. ) q Exception: The restrictions on a door swing shall not apply to doors within individual dwelling units and sleeping units of Group R-2 and dwelling units of Group R-3. Illumination required (Sec. 1006.1) The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. Exceptions: • Aisle accessways in Group A. • Dwelling units and sleeping units in Groups R-1, R-2 and R-3. Illumination level (Sec. 1006.2) The means of egress illumination level shall not be less than 1 foot-candle (11 lux) at the walking surface level. Illumination emergency power (Sec. 1006.3) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: • Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress. • Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. • Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. • Interior exit discharge elements, as permitted in Section 1024.1, in buildings required to have two or more exits. • Exterior landings, as required by Section 1008.1.5, for exit discharge doorways in buildings required to have two or more exits. • The emergency power system shall provide power for duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Accessible means of egress required (Sec. 1007.1) The accessible means of egress will be comprised of the egress corridors to stairways leading to the public way. Based on exceptions in Section 1007.3, the 48" clear width for stairs and areas of refuge do not need to be provided. Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more ihan one means of egress is required by Section 1015.1 or 1019.1 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. Continuity and components (Sec. 1007.2) Each required accessible means of egress shall be continuous to a public way and shall consist of at least one of the following components: • Accessible routes complying with Section 1104. • Stairways within vertical exit enclosures complying with Sections 1007.3 and 1020. • Exterior exit stairways complying with Sections 1007.3 and 1023. • Elevators complying with Section 1007.4. • Horizontal exits complying with Section 1022. • Ramps complying with Section 1010. • Areas of refuge complying with Section 1007.6. • Exception: Where the exit discharge is not accessible, an exterior area for assisted rescue must be provided i� accordance with Section 1007.8. Exit stairways (Sec. 1007.3) In order to be considered part of an accessible means of egress, an exit stairway shall have a clear width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exceptions: • The clear width of 48 inches (1219 mm) between handrails is not required at exit stairways in buildings or facilities equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. • Areas of refuge are not required at exit stairways in buildings or facilities equipped throughout by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. (Indiana Amendments) Access-controlled egress doors (Sec. 1008.1.3.4) The entrance doors in a means of egress in buildings with an occupancy in Group A, B, E, M, R-1 or R-2 and entrance doors to tenant spaces in occupancies in Groups A, B, E, M, R-1 and R-2 are permitted to be equipped with an approved entrance and egress access control system which shall be installed in accordance with all of the following criteria: • A sensor shall be provided on the egress side arranged to detect an occupant approaching the doors. The doors shall be arranged to unlock by a signal from or loss of power to the sensor. • Loss of power to that part of the access control system which locks the doors sha�l automatically unlock the doors. • The doors shall be arranged to unlock from a manual unlocking device located 40 inches to 48 inches (1016 mm to 1219 mm) vertically above the floor and within 5 feet (1524 mm) of the secured doors. Ready access shall be provided to the manual unlocking device and the device shall be clearly identified by a sign that reads "PUSH TO EXIT." When operated, the manual unlocking device shall result in direct interruption of power to the lock-independent of the access control system electronics-and the doors shall remain unlocked for a minimum of 30 seconds. . 'f rovided shall aut omaticall unlock the Activation of the building fire alarm system, i p , Y doors, and the doors shall remain unlocked until the fire alarm system has been reset. • Activation of the building automatic sprinkler or fire detection system, if provided, shall automatically unlock the doors. The doors shall remain unlocked until the fire alarm system has been reset. • Entrance doors in buildings with an occupancy in Group A, B, E or M shall not be secured from the egress side during periods that the building is open to the general public. Landings at doors (Sec. 1008.1.5) Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches (178 mm). When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches (1118 mm). Exception: Landing length in the direction of travel in Groups R-3 and U and within individual units of Group R-2 need not exceed 36 inches (914 mm). Stairway doors (Sec. 1008.1.8.7) Interior stairway means of egress doors shall be openable from both sides without the use of a key or speci knowledge or effort. Exceptions: • Stairway discharge doors shall be openable from the egress side and shall only be locked from the opposite side. • This section shall not apply to doors arranged in accordance with Section 403.12. • In stairways serving not more than four stories, doors are permitted to be locked from the side opposite the egress side, provided they are openable from the egress side and capable of being unlocked simultaneously without unlatching upon a signal from the fire command center, if present, or a signal by emergency personnel from a single location inside the main entrance to the building). See rrE!i€ana ame�dments. Stairway width (Sec. 1009.1) The width of stairways shall be determined as specified in Section 1005.1, but such width shall not be less than 44 inches (1118 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions: • Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). Stairway landings (Sec. 1009.4) There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing Stairway construction (Sec. 1009.5) All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. Vertical rise (Sec. 1009.6) A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. r of Sec . 1009.11 irwa to 0 Sta y ( ) In buildings located four or more stories in height above grade plane, one stairway shall extend to the ' ntal 33- roof surface, unless the roof has a slope steeper than four units vertical in 12 units horizo ( percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. Current Roof slope is 4/12 but onlv hos three stories above the qrade plane therefore neither of the stairs are required to qo to the roof. . 1014.3 Common path of egress travel (Sec ) In occupancies other than Groups H-1, H-2 and H-3, the common path of egress travel shall not exceed 75 feet (22 860 mm). For common path of egress travel in Group A occupancies having fixed seating, see Section 1025.8. Exceptions: nd S occu ancies s hall not • The length of a common path of egress travel in Group B, F a p be more than 100 feet (30 480 mm), provided that the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. • Where a tenant space in Group B, S and U occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet (30 480 mm). ! The length of a common path of egress travel in a Group R-2 occupancy shall not be tected th fOU hOUt ' in is ro v�ded that the build g ro i ore than 1 25 feet 38 100 mm 6 p m ), P ( with an approved automatic sprinkler system in accordance with Section 903.3.1.1. Exit or exit access doorways required (Sec. 1015.1) Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: • The occupant load of the space exceeds the values in Table 1015.1. • The common path of egress travel exceeds the limitations of Section 1014.3. • Where required by Sections 1015.3, 1015.4 and 1015.5. OCCUPANCY MAX. OCCUPANT LOAD A, B, Ea, F, M, U 49 H-1, H-2, H-3 3 H-4, H-5, I-1, I-3, I-4, R 10 S 29 Two exits or exit access doorways (Sec. 1015.2.1) Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways. Interlocking or scissor stairs shall be counted as one exit stairway. Exceptions: • Where exit enclosures are provided as a portion of the required exit and are interconnected by a 1-hour fire-resistance-rated corridor conforming to the requirements of Section 1017, the required exit separation shall be measured along the shortest direct line of travel within the corridor. • Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance of the exit doors or exit access doorways shall not be less than one-third of the length of the maximum overall diagonal dimension of the area served. Travel distance limitations (Sec. 1016.1) Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1016.1. Where the path of exit access includes unenclosed stairways or ramps within the exit access or includes unenclosed exit ramps or stairways as permitted in Section 1020.1, the distance of travel on such means of egress components shall also be included in the travel distance measurement. The measurement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stairway. OCCUPANCY WITH SPRINKLER SYSTEM Ifeet) A, M, R 250 g 300 S_Z 400 Corridor Construction (Sec. 1017.1) Corridors shall be fire-resistance rated in accordance with Table 1017.1. The corridor walls required to be fire-resistance rated shall comply with Section 708 for fire partitions. Exceptions: • A fire-resistance rating is not required for corridors contained within a dwelling Unit or sleeping unit in an occupancy in Group R�aving an oecuoant ;oad of 15 or !ess. • A fire-resistance rating is not required for corridors in an occupancy in Group B which is a space requiring only a single means of egress complying with Section 1015.1. Dead ends (Sec. 1017.3) Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet (6096 mm) in length. Exceptions: • In occupancies in Groups B and F where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of dead end corridors shall not exceed 50 feet (15 240 mm). • A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor. 0 Corridor continuity (Sec. 1017.5) Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Exception: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms. Openings and penetrations at Vertical Exit Enclosure (Sec. 1020.1.1) Exit enclosure opening protectives shall be in accordance with the requirements of Section 715. Except as permitted in Section 402.4.6, openings in exit enclosures other than unprotected exterior openings shall be limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. Where interior exit enclosures are extended to the exterior of a building by an exit passageway, the door assembly from the exit enclosure to the exit passageway shall be protected by a fire door assembly conforming to the requirements in Section 715.4. Fire door assemblies in exit enclosures shall comply with Section 715.4.4. Elevators shall not open into an exit enclosure. Exit enclosure exterior walls (Sec. 1020.1.4) 7 4 for exterior nts of Section 0 Exterior walls of an exit enclosure shall comply with the requireme walls. Where nonrated walls or unprotected openings enclose the exterior of the stairway and the walls or openings are exposed by other parts of the building at an angle of less than 180 degrees (3.14 rad), the building exterior walls within 10 feet (3048 mm) horizontally of a nonrated wall or unprotected opening shall have a fire-resistance rating of not less than 1 hour. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. This construction shall extend vertically from the ground to a point 10 feet (3048 mm) above the topmost landing of the stairway or to the roof line, whichever is lower. Discharge identification barrier (Sec. 1020.1.5) A stairway in an exit enclosure shall not continue below the level of exit discharge unless an approved barrier is provided at the level of exit discharge to prevent persons from unintentionally continuing into levels below. Directional exit signs shall be provided as specified in Section 1011. These barriers are required at both fire stairs. Emergency Escape And Rescue (Sec. 1026.1) Note required based on exception: In other than Group R-3 occupancies, buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. Accessibility: All public and common areas in building and site are required to be accessible, except mechanical rooms, ja�itor closets, electrical rooms, etc. (Sec. 1103.2) (ADA, IBC Chapter 11, Accessibility Code) Elevator Required • 28 CFR Part 36 Subpart D(Title III), Section 36.401 (d) (2) This building is 3 stories above �evel of discharge (access). Exception 1. Elevators are not required in facilities that are less than three (3) stories or that have less than three thousand (3,000) square feet per story unless the building is a shopping center, a shopping mall, or a professional office of a health care provider. The elevator exemption set forth in this paragraph does not obviate or limit in any way the obligation to comply with the other accessibility requirements established in Section 1104. (Sec. 1104.4) Unisex bathing and toilet rooms Required in Group A and M occupancies (IBC, Sec. 2912.1) Apartments/Cond ominiums Required to be adaptable (IBC, Chapter 11 Accessibility, Part 2) (Fair Housing Act Title VII I of Civil Rights Act of 1988) • Accessible route into and through the unit. • Light switches, electrical outlets, thermostats and other environmental controls inaccessible locations. • Reinforcements in bathroom walls to allow later installation of grab bars around toilet, tub, shower stall and shower seat. • Kitchens and bathrooms such that an individual in a wheelchair can maneuver about the space. Required 5% of the total number of apartment units equating to 2 Full ADA units of the 31. (ADA Standards, 2010, 2333.1) Exits: First floor: Required from each room/area equal to the number of exits required by the building code (9)) Above and below the first floor: Same as number of exits Areas of Rescue Assistance (Sec. 4.1.3 (9)) (Exception: supervised automatic fire suppression system throughout) (Sec. 4.13(9)) Horn/strobe units: Required - common use areas including all classrooms, restrooms, meeting rooms, etc. Plumbing Fixtures: • Allows the number of required plumbing fixtures to be based on the actual or anticipated occupant loads of the building (Sec. 2902j. • Maximum distance to Public Restrooms is 500 feet (Sec. 2906). • Review specific requirements for facilities used by employees in Chapter 29, Indiana Amendments and local jurisdictions. • Minimum number of fixtures are based on Table 29: TABLE N O. 29 MINIMU M NUMBER OF PL UMBING FAC ILITIES Fixtures Number of fixtures per number of occupants Building Occupancy Water Closets Lavatories Bathtubs/ Drinking Service Males Females Showers Fountains Sink - er 500 1 A Night Clubs 1 per 40 1 per 40 1 per 75 1 p Restaurants 1 per 75 1 per 75 1 per 200 - 1 per 500 1 Halls, museums, 1 per 1 per 65 1 per 200 - 1 per 1 etc. 125 1,000 B Business 1 per 25 1 per 40 1 per 40 - 1 per 100 1 Retail sales 1 per 1 per 750 1 per 750 - 1 per 1 M 500 1,000 1 kitchen i per 1 per sink per R 1 per dwelling unit dwelling dwefling - dwellin Multiple family unit unit 9 housin d unit IVOte (a) �ne rixtures snown are oaseu on one �� nx�wC �r��y ��c �� y,.��.. �..� indicated or an fraction of the number of erson sindicated. the number of ersons P P v Note (d) One (1) automatic clothes washer connection shall be required per twenty (20) dwelling units. Note (e) One (1) automatic clothes washer connection shall be required per dwelling unit. Elevator: An accessible means of egress The elevator is not being used as an accessible means of egress. Size • Must comply with Table 407.4.1 in ANSI A117.1 2003 � • Elevator cars in buildings three (3) stories or less in height are to accommodate an ambulance stretcher 24-inch by 84-inch. (Sec. 3002.4.1 Indiana amendments) Firefighter Emergency Operations Phase I- Emergency Recall Required (Sec. 3003.2) Phase II - Emergency In-Car Operation Required (Sec. 3003.2) Hoistway Venting Required (Sec. 3004.1) based on having a R-2 occupancy. If provided with a damper in a normal closed position, it shall be opened by the fire-alarm system per NFPA 72. Fire Extinguisher Class 'ABC' Required (Elevator Code Sec. 8.6.1.6.5) Hoistway Pit Drainage Sump pump or drain not required per Indiana amendments to the ANSI/ASME A17.1-2007. PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ��\\ \��\ 1 h I I I I I I I I I I I I f/////// � i//! \\,�,,.• � �. sTU rZ %,,, : �`� ��,�sT�-RF �'y'% � �Q- � O %i � - 033126 - _ 0� - ;_ STATE OF _� � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R CJ , lV P/%��x � DEVELOPMENT CO. 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Bld Set construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: GENERAL LIFE SAFETY Sheet Number: ' � S� 1 ,� 1 EET 10 OF 1391 t ,_ �' �. STR-1 � �,�.�.�.��. UNIT C APT. 105 ...�.�. SECTION 707.5 CONTINUITY. SHAFT CAN GO TO THE UNDERSIDE OF THE ROOF DECK. SECTION 707.11 ENCLOSURE AT TOP. IF THE SHAFT DOES NOT TERMINATE TO THE UNDERSIDE OF THE ROOF DECK, THEN THE SHAFT MUST BE ENCLOSED BY AN ASSEMBLY EQUAL TO THE RATING OF THE SHAFT. 3 10 I _ . . I � _ 3 _ ._ �DRAFT STOP: ' AS REQUIRED BY 708.4 AND 717.4 EVERY 3000SF OR � EVERY 2 APARTMENTS, WHICHEVER IS LESS. " `' ' ELEV. _ : _ .. DRAFT STOP: � AS REQUIR�D BY 708.4 AND � � 717.4 AT ONE SIDE OF THE ENVAC - CORRIDOR. ; � . . . < � ,a , ...., , .. ��;r .�,.r , . .F, .. t .. . , -.. , , ., . .. w n.., i,., .�u ,.i. ..i„ . ., ,. x . . . . . , ,.a . . n .,� _ . a<._ _ �,__�-. � �_,._a, �. , . . �- „ . .,•. , . ., .� . , ;., .. , ... ._ ,:.. _ ,.,. , . .. ,.,. ., . f� �� y� ¥ �'� DRAFT STOP OPENING: 717.4.1.1. 2 � 10 , x I, ..., > s , ,a _ . . . - ., � , „ , ss : , QI . Q : 3 10 B.O. TRUSS F1 SCALE: 1/16" = 1'-0" EXTERIOR WALL: ONE HOUR, TYPE V-A, TABLE 601, 704.5. VERTICAL EXIT ENCLOSURE: TWO HOUR PER FIRE BARRIER, 706. ELEVATOR AND ENVAC � SHAFTS: TWO HOUR FIRE BARRIER, 706, 707. 3 10 � � I I 1 ... t t I +` ''`''�� 1 � 1 � ! i � Y�t v-A C:UNS I RUGTIDN � ( � � i �_� �:�t �� t ��°` � STRUCTURE: LOAD BEARING WALLS OR POSTS AND BEAMS ARE TO BE ONE HOUR RATED AT LOCATIONS SUPPORTING ONE HOUR RATED FLOOR SYSTEM. LS F i RST F LOO R F� SCALE: 1/16" = 1'-0" , :�users�aesign��uesKtop�t�iag u Nonseparatea.pia, uate prin�ce �. STRUCTURE: LOAD BEARING WALLS OR POSTS AND BEAMS ARE TO BE ONE HOUR RATED AT LOCATIONS SUPPORTING ONE HOUR RATED FLOOR SYSTEM. 1 1 — BE � � � TENANT ---- »o �,}„n_ . _ ..._ � � � �.,. '' , � ■ . ��' .�...,� . . UNIT D APT. 212 . EXTERIOR WALL: ONE HOUR, TYPE V-A, TABLE 601, 704.5. VERTICAL EXIT ENCLOSURE: TWO HOUR PER FIRE BARRIER, 706. 3 10 0 o p � TERRACE I TERRACE � �...,. ... . , . �...�. . �.�....» . � � .�..�.�.�. . �..�..�.� � � � � ,....�:: �: �� , � UNIT A-2 �� .� '� FIRE PARTITION 8� �MnKF RoRR�FR ApT. 208 �� ELEVATOR LOBBIES: EXCEPTION BASED ON ACCESS BY FIRE DEPT. OR �_�� AND SPRWKLER SYSTEM, 708.1, `� 707.14.1. � � UNIT B APT. 211 �,.�+,,,� :■ �,y.. • O O iERRACE _.�.,��, UNIT A-2 APT. 206 ELEVATOR AND ENVAC SHAFTS: -TWO HOUR FIRE BARRIER, 706, 707. � -ELEVATOR MUST BE ' UNIT A ' "` . APT. 210 I � '�� d VENTED PER '� `MEP/JAN " ' .E. _ �,-.. �. ....... .,...�. UNIT A APT. 209 � T DEMISING WALL: ONE HOUR, FIRE PARTITION, 708, 419.2. : STRUCTURE: ASSEMBLY IS TO BE ONE HOUR, TYPE V-A, TABLE 601. � . .,�.._�,,,w... . � # d � P"�-�"""*,4 � SECTION 3004 ELEV. ; NVA 'LOBBY� • � �� .��.� . ,..�,�= z-,�� .. �.«�� . ��. CORRIDOR WALL: F�E� ENVAC DROP ROOM: F ONE HOUR, FIRE PARTITION, 708, CORR. ONE HOUR,707.13.3 . 1017.1. ... s.w�+rrw�++w.: w�w�!wrr.rrr.� . .... a:. �� ... __... .....� .. � , . . f`.:� i�wt:�� ___�� 9lFi�MYM1MF1)+�INl15� UNIT A '` UNIT B '� UNIT A APT.30 � APT.207 � APT.205 TYPE V-A CONSTRUCTION .;—�.� . LS SECON D& TH I RD FLOOR Cj� SCALE: 1l16" = 1'-0" � «.......+�� .E. • � • 1 HOUR RATED • • • • ■ ■ 2 HOUR RATED d r d r DRAFT STOP 1 1 1 HOUR RATED LOAD BEARING WALL Z Z 2 HOUR RATED LOAD BEARING WALL EXITS AND LOCATIONS PE PARKING EXIT BE BUILDING EXIT OP ORIGINATION POINT FE FIRE EXTINGUISHER O O TERRACI �� a � UNIT A APT. 204 UNIT A APT. 203 ..rsewi+» . —.a4.w�—.. . APARTMENT UNITS, TYP ICAL O O TERRACE . . .�..._.._ � _� �► r UNIT B APT. 202 . ,�� a F.E—�4 ;,.. � EXTERIOR WALL: R ONE HOUR RATING, AND PROJECTIONS TO EXTEND DISTANCE UNIT B RELATED TO THE APT. 201 PROPERTY LINE. • WHOLE SECTION OF 704, 704.2, 704.3, 704.5, 704.6, 704.8, 1406. 1 10 rt . ��+. r �� APARTMENT UNITS, TYPICAL STRUCTURE: VERTICAL EXIT ENCLOSURE: �OAD BEARING WALLS OR POSTS AND TWO HOUR PER FIRE BARRIER, 706. ELEVATORAND ENVAC BEAMS ARE TO BE ONE HOUR RATED AT SHAFTS: LOCATIONS SUPPORTING ONE HOUR RATED TWO HOUR FIRE BARRIER, FLOOR SYSTEM. �; 706, 707. 'i 3 INCIDENTAL AREAS INCIDENTAL AREAS INCIDENTAL AREAS �� 10 ONE HOUR, 504.2. ONE HOUR, 504.2. �' INCIDEN�� AREAS ONE HOUR, 504.2. " ONE HOUR, 504.2. MONON TRAIL j� TOILET ALT. . C� � �p U - �� , _ � �; LI ' � --- _ _� � • � � ' � , � ;°� �� STR-1 � ( BIKEI dT MdNO T IL ' v�LEV. � � MECHANICAL E UIPMENT ... d�' WATER '� FAC�LITY USE MACH.� G NE TOR �SERVICE &' �� bQIC '; EL ' . PARKING .� LOCKER R . AL RM. • � • � i- E �'U P. , :.: w�rww..�� ,...... .t. ..i.�.rrr.wr / :`---.1s1F . �.. ' . �` , q � PE , �W. . � --.–. �R 1 SPRINKLER o-__. . -_� � .' � -- - • ��F. E . . S MP S-2 Occupa�� LEV. LOBBY : NVA ENROOM TERMINATION ' OM�' . . TWO HOUR BASED � TYPE II�B � ON NO SEPARATION � � , BIKE �., �� -�� FROM SHAFT TO I �� PARKING � CONST UCTION � EL�V,,,. �� .. ROOM, 707.13.4. � 1 =�.;�.....�, -E. �;♦ � 1 � 1 � . STFt-2 .. . _ � - � ��.�-� : �, � I � I - �' � ' � � � � � � F.E. f i I I I I # DIST. � I : RAMP � t � , t � f t .; �, � � DIST.; , � � � � ' � ( � 135' � �. � •.. � i i f� ,40 �� i � r i i i , s: �� PARKING � � � � � I PARKING � I � �PARt�ING I I �' I �' � �' ' � � I � I � ' ' � � � � � � � � i � �'� � � .I � � � i � � - I I I 1 I I I� I� I� I� I I I� I� � I I� I� �� I ;' ` � t � � � � � 2 � ` / � � � � � � : ` � � ` � 10 --T` � � �) : 1p '' ,� � ` � � � . . _ ., . _ � _ . _ , . :., . ,.. ,: � ,. „� � ,. ._ „r. � .,,, : � � � �� , , � n „ _ _ ;� ,�. . � � � ' �,, - . �� °�� STRUCTURE: 3 `'� �' � � � � - ' LOAD BEARING WALLS OR POSTS AND BEAMS ARE ,TO BE ONE HOUR RATEDATLOCATIONS 10 A�L EXTERIOR WALLS: ' ' SUPPORTING ONE HOUR RATED FLOOR SYSTEM. AT LEAST �-HOUR CONSTRUCTION IN THE BASEMENT. EXTERIOR WALL� ONE HOUR RATING, AND PROJECTIONS TO EXTEND DISTANCE RELATED TO THE PROPERTY LINE. WHOLE SECTION OF 704, 704.2, 704.3, 704.5, 704.6, 704.8, 1406. LS PARKING LEVEL 1/16" = 1'-0" � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\��.��```S �. STU T�''��,�///, ��z-`�� '`'`STeR� �9 /'' � o z; � = 00033126 STATE OF � ' �NDIAN� .� /��''ii.,..'9i?r� ,i-rcC�:� � � � � � KEY PLAN BLDG D SCALE NTS Developer: P E D C O R �' �en�z � DEVELOPMENT CO. Project: � � � �� O � � Q � N U �� .� 0 � W � � � � �, � � Z ■� .� V � `� = - �� -- � - � � � �� W � � � U �' o � V J V � COPYRIGHT & OWNERSHIP OF DOCUMENTS � � - T SDOC MEN '�SANIN R'MEN. SERV,:�SA� IS -IE� � �R ��TV � 4 � T � E R�H E� AN�FEx�R h a. , �� F NFORtiA I JC. N�.A�hEDH ,R iNiS 7N ' S � AhUG�STRR� CN �O R�ARTE SN� �O J _E � BLC4? Iv N7FROGA n.� C'�k1A1 � A�'� NT. LLEC JA RC°ER RI -I � rJ ER ESER�F R�. _ INFORMATrJN O�TAINE tREtii;�N � ES E r� h _ JNPUBL'SH C W7RK ^ T PR � T A k �.' _ PEDCOR DESI N-ROU L fv � rqR .Jk N' O', = r+ese �RnNnncs o� He �F v a i o w�R � s,. PORTIONS OF � HE RESJL N� B,. G f R B�ILDING MP BE DuP_cA7 c oPIeG ExH � C PHC orRqpyE p�a _ MO�IFECJ OR JTHERWISE �5 R 6� N A�Y WA W T-�� T SPECIFICANr�RORWR TtN ONSEM1T F-t� AR H E� �_ _-- ST' ZMAN 4ND � DCOR DESIr� RCUP '..., OF/R�� .- __ JAMESR ST„TZMAN.AA _armel Intlian Bid Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 0220.13 Project Number: NASH BUILDING Sheet Title: LIFE SAFETY PLAN Sheet Number: � ` � � SHEET 11 OF 139 � C� � —�._.— —.—. 4 qMP � . - . - . - . _ . �� I� � �I � I I � II ; II � FIRST to SECOND FLOOR STRUCTURAL FIRE RATING � SCALE: 3/32" = 1'-0" i � i � i i � i I i i � i � � � � � . � � � � � I I , ► � � I I � ; � ; � i ; I � �L ♦ � • v� _____ � ----- A.2 A.4 ----- A.5 ..—.—.—._._ � esiqn�wesKtop��s�ag u i�Ut �S�Nai d�CU. N�a, � PARKING LEVEL to FIRST FLOOR STRUCTURAL FIRE RATING E: 3/32" = 1' � � — —._ — � _____ -O ----- A.2 A.4 ----- A.5 _._.—.— — � � � SPRAY-APPLIED FIRE RESISTIVE MATERIAL (SFRM) 2 HOUR SPRAY-APPLIED FIRE RESISTIVE MATERIAL (SFRM) 1 – 1 HOUR 2 – 2 HOUR LOAD BEARING WALL LOAD BEARING WALL FIRE PROTECTION FLOOR PLAN NOTES O1 STEEL TUBE COLUMNS TO BE RATED 1- HOUR. REFER TO SHEET A4/ A003 & B1/A501 AND DETAIL REfERENCES ON OTHER FLOOR PLANS FOR REQUIREDASSEMBLIES. GENERALNOTES 1 Review sheets A002 and A401 for details pertaining to fire protection. 2 Be aware of detaiis ftom A002 and A401 that explain intersections to these rated walls, columns, and beams. 3 Shading on plans indicates that planks, beams and columns in these regions shail receive the corresponding rating. Columns below framing represented on a given Floor shall be the same rating intlicated by the shading. See the legend for various rating types. Floor/ceiling assemblies (inclutling Wood framed structure) also have to have to be built per the same rating, but as the more restrictive of Area/Fire Separation assemblies per the building code and/or per the Building Structural requirements per tables 601 and 602. Review the life-safety plans and Summary for further clarification. 4 All SFRM shall be intumescent coatings in the parking level. See design Y615 for Wshape columns and N634 for W-shape beams. 5 A two-hour rated load bearing wall may aiso be a fire rated separation wall requiring protected opening and penetrations by the building code. Review life- safety plans. � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\\\\\\\`\�S��R hli`I'I I.IrI l I� l� /j� //////i � �� ,�STER�.o 92 � � � ; 00033126 � STATE OF � %, �NDIAN� ,� �,�� . ��ir,,.'QRr`urrC��C� � � � � � ��- . Il�f_�!�!i ".� KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �• �P/%��/x' � DEVELOPMENT CO. Project: � � � � � � O � � N C� � M U �o ._ � �� -' � � Z ._ ._ ca — V� �= — �, -- � � � � � � � � � �U C� s" O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS s-v,.�ai ti a„ ��.�5 ti m.- �� e..:�. �E°- _ R'JPE "� r-I AR�' E AVC° R E- R��= _ _ INFORMA'ON..O'vTAINEJH.REN�S��N-�Ehi',A S_�Bh" - ANJ �ISTr7'�RIiT'�ON TO �'NER PAR?IFg IS NC'-� 6=.�"�r.�c.-q.�_.. �� iB �:A� Oh VDER0��4 ON J O � = � �T �E "JA PR7 ��i J�2 R-S � ^_ INFORMATOfv 'J A'J ER G^IV .T '/�- - NPJB' IShEG W R�C �� F aR('H�? Abt � R 4� _ PE'J.,OR DESIG� ��ROJP �,. h� PART 7R .tiF'J�_ F - THESE DRP N�feG� OR TNE RES�JL-iN_ B'� � �'�VG ^� 5 _� ti,� � °OR?IONS OF' �IE RESULTiNG 9�i��:NG OR ?LI�_DINGS M1�A� 5E �UPLCA`E� rOP':E6 -Xr�igITEG PHO-�^�RAPHc�� PUB�S�EC MODI�iED O� 01HERW�SE �iSTRiBL.?-G iN aNY WAV�eti'�TH��T ��E SPEC'�FIC AND PRIOR JJR'.?TEN �ONSFNT OF T�E 4RCti�.--�' !Ati'=5 : S'UTZMANANGPEUCORDESI�f�GROJP �� OO �OP�RG�.+�� 2�'% JAMeSR STUTZMAN AIA Carmel Indiana Bld Set construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: STRUCTURAL FIRE RATING PLANS Sheet Number: � L 1 EET 12 OF 139 � I I =�� I �� I I I I �"j�'° � � � „��,�s � �� I �� • �� 1 � m m � F.F.E. = 830.28 ( i � � ( � �, � � I, F.F.E. = 830.32 � � � � I � � ; � I ' � � I � F.F.E. = 830.28 (Building under Construction) II �e;�I� ,I I I I, ; i ^�-: `� � ,�h� �� m m � . . . �. �. _ � i �`�, , i ' , �E � (brick) ,�- � � 2,- � � , �,,. �`1 � � .. � I I ` I � �' � � �'�'' � ` _ - - - -- _ � � �_ � �_ �_ - �. "�� -; jc _ - -- -- -- - 9�-- - - _ _- --oze-- �-- +.�. . 1 I � �,<b 4>� *�i �" n�' `�j q� x q�� ` � �io' � � Q� ��,4'� x�� "� ojr� ro �^ �,� � � � `� i � � ; � � �� `�,� ��.. I � , � ��on�.) � � � : ��. �, I I I C m � `t m �� I � � � �y"� �� `�i� ,�a�O � �� . .''`�� I � '.,��`� `� a - .�-'`_ '�'" � - -- I I j � n. � -- u � � � � � - � z ^ _ �' ; � � °� ,� � �� c� - �; a, � �� I � �, �a � -5 � �ri �_ x y. �� __.. ,�`�, �' N �; �� `� I ��I _ I I ; _ - - -`" - �� I i ,,�� ,,. �, � �. >k`� �� ..._.__ . ,�,�� Y� � �' i �,}'r�i i �;�v�`` �r_. 'f �'a..._� � _ _ _, _ .�:� _,_ - +S� � �✓' v -' _. _ � �____ _ y ..,. � ° I � - i i ,��,�� y - _ �- � . �,� - � � � . __ __ _ y � ' u'�� I I . ' � � � � ,`� .`� �� ,�o, I . � �. . --- I C t� � � � �.. . ^'� � .} � � i i ` �5_ �`- �� ,�� d�rt a� gto�a) ' � � � � I �, I � I f t _� _ , ` M,�� ' X .� � r � �� I . i j � i ' �``�� ' �`z�� _ >�'� �� 30"RCP ': o � � c � m - � _�� _..... A I � N I I m m ; x _ � `, \ � � o �� x�• � � �" � � � � ,°� ' ', � � � � � � �� \ � I I �� I � I , � �,�,. � ' � �<, � � � � �� . II � . �r" I � � I , z`� `�;< �' � � � � ,�^� � `�`�.�"r� � �ti '��`�'� '�� `�'�� - _ � �� '�g I I � I I;��` �x � I �'� -_ `, �. .� ;{, � I I � � � c� , ; �� I � I I I � � �(� Empty Ducts � "' a;= ,,, ,�, I i � � i 8, �- I � i i ` � -_ � _. � � i � I �� . - �� . � � .� I I I n �' �� `�. �y°, ,� � ��,� �� w �a�`�' ��:�'� ��"� . t . � �'� � ,� Mj% ��:� �� t I I � I I �. ,X - ^�: r�. . �� . . � � � �s x x. � � � �' �,r, � }� � �`(brick) ,�. ,�5� �� '��, A� ",, ! � I I �, x �J : �-." I � I i i - � i,' � � (conc.)I c a ' d m _ ---�_ � � � �' I I �' � �� I -_ � � , �'� �� I � �� k ' . � ,.� . � ' ^� �,��Y �; � � -� I I 1 � � �,- � � � � � '� �` - - r, i i I � i' � � � �. I � �° I ^� I � � r, "" <°' ar �� A�� /t �, \ F i,: t. � �� , �N`.' , �� F�,� �� . �I� 1� �i � I �� Y-i � �. ( �J x � �`�~ n �,��s �, � G s � � � �' � "�: o � � ') � _ �, ' � V � � 1 �� U� �� IAm� I . i i i ` c'� � I n�� (dtrt & stone) I I C �' � � I -i �: � � , a, ' � f ( I , � . . "r. � . , _ II- f � L � � , � I ,t;" ?� � � � � � � ?'� � � � � � � � � . _ � i � � .k � �,� � �,"''`�� i �:t� �I �. �' �.� � �� : � �� _ � � :�, � ,;� 'i `'�` � I �' � ( �� I � . f � � �.�.: � m i � i" W I �� - RAI A Q�IA HOLE � � � OR = � 3.9 � � � INV. N 26 80 I I � '�' �4� INV. S 26 75 «,_ ,.,, : �I INV. E I 27. 0 � � � � 30"�iCl�' m I I (Bu��d � � . � � 3 D � �� ,.- -, � �, ; ,,.~� � � - i , � I I � _ �� I I � � .. �� I � �� . I m m � I � � � � I _ 1 �y-." I � � � � _, �� ,�� i �;I I : � � .� �� (dirt & stone) � �.,� � � ..� �� ' ��_ � :, �� > --�� , , i i m m •: e � � ., I I I I 1�� { I - �' � � I I � � onerete �`'� �� wO/k,�� _ i� i I I I c � � � ' SC TBM �1 � � c c I €LEV. 835.86 �' `� � � � � � ,' ' W; .� > > = I I i I I � II � I' I I I I I I C C � � � J ��v . - �y- - � °'� m �, � ._� , . E v . .t� x {Y . - I I � `' I I I �., .' S' ,� ' sta' � �� ., . , .. < � _ � � ,��- � �" II I � I I Y�' I � '' , -- -- i i I I ; �� ; I I I .,� �' � I I ( tx � ` � , I I , __ _ _ ��, I „� o-, ' c c - �, , �'' ,Y'� ' � � '� � '� MATCHLINE ( o crete walk) � � � �� =� i � � ;? �, �' (dirf & stone) ��.• �. � � � � � . _ �' Y' �' i „" � ? I I � ` `�'� � `�� ' � � f �,'-' Y x� . > � � ,I I I I � � c c �, �;; � c'' ,a � m m �., r , G .. °i' :� " � I I I A.,'�' �"�� '�"" I �_ ^� I � � � x�� ,� � � ��istoneJ� �°' � � ; I I � � � � �: �� . �� i .� i i � � . " �� i � i i � �� .� � � �� i i � � � �� e . , � � �.� ( m m �. � � � I . `, ' �� . ..� n � 30"RCP ` i � ; I I � a w I I �� .°i ' l� � � �'i i ii . <'�' {�,I ,�, �-�" � f I I � , 1 ��- � � i i _�- I I. � � m r+� �� ° i i i , , � W. � ��° � I I � � �;� , � i `�� i I I ��' ,�� ` �� _, �� I ! I I ��., ' � ' �� 0 �F.F.E. = 830.58 �.. �� , �� Wa�' ^� �, � � .t� � � �� .� �:\- ��' � � � � �� ,: �i'. `�� n`�= °�' � 'u�'` R;' � . - � �B� � �.- �+ .� � ,� � �` �� n� � r � �� ': � ?';' > �'� �� ;�` \ �°� '�. ��, x.�� ,x �x . �� i � n �� °�� ,�- x �' ., �,',�;� �= �' �,�, �y � ti �. - �4�� -b, ,�'� � � � , ` .'° � .�, � E,,� �'� , � � ^�"� � cc � �1� � °.� � � � x �. � �� ' SITUATION SURVEY 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEETt NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEETt WEST OF RANGE LINE ROAD, 5 FEETt EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) F FIRE HYD T ON THE I, Donald R. Mosson, a registered land surveyor in the State of Indiana, do hereby cerfify that to the best of my knowledge and belief, this is a true and correct topographic survey of Parcel 5 in Carmel, Indiana. I further certify that this survey was performed under my direct supervision on March 16-April 3& December 2, 2009 and was performed in accordance with the requirements of Rule 12 of the "MINIMUM STANDARDS FOR COMPETENT PRACTICES OF LAND SURVEYING" as prescribed by Indiana Administrative Code 865, 1.1-12. Dated: October 12, 2011 Signed: �� °''�� Professional Land Surveyor No. 9600013 SANITARY M TOR = 834.80 INV. S = 826.74 ��,�.� R,M� ��i �� P �� S I � Q� � ��,1STER�O •CS�O �i :a: No. ;�: : * ; 960001�3 : * _ . . . .. ��i � •�' :�� I ANP•�� ` .� 9� •.....•�O �. ��,,,, ;; R' ,,,`,�� ,. � A CUT X IN THE NORTH BONNET BOLT 0 RAN CURB INLET I ` x`�` �, WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S � I TOR = 838.46 �� PARK. S � , INV. SE = 835.56 _ � 'e (dirt & stone) �,` CSC TBM #31-1 ELEVATION 835.87 � `� • DRAINAGE MH � j � � 12" RCP � TOR = 838.86 1 � ��'� CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN � INV. E= 833.86 � a n c� �°� ;� a � INV. W= 833.72 ��' ��' �^:� �. THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END � ��`� °�� ° OF THE FIRE�POLICE HEADQUARTERS PARKING LOT. 12"� RCP _ �1 a o II D ��- �� ,t�� "� �:�'�� ACE TBM #71 ELEV. 839.60 �� RAINAG� MH II �� y �} �` DRAINAGE M �'� 1`OR = 838.62 r �_ ' '-- ,��„ ;;�� A CHISELED "X" ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF ToR = 834.80 � � � IN1( N� 833.62 II RANGELINE ROAD AND 650't SOUTH OF CI T Y C E N T E R DRIV E. INV. S= 828.77 INV., Nw •= 835.38 � I INV. �S -� 833.33 II � �� CSC TBM #1 ELEVATION 835.86 I II I INV. E� 833.47 � ��,' ` �. "� �Y�,�` A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT � i � �-�' h�'�� II �-I 4" Chairback • q� � ;� -� ��Y �+ �� '2° �' �� , • � ' II �� ,�� ON THE WEST SIDE OF SITE ;1 II cu ' ,�g �� ` (asphalt) � < `; 1 �� r�� -�� II � � i �,• Chairback �� ' � � ��'� � ��;� �='1`� • Curb �� ` . � , , � #� ° �� , � � � � :e. , � "' �� "�`�� , F.F.E. = 830.41 Concrete Pad W� (Bullding under Construction) "' ° �'°� � ��: � �I ��; a i � "' Pump House ,� -- � �_: I v � "�:�� a ��`� �.� x�,., �� Curb hpirbaak �� `�. � � • �� ,.'�, �e . .�.�` �� cal�t�e iN�sY C��"*c�''t �s .e�n Ct _ -'v� r� 0 20� m � (n � . � 6�� ft � �dtR1L'�dir� 17T� r" As�n iMay� �ncalr, Ct �,c � @ ... . .. . ry �0� . �.. .. .. � 11��'i�l'rit. fi �)f �� X G�?� . K.Iltsktr�gh t t1 » � � �. _ ,a,, c n Autumn t�r � , � -� � � � . � ... ��:¢ � l �ti � SIT� � �' � � � � � .. �� .. �� _ � �� .. � a4 �� `� � � �"`�r,f,��,��P c7. _ ;`J;�4"A�G [,,t 1h�.�lb€�dga �t c;ra�ile C�� Crvar 5q ft�dyzp�int 17r � . � ar�xr�� t�r �, ' ti � �� , , � � � �� `�+` � � � � � � � �� rt � �' � �, zc�� „. � _ � ` . .�;v` _ . � ..''15�-. . �.:�� 4„L;� . . �n �;, ��ry�y`� �"vx\, �o ,,�'�s�, '3' � �:�� 1 c0 � b'� �..... '�. �.' . y,��. ..� ` •'�� :C<�;. ' .�. .. .�., � `°�i, ..'`, :� ., °1"�' � � . . � I � i, ..,,,,r.. '^z ° �� -. ., . . ... . . . � �e,• :..-.. . '��a. . �.� ., � , c, . : - ' II . ,a.�.. � �.� ,. s`.. , � r� ,.. . , �? . . . � . ,� . ��...... `�.:" . :..*? ,� - � `�'.°' ^c�... . � �� ,{�� . , ��. - ?, �', -...:oc.% . .i;r , � II , , . : ,� � .. _�__�_ ��____-----------��.---__-___ `�} .. ,> � , , _ ---_---_ � P a � .�.-^ , , . ',� ` � *° t _ - ��, ��,� � , � a � • �_ . ,��} ;. ,, ,M1 , ,; �.-. . o e . '�=� +�� ' - . I ashlt � � x � � u _ „��F- � � a. � , � _.., ;, � . :.� _-��>'� � v _.�� .�-� ,,',�� rass ,..; ^ � �9 � �,. , �I . � � _ � � '` � ':`,�� u- , , �:,�: �y � � ` ` a, �� t � .a -,. ` �. � . - ' � �, v �;: ' a ,� . y, � _ . y � . , �,.� > > �' (stone) x='� : li 0 ` .. _4., : ' " Block , � y i : ,� , � „ � , :."� � � �� .� � y -� , .. _: : � , � Buildin �� " � � � - . G ~ _. �, � . r , -.__ .. , . , _., . ��.: � , ,_ � � N � . ._. . . � � �� . � �.. � � � ( 9 � �, .. . �' . ; � �� ', �" � � ',. _ _ � � � `=' ' �:�'TRENCH DRI�) � - - G -'- � - G �- - - �- �.. , .,._ -- -- , ,. , �_,�. ,.- _ -- �F _,. ;. . _ _ :, � � ` " ; TOR � 83d.8 `' a „ c.. .,. .�'t,: . � . v• � ..... . � . � � .`ii�,±�;' U . . <:�.�� . �:. �. , . .� ,� .. ... , . ,r, ., � .. ' �` t r.: ia .. .. , " . . . . . ., . � . .. . . .., . .. ,. . .:2.' ., . >..� . ,�:d .. .., ....... : . ,.� . • C AI�I�/ SW ' 3. t Si9n I , ,� � ' , .� �`� , - ,,. .. , � �. F.: >:..:, -. �o I � . .: , , � w� v � . r � , ,. � ; . >; ;��-.. -.;' A. _ .�:' M I . m , r �.� ;. v. � o _ , ` I ,. . _ _ _ .= a: . v ':' ;,. s.� _ o I . a I� . , , _ :�: , .., � ., R ., _ = ,�. : / " ^h c � CUR� INCET E -�. :.. y . ,t.� .: . .. . . a-.- ,,ti �„.- O 3 O � � -r' , .. . ; . ..... �-, <>_ ,�, , �*,° _:; F.F.E. = 829.83 �; " m,� ..� rass _ N � _ � �. <. - , , a � �; . ,, � � f 9 ) ,� °° � � TOR 837.49 . , . � � �, � � <,.. m � �� z :,., ' T ,. �,�. '- , ,`';` ... s �. I � _ � > _ ;.,. > � : ,.'�' ;.�_ ::,: .. ;>e:,_. r,' _ ,,. �, , , NV. o = ,, :.; ,, . �.,. ° . t. I $E 834.b9 y ° II . �� - , `� . �.- �, � � . � � . F ,<.�. t� , � , �, � „ � ;. .:�:. I �� ,x ,em > ° °-, , �,, . , .._ ��s , , �, __ , . ; . .-. . �, . .� : �� ,� � . . ..__ , ' ._ --.,��. , cy ,� ',., � c.�'�.- - � �.. _. _ _.., __ . . �, . � c,�� ;t�� (conc.) �,�� >, �,: , _: �'` .� ,� _ _ . z �.... ,��-- -_ __ _ . _�; -� �' � .;;a� 4.- o; ,'h . ; � .., �..A. , , _ �._. , _: � �.'�: . .... _ ;,�.. _ . _ � -- �,- �.. >�v� }r. ; � �. �. rv � �.._ ��. ' ".' � � II w. _ w ' � ; > � � `^; � , �_, � �, ;' _ _ Y� I �� d., °�- ..� ,: I � � � , . . r: �: .�: � � , �� v.. . �_ , . � �� :.. � I ' � , , , e �:. � _ .�. ,;, ; <:, .� x � ,,: , . .. � . . .: , ,. ,��t .,.. .. .. .. ... . �� , N . .�.. ... :. .. . .._ __ ..... ;� . �g. � . , I I ` '�.. . �,. ' �.. . �... � � <.-.. ... .. ..... % ,� < _''; . .;+.��.'? .. _ s ,." ;. .� _ 6RAflVAG�, M ; ,' '; ,-, I � .`�� 30„ : .� :, _ .';, �,, , I -�.--� -RCP ,.,. _ _:� TflR � 834,�3 ; � v � �- �„ ,, ,.'�� r�`� � . � �� .. � +NV, N��.= $28:55 �•��"�� o; I - -`=�' h �. INV. t�E = 830.48 ., �r o I I � *' �"� (�AINAGE M� 12" RCP� ��ir�u. s =��eza.s� S �io° v - � �� e= S � ° =' , � �'° I INY. N _ .830.56 I I INY. NW =' 833.31 I Ex�:CUuv� Cir SY Cat7TTC"I (�I' , . . . T�� , t��adit Glen [:t �� A � VICINITY MAP NOT TO SCALE DRAINAGE MH TOR = 837.33 INV. E = 829.95 iNV w = s2s.as INV SE = 832.35 � � 24" RCP _ �� _ g" VCP _ _ _ ° - � ; B INLET c ` � TOR = 835.88 ° stone) I INdf. S= 82 .29 II I A � �a INV. W= 832.43 � .h x � � � iN�. E= s2�.s� j I: R W I N O N A D R I V E . . , :.. '' SANITARY MH ; • � ( < t- I I T: I I I I � �� _ W ; ' � TOR = 833.45 � � • u. � � � (grass) INV. N & E = 827.30 , " (asp�alt) '� � I �� I I ' . �� - ` � � �, � � �. il ;: *-- ,.,. � -_ . i ., r;;, � � � , I , . . � ., i ;Y � � �� r, � � �, � , , �, � ` > � ,,� ;- .�� - ,, „ � � - ,, , . � � � � ��. r�d ree� _ - a� - .:�. -. , � <,t� , _ �. �,�, � ;,,, � � �� -4 ain � � � {�., �� (stone) �9rass) � ` �1� � � � 12" RCP�;�.� > . „ a , „ , < .n. ,�� ; � " �y �m ,- :, �� - � �- - .: �..- . r �� .� � � � � �� A r � � ' ' � �� , �. n ' � I ��. � ;,��; ,��I�a � j ( �� II �_ �� ; I a c�' � . ,� �w`� ` � � �- � � � �� ( �M � �� =a �� I� � � , � �� t � N '"� � ` �, ! , � ` ' ' b �Y ' \ �� 'F �Yy . ' i ,� '1 , � . � ` J \ � `.� � > >, �. . � �� r� °' i �} " � � - ta� � � _ � , ` . , � �� . ��,. �, ` ,`�° �. �� s3s� 0 � �� . , � f , � ,�_ � � � � � 3 • . \ � , � 1 . � I I : � �� ' ^�`� A � b, �' � I ,- s � a � - � , �� X�� , �� ° � `� �,�� p �� (a�phal (� �}> g J �� ^�� , . � � � �� I �� SANITARY MH TOR = 837.81 INV. N = 828.41 INV. S = 828.51 INV. E = 827.56 INV. W = 827.53 BEEHIVE INLET TOR = 836.56 INV. W = 833.91 , q,-� � 3 \ DRAINAGE M I j n� l� � i; " Chalrback �� ,��`' y,� �3 \, � ' I II 2" Chairback A � ' � ` ��'�` �� T R = 834 67 � ,��k' � Curb `� `e` 0 . i . -_ �;: a� � � � � �� INV. N = 827J9 � � .'� �' `�� : �� ` � - �.�` � � \ � � INV S = 827 77 �� ` � , MATC�LI N E . . N I � � .�, � I Y � �' ��''w �.�Dk � n � I I I 3 � ^� � I �q� h I I �'y`� <- �� , � � �� W•'1°' 2" RCP ,�3 � � � `� \ � � ° � _ �;' Newark Vin�ge � � �hcishr�ne 3?r � Q 4 � _ � ; � � �� ° � � Q � 3 � � �'d Fs�� Y�4Y� tts�� 5qt� � larkcnn C2r1 ��', � �aka �•2�J�i9FiAYTEO cx TFifilY�� LEGEND: DESCRIPTION: �- SIGN pd WATER VALVE � FIRE HYDRANT � LIGHT POST SQUARE � GAS METER � CLEAN-OUT � ELECTRIC METER BOX � GUARD POST -� LIGHT POST ROUND � WATER METER � AIR CONDITIONER UNIT EH ELECTRIC HANDHOLE OO REBAR SET/FOUND � FLAT GRATE INLET � COMBINATION POLE �P TELEPHONE PEDESTAL � POWER POLE CONIFEROUS TREE & SIZE 12„ DECIDUOUS TREE & SIZE � 36" BUSH QD DRAINAGE MANHOLE � INLET � CURB INLET ;� GROUND ACCENT LIGHT � GUY WIRE -----wrR UNDG. WATER LINE -----c UNDG. GAS LINE - - - - - ur UNDG. TELEPHONE IINE - - - - - uE - UNDG. ELECTRIC LINE VCP vltrified clay pipe RCP relnforced concrete t e PVC polyethylene coated pipe � �ti -„ .�-� �. n r � � . . .., �. ; �� , 1 � � �� t � �� , ^ry ;� ��- ��,' ^��" � °;�, , '!'� . � ��,:� ��,, ! � � , I � CURB INLET ' � � o �� '� ,'� x�' x�' '� � x" 4� �� x�� '� � �s r�'� CUR� INL�T � � � � : Q ( "P TOR = 837.08 ,`� (grass) � OR 837.Q6 � I II " INV. W= 832.88 ' �� O� �, � _ � aN N '$33.�5 I � � . Q �� °a �_� �<: �,�- ��,�° ��° � � � � (1 RCP To �.) � � � � ❑ �� PREPARED FOR: � � �� `�� `� �, � � �� , �� .�� ; " � �� ;; � CARMEL REDEVELOPMENT COMMISSION � '� ��`o ��, �� i � �� ' � � ll> � 111 WEST MAIN STREET SUITE 140 { �,� �� : r � I � �� ^`�� I i�`` _� 9 '�;�� ' , �� , �'�� °�� .� �� , ` `�� `� � � � , � a , �:=� m q �� CARMEL INDIANA 46032 � x i a3' '° ,� _` � �� U .�,�' � J I� � � � � � �'�' �y�° � ,�= � � DRAII�,GE I � I <� ��'� `�� II � « _ � � �� ' �.�`�� F<� NV.�SE =�3�1. 5 M �� ' � � �� '� ` G � � � � � � 1' „ � '�`- �, NV. SW =�83'1. 5 � � � � ;, � � I� � � �� c � � �� ` CiJR�3 INL T � � J ; � �� z TO R = � �� 837. 0 � � � �� II �� -�s''�'�� t{JV. N =1 ��83`1. 0 � a ��v �� , � � �NV. SE -�; 83i1. 0 �, :'` , E � � ' � . N � � � � � �; �; , � � y �� = �� ,� . � � 4,. , � ,� � w� s � � (9rass) � ��: -" �" �� . ,��- � i `�. �.`� �� z�% ��' .._� �� tt �. � . � UTI LITY STATEM ENT: The underground utilities shown have been located from field sunrey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. , � i`` ° i ��f ` �.� c = :_ � � +,��'' �: � , �.� ` "`�' �� „. �, � e ;. � _ � �� , � � � ,�: ( "? ' ��, �.�� , .: �� . }�) e � k I�t�F x �:� �'.e j � �.\#_� i` . :�.F .� � ��t'[r"F�x`ffrt��'. c`� f.�!f�P.r {>i.'=,°±�f;��i�°(` PARCEL 5 SURVEY MONON GREEN BOULEVARD CARMEL, INDIANA DATE: DWN. BY: CHKD. BY: SCALE: i oii z/zoi i M LW DRM 1" =30' PROJECT NUMBER 1 1 -06 1 SHEET 1 OF 2 SITUATION SURVEY � , � � � �� - �. ; , � � � � --, � ��, �� < <�,o ,� ,:, � ��`� � , � �,? c� � �� ; , , _ - � !, ,�'` M � . ',�' v .. � �- rci C - - � u�, J.� I � h�%. > K „�^� �,� ... . . . � � � � y • �;, y � r r � � � � : . , - � -+ % � � .. � . � � � �� ,. - - - � .�,� � y u , ,�� a�' x r. i q,� 4�' ��M' ��' ti `� � ,� � ' � 839. 0' 4 � � ^��' I I I .F. . �` � a . � �t : , 4= � � � .� � p, �. � � ,s.,{a' x � ' -, �rs t x '� 43 ` �°� t,i a, `- � � I �� . I I '�� ° � �� h �,'� ' , � �, � �' �� ' ��°`' x�� (a�phal � r' , x x�� . � - � ' � - �� . i � � � � � � __' .. � . . .. X `� . � � � f ,�, �' ?,� ' f b��` � " x � . I) II � - ; � �� . � : � � � �� ' �''� ' . ' � �'•� � `� � � � �� " Chairback � � �" � A DRAINAGE M ;�'- I � �� , `; k ;` f Chairbac �.�^ �� i I I I � ,; , � ti �. � TOR = 834.67 f '� � I Curb II C rb � i � , I I � ;� __._ . � r � � � _ � _ -_ __ ,'�C+� _. ' � INV N = 827.79 � c I I I�' ��' I m m I_- - V. S= 827J • ; 4 4 ~ � , _ - -" s� � -'.�t�� ,; �' � A. � � IN 7 �� I �� `�� 1 � � �' �� ' � �� MATCHLINE �` � �� ;' � , � � �i Y � � ;�� ,�� ,� MATC�LI N E � ( o crete walk) ^a"'I � I = *ri �,`° t� ' ��' r`' ��- �`�� , `�. ` V � 3 I � ..?�� "' '�n `�" g � ,, � � a� a; � o� (dirF � stone) �` q� �; �' �� 1,� ,� I I I ��`� � � � - �'� �, ,� ,� , � � � t '� � �� q3�� 12" RCP II � ° � - n � 1 . � � '�' � x = � � �., � � I "^ � `� � ^� _ �e' �'� ,�€:� :�`' „ �,� �, , , � � ql" �'` •� �Y� � � �� " n� � � � x �` p �. ,' �. �� 4' ,��i" \ �� .��'01 i � I y `� �?� � � ��I I � a `�' a�> ;�j '��'` �,�`"° �, �`�" \ �. � �� - � o � � � � c� CURB IN�Ei c c i ,� � � � �` �� ` � � x 2� � C B I � � �� I �m �, �� " m� �� ,3' � �� x x�. .� �' , ,� �� x UR�, NL�T � � � : Q �� Y TOR = 837.08 � � �` ` I I I I �� ",� � 2" ,�:- ° � (9rass) � � � � � �OR = �837.Q6 � � � � � o INV. W = 832.88 , `� �° ( � � � x � " � x� � �� .� , �' \ t � A �N N = 833.�5 � E . '�� I I � �� • �` �� ti� � � A (1 RCP TO �.) I � I � ❑ II �i m I I �� istone�' ��,, �� . � I I � �i �i. 4� `� � � � ` � � �`� °' �r I � � �� '°' �,,��' ^�s.- � 4�„�-� � ",�' � � � .j � ' . � . . , �� 1 �x.Y � ; g�y �h� ' a � ; � I� ° � � > W U � r�,"� � �� 4�' � �; I I ,s�`�. � c��o � `� ��` �� '"`� � � � � ^..' � c �'�' � �� V � •� �+� � � � � �� c � � � � � �, � �- �, , � � � � m rn x �'�' a- �'hk'" �` �,�"� �� Ga" �.-W ,�,y \ � �� yy� �� \ I I � Z �, • r� , > ^ � ' �t. I ' j ` � = � - �. � � ' °" t � , � \ � � � �` J �� » � o � �' �� ;' a� �'�`� �s� �. � � ° .� � 30 RCP � � � 'W � � � �� t � �4> x,�� .°�� '�� c�� TORAIN� 37. 5 � � in �R�,�'�`�` �`. I� W �� n �'., �I � � � � I I ' � : �`�� \ �''' .,��' 'y' NV. SE =�31. 5 M ��5�1 . �� y, � c� � ,� � � I I � � �'�, � �; �� .��V. SW = 1831. 5 � � I � ��t� � �� v� �'� i I I ^-°`� �, � � � a CUR�3 INL T � � o C INLET � ��' ��' `� � � � ��-' � � ti� ��' ��-� � �,� � � � � � � � TOR =� 83�7. 0 I ° Q �� ' TOR = 838.18 � �� II a� �� I I � � � �� x�� ` � � �V. N 11831. 0 m ��.f , � INV. N= 832.58 ' � NV. SE -�� 831. 0 g �,'. E' � II � ��° �'� INV. E= 832.58 I I � I `pt � . � � � �('� ,�'` , . . . . . � ��''� �' � � ,. q� g?� ,c5 �, Gb�' o �&s �. c��' 4>"� .�• INV. SW = 832.5 I , W . �' < � x� I D N ?"�{}. �.t y�- h� �F.,� - � I � � „6' � ;�: (9rass) �y �` �4� � � �4} � �,�' ia» � � '�,�-��'� �� I�' q�� ; � ��:,'1 � ' � � .g ��'`i �;=��':3�'��' g;?c�� "`�`� x�y�'� '�°�� x`�� x "�� y �� 2'� C. I � ��t`�� * t'7�� ,�� - - - � � „�'� • �� x � �� 7 .� I 12" CPP � ��,; � � I c � \ � DI2AINAGE INLE7�� ' � I � � �� p �,. -�;�� 12" RCP INV. 829.89 �;;�� I m m i � 1'OR - 833.79 a� � qRAINAGE M�I \ ��y `� (co .) �� b�` I I I � wIINV, S= 827 69 I�I ;� � I pV. N�38.48.51� I�c INLET ;`' I �- . M � � � ^=^� � I I , � P.I T,UTORYI LIt�ITS� 0 TNE z `� � W S REGULA ED D AI EASEME � �,`� dirt & stone �°" ''` � (grass) a � `� IrvV. N�-= 831 61 � II �.�„�, TOR � 837.77 �... J. . H F.I q ( ) �, ' �,•� � I V. NW 31 01'; �� INV,� NE = 832.52 � � I I � I�V. S $�8.51 � INY. SW = 832.22 �,� � � � I �I I =, �*�°`� �*�' �'�' � I I << CUR� I1� �ET "� � � x � -- � i � J I � � � �� , � � �� 4��`' ��`� � � 47�� _ .�� ,._ I 4 (TOR '$37.56 �I czR I - , �;, � c � �?� , „^, ,� ' h, 'Y , INV., NE = 83 O6 �I k .. �- ;� 6�; I ,. � m m . _.,��' � ��' �.: ,. kt.° �.,..�, '; . :� <:.� '�' � a:>� �`IN �EO �'� `t�� `�` � . , � 1 I �� ,,�,. .r .��, ,, .�, �.�� . ,b. �.'V �;'° n I � W 6 ,��' � 2, ,.. . . '� C �-�.. I . �., ;, a, -: �:. .i Y.` h '�'• 'S rC ' � �, ,.vy I ,`�'.. � ,,• #`a1. . I V.iN $3 12'� CPP � � � , �� I Y ' 6,� PYC � �'� �>.R, �� x �,' I �� I . � I � ; II �� INV. = 829.79 I �� I I I � � �� p �. � �, No Term�fus . � � �� ; I � � a� � � � � � � � � � � � I . � � � I � � I I � �� ,� Erript Du'cts "; � '. �,°�� Found .,, �grass) �,-` � � � �I I I ; �;� t; � ��. �� ' � ��`� � . � � � I �_ storre) � I;-� y � � �-" �';" �'� �\ �'� �' �� ° � 4 -- �� I I I � . � � � �'�� r� � , ; u� � � s �; <�, ;� �- � �,�� , � � �� ° I Y � I � � I � . �„ , , ,�'#` � : I �' ��, , -' � � " ; ;� } � �,� � i �. , _ � - : � . , ro�`' � �� o �� : . I ' � , I � , _ �;�' �' � , ` . ,:? _.._.� ,M�� , `�`,+� �y"a �^'��. ; �' .�_, �'?� _. ,. ,. l �� ', a �t. � -i • �,- � � ; s� � .. �,m ? , ^ ��`� i' <;,- � m ' I �, , , . r� ,; � j ' � � � �` �. ^ �� p,� �`, � �c, ; ` �„�� _ � ta;�' � �`c��`' t�` , 4 �� m C� .� � . °� , � � .� , � _ _ � �. � , � � � ,• , � � I . . . . , �`3' .�.��' : �.:o' ..,�tJ ' .?^*' ` �. , °��` `' \,., � ..... . ... .__. ...... .. _ _. '`'� .s.s„ c,�,-' - h - � ;c ,ti�'� II � I) � , ,.. v '_ � � _ � � ', t � v 4�' i �' �y=' j 4y' ` � �, A `- �`�. � � _ aa° x `�� rc'' �"� 1 �a�y � � ,, � � � � � . , � `- .._ --._ �_. .._ , `, ��., � � � ' ,,� �� x , r'>� �;`�',' � t �. `' __ __. ,��,y' k o ;,k� I x" o-;� � �-.� � � �� '� �` � �. �;�' ,�'� � � n, ��-..,. �._ .. _._ _� _. - - ,,>;� ,�" � o ,,�. 5�� __ � D AINAGE MANHOL �' I �. I �+ I I , � �- � � �� _ _ .__. ;�F3-_ - ��•�� v k �� II � � � . _ w , �, . I u� � ,, '� � ,� � > � ��,�. _ „ _ _ , � .°,�, TOR = 833.0 �: � i I I � � � << ,;•m. �� _.. .. _ .. _ _ _ ___ �' � • > . � � �._ . � � �, �. �, �. :,. o � .., r _ � �, I �� _ ' � , ., � _ f� � _ J „ . � �, � 4.' � INV. N - 826.15 �r � f � � � � I I g'� `� � �- ' � . ;,` �- I `-, ;''� t DRAINAGE M� `� ;`*5�` �. � _ �- � � - - - � �-�3� ~ __ _ �� cv I II � �: '��-� INV E = 826.44 � � I �c 3 °R P �r'� _ ''' � � ... � h � .a - � "�'� C�, __ �� ,�. � � � �� ' `'� „�� • - � � � F x� h> TOR = 834.66� �;" ��- s.�' __ � %' '°Y_ _ - `� ,,;. 'DR�INAGE M -�, I V. �SW = 82$.98 I � '. 4 `; ,.. ..°� _ � ,„s. :t" .,r n�y_.__. _ � r� _-,4,� _`.w;` ry, g;. x � ..� , q; � , �`x � 24" Chairback � I i � I r�- ,��; k�. �, �, �, ..u. ,, � p�,� , . . %fi0R = 838.31 p �� ,. ; � ,r,�, �. . �` , �.a , � INV. N 832.14 � -�c�-� � , �__ % � � � ��--+ 9� <`` '�. .. `� INV. E = 826.64 a �� ,.. ' _ ' ,_i � ? _ `� � Curb �s � �� ,.., 5. ..= fw�;� _ .:� . 1NV. N 827.40 � < DRAINAGE MANH LE « , � � `.. ` � � ` INV. S = 826.64 �°' �'<�'� �� ' . -� I � � `� �' �� . �"�. � ' � ! �+� I,�; I�:`�` ; � I I 30°RCP I ; ,�o• �� DRAINAGE M ,l rv � ,� �_ h X x w`�� _ FNY. W=_8�36 , s � I (I � �� ;. �a � '°� TOR = 831�85 Q �:� I,w,° _ ; � � � _ �NV. = 826.53 -�� _ ,';- _ � ,�R A, �.,;� - - - - - „- - - - - - - - - - - - - - - - - - - - �, � I � ,� �, INV. NE = 824.90 �Q,G ?; ,�'� a.,� ! :-. - _ �;= TOR - 835.18 a, . _ . - - - 42 RCP - - - - - - - -�- , - - - - - - - -� _�` 2�-�-P - _ l .- P�. � � a � � � � I ' I I I ;, , I , �� . . _ , - --' � � ..� INV� S= 825 00 yb ��"`i` � . _�,, � INV. W- 826.25 � � � I I � �`. � INV. E = 826.26 N � _ 3."_- ._ , __. 3„ .._��. .. - _._. _ ._..� 3 i �,. . _.3» 4� �j�;; II� �i �_y �asphalt) TOP OF WEIR S= 826 33 1 V I a . _ __ __ � � �� ,��' .�, CURB INLET _ 3° . ___. ._. _. ,� g _.. - - ET - - - - -(�fi ��I „ I .� � r+ a.-��.:� ,... _ z� iNV. w = szs.�o I !� I I I _ '! .� . ,�>`� ,. � � _ �.., r -: � ,, �� _ _ - � ---o __ � I ;. � oha ), �:� ��,;.�: .. � si __�- : , . O AQUA SW �.; N OLE � � �. �. i ) >.. � , >,-,., , � _M. __ _ as halt • ��' � � r, dirt & stone `'� TOR 835.84 � INV. SE =824 5 _ I �`' M . � , _ _ � __ - I a ��4'� I � P �• -,�`�,�;,. 36�� RCP TOR - 8 r� � c c y`, >. , I ,.'-: .�;�' ' �;'' I o;= i t`INV. S 833.22 ��" -- ------ ------ -----U. ---UE------ 3„ � � t2>' I��;w`� .. �. � _ � . w STUB-OUT � INV. = 81 .¢ � : � "' m ; , � _°- � �g;� ;�� - - - - - - - - . �� . - e, r , � �, _ ,- :- � _ � �, � i I k� � o : � o b�v n�, � F �� ___. DRAINAGE MANH E = I I � W I �I _ � � � `� � :� �� " �'��'� ,-�. ' °" � , ,. � �` ' � I M I`��' SANITARY MH _. u w �;,r �� ' _ � . . . F_ � .. . � � , ' � r- I . �. �,.� • � _ � ., . < ; , ';' , `�` � . � (stone) � w�" � _ � s" �.', , TOR = 832 61 �n ,,. �LE� - -- �; � ' _ . a �:' �. c� : :. ,�,- �:, , .` ,e; � � II TOR = 838.57 :^�` �- �_ �V\T _ 4. 2 _ --- ; � T R - 32.69 � >' �;' � =:: " ,, c � F,.. ,� . CURB INLET . � � INV. N = 830.68 � ' CURB INLET + '' i,. 24 Cha�rback ' ��' �� , � �,, � INV. S= 830J4 _ r_ ° ,;., .�>- I c � ' � I V. ? 25.14 _ � ; `'' ^" '�, ' CURB INLET � "i s '. ` ' TOR = 837.80 TOR = 837J4 t�l � � °: m _. y` ° � � � I -''� DRAINAGE M ,:� TOR = 835.91 �� Curb M O N O N G R E,� �I B O U L E VA R D INV. S=,835.47. r y£�{�V. N= 834.65 �z�„ � I \� -3_ - • DR N GE MANHQL� I � ' � _ i � � � _, TOR = 834.90 � .h.` .r INV. N = 833.00 x�� as halt) � : i°, t�``'=ry ,:x��., ,; ? ` INY: S = 834.74 �r.�; �:. _ � �w�R BEEHIVE INLET _ �_ r,cTT01�,� 832.3�f-•' ; 1NV. N = 826.42 �"' INV. S = 832.95 "�� .,=. .,. , m�N � P ,,v; ., ",;` �, ;, �,.., , = -l`'• w.' ( � TOR = 836.98 � t ` INV. = 824.81 � _ I I I :.� ' � _--, :, __ -_ _. ' _.�:,; =' - ' � � - . - . a. ; � _ . � .I � ,-` I _,. INV. S - 826.59 4.., �:, ; } :. ..� � <<> ._ " .- - ^ ' (9rass) 18 RCP� M f" INV S _ 833 88 �;.: ; _ �. .. a/ � nti' x� � O `.`- __ ,., ' ---"� �- -a : s*-. - - INV. E - 835.68 _ � _ , � V ., � ,: 6' temporary ; >. INV. E = 826.23 ' ` rass a>,; �.._. - � <� , _ _ _ T - .. _ f � ' =; : .. chain link fence , , ; >__ „ �9 ) 4 q .. 5 � x ; 4 ' - - '_ : : -,s;'.`� -- �;.. . , 33___Sif�- _ � - - S .. _ � , . ,_ , < . � � 5 , 4 �,�'� -� _- = - nE - - -�----,. � _ _. _;�� - ;,.--c�_ _ � , m �1NV. W - 832.85 � I . ' , ,"„ I • ,. ,., :< , :,: � GP i� a; ,° �=-- �- �- -� � R-?'� '��- : • I m 8 P � � .,, � _ , D �� .. = - �. - - - �. w k� � vc .� QET �.i_ •t:, ,. � ,,�': _.� _ _ :. . �� .k,.. �... - - _. � - - - . a -=� '-- - - - I � � , . t . . _ - � - � �� 4�> m c ' 12" RCP �.-• � ,., a (concrete walk ..- . -- - e, ��. f , r�. .:,: , �` � o � I ' �"'�-�:, .' -,uw -` (concrete walk� � Z � � � �--„ ''-- ;, s concrete �. . _ � _ __ ` �,, : , , �� o �. �O � � � ,� � - - � � -� �' � � 12 itCP � � _ __ . DRAINAGE INLET -, _. . � ; �.�, ; ��, �� , , 9;~ � p "' a I = D . , r, . .. kM1AGE INLET _ _ ., . ., � �: __ RAINAG� MFi- ,. - �, � � .._._. � ; , � ��?�`•' "'�' d., � _ . � a''..-�As; °b � r,�. aII e .. � a - , TOR _831.44 ::,- / , � 's, � ": � ., �4+ <�� o_- � �` _ I � m � � �, , ' ; -� ��`�'. ,-<: ^� �, ,s, ` n� . " .,�` , ,,, ' � � , . _ __ _ __TOR = 83 .�t ___ T R = 832.80 _ ___ _ . ��, � . , � � . V � > � r � 1M� 82Z.fiZ - - - _-� - - � /v .; a � -. ,, , .� �<- � . DRAINAGE MH I , , k _ __ --^�*t .. OET . � ; ----- --- � � ._ =�2 1 � - _ OET - - - - - F - - _ .,.r OET DET V - - - - - � - - OET �, -. ,. „ _, � � �- '� � _a: s�'? "," -.. -c^ `,�`' :' �` ,,-�. � >,-�.. ��{�. .a - �> � �� . �, � - II - - - - GE DE� - .. oEii �� 9ET � 2 � ' Park 15 1 ' .. �. , � c� o - K .��,° ,'.' DRAIN GE !MH � . ; r .` � I I o stane „ � . n c z <�: �Y ' �' _ ,. 4- �' �, co , �a TOR = 838.21 � . . . . ..�' . . . r, �� d.�'�� - U r, I � � ) 2 CMP ... .� y c 2 � � k.-_ 2 CMP � c -� 2" ,� A ;'.. . �>. „� .:; � DRAINAGE MH DRAINAGE MH "�`" � INV. N- 834.39 i � � ._ � � TOR 836.09 �._. � W . ,, „ �' � ., ,, �+ 2 �°, , ��` '��:,�';�`" o r , a• TOR = 838.85 I INV. S= 834.51 � � I � 2 _, � " . I �: , , _ _,. �:. ,. .. '.,' , �'�� , � ,: i .°. I, � _ __ , � ..`, _ � � , _ �_ . \ !! _ . DRAlNAGE M ,ii ;, ' -� � INV. N, _ 831.57 , - t ,. ' V. N = 834.22 � -. I I _. . ,�; � __. � . ,. �_ . _ :, TOR � 834.03 �.:: .: <° INV. W,.- 825.93 ; � . ;� �� > , TOR = 838.27 C�1RB INLET I , IN INV. N= 827.97 ? j , =:, � -- ` ' --� ` - � � '^ ` ; INV. N = �25.99 ,< � .. INV. E � 826.45 INV. W = 827.07 INV. S = 829.53 _ I , , 2 (I r ; ,: � I I I I �- , `. AI#�CGf MANH�t€ ..; k _ .. \ _ ;, 1NV: 4�/ = 8�6.63 �� I �- `° _ °'' INV. E= 827.13 INV. N= 829.85 INV.�N 835.00 I ., .,�� , N �I , ° � � �� ' � �-� . . �� Q f LEGEND: DESCRIPTION: � SIGN pd WATER VALVE � FIRE HYDRANT � LIGHT POST SQUARE � GAS METER Q CLEAN-OUT 0 ELECTRIC METER BOX � GUARD POST LIGHT POST ROUND 0 WATER METER 0 AIR CONDITIONER UNIT EH ELECTRIC HANDHOLE �R REBAR SET/FOUND � FLAT GRATE INLET COMBINATION POLE � TELEPHONE PEDESTAL � POWER POLE CONIFEROUS TREE & SIZE 1 L �� DECIDUOUS TREE & SIZE 36„ BUSH OD DRAINAGE MANHOLE � INLET � CURB INLET ;� GROUND ACCENT LIGHT -� GUY WIRE -----wTR UNDG. WATER LINE -----c UNDG. GAS LINE - - - - - uT UNDG. TELEPHONE LINE - - - - - uE - UNDG. ELECTRIC LINE VCP vitrified clay pipe RCP reinforced concrete i e PVC polyethylene coated pipe I I� I � � � TOR = 832.72 �- . INV. W= 827.97 . Park 2 �. __ �� NDERGROUND INV. S= 83'S.91 °�� I � � � ' '_ �� ,_ ark 3_� < �� RETENTION SYSTEM 4� �� ,� _ • � ., I I _.,: I P r, �� 18" . �� 1' j* � f �RRATE838 38 � I � � < � � w-,' � �i°k', �- �PER PLAN) �� 4� ie I�� >1 �� F.F.E. = 839.91 INV. N E = 833.96 � � � � � � ,� : �-� , i�G�,P� 3 t� � '� � � �� > Park 11 �� 2-Story Brick � � . - , . , .,, I I � _ � , �� I �:;: �°_ �� cuRe iH�:ET ,_`, : V E RTI CA L DATU M: :, = > , �� . � � << r. I �' �>. � .,� � >- � ,, � ; � � , � � � � _ __ _ �� ': '� TOR'� - 8z�5 10� � �' =' .. Building . . . I : . . . . .... . . . / . . m � �.... - . . .. Y .. , a- 6° Conerete_ __ � �:. _, . :�_. ' . . .. , . _ .:. ": '' ,� _ '�, -.. . . `':; �,'' e ; �,.. ; . _. - ,�:: ...,�.. ,�...�.: n�' ._.._ . ... . , ..�" . .'•`� . W �' Curb t ica� - (asphalt) � �9rass) � / �, ` m � `+ i, �"' . ..; INV.' N - 832;35 ,3 I 4 �. � �.,. _. �YP ) > , i r ' � _ I l �.. ,: _ �,- a ,: . I o i� ; I� �, � , � _ , ,. I ' I � �� - m ND ERGRf31i ND 1 , � x � �'` _n � :. = _ a� _, � � il`'" � " - . concrete walk . �� ,. ,.�� _. w � � � � �. ,�_. :.� ..� �. �.� . � � (. � rr: . �� -, � � ,, � I ,�� ass �� RETENTION SYSTEM 1,,.,,� �� __ �: �.. , � ,:,- y,�, ,, ��,.�, I � .. , � i9 ) _ _ _ ��.. �:, ._�. > � �-. � AQUASWIRL MANHOLE �.� � ,, .,,� �,� �,��,_ �� .:_: o _ . � . � ,, �, �,� � �I �.,-�. : n _ '; ,_ : . . , , � : I I �P€R �i.a,�) � ,fi. , . . _ � ��,;• , .. <: n . \ TOR - 833.77 �.:..� , � � � � ,v,,.. t ,,, �a �. . -, ; ` .. , � ,. ,_., .� a ,;:.-:r , . :.,.i <.._ * I � . �>, , ;�, Chairback r, a. , . . -�: � � , _ .. -.. _ _ , � <, �„ _.- _._ : tw. ,..., ��, _�. Overhead .. ' . ' _" _ "� � m- - _., , \ ,� ,� ' � � � ' ,;� � Curb _,. I I I _..w ,.- o t.- � . .�� 4 4 �I �. � Park 1 1 ' . .: Bulfding w �., a � � >. park 5 �� » ar 1 F, x Y.. -.'� .� � � � .' . a - . . _ � ;..�: I ��W P k 3 I . n. °v : -a - _ , t,��, .$ � , , :� r , �.� ' ; I I � �-_ _ � .. .. =�' - - • , � � � `� � ��, � �` . I I i CURB � INLET � N ' �z.;. `, � '` � , . . � � � . � ° . - � ._ � `� � � ; , °- - D� - `,� ` ' ' ! . TOR 833.6� �, � � ,� cy4 � : x . = 829.45 � � ..� ,."` I � ,; �_: _ ., \ t._ DRAINAGE MH . . � ,- � ' �� _.. _ - 4NV. �J c� �° <�. . �. . �` 4''' as halt - -i', \ _ __ _.. TQR _= 834.47 `r � INV. = 829.42 � 1NAGE MH '�,�•, � � - .,,.: ,: � I __ � P ) � �. .,.�°" _ _ . _ j (�� 1I , II� �R '= 834.96 � , , ��- I _ + .;, ;�:. � :� ? � , �,=� - �� ..__ _. INV. N = 832.01 � f _�� •w. .,. (asphalt) \ _ _ I�, �r ;� - : L _ ,� , � F.F.E. - 839.99 I ; ,' " ?' `ti>' _ . ` ' L_ ,�.;�..._ . _ t� _ ��-> CURB INLET � �°' „ , _�: ; � .. . „ ��y y INV. yl = 829.70 {M1;" x� �' G t. Y 2... _ - _ _ _ _ �a• _ , �: �.� � � z. � � �� k .,�., '; -- r �.� a A.� \ � . , 18 RCP , .�'`� I 15 CPP °° -� .. �., ; > > °� �',, � � .*' 2 TOR = 832.56 ,,. : � �� " � � � INV. S = 831.49 ,� „�,' i I t ' ,�,�� y „ >�`�' � o �� j - �� . 4 e� ` - - . , �, ��_v. ' INV. E 829.04 �. � -� r- �• � I I g'°.i' : � I �,,.,�' c^ ;. � . ' $ � . ' 2 PP a 11 �<� � �� - ,. : ' , . �-UT ---- UT---- -UT- R ll�------UT- .. - . � I . c�. , u : -- � -----uT------ T--�---uT------1Y7, �1�11HBJNL c` "; - y � I �v 4,J�� ,�P �' "� " C , rk � � '^� - , ^ �,�".� �p , _ � �c ., M 4 . .yw�,,.' � Y�„ ?.. .: �- � � �<�' ' T R = 832� "� { : 18 CPP � �• c� � ,"� �, o. ,��, � � � .�.- park 9 F ` � ` �DRAINAGE MH a� ,� � - = - - ' ' - . � � �¢ �:, � ;� �• I =a - '�a . .y - ----�'g�UE---�--, UE� ; -UE--- --UE�AFV E�W - 829.5. �I .f='` "ix� ,+�� ,. ��'� x`', _ .�a � � w. � TOR 833J3 o.?k^' , �, - - � - UE a- �,�, , ,� i `>� }�' _ �'��' � � _� eoncrete wd�k � ; �� ,<a�- �. ; : _ __ _ . _ . - - -_ . __ ._ � , � ,�, , . � �" xa � �° � '.. `4!` � ,. . � _ _ �� ,�s`.4�° � � .,� I > � a� ��, � � "�`�'' t.�" ?n t� �� 2-Story Brick . ^o- _ _ v _ ._. __ . � .,. �, � .� �ti � ♦ R„ ,� �? c� ° �,;a � �b'�`' �iy' � , 4�, __ - -- - _ �� " 4. G, ' � .,,„� ?a - ' ..� . �� . -_ _ `�i �, � � Building , � 30 ��, �. , , . , � TBM 31- � ° '�c . �;, ' � �..� .;�? :_....��ass�„°` ` �,. .�,>. � °y, w , v� `�` �?�, ! , Cl9airback �1� �°�. 4 �__ �� w�.' �•' �,' �.' ` _ � 4 � � • _ -- --- '- � . � �., _ 4 : • �.-'; . ° .'-� ' ��URB INL6T Park 11 ! ��', �., � ^ I 30 15 �,. �,: , � . _. Ei!:_ $33.8'T_ -a o- �, � __ �ark 12 _ � . __ . °- - __.. , �_ �.-�. - n ��`. �a, �:� " ?,-�� ; CuCb : ' � ^,'4,,• � �,�,,� Y ,,� � W � v v � d. \ e��.�. , ., u ,�mt � I ,s.' T �', _ .73 'i �,*-'' i% `� � o � � I t�1' 1r v o-� :.� -- _ �t�` „'�s}. � , � ,a�• �. „ I �..'.^�'�Wa: ° '�: �T - ,��c� 2° v `" 4",'> �..s�" 3 ` i ,�: ___ � ^��. �_ _ :.. �Ra��r� > I � � ,: : �, �9� �- _ _ : �, s�. _ _ _ - : --- � "��,�b m. 6 ,� , s INVR N 8 831;53 � � ----___ -- - _ - u �,��,: :, _4i" � � ��' ,v, �, -- -- - �_ � n._ ....TO� - 834.01 \ ' � � �. � ,s,. � u�s � a � �., � ) � �� 8" PLASTIC � � ' �a� Concreta �.,�k � � `�' ° '� IN FEET � � __ _ _ _ _ _- �. ; `�;' ;� � n; � �� ,� t inch = 30 ft. - � INV. i= 83 �.� �-- -- -., � �,. - �rb- -- .. _ ��'� ( ,,�'' � " ��„;��:` I �� ,�� r asph I+) � ; „ �, c � 6" PVC �.� �°� - -- \ � <,, �__ . . - _ � g �YRj � � �r.� t � ( c� .�;: _ _., ,,,;, - �- i�� ° �.;. �;, . �}. _. U No Terminus q.,; ��' � ��"_� __ _ y-- - --- -- x _ _ � , 6" Concrete ,,� I i I x # Xc�� X � �Q�,_; �,�.° _ `-' �a � Found v __ I__._ _� � � ! ___ _ _. __ _ �, -- - = � . _ _ �„b, tNt�fi o�, Curb (fYPic °`"�" I �, I 'a�, ��,�'` ,�� 'li'�, �„,�,� DRAINAGE�_ __ � �� -�� -� TOR = 832 88 �� ; ' I � �> � , �� ,�` � �,.�' � �;� ?� W , .., „ a' -'s' _ _ _ .e� - (asph�lt) - __ __ t�,.. __ . • . °.�.' �; I = � �--�ADC�BkL_... - ._._ °j- r _ ___ _ _. __ . . .___ .__... _._.. .... �: ._ .. ,._ : .. �r� � � ,�'� =��,ro"�� , � �` ;.' ,,... _._. .,.�' , F _ :�'�i i ) • . _ _ �' . �R �� 1 ,� TOR 839.03 �,• �° ,� � � � stone _ -- - o- ., ,. � -,�1 � � . . E 832.34`� `�� `�• � � ,�� LkmdsBape-- � �,5� ..� "�� ' � 1 ��•� s-,�o,� � �`i ^� _._ �."� g;' � ,, -�. � � ��i . � � ��- '� F.F.E. = 8�7.05; i Pa �� _ ,� � � � ,,M• � [ Tilnbers < ' _- - °r -- - _ _ �� q,� �� '��`' P � ' �t''� �. S = 2.0 - tric Met � � � � � �, �� - -- -- - - � __ _ - --- - , _- ,-_ . �=�. ` ,:._ I '� � �' ! ark��4 4 �^�� I V�� 83�� 10 Elec er -Gas Meters '"�� r�c � � 4'' �-� '�" , ,�, - - _ _ - -- _ �"�,�.'�. •-� park. .� 4 � , � ,�;�' h..� � �; =�%i ;��'� z`� , ,�4 , �.�' � � � Boxes � t�`~ I � � �_ > �;,�. ��,�. g � I o `� : _,�,�:.� ._ . � ,�' - - �� ^,• � ` ( � ,�t � ,, �,• .• � � , ,�w v -'y" ' �^ �C} _ _ i9rass) , a. . -- ,, �,. ".�'• �� ___ __ __ __ � _ _ - � � _ a.. _._ �'.__ . ,: ', �:� ^a .__.. �, � � � ' 1 �'� � °�� '�- �, � r__ � , . .�-. _ _ _ _-- c c g �"a� ` �� : �� ,�``�. ! .. ,< � � $ ! � ,�'a `b �, s�'�„� '; Curb �� `>; `t' P � � � ,I� ! v o _ _ -- -- ___ . . � _ �_ -- - , --� __ � Chatrbac I�.� �, � ; , ,.�.�� `�� ,,,� REPARED FOR: � �� , � (sfone) . jcispb9tt�-- � � � ��= • : - -- _ _ _ .._ � ; � �Curb �, � � � �;.'`. � � _ _ _ - - � , � �� __ - ° ' �'"w . � �� , �� `� '�s n;�� D�� • ^,��:�_ ,.,..� � � � � � � �� CARME ISSION , E � ,, �N�. = $3 �: �, - ; , , --�- -- _ _ _ _ ,� _ __ ��-� _ �� _ � r : � as ha�t i � �: _ �� .��, � � Mag �a�� Fa�n ��PP � � L REDEVELOPMENT COMM ; , , �. _. _ _ , - , r- _ perrkrf4 � x� � � , '� ,� ',, � ,,,, ".i¢ ^ I � ) (grass) � Story �B ck �, ..,. 4„ �' �, '�i � � ' \ ,,� � -��'O �- -- - '�r -- -- - . _ �,.. -- -..._ ,,,. a � ? "� '�.�h'Pical) ._ 3 - � � �. � `, i n � f _ �___ ___ - _ _ r� �_. _ ��, � .. � � �, 'b' � i `�� < Bulldln9 `� �`�..... `t' �' �' � �� 1 i � � ,: �- � � � � � �� ,�, � o. 111 WEST MAIN STREET, SUITE 140 � -�, ,n�� :o' � � � ,.��? � _ -- -- :_ - ---�tr�'�, 1NLET r ��, �. �� (grass) � u. �, J � . . _,, ' �� ; -t - �b-�- . _ _ �� -�OR��-= 832:6fl . ,� �' � � �� ,�," � �" Q _ � �_ __ �__..� _ " � _ _ a. o, _ _.. `� � ,�} . `�� .� _ � �� . �� , �;� 31 • ' �boden �� -- --°�., t; _ ; rt, , , �o -`- � � _ _CURB INLET _--_ _ UNDERGROUND �, �,_ , � _ =�� r�c' � � "�` �o � �' �.?` fence ;, n EL� IN CARM DIANA 46032 �� - --- - __., � �.�.__ -� _ � �- _ . ___ _ . _ _ : _._ �, � a : t�� 4 .�� ark�� (I�� w u � w O �•, I �, i " • _ �-- _�` �:_ •'� _�: � . __ -- -- � - � ___ .TOR� - $32��9 -�-- � - ; RETENTION SYS�EM .�.. �'� ( � ' .i ; _ I � , , ' � 6'� PV� ' Nofa: Und�rgrpu "`:v 1 �, �' g"3�' INV. N = 829.56 (asphalt) PER PLAN "'' . �` �� ' pork ti � � 4" h�`' � a - _ >. . �� . 6� �hatrback �� .�,� � Elecfric Vau�is' '�, � � � _� _ _ . �I � � � - n� ( ` � . ��, - ��. t i � �'�,, "II � �� this are�4 ��. I ..�'� z,, � : "" . �: �_ _ _ _ "�,�� I � Curq � � � �� s.o ��. � , � / - - �- �. � �. � TO -832:�_ ��• � � e�,-�.` . - trfc Meter �3�° � ,�� v. _ �' ��"'" _ _. =tNtfT a. ;� �� 't�,��, ;�; �a�' S 10 Elec , a,.. _ � -- - r.,. � i ca w t�,�� . "? �_. ... ..1 _ . -� --�-- .... ._ _� . "U-- t"i v.; - . - � . �' a°`» ;.� .._ __ � �,.,��. I .., . . . , , . , �?�.s<`` t BOX83 r , �_� � i ;,; �.L, � � _ ,1 �� O .��, � N � �,' �� TOR = �,833.11 �'w�,�' � � �u�`�; � �-' ��.;,-ti'` � y, ,;. � � �� ' - � -�I � � � � , ��=�� INLET� �z2� ,��, � II �II �l �� _., �� ' r� . , .. �!.$ZB.�.�,� •'' t '� .��. � ' _' ____.... � (rip-rap � . <^ T^ U �� _ � INV. 5 � „s;- INV. = 825.01 � � ,z � .. '-,. � c � : - . 6 Cha �9 - J,�,. v� ,�asphalt) park 8 n ��>''" �� INV. W= 828.,�g�' + K i TOR 3 52 �'�� > irba k rass) � n " INV. = 8 6J4 �� r �-'� � �= �b � .,�,� � � �`'�� =�`� INV. SE _ $?$.�4 1 �'�"� � � INV. � 83830.87 (asphalt) SANITARY M � Cu�b � u° � � c�O � . � � " I � '> ''� II TOR = 837.64 � II , 9 ACE TBM #31 ELEV. 837.68 (1929 NVD) � A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEETt NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEETt WEST OF RANGE LINE ROAD, 5 FEETt EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEVATION 835.87 � CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. ACE TBM #71 ELEV. 839.60 A CHISELED "X'� ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF RANGELINE ROAD AND 650't SOUTH OF CITY CENTER DRIVE. 'ICSC TBM '#1 ELEVATION 835.86 A CUT X IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF SITE CENTRAL STATES CONSULTING, LLC 23-B NORTH GREEN STREET BROWNSBURG, INDIANA 461 1 2 PHONE: 31 7-858-8662 FAX: 31 7-858-e672 � _ -� .-, g - �. �p _ _ � � � stone ;ti�� ;�•. �� ' . . . u� � � ._� �_ Park "� ,," . � INV. S = 829.24 m �� - �+ ' '��,' _ o ?�- � �� c I � � �' INV. NE = 829.34 T ,- .�_ , p _ _ �. i9ross).. � � %� 3 �'"(grass� ' '� : J. � �� I� s I INV. _ . � I � `' �,-. --_-'� � ',��_- - c 3 _ 3 � �'�' i I I : E 8 II � ;; . � _� __ - - - ,��," , , �' ^�-�-�--� n-- .----�f1-1-5_�eP-_ - _�_-- I 3 � , , . � T- v t � � �,. ,� �fi - - - �, .:� _ _, xa-�5 CPP�, `�' . Park 11 � a � qf- ��' ,�� p;�' ' ��. O : '�O� ��_, .� '�y,' `�'" h -�� ._..a � � � "v � s -- � . r �` . � �, . � �.. .»� �c,, . � o �� iaspbalt) x ,� '' �,� � �� a��a- i � ;',° � �� .� � �� (asphalt) �� . � � �;�� INLET y �_, � - �, � i�r � ;�'� ^�` T�R = B'31 .66 � � , �o�.- �G �� ' �.��'1 �� C` � - - � � � , . ,: v � � �°'A � INV. E= 827.61 � E ? I " ;� � . , .r ,� `�, �0 .,$ , ' INV. W = 827.56 �p�, `��'�� : � `" ��`�;�d �,. � �.�>,�� o I � � I - - � - - �� _ __ �b� �onc. i . ._ _ =�:' IIA � 8.. PVC � F# . .. -----0E---- -4 ��, - \ v I I gras 6" PVC R ucer " Chairback 1-Story Brick 4„ `�� _� UE � � � inside 12" CPP a E--.-�--- Curb _ _�� Building a � - � - - - UE -- �- - � (grass)�_� � �I � INLET � �.._ , = rass �. , w ' .�. Overhea � 4" .�°" �' '� � ' � � TOR = 834.31 SANITARY M N „ ^'. t- � Bulding 10" `�^ , �E �} INV. N= 829.71 TOR = 838.15 __ c--_. E �� -z, � v ' \ � a I INV. S& W= 829.61 DATE: 1❑/ 1 Z/20 1 1 PROJECT NUMBER DWN. BY: M LW � �' O 6 � CHKD. BY: D R M SCALE: 1" =30' SHEET 2 OF 2 -. � • ''' � SANITARY t�AANHOLE .�F° _ � . � � �--�_�.� - u CONSTRUCTION PLANS FOR � � 850 SOUTH RANGELINE ROAD, REFERENCE MAPS: CARM E L I N D IANA 46032 , CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY LOCATION MAP NT$ OWNER: Carmel Redevelopment Commision One Civic Square Carmel, Indiana 46032 (317) 571-2492 Phone SURVEYS: CENTRAL STATES CONSULTING, LLC 23—B North Green Street Brownsburg, Indiana 46112 (317) 858-8662 Phone (317) 858-8672 Fax VICINITY MAP NTS OPERATING AUTHORITIES: GAS WATER/SANTARY SEMIER Vectren Energy Carmel City Utilities 1600 Allisonville Road 3400 West 131 st Street Noblesville, IN 46060 Carmel, IN 46074 (317) 776-5597 (317) 571-2648 ELECTRIC Duke Energy 100 E. Mill Springs Road Noblesville, Indiana 46060 (317) 581-3048 CABLE TELEV1810N Bright House Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 (317) 632-9077 STREETS/8TORM 8EWER CALL BEFORE U-DIG Carmel Department of Engineering Indiana Underground Plant Protection One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571-2441 (800) 382-5544 TELEPHONE A T & T 5858 North College Avenue Indianapolis, IN 46220 (317) 252-4274 I I ZO N I N G MAP NTS i i I i � � � �� ill ' II EXISTING � BANK � li I i � � �� 0 � � SCOPE SCALE: �� = 60� O %/ Panel �209 of 290 � ao5�co2osF February 19, 2003 CONSTRUCTION UNNT LINE � — � � — � _ �- __ �_ __ ____— _ LIGH � ,.T.�„ 1 � EARTHWO�i1S $TQR1� QEA1N �ObDULT$� ,'''�� t�� _ �°� MAINTAIN � HARDSCA�E, PLANTING. A A 1 RIGATION �I EN �,„ WATER �UALITY I � �� ; .��, >s _ ;,. / 1 R \ s� � � _ � � z .n:- f.�...�= �'� "`��*5°% �, -�,.�, �.�.�--.�-�'?�� ,,�r} r;_ yT,, .. 1 \ V f* ': - ��"� y' �� -�� "�"'°� '��", � I o�e \ \\\\\\\\\�\\\\\\\\ � � \\� \\ ,� \\\ _ �� \\\ V PROPOSED 3 STORY BUILDING O y ��.��mm��.��m��m�� o � � . � � _�.� . - � . � __ _ __ .�_ �.. ___:. .__e.-..__ SOIJIH RANGFINIE RQAD c� ■ 0 � �i �— — �/ O C� EXISTING CITY CENTER � _ _ _ _ ___ — - � DESCRIPTION OF WORK: THIS PRWECT IS THE SIiE WORK FOR A NEW 3 STORY MIXED USE PROJECT AS PART OF PEDCOR'S CffY CENTER DEVELOPMENT, 1HE WORK SFUILL INCLUDE DEMOLITION, EARTHWORK, WATER QUALITY MEASURES, STORM DRNNAGE, SffE IJGHTING, CONCREfE PAVEMENT, ASPFUILT PAVEMENT, UWDSCAPING, AND IRRIGATION REQUIRED TO COMPLETE THE INDICATED WORK. SOILS MAP NTS SHEET INDEX: C000 SITE COVER SHEET 1 of 2 TOPOGRAPHIC SURVEY 2 of 2 TOPOGRAPHIC SURVEY C100 DEMOLITION, EROSION CONTROL, & WATER QUALITY PLAN C200 SITE LAYOUT PLAN C300 GRADING AND DRAINAGE PLAN C400 LANDSCAPE PLANTING PLAN C500 IRRIGATION PLAN C600 SITE DETAILS C601 SITE DETAILS CRY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLJC RIGHT—OF—WAY SHALL CONFORM TO CURRENT CITY OF G4RMEL STANDARDS. ALL STREETS AND WATER MNNS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFlCA710NS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CfTY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDRIONAL INFORMATION AND/OR DEfAILS. 2. ALL PAVING WRHIN THE D(ISTING AND PROPOSED RIGHT—OF—WAY SFIALL CONFORM TO THE REQUIREMENTS OF THE DEPAR'T�AENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE—CONSTRUCTION MEEf1NG TO REVIEW THE DEPAR'iMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFlCATION REQUIREMENTS, REQUIRED INSPEC110NS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPAR'TAIEKT AS R REUlES TO WORK WfTHIN ANY IXISTING OR PROPOSED CRY RIGHT—OF—WAY. 3. ALL PAVING IS TO BE COMPLETED WRHIN THE SAME PAVING SEASON. Know what's b@�OW. C11I before you dig. Wfthin lndiana Call 811 or 800-382-5544 24 Houis a Doy, 7 Days o Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AG/UNST THE LAW TO DCCAVATE WfTHOUT NOT1F11NG THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. AMERICAN ��V��' � INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. structu repo i nt. com Engineer: � \\\�� i i i i i►ii�,�� ,�`�� uN A' �0 �''% `.` ��'��SrfR�'��.��i/; = � No. ° = �� PE 10 07 � _ �iO� �ND \\: i�i//s� \\``\\\\�� llll �� , __� . n�� KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R' �' ��n�'�z '' � DEVELOPMENT C0. '' Project: � � � V z L� � � � � � � 0 � � � N U z �o � o p �� " �� J � z U�m `�- .� � �; — m = � � � � � � Q � U � z � o C� � � U ' � J W U I..L Q � COPYRIG'nT 8 �W aE .� I - ME -� HISDOCt1P,1EN I ANINS�.R-PIEIvTOFS RV ESANG 5'H�5 RC E�� _ ARGHITE ? AND D�OR � E 1G4 FO �� >L N OF 1q' OM1 N' �� 'S��NF�EN'Ih T J6�IISSCNAN �� 8 ui �.� a E 5�.� " BF CONSTRUED AS PU6LICAT ON Ih RC A�. ON C n A10N A P F'c'H IfvTELLECTUA PROPE ,.IGNTS OR 4EF ES R�E I H A hF� IIA � N CONTAINEDHERBN ONS�?U ESTH 0 IGhA FNCUN .;BLSHEDIJG a- ARCHITECi JA4E5 9 S LT711AN AN DCO 5 Glv GRO�P � NC' 4Rr GF WNOLEOFTHIS ESGN.—HES FAJJNG'0 �1 REU�T'�N B��I� BUIL�INGS ORVORiION_ OFT�+E PESI,� �'NG B�ILDIhG G.3LIw NCS: WY oE ouo�,cnreo covieaexHier c�. �..e��ana�.e� ��e��N�o c��. o� or�eRwise o�srRieuTeo ��N nNr wn-wilHOUT T�e saec�r�o �ti_ �� on:��4 r�en� con�seNroFlNenacNirEC1 �atiiese s�urzniaNn�;oaeoces,e;icucno�� __„ 0 COPVRIGH720t2 JNMES n � iJ.—.ZMAN AiA ��mc '�ncia..a Bid Set Const�ction �ocuments Set Issue Date Sheet Issue Date 02.20.2013 02.20.2013 Drawn By Checked By KAM OLSON/COFER Last Revision Date: Project Number: NASH BUILDING Sheet Title: COVER SHEET Sheet Number; �/�� HEET #LayNo OF 121 ,=�--'i '� EXISTING o� UNDERGROUND �'_, DEfENTION � 'e W m 0 s� A � C = Z Z �_ ' <<<� .. p� ` ` NfZA� II �.. . \. \ II II II II s �� oo= � \\ NNNWm w� \�� W b W 2 � .�i m / � \;.�\ � Z= � < ti riF�s �� Z ZZZ �� «<� mrntwiir^ 00 ON1NW; m�nzz� �� Z ODWmOO� NNNwm - _� Qi O� O� A � � NUAb; _�O- - W b N O _--i � �-- ------ � 54 RCP - � IXISTING BMP �, aNnoe fsnNiwa31 oN �� / " ° �--�, � , _ - .. _ . n _- _ "- �, � _ 'ty` ��. `C�� _�- _�_��.___ r \\ I �. \ \ Z :•� � - <;,AA = • _ ' m- " - _ _ _ _ -Ry�l _---------_-_ � I II p um 1� I -° m�w� �� NNp� I �p �p w A p NN I I �I4 � ��'� ----,o s� � ad� �ai = _ «<�a �� ----- �, f = �� > � I� I � .. ...ZOC II �� II Oom .I I I tio ... i . .�A.m... �oom`."; I OA Z II NN�++o2 � I .�D O�N�tD J ��> , nW� NW� � � � N I Wm I N� p ; . . . . . .. � 0... .. . ..... I I . �_ � � I I li ��'�� , ! � �� I �h, � � I�� . � � � i��i � � i� �.�� < < < p D m�Z II y uiiuwm �� V v A N = N W � N =ZZZ < < < < y ov fZwz�s �� Z �Wm�� NNNNW� �I �D t0 J CO Z tpmN�ON� < JITWV�i2 Z '� ` sN o�- m A � � � i �; � �$ � a -48� � -� - - �; I I � I I � I I I�i I I I I �I I �� I �f �II I�� ,_1_---1� u �� - � m wm= -tl /L �wr rnm� / �II«� « N�^=Ils NzOA� I I II 11 II Wm II II II � I NNmA� OOOO m �� mO�N�= m z mo�� NW{�j�= �� i I A#A moiom �nz II N O ' � n �� W�� NAy IIAI �� i2" RcA � - f�_ \ I�I . . I I III � � � I� I i � �I ' I� i �I � I ; I� ;� I , �, � � ,� ; ,; c ' �I � '� �� - w� I 3 ;I � � li� �.ri-yrs� �^�n un� ��m N V � V O ti � --- zZOc «�� v+Z 11 � �� II W � � � � � 0 A A � � A J pl � .� m � � � oa°i � am < 3" w 3271AC 15-5 PROJECT NOTES: q, rON� CT10N PLAN ELEMENTS THE CONTRACTOR SHALL PROVIDE A CONCREfE WASH-OUT AREA ROUGHLY 10X10 OR 15 X15 1. INDIX PER EROSION KEY & LEGEND AND 2 FEEf DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCREfE WASHOUT MATERIAL 2. SEE ATfACHED 11 "X17' PLAT. IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDWNA. 3. THE PROJECT IS FOR THE CONSTRUCTION OF A MIXED USE (REfAIL/ hIE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A LMNG UNff BUILDING W/AN UNDERGROUND PARKING GARAGE. DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSED OF 4. FOR VICINITY IYIAP SEE "COVER SHEEf" IN AN APPROPRIATE MANNER ACCORDING TO STATE LAWS THAT GOVERN INDIANA. 5. SEE SURVEY FOR LEGAL DESCRIPTION OF PROJECT SffE TF{E CONTRACTOR CAN PREVENT SOLID WASTE BY DAILY LITfER CONTROL AND HAVING A APPROX. N 39' 58' 06" & W 85 07' 38' DUMPSTER ONSITE FOR COLLECTION. 6. SEE SffE PLANS AND DETAILS 7. HYDROLOGIC UNff CODE IS (14 DIGff) 05120201090040 T H E CONTRACTOR WILL PROVIDE SUMP PUMPS TO HANDLE DEWATERING ACTNffIES ASSOCIATED -- 8. NO STATE OR FEDERAL WAlER QUALffY PERMffS ARE REQUIRED. WITH THE BOTTOM OF THE FOUNDATION. ONCE THE HOLE IS DUG. THE CONTRACTOR - „ WILL SLOPE THE BOTfOM OF THE FOUNDATION AND PROVIDE A SUMP PUMP TO 9. SEE SfTE PLANS FOR STORMWATER DISCHARGE POINTS. KEEP THE FOUNDATION AS DRY AS POSSIBLE. . • 10. NO WEMNDS, LAKES, OR WATER COURSES ARE ON OR ADJACENT % - TO THE SITE. WASTE MATERIALS FROM VEHICLE MAINTENANCE ACTMf1ES ALSO DESERVE SPECUIL ATTENTION. PROPER � 11. ULTIMATE RECEMNG WATER IS WHfTE RNER W4 CARMEL MUNICIPAL STORAGE OF MATERUILS AND PROPER DISPOSAL OF WASTE PRODUCTS IS IMPERATNE. FOR EXAWIPLE, � + STORM SEWERS. WASTE OIL, ANTIFREQE, SPENT SOLVENTS AND SOME OTHER LJQUIDS CAN BE RECYCLED. SPEM i BATTERIES, HOWEVER, SHOULD NOT BE DISCHARGED WffH TRASH, BUT MUST EffHER BE DISPOSED OF AS „tp 12. THERE IS NO VISIBLE POTENTU►L FOR GROUNDWAlER RECHARGE. q HAZARpOUS WASTE OR RETURNED TO THE DFALER FROM WHOM THEY WERE PURCHASED. IN ADDf110N, � • 13. THE ENTIRE SffE IS ABOVE THE 100 YEAR fL00D ELEVATION. WHEN PERFORMING MPJNTENANCE ON A VEHICLE, IT SHOULD BE DONE IN AN INDOOR GARAGE, NOT IN > � z AN OUTDOOR PARKING AREA 14. 10 YEAR PREDEVELOPED RUNOFF = 2.24 CFS (cu4 =(0.25) 6.98) 1.28) ��. ��+I 10 YEAR POST DEVELOPED RUNOFF = 8.05 CFS (ciA =(0.95(6.98�(1.28 ) g�4. SPILL RESPONSE PLAN '� h 15. THE ADJACENT LAND I S A M I X O F C O M M E RCIAL AND RESIDENTIAL ;: �a a -� 16. SEE SffE PLANS FOR CONSTRUCTION LIMITS. ONCE A SPILL W�S OCCURRED THE PERSON OR PERSONS INVOLVED MUST IMMEDIATELY DO TWO THINGS. h�! '; FlRST CONTACT THE GENERAL CONTRACTOR OR CONSTRUCTION MANAGER TO LET THEM �� 17. IXISTING VEGETATNE COVER IS LAWN. �, KNOW THAT THERE HAS BEEN A SPILL, AND WHAT WAS SPILLED. THE GENERAL CONTRACTOR OR �� 1 B. SEE SOILS MAP ON COVER SHEEf. CONSTRUCTION MANAGER WILL CONTACT THE OWNER OF THE PROPERTY IF THE SPlll REQUIRES THE ` .; 19. FOR STORMWATER SYSTEM SEE GRADING AND STORM DRAINAGE PLAN. FUIZARDOUS WASTE DEPARTMENT TO COME AND REMOVE THE SPILL. SECONDLY CLEAN UP THE SPILL �� 20. SEE SffE PLANS USING THE APPROPRIATE I�EfHODS APPROVED BY THE LOCAL HAZARDOUS WASTE DEPARTMENT. IF THERE x � �' 21. TOPSOIL WILL BE STRIPPED AND STOCKPILED ON SffE FOR RE-USE. A IS A SPILL THE CONTRACTOR DOES NOT KNOW HOW TO CLEAN UP OR IF THE MATERUIL SPILLED NEEDS ' QUANTITY OF SUfTABLE FlLL FROM THE GARAGE D(CAVATION SUFFlCIENT TO PROFESSIONAL REMOVAL THEN THE LOCAL W4ZARDOUS WA5TE DEPARTMENT MUST BE NOTIFlED OF THE l PROVIDE REQUIRED SITE FlLL FOR THE AREA EAST OF THE BUILDING (A SPILL, AND THE CONTRACTOR MUST HAVE A COMPANY ALREADY ON CALL TO CLEIW THE SPILL. ; FUTURE PHASE UNDER SEPARATE CONTRAC'T) WILL BE STOCKPILED ON SITE. ; D(CESS SUITABLE FlLL WILL BE STOCKPILID ON THE OWNERS ADJACEWT LOCAL SPILL RESPONSE NUMBER 1 888-233-7745 (24 HOURS) ; PROPERIY. OTHER SfTE DEMOILffON MATERWS, IE, UNCONTAMINATED ROCKS, ; CONCRETE, UNSUffABLE FlLL, EfC, MAY BE USED OFF-SffE AS FlLL AS LONG SELF - MONITORING PROGRAM DURING CONSTRUCTION ; AS ff IS NOT PLACED IN A WERAND OR FLOODWAY, AND THE RECEMNG � FACILITY HAS AN APPROVED WATER QUAL.ffY PLAN IN PLACE. A TRAINED INDMDUAL SHALL PERFORM A WRfffEN EVALUATION OF THE PROJECT SITE BY THE END OF 1 22. FOR IXISTING TOPOGRAPHY SEE GRADING AND STORM DRAINAGE PLAN. THE NIXf BUSINESS DAY FOLLOWING EACH STORM EVENT TFIAT IXCEEDS 0.5" AND 2. AT A MINIMUM OF , ONE (1) TIME PER WEEK. 1HE EVALUATION MUST ADDRESS � 23. FOR PROPOSED TOPOGRAPHY SEE GRADING AND STORM DRAINAGE PLAN. S ,�� B. �TORMWATER POLU?!ON PREVENTION PLAN 1.) THE MAINTENANCE OF IXISf1NG STORM WATER QUALffY MEASURES TO ENSURE THEY ARE FUNCTIONING CONSTRUCTION Lll�ff LINE , , � , , � , , T ' � i PROPERLY; AND Jr ,,� , y.� �,, �,,�T , �, �, �� `� �� , 1, POTENTWL pOLLUTANT SOURCES ASSOCIATED WffH CONSTRUCTION ACTNffIES 2.) IDENTIFY ADDffIONAL MEASURE NECESSARY TO REMNN IN COMPWWCE WffH ALL APPLICABLE INCLUDE SEDIMENT, DUST, FUEL FROM FUEIJNG OPERATIONS OR LEAKING �q�g q►�D RUIES. S i T S � i VEHICLES, TRACKED MUD, SOU D W A S T ES, HUMAN WASTES, AND CONCREfE 3,) WRf1TEN EVALUATION REPORTS M U S T I N CLUDE: � i (grasa) i _ ; WASHOUT WATER. THE SEDIMENT AND EROSION CONTROL PLANS IDENTIFY i i�� S F � I MEASURES TO BE INCORPORATED AND THE CONTRACTOR WILL BE IXPECTED a) THE NAME OF THE INDMDUAL PERFORMING THE EVALUATION. � TO PROVIDE A PERSON RESPONSIBLE FOR AND TRAINED IN THESE g,) T}{E DATE OF THE EVALUATION. SFIP _v------ ----__ P=-===_==__-=___= _=__= S I_ ECB TS � REQUIREMEMS. � _ _ _ _ _ _ _ _ _ _ __ C.) PROBLEMS IDENTIFlED AT THE PROJECT SffE. � � 2. SEE EROSION CONTROL SEQUENCING AND MIUNTENANCE SCHEDULE. THE D. DEfNLS OF CORRECTNE ACTIONS RECOMMEND AND COMPLEfED. ° - INITIAL INSPECTION WILL BE MADE PRIOR TO CLEARING AND EARTHWORK � � � �� - �� 1 � T., „ro��„ NICTIAI/� roncinu rnnRUro uec RF�u uaurr,4wFO_ E.) ALL EVALUATION REPORTS FOR THE PROJECT SffE MUST BE MADE AVAILABLE TO - ...-T.-- / `� \\ - IV tLl\II 1 LI�IJIII�V �.��v.i�v�� vv.....�� .��- ----� ""--. -.. -__ `�- / �� , ' 3. THE SffE HAS AN D(ISTING GRAVEL PAVED AREA AT THE END OF MONON 11iE INSPECTING AUTHORITY W - • F I � / �� ` y �, GREEN BLVD TFIAT WILL BE USED FOR CONTRACTOR PARKING AND STAGING. 1 ` � E WHEEL WASH AND CONCREfE C. POST CONSTRUCTION PHASE �I I S P � �'"'� ! �� ' �� l ; ii !i/ �, I� � I I t �� G I \ �� e � c 1 J li �� (grasa) �' '� S�'tP� Ts � � `, ... ... . . .. . . ---N--- , � ... � � �_ � : ��.�- � - - 3fi �CP- � - - � � , ,� .��.�a ��. r�.•J�... ..` .. . 1 cz� �o-� �,+.�} - _ _ _ _ A GRAVEL CONSTRUCTION ENTRANC , , � �-- -{=-7 ___ � i a o ' I ; �� WASHOUT AREAS INSTALLED UNDER A SEPARATE CONTRACT SHALL BE �, TF{E PROPOSED PROJECT INCLUDES ADDING 3 FLOORS OF MIXED USE RESIDENTIAL � A m INSPECiED AND MAINTAINED UNT1L NO LONGER REQUIRED. AND RETAIL ABOVE A PARKING GARAGE CONSTRUCTED UNDER A SEPARATE CONTRACT. ' �� i ��. . �11= „ W o 4-12. SEE SEDIMENT AND EROSION CONTROL PLAN. A NEW PARKING LOT IS PROPOSED WEST. AS ANOTHER PHASE OF THE CfTY CENTER w; > 13. THE CONTR,4CTOR SHALL PROVIDE A IJST OF POSSIBLE POLLUTAMS DEVELOPMENT, WE CAN IXPECT EQUALLY HIGH PRIORffY MAINTENANCE. EVEN THOUGH � , `" A ALON6 WffH MATERWL SAFEfY DATA SHEEfS (MSDS) ANTICIPATED PARK I N G A R E A S CAN CONTRIBUTE THE TYPICAL POLLUTANTS ASSOCIATED WITH PROPOSED BUILDING OUTLlNE _ ' FOR CONSTRUCTION ALONG WfTH HANDUNG PROCEDURES FOR VEHICLES, I.E. OIL, ANTIFREQE, BRAKE FLUID AND DUST, TRANSMISSION FLUID, GARAGE UNDER SEPARATE CONTRACT) .� .'�� oRaiNncE MH �„ FOR EACH MATERIAL. TIiIS LJST SW1L.L DESCRIBE THE RESPONSE RUBBER FRAGMEM"S, FUELS, ROAD SURFACE GRIT, SEDIMENT WASHED OFF VEHICLES, � roR - a3a:sa REQUIRED IN CASE OF SPILLS. CONCREfE SPOILS FROM EQUIPMEN(T DEICING CHEMICALS, AND ELEVAIED RECEMNG WATER TEMPERATURES, ALL RUNOFF 1NY. N= 828�.55 � I; ' WILL BE ROUTED THROUGH AN EXISTING STRUCTURAL BMP. �'.� INV. NE = 830.48� � � CLElWING WILL BE ALI.OWED TO FIARDEN AND RE�IOVED FROM THE ,. �:._ , � � iNV.. 5 = B28.51 . $�. � �� 14. SEE SEDIMENT AND EROSION CONTROL PIAN. 2• TNE EROSION CONTROL PLAN NOTES BOTH PRE AND POST CONSTRUCTION SEQUENCING FOR STORMWATER QUALITY MEASURES. THE SITE ACREAGE WffHIN w�,� '� � 15. NOT APPLICABLE. THE CONSTRUCTION LIMIT LINE INCLUDING R/W WORK & CONSTRUCTION �. -- 'r "�� --- 813.) SPILL PREVENTION PLAWS ENTRANCE IS 1.59 ACRES. i � N� � ` `�� P�� USE GARE WHEN PERFORMING CONSTRUCTION, REPNRS OR REMODELING 3. THE PROJECT PROVIDES THE MAJORITY OF ITS PARKING IN THE PARKING GARAGE c � c � c � / � ~� S WHICH REDUCES THE AMOUNT OF PAVEMENT RUNOFF WITH ITS ASSOCIATED -_ . . _ P c�o��.) �_ � � � WHEN REPNRING, REMODELING OR CONSTRUCTING BUILDINGS, THERE ARE SEVERAL KEY POLLUTANTS. THE UNPAVED AREAS ARE MOSTLY PL.ANTED WITH PLANT MATERIAL WHICH __�_ ___,�_-___,,.,a-�, I , pOLLUTION PREVENTION lECHNIQUES T1iAT CAN PREVENT ADVERSE EFFECTS ON NATURAL REDUCES THE AMOUNT OF GRASS CLIPPINGS, HERBICIDES, AND PESTICIDES � � � /� SYSTEMS. PNNTS SHOULD BE MIXED WHERE SPILLS C/W BE RECOVERED OR CLEANED TMqT FLOW INTO THE STORM SEWER. SIMIIARLY THE PLANTED AREAS WILL � � � � � � � _ � � - ' ' �' ' ' � ' ' ' ' ' ' ' � ' I o / "- -- --° �asPnol�\ �' f' ;� EASILY AND /W IMPERMEABLE GROUND CLOTH SHOULD BE USED WHILE PNNTING. PNNT � �� ; - BUCKETS AND BARRELS OF MATERWS SHOUI� BE SiORED AWAY FROM CONTACT WffH INCREASE INFlLTRATION AND EVAPORATION OF STORMWATER RUNOFF. -- -- - t2�`== -� -�=T- -- RUNOFF. ALL THE SITE AND BUILDING RUNOFF WILL BE ROUTED THROUGH AN - -<_ - - - - - - - - - - � ,s• acr - - EXISTING AQUA-SWIRL STRUCTURAL BMP PRIOR TO BEING DIRECTED � -- � � S.; �' �~e�i�d Tso �ortA�NASe MH �_ i _ .. DURING PNMING CLEANUP� IF A WATER-BASED PNNT WAS USED� BRUSHES AND EQUIPMENT THROUGH AN DCISTING PIPED DETENTION SYSTEM BENEATH THE FlRE SHOULD BE CLEANED IN A SINK CONNECTED TO THE SANITARY SEWER; IF OIL-BASED PAINTS STATION PARKING LOT SOUTH OF MONON GREEN BOULEVARD. 0' 20� 40' gp' WERE USED, THEY SHOULD BE STORED OR RECYCLED AND NOT BE DISPOSED OF IN THE THE OWNER AND MAINTAINENCE SERVICE WILL DEVELOPMEM A Y P L A N SINK OR STORM DRAIN. SPRAY PAINIING REQUIRES A FE1N IXiRA PRECAUf10NS. COMPREHENSNE PLAN TO HELP REDUCE THE AMOUNT POLLUTANTS E R O S i O N A N D W A T E R C� U A L I T IEMPORARY SCAFFOLDING SHOULD BE USED TO HANG DROP CLOTHES OR DRAPERIES TO THAT RUN OFF THE SITE THROUGH THE REDUCTION OF FERTILIZER SHIELD THE USER FROM THE WIND, TO COIlECT OVERSPRAY AND TO MINIMIZE THE USE. SCALE: 1" = 4 0� SPREADING OF WINDBLOWN MATERUUS. USERS SHOULD BE AWARE OF AIR QUALJTY PROVIDE CROSS BRACING SCALE: 1" = 40� RESTRICTIONS ON SPRAY PAINTS TFIAT USE VOLATILE CHEMICALS AND CONSIDER WATER-BASED 4. THE DCISTING BMP WAS CHOSEN FOR ITS PROVEN ABILITY TO REMOVE WHEN NECESSAR`f SPRAY PAINTS TO MINIMIZE ADVERSE EFFECTS ON AIR QUALfiY. DEBRIS AND OILS FROM THE STORMWATER RUNOFF. - WoOD, MEfAL, OR NORTH SAND BLASIING CAN BE COMROLLED TO KEEP PARTICLES OFF OF PAVED SURFACES AND 5. THE APPROPRIATE Cf1Y DEPARTMENTS WILL MAINTAIN THE ENTIRE SfTE. PAVED ARES 1 1/2"X 1 1/2'X 24" LONG �'�THE17C FRAIAE WOOD LATH TO SECURE TO " BENEATH THE WORK TO WILL BE SWEPT LAWN TRIMMINGS AND FALLEN LEAVES WILL BE PROMP STAKES � 36' WIDE NON-WOVEN � ^ POLYPROPYLENE GEOTD( FABRIC (4.5 OZ/S.Q YARD) � MIUNTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6' TO 8� DEEP dc INSERT LOOSE 0 END OF FABRIC, BACKFlLL BURIED GEOTEXTILE W/ IXCAVATED MATERIAL dc FABRIC. 4oz. MIN. COMPACT 2'X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHARPENED & SPACED 5'-0' O.C. gURIED GEOTD(T1LE (WHEN SHOWN AT CFUUN LINK SECURRY FABRIC. 4oz. MIN.- FENCE, OMR STAKES dc SECURE FABRIC TO FENCE IN AN APPROVED MANNER). MAINTENANCE INSTRUCTIONS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH ,________ -- ----- STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING TNE gECTION A-A FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLFAN OUT �- �: � „ � �f11� f� �N� i f i i --� '� ii �� 3' MAX. BURIED GEOTEXTiLE FABRIC. 4oz. MIN. COMPACTED FlLL , ------- --'� ;� 1 £ '1 N i TRENCFi DETAIL 5. AFfER THE CONTRIBUTING AREA HAS BEEN STABIIIZED, REMOVE SILT FENCE INLET PROTECTION O6 THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. NTS �� NOTE: INSTALJ..ED UNDER SEPARATE CONTRACT. MAINTlUN MED�HIGH UNDER THIS CONTRACT AND REMOVE WHEN NO LONGER � RE�UIRED. i�3, x�3,_p•�x H6��uNE � SILT FENCE DETAIL � � , ,,z� , ,�z� ��, � NTS CtOO ^ 8 CwwNEL D�1�IDY H�Li II� i:i w C B . x x � Inetnllntiaa and Yniatenence Guidelinee � sru•i� v�+ i� STAPLES PER so ro. S0. YD. 2:t w � B InetaNatlon: Rsrtave the grate from eakch basin. M udnq optionnl oil o �SOrbsnts; place absabent pillow in unft. Stand tM 9rate on end. Mow !he toP lifting stmps out of tlf�i +waY and plax tM ymts iMo tM i � s 3:i c B q pandy eaq �� so tl,cc ths yrats b b.lo�r ths cop .trop. una abovs ths X X �x20x� x bwer etrape. Holdfrg the INlYg devices. iiroert tlie grate tnto fhe tnbt x� � x x x iro 3.� 4: t B q Mdr�tsnamx: Ranow dl accumulabd ssdlrtMnt and dsbAs from vk1nR� x x a x x x of unit aftx each �torm ewnt After sach storm sw� and at reqular 8 �� 8 �°� o �� N� intervda, look Irdo !he Dandy Bag II. N ihe contatnment aroa k rtaro X � x z x � "' ^^�^ tFwn 1/3 tull oi �ment � unR must bs smptled. To empty unit, SLOPE LENGIH Ilft ths unR out af the tnlst uNrq tM IHtkiy ttraPe and rwnws ths H wi o nal oil abw►bsnts: rsplacs ab�orberdwf,e� � z AP PER 3? STnP�ES PER M �raUon. �� D�Y BIG II s� v� so. ro. �o� M � � � �M � �s t `�' x � +, ";," .� •e5 +s 2oX ,a 5 10515X Q 5X EROSION CONTROL BLANKEf MNNTENANCE INSTRUC110NS: 1. DURING VEGETATNE ESTABUSHMENT, INSPECT AF'fER SfORM EVENT5 FOR ANY EROSION BELOW THE BLANKET. 2. IF M1Y AREA SHOWS EROSION, PULL BACK THAT POR110N OF THE BLANKEf COVERING R, ADD SOIL, RE-SEED 7HE ARE4, AND RE-UY AND STAPLE THE BLANKET. 3. AFTER VEGETATNE ESTABLJSHMENT, CHECK THE TREATED AREA PERIODICqLLY. NOTE: INSTALLED UNDER SEPARATE CONTRACT. EROSION CONTROL BLANKET T PLE PATTERN o5 NTS �� PLYWOOD OUT OF STORM DRAINS BY PLACING A TARP OR GROUND CLOTH + + 4'-0' x 2'-0' �a'-s' Mt� CApTURE THE BLAS7ING MEDIUM, PROTECT THE WORK AREA FROM WIND AND CAPTURE REMOVED FROM THE SITE. THE STAFF WILL BE MADE AWARE THAT THE BMP NEEDS CONCRETE P�� TO BE INSPECTED, WITH THE ACCUMULATED DEBRIS REMOVED WHEN NECESSARY. AIRBORNE PARTICLES WASHOUT 6 H�� a o 0 0 0 o a o o THE BEST WAY TO AVOID RUNOFf CONTAMINATION FROM SPILLED MATERUILS IS TO PREVEM U�G SCREws THE SPILL FROM OCCURRING. CAREFUL STORAGE OF MATERWS IN SOUND, CLEARLY IABELED + 1/ 2' D u►. 2� W O O D O R M E f A L o C O N T A I N E R S A N D R E 6 U L A R I N S P E C T I O N A N D M N N T E N A N C E O F E QUIPMENT ARE KEY PRACTICES Cfi`( OF GRMEL DEPARTI,IINi OF ENGINEERING NOTES: � sTAKES TO PREVENT SPILLS. MATERWS STORED OUTSIDE SHOULD BE COVERED AND KEPT ON A � q� yypRK IN THE PUBLIC RIGHf-OF-WAY SHN.L CONFORI� TO CURRENT CIIY OF CARWIEL SfANDARDS. ° q��a' x�e'�-p• s1Rnw a4�ES � PAVED AREA TO PROTECT THEM FROM BEING MOBILJZED BY WIND AND RUNOFF. IF NOT "' ROOFED, THE STORAGE AREA SHOULD BE DESIGNED TO DRAIN WffH A SLIGHT SLOPE ALL SIREEfS AND WA1ER MNNS A R E T O B E C O N S T R U C T E D TO CARMEL STANDARD SPECIFlCATIONS. Al1 o GRAVEL FlLI.ED ° �� m BAGS IN CoRNER (APPROXIMATELY 1.5 PERCENT) TO AN AREA THAT WILL PROVIDE TREATMENT PRIOR TO SfORM SEWERS SHN.L BE CONSIRUCIED TO CfTY OF CARMEL AND HAMILTON COUNiY ST/WDARDS. CONTACT � � ° � W�ED�G�E BOE�OWSE�N � DISPOSAL. RUNOFF FROM OTHER AREAS SHOULD BE EXCLUDED TO REDUCE THE VOLUME OF .�E ��P�� CIES FOR ADDfiIONAL INFORMATION AND/OR DEfAILS. � , -`c� RUNOFF REQUIRING TREAT1rIENT BY INSTAWNG BERI�S, CURBS OR DNERSIONS ON THE STAPLE DETAIL o �S PERIMEfER OF THE STORAGE AREA. SECONDARY CONTNNI�ENT SHOULD BE USED WHEN 2 q� pAVING WfIHIN THE D(ISTING AND PROPOSED RIGHT-Of-WAY SFWl CONFORM TO THE REQUIREwIlENPS IGN DETAIL , o � o o LJQUIDS ARE STORED AND RUNOFF OR SPILLS FROM THE CONTAINMENT ARE4 SHOULD BE POLYEfHYLENE LJNER �,qp� o i�, o DIRECTED TO THE SANfTARY SEWER WHERE PERMISSIBLE OR TO AN APPROPRIATE STORAGE OR OF THE DEPARf11ENi OF ENGINEEfiING. CONiRACTOR SWU.L CONTACT THE DEPARTI�IENT OF ENGINEQtING TO iN. io Mi�s r►�icK �2 ppz anl�� ^ ; � TREATMENT FACILJIY FOR REUSE OR DISPOSAL. PROCEDURES SHOULD COVER SMALL, EASY SCHmULE A PRE-CONSiRUC110N MEEfING TO REVIEW THE DEPMII�ENT'S CONSfRUCitON REQUIRDAENis, EN D OR �R j� � TO HANDLE SPILLS AS WELL AS LARGE SPILLS THAT REQUIRE EMPLOYEES TO CONTACT yy gq� �� (2 0 � o EMERGENCY PERSONNEL. THE PROCEDURES SHOULD EMPHASIZE THAT SPILLS MUST 8E �� Fl�� REQUIREWIEMS, REQUIRED INSPEC110NS FOR CERTAIN STAGES OF THE WORK, AND TO RE CLEANED UP PROMPTLY AND SHOULD SPECIFY HOW EACH TYPE OF MATERUIL SHOULD BE REVIEW THE AUiHORIIY OF THE DEPARiMENT AS fT REL/QES 70 MIORK MIfiHIN ANY IXISf1NG OR PROPOSED GRI►VEL FlLLID o o� a o 0 0 0 o a I-UWpLED, THE USE OF WATER FOR CLEANUP SHOULD BE STRONGLY DISCOURAGED. SHOP CITY RIGHT-OF-WAY. - IN CORNER � ,,�� ,��, RAGS SHOULD BE USED FOR SMALL SPILLS OF NONVOLATILE CHEMICALS AND USED RAG � ORIGINAL GROUND NOTES: PLAN SHOULD BE SINf TO A PROFESSIONAL CLE4NING SERVICE TO PREVENT THEM FROM CAUSING 3. ALL PAVING IS TO BE COMPLEfED W(iHIN THE SAI� PAVING SFASON. SECTION C-C A POLLU110N PROBLEM IN A LANDFlLL OR OTHER DISPOSAL AREA. LARGER SPILLS SHOULD 1. THE CONCREfE WASHOUT SIGN SW1LL BE INSTALLED WRHIN 50' BE ABSORBED WffH VERMICULfTE, SAWDUST, KITTY LffTER OR ABSORBENT "SNAKES." oF rHE �POw�zr coNCRErE wnsHOUr Fnciun. DISPOSAL MEfHODS DEPEND ON THE HAZARD LEVEL OF THE SPILLED MATERIAL NONVOLATILE 2. LJNER SF�ALL BE ANCHORED WffH GRAVEL FlLLED BAGS FOR �QUIDS CAN BE CLEANED UP WffH A WEf/DRY SHOP VACUUM AND DISPOSED OF WITH THE BELOw GRADE CONCRETE WASHOUT FACIUTY. REST OF THE FACILITY'S WASTE. DRAINS OR INLEfS TO STORM SEWERS SHOULD BE -� p L A N N O T E S NOTE: INSTALLED UNDER SEPARATE COM'RACT. MAINTAIN pLUGGED DURING SPILL REMEDIATION TO PREVENT OFF SITE IXPORT OF POLLUTANTS. REQU Rm � CONTRAC7 AND REMOVE WHEN NO LoNGER 03 IN ORDER TO PREVENT SOILD WASTE BUILD UP CAN BE PREVENTED BY DAILY LITfER CONCRETE WASHOUT FACILITY DETAILS _ � CONTROL AND HAVING DUMSTER ON SffE FOR COLLECTION OO �NSTAUED UNDER SEPARATE CONTRACT. IYWWNTAIN AS REQUIRED. NTS �P PROTECT D(ISTING CONSTRUCTION, Ui1L(iY� OR PLANT MATERIAL TO REIrWN. �� . y�HC pREpNV►7lon: IT IS IMPORTANT WHEN WASHING AND MAINTAINING EQUIPMENT TO ADHERE TO CERTAIN EP P S F�P � POLLUTION PREVENTION MEASURES. WHEN CLEANING INDUSTRIAL EQUIPMENT, IN MOST CASES Oj 7p' CFWN 11NK CONSIRUCTION FENCE. ,u,� �� pR w►Y �uH �u� �uc s�a ocr oEC [� � Y THE RESULTING FLOW MUST BE DISCHARGED AS PROCESS WASTEWATER TO THE SANffARY �g�� SEWER AND IS NOT ALLOWED IN STORM DRAINS. WHEN CLEANING GREASY EQUIPMENT OR 2 72' H�T. CWUN UNK SECURITY GATE. wH�nT oR rrrE ""�' � ' TRUCKS, A SPECIAL CLEANING AREA SHOULD BE DESIGNATED AND EQUIPMENT INSTALLED TO � �inr� on7s ��M�i��$R�n�t��6p�tp,R�c�pss CAPTURE, PREfREAT AND DISCHARGE THE WASH WATER TO THE SANffARY SEWER. IN O REMOVE 24' W. DfISf1NG ASPFIALT PAVEEIrIIENT ADJACENT TO REMOVED CURB AND GUTfER. ANNUAL RYEGRASS POSS ADDfiION, INSTRUCTIONAL SIGNS THAT PROHIBIT CHANGING VEHICLE OIL, WASHING WffH SAWCUT FULL DEPTH IN A STWUGFff IJNE s�NC: SOLVENTS AND OTHER ACTNffIES SHOULD BE POSTED IN NON-WASH ARFAS. FlNALLY, SUMPS MULCHING S� �N�NBP�J��THE ACRES OR DRAIN LINES SHOULD BE INSTALLED TO COLLECT WASH WATER FOR TREATMENT AND pERWWENT SEmIING DATES ��E'5-��. DISCWIRGE TO THE SANITARY SEWER. E FIGURE 5-2 PERMANENT SEED MIXTURE NON-IRRIGATED' �,�v � Q �J� A �e' w.s� IRRIGATED � �� p �, ,r � � ��,s,,,�,,� � DORMAT SEm11NGp � �� A yr `i' � � /. � �� \ \ � . • ,/,� i: �./i./� E . ; SPEqES �F• ��/i�/i�//%�" ` � �. . <// / e+ (O.Gm) IRRI6A710N N�m DURING THS PERIOD. TO CONiROI � . ��AT 71YES 07HER T H I W I N T H E � I � D E D N� S. LEVEL A N D � O P N� G, O P a A R E A S IQY �TOr!p I�NyTpO�ItpHANNlL sANlc� � n D �� ,�� ;��! • LATE SUYYER SEIDNG UA7ES MAY BE EXiENDED 5 DAYS 1.TALL FESCUE 35 .8 5.5-8.3 2 � 2 �� R e' Qo: TMin�11�P�T A A 2.R� �� 25 .6 5.5-8.3 1 AwuwM cF 1 � Mu� � �pp�m. �w��u�oo� VIEW LOOKING UP9TREAM '� ��'E � �� ' 3 KENTUCKY ��UF�SS 1 � .4 5.5-7.5 2 1 FIGURE 5-3 cREEPING ruac:uE �.4 FLO- "=.- P4�w.�,,,� ro��turi $�wc: $r� e�nK$ ia'io c:rr$ � , •. IQND OF SEFD 1000 SQ.FT. ACRE RE�IARKS 4.TALL FESCUE 15 .4 5.8-7.5 2 1 2 \/��j/;�\i��\\i�\ ;�/�j\��\��%//��/�/�/�� WHEAT OR RYE 3.5 LBS. 2 BU. CdVER SEID t' TO 1-1/2• DEEP KEMUCKY BLUEGR/�SS 25 .6 ��i��i��i��ii��/��/ /�/� S.TALL FESCUE 35 8 5.5-8.3 2 1 � DANU' 1O pE N�T •�//�/ //��/ SPRING OAlS 2.3 LBS. 3 BU. CONETt � 7�D 1 DEEP p,��p CROY/NVETCH'�+ 10 25 oI�Y F t�m TO tON1110L e' (2.Im1 � ' OITCM �IaN. 9Q oITCM MULCH 1.5-2 TON ACRES � ANO Fi� wN�TENANCE AREAS �N�o+�cerw�er�. 9ECTION A- A g,1�iU(�(Y � 40 :9 5.8-7.5 2 � 'L' � 11'I� DI�TANC!'JUCMTM AT PGINT9'A' AND + NOT NECESSARY MRIERE IAULCH IS APPLED. CRE�PMIG E 40 9 '6' ARE OF EAUAL O.EVA710N. IF A SfiE IS WING TO BE UNDISNRBED FOR 15 DAYS OR 1HEN TEMPOttAfiY 7.RP� � MGRASS 170 4.0 5.0-7.5 � �' � S� NALL NEID TO BE MISTALIID. IF AT MIYiNAE THE SEEDNd6 GANIOT BE g,TALL FESCUE 170 4.0 5.5-8.3 2 � 2 �, ° INT'A' INT'e' SEED E5TABLJSHm. 7HEN A MULCH OR SOIE OTHER IYPE OF GROUND SUBLIZER ��\� �� \� \� WILL HAVE 10 BE INSiALLm, PER APPRWAL OF THE STORY WATER s p�Q�� 2 yy�u �T p�� i%/i�/��/��i��//��//��//��/�� I�OCUUTE �MRH SPECIFlC II�IOCUUWTS. ��':�/%��%!%\�!%\�./•\/�j�/��/�,./��//\�!�\ \�� c�� . gpAGINC DETWEEN CHECK DAM9 `�'��%�%� TEMPORARY PERMANENT SURFACE TABILIZATI N o4 SURFACE STABILIZATION oz ROCK CHECK DAM DETAIL c%o ��pp � C100 NTS NTS CONSTRUCTION SEQUENCE 1. NOTIFY IDEM AND HAMILTON COUNTY SWCD WITHIN 48 HOURS OF COMMENCING WORK. 2. POST THE N01 AND CONTACT INFORMATION OF THE PERSON ONSITE RESPONSIBLE FOR RULE 5. 3. APPOINT A PERSON TO BE RESPONSIBLE FOR THE WEEKLY AND AFTER EACH 1/2" RAINFALL SITE EVALUATIONS. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE. 5. INSTALL INLEf PROTECTION. 6. STRIP TOPSOIL, STOCKPILE, AND TEMPORARY SEED. 7. INSTALL SHORING & D(CAVATE FOR LOWER LEVEL PARKING. 8. STOCKPILE SURABLE IXCAVATED MATERIAL AND TEMPOARARY SEED. 9. INSTALL UTILIIIES AND STORM SEWERS. 10. BUILDING CONSTRUCTION AND BACKFlLL D(CAVATION. 11. TEMPORARY SEED ROUGH GRADE BACKFlLL. 12. FINAL GRADING AND PAVING. 13. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER IXPOSED SOIL IS STABILIZED BY SODDING MULCHING. PLAN REQUIREMENT INDEX: DESCRIP110N OF MNNTENANCE GUIDEl1NES FOR POST CONSTRUCTION STORM WATER QUAI.ffY MEASURE. (SEE ATfACHMENT) FOR STORMWATER QUALfTY A PROVEN BEST MANAGEMENT PRACTICE (BMIP) WAS INSTALLED SEVERAL YEARS AGO TO PROVIDE FOR THE DEVELOPMENT OF PARCEL 5, THE PEDCOR CfTY CENTER PROJECT. AN lWUA-SWIRL IS LOCATED A80UT 340' DOWNSTRF�4M FROM 1HE PROPOSED POINT OF CON- NECTION FOR THIS PROJECTS STORM DRNNAGE. FROM T}IERE THE TRFATED WATER ENTERS A MULTI-PIPED UNDERGROUND DEfENTION SYSTEM S�ZED FOR THE BUILDOUT OF PARCEL 5. THE OWNER AND MAINTENANCE SERVICE WILL DEVELOPMENT A COMPREHENSNE PLAN TO HELP REDUCE THE AMOUNT POLLUTANTS THAT RUN OFF THE SffE; THRU THE REDUCTION OF FERTILJZERS USE. CUTTING DOWN ON THE AIdOUNT MOWING PER YEAR. EROSION CONTROL NOTES: t. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CfTY, COUNTY, OR 07HER GOVERNING AGENGES, WHICHEVER HPS JURISDIC110N. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDVITELY BEFORE ANY CLE4RING, GRADING, IXCAVATING, FlWNG OR OTHER DISNRBIWCE OF NATURAL TERRIUN. THE SffE WAS JUST RECENTLY CLEARED AND NO NATURAL VEGEfAT10N REMAINS. 3. ALL EROSION AND SEDI�IENT CONTROL DEVICES SFWl REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES T1iAT ARE TEMPORARY IN NATURE SWW. BE REMOVED OR MODIFlED TO ALLOW PROGRESS OF CONSTRUCTION. DNLY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTNENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPIACEMENT MUST BE IAADE Wfl}�IOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBIF FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GNEN TO THE D(CAVATING COMW\CTOR OR A SUBCOIJIRACTOR AND THEY FAIL TO MAINTAIN IWD REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENFRAL COMRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROlECTION SFWl BE USED AS INDICATED ON PLANS. IF LOC�4L ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, ff SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO U5E THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBIJC OR PRNATE SiREEfS, ROADS, DRNEWAYS OR SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. 7. NO 100-YEAR FLOODPWNS, FLOODWAY FRINGES OR FLOODWAYS IXIST ON THE S(TE. 8. fT IS NOT ANTICIPATED TFIAT STORM WATER WILL ENTER GROUND WATER ON THE SffE. g. THE CONTRACTOR SFWl HAVE THE TRASH PICKED UP ON A DIVLY ROUTINE DURING CONSfRUCT10N. 10. THE CONTRACTOR SHALL PROVIDE A CONCREfE WASH-OUT AREA ROUGHLY 10X10 OR 15 X15 AND 2 FEEf DEEP. THE CONTRACTOR SHALL DISPOSE OF THE CONCREfE WASHOUT MATERIAL IN A MANNER APPROPRIATE TO STATE LAWS THAT GOVERN INDUWA. 1 t. THE FUELJNG AND TOP OFF OF VEHICLES AND EQUIPMENT SW1LL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT MAY SPILL IS COLLECTED AND DISPOSED OF IN A APPROPRIATE MANNER ACCORDING TO 5TATE LAWS THAT GOVERN INDIANA. EROSION KEY & LEGEND � � � � _ - CONSTRUCTION LJMffS --------------= PROPOSED STORM SEWER -■-•- PROPOSED 72" CL CONSfRUCT10N FENCE S F `�. SILT FENCE, SEE DETAIL 08/C 100 T TOPSOIL STOCKPILE E C B EROSION CONIROL BLANKEf (SURFACE APPLIED) SEE DETAIL 04/C100. TEMPORARY GRAVEL CONSTRUCTION STAGING AREA G W TEMPORARY GRAVEL WHEEL WASH AREA SFIP s� D�a� os%C100� PROTECTION, r �-j FABRIC DROP INLEf PROTECTION �r � PER DETAIL 07/C100 p� PERMANEM SEED T S 1EMPORARY SEED C D ROCK CHECK DAM PER DEUUL O1/C100. C W CONCREfE WASH-OUT LOCATION PER DETAIL 03/C100. T D �MPORARY DNERSION SWALE Know what's be�OW. Call before you dig. Wfthin /ndiona Coll 811 or 800-382-5544 24 Hours a Doy, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. R IS AGAINST THE L4W TO EXCAVATE WITHOUT NOTIFYING 11iE UNDERGROUND LOCATION SERVICE 1W0 (2) WORKING DAYS BEFORE COMMENCING WORK. AMERIGAN ��V��' � INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. stru ct u re po i n t. co m Engineer: \`��\\11111111/��/ .`��`\\�vN �s f C��F ��'� �` �7 �G RF 'P �� _ � No. ° � = * PE 10 07 * ;� �' �O� � .��/ s �Np \`�� ,//�� S i i i i i „��`\. By: � � � KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R (./ , C.%C°%�� DEVELOPMENT CC?. Project: � � J V Z L� � � � � � �^ I..L� � � � � c� U Z � o � � � a� �r �� J � z .� � � � _ U = m �; �� m = �-+ � � � o � � z `�' � �� L� � U ' � � W U I..L.. Q 1..1..� �� ?VK.GF-T d� J�IPJeR I :'"�.; MGi �� rNi ocur, u s am us-s r N F�, s nu s._ o -= .� CH. �TA'vC F�E 4� L�-- '� � �-` 5 ONFOENTq C BM11'�S IONAN�� 5' IE N 4 �� eECONST,�EOasP e��ca-on i Fo�nr � F �r� � �:� N EuECr,�a coF �sic E�, s � a � �hT4NE:� N ��NST.' �. IvA > � ' � _ A�� E- a��s�s,�-� � ° n �J OLE �FT J SGh HESE F4lJllv� R H ��IhC LI h a�i� ivcs � R�N �= t R s ac mc vcs u �uv��, a�eo o E r,ieleo v o�Fa Ne a� + � JT.'.E LdiSEDSTFe� G�.NaY l t�� iC4� F '��' _ � ONSEM OF i E R -1. 4P s : �-J 1 , - ^ � � �` � - -� 0.,OPVRiG�l2 2.A-E�� STJT� Nh 41A . �,�a Bid Set Const�ction Documents Set Issue Date Sheet Issue Date 02.20.2013 02.20.2013 Drawn By Checked By KAM OSSONICOFr R Last Revision Date: Project Number: NASH BUILDING Sheet Title: EROSION & WATER QUALITY PLAN Sheet Number: � 1()() t, HEET #LayNo � OF 121 x � x J L.LJ J � 0 m �F' W.I W W � C.� Z O Z O � 24' W. SOUTH RANGELINE ROAD � � SITE LAYOUT PLAN SCALE: 1" = 2 0' LAYOUT GENERAL NOTES LEGEND O-� PLAN NOTES: - �� -= CONSTRUCTION UMIT LINE Os WORK UNDER SEPARATE CONTRACT. �7 PATCH D(ISTING ASPHALT W/ASPHALT IF NECESSARY. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- 7. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CffY DCCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL O LIGHT POLE LOCATION. SEE 'E' SERIES DRAWINGS. 18 TURN ARROW PER DETAIL 10/C600. OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. � = HEAVY DUTY CONCREfE PAVEMENT O 19 STOP SIGN PER DETAIL 19 C600. UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- pCPANSION JOINTS SHALL NOT D(CEED 40'-0' MAXIMUM W WALL WffH GATE PER �A' SERIES DRAWINGS. � TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON OF WALL WffH FENCE PER �A' SERIES DRAWINGS. 2o HANDICAP RAMP PER DETAIL 11/C600. PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- PLANS. � = CONCREfE PAVEMENT Ot NEW CONCREfE CURB AND GUTTER PER DEfAIL 03/C600. 21 PAINTED HANDICAP SYMBOL PER DEfAIL 17/C600. LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFl- CATIONS. 8. ALL CONCREfE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO DcCEED 10'-0' MAxIMUM ExP�►N- Q2 NEW 1 1/2" HIGH CONCRETE GUTTER CURB PER 22 HANDICAP PARKING SIGN PER DEfAIL 18/C600. 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLEfE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTI�ITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILIIY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 4, ALL CONSTRUCTION MEfHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FlELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES ARE FOUND ON THE SURVEY PLAN FROM ACTUAL FlELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 6. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQ'D OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. SION JOINTS SHALL NOT EXCEED 40'-0' MAXIMUM. CON- TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFfER THE CURBS ARE PLACED. 9. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 10. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LJNES AND OR BUILDING LJNES UNLESS OTHERWISE NOTED. 11. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 12. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 13. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEEfS THE D(ISTING PAVEMENT, THE DCISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS INSTALLED. 14. ALL HANDICAP RAMPS NOT JUST THOSE THAT ARE PERPENDICULAR TO THE CURB SHALL NOT D(CEED A SLOPE OF 1' IN 12" LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SRE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. 15. BACKFILL UP TO TOP OF CURB WHEN SOD OR SEEDING IS NOTED. � - ASPHALT PAVEMENT � - HEAVY DUTY ASPHALT PAVEMENT ----�.--- l�J = TACTILE WARNING GROOVED CONCREfE = BROOM FINISH CONCRETE RAMP DETAII 01/C600. 23 4° WIDTH PAINTED PAVEMENT MARKING (BLUE) �45' O3 NEW CONCREfE CURB PER DEfAIL 02/C600. WHERE APPLICABLE. O4 NEW INTEGRAL CONCRETE CURB & WALK PER DETAIL 04/C600. 24 ORNAMENTAL MEfAL FENCE PER DEfAILS 21 & 22/C600. O5 NEW CONCREfE DRIVE PER DETAII 08/C600. O NEW 4" THICK CONCRETE WALK PER DETAIL 09/C600. Q7 NEW CONCREfE STOOP PER DETAIL 05/C600. O NEW TACTILE WARNING GROOVES PER DEfAIL 13/C600. O NEW CONTRACTION JOINT PER DEfAIL 09/C600. to NEW EXPANSION JOINT PER DETAIL 07/C600. 11 BROOM FINISH ACROSS DIRECTION OF TRAVEL. 12 ASPHALT PAVING PER PER DETAIL 14/C600. 13 HEAVY DUTY ASPHALT PAVING PER DETAIL 15/C600. 14 4" WIDTH PAINTED PAVEMENT MARKING (WHITE). 15 INTEGRAL CURB, GUTTER, AND WALK PER DEZAIL 20/C600. ts PROPOSED INLEf PER DRAWING C300. CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: � �� , �� 2�� 40� SCALE. 1 " - 2O' NORTH 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREEfS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DEfAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT-OF-WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. Know what's b@�OW. Call before you dig. Within /ndiana Call 811 or 800-382-5544 24 Hours a Day, 7 Doys o Week. PER INDWNA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO DCCAVATE WtTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. AM E R I CAN STRUCTUREPO�NT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. structurepo int. com Engineer: By: � � � KEY PLAN BLDG D SCALE: NTS PLAN NORTH Developer: P E D C O R �' �� DEVEL�PMENT CO. Project: � � J V z �. � � � � � � � o 4� � � �, U z �o >, ° ° °' � � �� z --�� - v -� m � -m= �� o � � � �� z O c� � � V ' � J �.�..� U I.J_ � � �oPVa�r�- � '�,b;eR �+ �F�t; �� :`5 �His oocur EN s pN Ns-F�M N o sre�ice aNC � r�esc� .��a=_F .� -- ARCNi1EClnaoveoco�o s.cNC�o�c � � n �NFORr.in i ti oN�a�He . is roNFioENlia� .r r�an�is i� N aec o�s � e� u o c- P aa� ies �s n., B CONSTFJE JB' CA ION N EROGA JN� 0� h10N A1 P:FiG IN LLe:"JALPROPEF,vF �i�G��k THEFR SE FIGH S P ti CR1 ON,AINE�NEREIN NcT L ES�N ORiGNH AN ��tiFJB 4E t4GF�G knC'�I �. EC' JAA1 5 F,TU� �1AM1 AND �E7C C� G40 .� � 4F �- w.�o�eoF-�;isoesicn �Heseor.nwimcsoF-N�Fes�r��nca�;�o�meo� B�IL�INGSOFrORilON50F ERStiLilh(' JILUN OR31 NC 1Ati3E DJP,'4TE OPIED.cxr1B � H""OG��AP E P'��F1L�N IIO �: �.neRwis oislFisurec�Nar.vw .wrr-o -� s �F nNOO ��rv �'eo coNSeurcF Neaaceire� dnti+es�s-��e�nm�h��.ea� c �� -_� o��P��, �o,z ��,ES � sr�T��,�ti A�� a�,�� .�� Bid Set Const�ction Documents Set Issue Date Sheet Issue Date Drawn By Checked By Last Revision Date: Project Number: NASH BUILDING Sheet Title: SITE LAYOUT PLAN Sheet Number: � �t)t) (� HEET #LayNo OF 121 � % zzz�° < < < � D r*i � Z II y II �� II � m �� V V�002 cn W � N ZZZZ <«<� 00 �ZtnZ�D II II II II II Z �� N N N N W m �I C� C� �I 00 c.000U�cDN� �I U� W V �I 2 �, l �� °� II D � m c'�' z � w r; �� !�) a�2� «Z �' � � J � m W �' � � � �7b1 837.64 Z 837.52 N � �.0� C� II II � ��ww- �,�z �oorri �o-i � � «�� NZII� �� r W � � v � ww� �� . � �� \ \ \ \ . n �� 36" RCP LJ U I.J �-- X -- �- --� - �- -�-�- � -- � - x -- x - - Y SOUTH RANGELINE ROAD GRADING AND STORM DRAINAG � - - E PLAN 0 �` f l`�N DRAINAGE MH � i OR = 837.46 n I�!V. N = 828.51 � - I Iv'�`. N E = 831 .61 I N V. � W = 8 31 . 01 �._,_ INV. S = 828.51 CURB INLET TOR = 837.56 INV. NE = 832.06 ti INV. NW = 832.06 � ` S�Iii�. � p - 2 0� GRADING GENERAL NOTES: 1. SUBGRADES FOR LAWN/LANDSCAPED AREAS SFWl BE ESTABLJSHED 10. ALL CONSTRUCiION MEIHODS !WD AM7ERWS MUST CONFORM TO 17. ALL WWDIGP RAwIPS 1FIAT ARE PERPENDICUUR TO THE CURB AT EIEVATIONS /LLLOWING 12' TOPSOIL BACKFlLL CURRENT STANDARDS AND SPECIFlCATIONS OF iHE FEDERAL, STATE, SFW_L NOT IXCEED A SLOPE OF 1' IN 12' LON(�Tl1DINALLY. 2. PROVIDE POSt11VE DRAINAGE IN ALL PAVED AREAS MIfTHOUT PONDING COUN17, CITY OR LOCAL REQUIREMENTS, WHICHEVER W1S FUWDICAP R1WPS IWD SIGNS SW1LL BE IN ACCO(tDANCE WITH THE WATER. THE PAVING C01�(TRACTOR SFWl TEST ALL PAVED AREAS �URISDICTION. ADA REWIREMEM'S. SEE SfTE PUW FOR LOGTION OF RAAIPS !WD SIGNS AND THE DETAILS FOR SPECIFICATIONS. FOR BIRD BATH CONDI110NS BY FLOODING THE ENTIRE PAVEMENT � �, pp�NG PAVEI�ENT, SIDEINALKS CURBS DRNEMIAYS, ELECTRICAL AREA WfTH WATER AND MARKING THE PONDm AREAS PRIOR TO THE TRANSFORt�ERS !WD PADS, DITCHES, DRAINAGE PIPES, AND 18. fT IS THE RESPONSIBIUiY OF THE CONTRACTOR TO ACQUAINT INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SW1LL BE $TRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SI6NS, H�ISELF WRH THE SOIL CONDl110NS. MADE IF NECESSARY. POWER POLES ETC., TO REMNN AND BE PROlECTED FROM DAIAAGE 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS � TME CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SFWl 19. ALL AREAS WHERE THE IXISTING PAVEAIENT OR PAVEAIENTS ARE IN THE FlELD PRIOR TO THE START OF CONSTRUCTION. THE BE RESTORED, RECONSTRUCTED OR REPLACED BY THE COHTRACTOR pAMAGED DURING CONSTRUC110N FR0�1 HEAVY EWIP�IENT, FUEL CONTRACTOR SW4LL BE RESPONSIBLE FOR ALL FlELD DIMENSIONS AT HIS D(PENSE ALL DAMAGES SW�LL BE RESTORm OR OIL, OIL, GpSOLJNE EfC., BY THE GENERAL COHTRACTOR, AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF REPLACED TO AT LE4ST THEIR ORIGINAL CONDfTION OR AS REQUIRED SUBCONTRACTOR, OR SUPPLIERS, SWUl BE RECONSiRUCTED TO ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR OR DICTATED 8Y FEDERAL, STATE, COUNTY, CfiY OR LOCAL f�S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, LANDSCAPE PLANS FROM ACTUAL FlELD CONDfIIONS, THE ��CIES. COUNi`(, CffY OR LOCAL AGENCIES, /WD TO THE SATISFACTION CONTRACTOR SFWLL CONTACT THE A/E IMMEDUITELY. IF ANY 12. ff IS THE RESPONSIBILliY OF THE CONTiL4CTOR OR CONTRACTORS OF THESE AGENCIES. THIS RECONSTRUCTION AND OR REPAIR DISCREPANCIES FOUND ON THE SURVE`f PLAN OR ACTUAL FlELD TO OBTAIN ALL FEDERAL, STATE, COUMY, CffY OR LOCAL PERMfTS SW4LL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION CONDf110NS THE CONTRACTOR SFWLL CONTACT THE A/E II�MEDUITELY FOR MIY AND ALL WORK REQUIRED UNLESS OTHERMIISE NOTED. OR DURING THE SCHEDULED PAVNG. FOR INSTRUCiIONS. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR 19. CONTiL4CTOR SFWl II�PORT OR IXPORT ALL SOIL AS NECESSARY ALL REQUIRED PERMfi'S 6Y ANY OR ALL AGENCIES MENT10Nm FOR COIiIPlEf10N OF PROJECT AS PART OF BASE BID. THIS INCLUDES 4. ALL CONTRACTORS BUT NOT L1MfTED TO 1HE IXCAVATING qBpyE UNLESS OTHERWISE NOTED IN THE CONTRACT OR IXCAVATiNG FOR THE LOWER L.EVEL PARKING GARA('�E CONTRACTOR COM'RACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN SPECIFlCATIONS. D(CAVATING IN AND AROUND IXISTING UT1LffY LINES AND SWU.L CONFlRM T1iAT THE IXISTING TOPOGRAPHY SHOWN ON PUWS EQUIPMENT. ACTUAL FlELD LOCATIONS OF ALL THE D(ISi1NG 13. R SFWl BE THE RESPONSIBIUTY OF THE CONTRACTOR TO BFAR IS ACCURATE AND CONTACT ENGINEER IF DISCREPMICY IS FOUND. UT1LfTIES ARE THE CONTRACTORS RESPONSIBILTY AND MIUST BE ALL IXPENSES TO REMOVE, RELOCATE AND OR I�IODIFY ALL LOCATED EITHER BY THE REPRESENTATNE OF 1HE UT1LfIY COMPANY UTILITIES, PRNATE OR PUBLJC, OR OTHERWISE fT FURTHER SFVILL OR BY A PRNATE UNDERGROUND UT1LfiY LOCATION COMPANY BE THE RESPONSIBILliY OF THE CONTRACTOR TO VERIfY M�TH EACH PRIOR TO THE START OF IXCAVA7ING. VERIFY MINIMU�I COVER UT1Lf1Y COMPANY AND OR l�INT TO WHO IS RESPONSIBILITY TO REQUIREMENTS BY THE UTIL.fTY CONTRACTOR OR COMRACTORS OR REWIIOVE, RELOCATE, AND OR MODIFY SUCH UTILltY D(ISTING OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES TFIAT HAS PROPOSm. ff FURTHER SWILL BE iHE CONTRACTORS JURISDICTION SO NOT TO CAUSE DAMAGE. R6PONSIBIIJiY TO VERIFY IF ANY FUil1RE UTILJTIES ARE PLANNm AND HOW IT I�IAY EFFECT THIS PROJECT AND R'S OWNER AS TO 5. fi IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UiltliY TH�R FUTURE RESPONS�ILfiIES. COMPANIES IWD DEPARTMENTS 72 HOURS BffORE CONSTRUCTION �4. iHE CON�RACTOR SFWl BE RESPONSIBLE TO PROVIDE AT HIS IS TO START TO VERIFY MIY Ui1LfT1ES TFIAT IYIAY BE PRESINf ON IXPENSE ALL AUTOMOBILE AND PEDE5fRVW 1RAFFIC CONiROL SfTE. ALL VERIFlCATIONS, LOCAi10NS, SIZE AND DEPTHS SFWl BE DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL MADE BY THE APPROPRWTE UTIIl1Y COMP/WIES OR DEPARTMEM'S. �ENCIES. WHEN IXCAYA7ING AROUND OR OVER D(ISTiNG UTILITIES, THE CONiRACTOR MUST NOTIFY THE UTILffY COMPANY SO A 15. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH REPRESENTATNE OF THE U11LIT1' CAN BE PRESENT DURING iHE ppY AND REMOVE ALL MUD, DIRT, GRAVEL AND LAOSE IiIAAiERWS IXCAVAiION TO INSTRUCT AND OBSERVE DURING THE IXCAVATION. �KED, DUMPED, SPILI.ED OR WIND BLOWN FROMI THE SfTE ONTO 6. TRENCHES FOR ALL UT1LfilES SW1LL BE BACKFlLLED COMPIETELY WtTH OiHER SfTES, RIGHT OF WAYS, PUBLIC OR PRNATE STREEfS OR APPROVED ENGINEERED GRANULAR I�IATERWL. WIiHIN iHE RIGHT-OF-WAY ROADS' �RANEwAYS, YARDS OR SIDEWNJCS. THE COMRACiOR BACKFlLL MUST MEEf CIiY STMIDARDS. SEE THE APPROPRIATE DEfAILS MUSi CLF/W OR PICK UP DAILY IF NECESSARY, OR II�MEDIATELY AND SPECIFlCATIONS FOR APPROVED IAATERWLS. �� REQUESTED TO DO SO BY THE CITY. THE CONTiL1CTOR SFWl REDUCE 1F� AIRBORNE DUST DURING 1HE ENf1RE CONSfRUCiION SCHEDULE. WATER I�AAY BE USED AS A REDUCER. 7. ALL PROPOSm SPOT ELEVATIONS ARE THE FlNAI. TOP OF PAVEIJIEM, TOP OF CURB OR FlNAL GRADE ELEVATION. 16. THE UT1LfilES INDIGATED ON THESE PLANS !WD ON 1HE SURVEY 8. TO DEfERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A �Y NOT BE A COMPLEfE INVENTORY OF ALL 1}� D(ISi1NG PROPOSED FlNAL ELEVATION, SEE APPROPRWTE DEfAIL �� D AROUND iHIS StfE. THE LOCA710N AND SIZE OF THESE UT1LfT1ES IdAY BE APPROXIMAiE. 1HIS 9. HEAVY CONSiRUCiION AND EQUIPMENT TRAFFIC MAY CREATE INFORI�ATION WAS GAiHERm OR SUPPLIED BY 07HERS IWD USED PUMPING AND GENERAL DEfERI0RAT10N OF THE SWILLOWER SOILS � TME A/E AND IdAY NOT BE ACTUAL iHE A/E SHNl. NOT BE IF IXCESS SURFACE WAiER IS PRESENT. PROPER PRECAU110NARY HE1D LWBL.E FOR ANY INCORRECT OR �IISLEADING UTIUTY STEPS MUST BE TAKEN DURING THE INi1RE CONSiRUC110N INFORMAiION INDICAlEO, IMPLIED OR NOT INDICAlED ON THESE SCHEDULE TO ALLEVIATE SUCN DAMAGE. P�S' LJ LJ U UKAINACit MH `(;UKti INLtI TOR = 837.45 TOR = 837.20 INV. SE = 831.55 INV. N= 831.20 INV. SW = 831.35 INV. SE = 831.10 GRADING PLAN LEGEND PROPERTY LINE - � � - � � - � � - CONSTRUCTION LIMIT UNE EXISTING INDEX CONTOUR �8� PROPOSED INTERMEDIATE CONTOUR � PROPOSED INDEX CONTOUR --- PROPOSED INDEX CONTOUR 750.00 PROPOSED SPOT ELEVATION �5a.00 PROPOSED SPOT ELEVATION (FUTURE CONSTRUCTION) T ��•� TOP OF CURB ELEVATION ��•� BOTTOM OF CURB ELEVATION TR TOP OF RISER OR RAMP ELEVATION TS TOP OF SLOPE TDC TOP OF DEPRESSED CURB BR BOTTOM OF RISER OR RAMP ELEVATION INV. INVERT ELEVATION HP HIGH POINT LP LOW POINT - - - - - - - NEW UNDERDRAIN - - - oE - IXISTING OVERHEAD ELECTRIC/TELEPHONE IXISTING UNDERGROUND TELEPHONE INV. 835.60 GUTfER INLEf PER DEfNL 03/CC601 SUB INV. 835.80 INV. 8" W 835.25 INV. NE 835.50 INV. N 834.70 INV. S 834.60 8 LF.15' RCP STORM SEWER 00.50X SLOPE CAP AND IdARK EN 7.2 RIM - -I4 GBAQE � _� �� INV. 834.81 �3 LF: 4" PVG ROOF ��DRlUN 02.00X SLOPE � � �J ''�F T� LEANOUT PER DEfAIL 2/C601. INV. 836.16 i] O � �� I` I �5 2 1 \ < � � \ DRAINAGE MH - � � TOR = 834.33 f� -i INV. N = 828.55 � r� � D \\ INV. NE = 830.48 X �� ? INV. S= 828.51 0o w D \ \ I ' NW� � I V W \ � o c.�n = `�\ x�_ � _J � . ; � __ x � ,� 42" �C ` l�% 42" RCP �---- � 6 °° PV�_ I -- � � ; -� „ � __�� - -- ��----- . �/�- Y --7'� j - - / % ,'/ / \ � � �� j / � � � � / -------------� _-TT�� -CURB INLET TOR = 837.06 INV. N = 833.25 (12" RCP TO S.) N � � � Blind Tee O-�'GRADING PLAN NOTES sQ WORK UNDER SEPARATE CONTRACT. O MEET EXISTING PAVEMENT, CURB, OR WALK ELEVATION TO REMAIN. PO SUMP PUMP DISCHARGE, SEE �P' SERIES DRAWINGS. O1 4" CORRUGATED PERFORATED PLANTING BED DRAIN. CONNECT TO ROOF DRAIN WITH WYE AND RISER. O2 PAVEMENT SUBDRAIN PER DETAIL 15/C601. O3 PROVIDE 4" DIA. PVC CONDUITS QUANTITY AS INDICATED. CAP AND MARK ENDS TO GRADE. a-�"UTILITY PLAN NOTES P PROTECT EXISTING SEWER OR UTILITIES TO REMAIN. 1 ENVAC SYSTEM PIPING. 2 ENVAC MANHOLE PER DEfA1L 07/C601. _ / � � 2" RCP - -_-_ -- 12" RCP � DRAINAGE MH TOR = 837.36 CURB INLET INV. N= 830.5o TOR = 837.49 INV. NW = 833.31 INV. SE = 834.09 INV. � = 829.29 i c�: :�. C= 829 . 31 > � - _ - o' � o' Zo' �o' SCALE: 1 " = 20' VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEETt NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEETt WEST OF RANGE LINE ROAD, 5 FEETt EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31 -1 ELEVATION 835.87 CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. I ACE TBM #71 ELEV. 839.60 A CHISELED "X" ON THE NORTH BOLT OF FIRE HYDRANT. WEST SIDE OF RANGELINE ROAD AND 650't SOUTH OF CITY CENTER DRIVE. CSC TBM #1 ELEVATION 835.86 A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF SITE CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREEfS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DEfAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT-OF-WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. NORTH AMERICAN �� I � INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. stru ctu re p o i n t. co m Engineer: \\��i i i ui�iii��i ��\\\�vN �STE,p ��F'p'�� . � � �� No. ° : �� PE 10 07 � _ ��if� �ND \�: �,��/s+s `\\\\\\�� iiiii �� By: � � � L� � KEY PLAN BLDG D SCALE:NTS PUW NOR7}i Developer: P E D C O R �� C :�x � DEVELOPMENT CO. Project: � O J � z � � � � � � �^ 1.,1� 0 � (� � N C� z � o � � � a� � ♦� � J � z . � V�m - � - m = � � � � � � Q � U � Z � o (� � o�o U ' � J W U L.L_ Q 1..� coPV��r�� N.�ti�:;F� ti r�r ^:sc J��, � THis ooatiiEU s nr� Ns�s r eNr o seae aN ��. re o� �� - N- aFCH.TFC?AN PE ' OR'JE GP G UU �_�� MF F�I.V ON ON 4�N�G . ISCONFDEhTIAL �SSU6MISSIONAIvD `S�F 7h 00'H R 4RT I hC� " e=_:,oNSreueoas a�aucnT om N oe�ocal oh o conm�oN n�� ., �. �rr �N*EUECr�a�aaoveRrv�icNtS�ROrHE�aESeRVeoFicNis awr,FC�hiaua�.� CONTAINE�HEFEINCONSL,T E,H 0�`IGiNAL4NCUNPI;BLI EJWC k�F'�f A GH'TEC7 �AbtESR STL'Z11AN 4Y��, CCOR'l SGN ^' � 5 . WHOL�OF?riIS�E5IGN THESEORAbJINGS.ORT ERESU �'N I,LG'-J F e„i�oiNCS ca�oer.oNSCF1HeFesu�_°imceu�o,NC ��i vc ia - �JPLICA'EC COPIED exHI91,E� P.0 OGFA HE� PJ&�. 4= GL .E� n a-HeFwis=_�isTaieureoiNnurNnnalHO tiesPaFCati ,. ��;s.-e� oNStNroFrr�ea�eN�rECr an ;ru- a aro�eoe r.aec��__.. o� �P�n��r zo,z ��,ES � �-�� A�a �� da�� Bid Set Construc�on Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By y�qM RRO'GSS Last Revision Date: Project Number: NASH BUILDING Sheet Title: GRADING & STORM DRAINAGE PLAN Sheet Number: �/ t� �� HEET #LayNo OF 121 PLANTING NOTES: 1. IN CASE OF DISCREPANCIES BEfWEEN THE PLAN AND THE PLANT LJST, THE PLAN SHALL DICTATE 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" IAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SW4LL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH. MULCH SWU.L BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE NON-PALLEfIZED GRADE A SHREDDED BLACK DIED MULCH OBTAINm FROM SAWMILL OR LUMBERING OPER- AT10N. NO U7ILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE-EMERGEP(T HERBICIDE SHALL 8E APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFlED BY I�MWUFACTURER FOR EACH PLANT VARIEfY. 4. FlNAL PLACE�IEKT OF PLANT MATERUUS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHffECT BEFORE PL.ANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SW4LL BE MARKED WffH A WOOD STAICE INDICATING VARIEfY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LJNES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT L1NES W/ OCCASIONAL WOOD STAKES FOR REFER- ENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHffECT RESERVES 1HE RIGHT TO ADJUST PLANT LOCAl10NS ON THE SITE. 5. NO SUBST1TUilONS OF PLANT MATERWLS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHffECT PRIOR TO BID IN WRffING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WfTH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SffE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SffE BY LANDSCAPE ARCHffECT. 6. ALL PLANTS SHALL MEET OR IXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDRION, AS SEf FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER IYIATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERUIL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHfTECT SW4LL BE REPLACED AT NO ADDfiIONAL CFWRGE BY THE LANDSCAPE CONTRACTOR. 9. FURNISH LANDSCAPE ARCHffECT WffH A COPY OF THE TOPSOIL ANALYSIS AND RECOMMENDATIONS FOR AMENDMENTS TO PRODUCE A SATISFACTORY TOPSOIL 10. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESiIC OR IMPORTED MATERIAL., CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SW4LL BE APPROVED BY LANDSCAPE ARCHITECT. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRRING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVNE IN LOCATIONS NOTED ON PUWS. 12. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY COMRACTOR FOR 60 DAYS FOLLOWING FlNAL INSPECTION BY LANDSCAPE ARCHfTECT AFfER WRfTTEN REQUEST 8Y THE. LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTNATING, MULCHING, MOWING, dc ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PL.ANTINGS. 13. CONTRACTOR TO SUBMfT UNff PRICES ON EVERY TYPE OF WORK AS REQUtRED BY LANDSCAPE ARCHffECT. 14. ALL LANDSCAPED AREAS WffHIN CONSTRUCTION UMIT LINES SHALL BE BACKFlLLED WffH PL.ANTING SOIL MIX. 15. THE LANDSCAPE COIJTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMfT'S AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. REMOVE TRANSff GUARD REMOVE WIRE BASKETS BEFORE TREE IS IN PIT. REi�OVE BOTfOM OF BASKET CUTfING HORIZONTALLY. AFTER TREE IS IN Pff REMOVE THE REST OF THE BASKEf CUTTING ��LY. � Z'-4' OF HARDWOOD MULCH. AGED WOOD CHIPS OR SIMILAR MULCH. KEEP MULCH 2"-3" FROM TRUNK. —� BACKFlLL USING APPROVED PLANTING SOIL MIX. WATER TO ELJMINATE AIR POCKEfS � \=J x � J � 0 m Z W � 0 z � O � SOUTH RANGELINE ROAD LANDSCAPE PLANTING PLAN SCALE: 1' = 2 0' REMOVE TAGS AND LABELS PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT PLANTING TIME. BUD GRAFT. ROOT COLLAR FLARE: COW4R S BE LEVEL OR UP TO 1'-2' ABOVE FlNISH GRADE. REMOVE ANY D(CESS SOIL TO IOCATE AND IXPOSE ROOD FLARE. SOIL GRADE. SCORE SIDES OF THE PLANfT1NG PfT WALLS. �� . � � ��'�,��! = i////�=- ` ! .�. ------ e i . �rs��?�; I _ �;�, . �.. _ ""' ili�� _ II��fIIL�.:`� � "�'.-� =�IL.�, IIII I .""""i `.��.i��\!�►--_ ��- __ �I'�II�►�iL�� ,_-� ,wiii �"'�►. - - - ��h\��`� .\\' LEAVE SOIL UNDER BALL SUPPORT ROOT BALL AND TREE PLANTING DETAIL NTS \\�/ � �,. /i ICE SEfTLING � 1 1/2 - 2 TIMES BALL DWrIETER \�;�\�;�\�;�\ \\' . PLANTING LEGEND — — — CONSTRUCTION LJMfT LJNE �� PROPOSED TREE � PROPOSED ORNAMENTAL TREE PROPOSED EVERGREEN TREE (3 PROPOSED SHRUB � PROPOSED GROUNDCOVER BED 2'-4` OF W4RDWOOD IAULCH, AGED WOOD CHIPS, OR SIMILAR MULCH. KEEP MULCH 2'-3' FROM TRUNK. � BACKFlLL USING APPROVED PLANTING SOIL MIX. WATFR TO ELIMINATE AIR POCKETS �� f .� -,��enl_:::_ � - _ ��iii! ► "',�=- .,, - .:�� v�!!:_ �`1��►�'%�� =- -- _ � I�' I''►ii�! ---�� — i\�� /i��/i� � %% '//. LFAVE SOIL UNDER BALL UNDISTURBED TO J SUPPORT ROOT BN.L AND REDUCE SETTIJNG 1 1/2 - 2 TIMES BALL DUIMETER SHRUB PLANTING DETAIL NTS REMOVE TAGS AND LABELS PRUNE ONLY DEAD OR BROKEN BRANCHES AT PLANTiNG T1ME. ROOT COLLAR FLARE: COLLAR S BE LEVEL OR UP TO 1 "-2" ABOVE FlNISH GRADE. REMOVE ANY D(CESS SOIL TO LOCATE AND D(POSE ROOT F1ME. SOIL GRADE. SCORE SIDES OF THE PWVTING PfT WALLS. � � 4�///�i� - /'�I//////J�I�_ 1 ��////////% —�i �' \ �\ /i�� \�/\��/\��/ .\\' C O o' � o' zo' �o' SCALE: 1" = 20' Planting Schedule e Botanical Name Common Name Size Notes TREES LIQ-S LIQUIDAMBAR STYRACIFLUA 'SLENDER SILHOUTE' SLENDER SILHOUETTE SWEETGUM 6�-7' HGT. B& B QUE-R QUERCUS ROBUR FASTIGIATA COLUMNAR ENGLISH OAK 2 1/2" CAL. B& B PIC-0 PICEA OMORIKA SERBIAN SPRUCE 10'-12� HGT. B& B SHRUBS BUX-G BUXUX x�GREEN GEM' GREEN GEM BOXWOOD 18", �3 CONT. PLANT 30' O.C. BUX-M BUXUX x�GREEN MOUNTAIN' GREEN MOUNTAIN BOXWOOD 24�-30" HGT. SHEARED AS X'MAS TREES GRASSES, GROUNDCOVERS, AND PERENNIALS EUO-C EUONYMUS FORTUNEI COLORATA PURPLELEAF WINTERCREEPER 2 1/4" P.P. PLANT 8" O.C. PLANTING SOIL MIX WILL BE A MIX COMPRISED OF THE FOLLOWING. 40� PULVERIZED TOPSOIL — SANDY LOAM (TOPSOIL TO BE 50-60% SAND) 40� LEAF MOLD 20� HAYDITE — BX GRADE MIX TO TESTED AND ADDITIVES ADDED TO ENSURE A SOIL PH OF 6.5-7. SHRUB BEDS TO HAVE AN EXCAVATED DEPTH OF NOT LESS THAN 12" AND BACKFILLED WITH THE MIX. Know what's b@�OW. C111 before you dig. �thin lndiana Coll 811 or 800-382-5544 24 Hours a Day, 7 Days a Wcek. PER INDIANA STATE LAW IC 8-1-26. R IS AGAINST THE LAW TO EXCAVATE W(THOUT NOTIFYING THE UNDERGROUNO LOCATION SERVICE 1W0 (2) WORKING DAYS BEFORE COMMENCING WORK. AMEBICAN STRUCTUREPO�NT INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. structu repo int. com Engineer: By: \\\\��i�iuiiii�� •�avN A. ��''�,�, �` � ��srfR�o��'��; = No. _ �� PE 10 07 � _ �iO� �ND .\. .��is+s \\\\`\\�. �i��ii �� KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R V • �.:/�%��irif/1� � DEVELOPMENT CO. Project: I"� O � V Z L� � � � � � � � � � (� � N C� z � o � � � a� � ,� � J � z v �m � - .� � � — m = � � 4� cn � L Q `� � U � z � o (Q � a0 U ' � J W U I..L Q^ I..L� COPVRIGHT 3 OWN�RC�-",o OF DOCI;MEP,r� iHis ooccMeN� �snH iNS-�ui,ieNToFS-=_FOicesaao �s rr,_ so� e?eoaeaTr o• �._ ARGri TECT ANC �. ED ORJES:GM1 GF(`U� L�G A L IvF Rr�AT Oh O�v a�N � � _ .5 CONFI�ENri,f� � S URM1I155 N 4fvC O�STRI6J Jlv TO �TaEF p R S 5 NC ��.. BECONSTFUE�ASPUBLCA'ION � D ROGA'ION.,F�OfIp10N.AlJ.,� .RI„'�+T �uTe��ecrua� oP �-va�sn.s �o H�a�eseFe o cN�s a m ��o-.^ n coNTawEOr+EREN oNS-in�1 s 4E �icir+n�nNOUNV��e�:s� ��cR.�o=--E AFCHITEC' JAhESR STUTZMAh ANO E�GG'n SiC'v nJJP NG� A.� G4 wr�aeoFtN,soESicm rHes_owwitics o�r e s ��imcg� �ivc„R aui��wcs.o�aoaroN_o-rNeees„�rN�a� oti �eu«_ v ia�ae DUPLGA;EO G�PED xHIaITEG �MC�.,GS'AP E F& S tC 11 u0F OTHERWISEGISTRIBu�TEDINAI lA �^GJ? H S.'�FICA C C tYRI"-EN eoNSeNT or rHe a�cn�*ecr ,ar.�.s �.� s��zaiati ar.o ve�cos o_s�eN e�c�= __e 0 GOFVFIG4T 2012 JMIES R S'UTZMAN. AIA Garme�� ina.ana Bid Set Cons�uction Documents Set Issue Date Sheet Issue Date 02.20.2013 02.20.2013 Drawn By Checked By RAM RRO Last Revision Date: Project Number: NASH BUILDING Sheet Title: LANDSCAPE PLANTING PLAN Sheet Number: �� EET #LayNo OF 121 ',� I GENERAL IRRIGATIC'� NOTES: �' ' I � 1. This irrigation design is diagrammatic. Actual tayout of � piping, sprinkler heads, valves, controllers and related � `� equipment shall be determined on site. Minor field �� ' adjustments shall be made at no additional cost to the � Owner. 2. It is the responsibility of the irrigation contractor to be ' familiar with all grades difference, locations of walls, structures ard utilities and make the necessary adjustments to accommodate the irrigation system as � designed. Do not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grades or dimensions exist that i might not have been considered in the engineering. Such obstructiors or differences should be brought to the attention of the Owner's authorized representative. In the event that this rotification is not performed, the irrigation contractor sha�l assume full responsibility for any revisions � and cost necessary. 3. The irrigation system design is based on running irrigation �� zones at a minimum operating pressure of 60psi @ the � �c p.o.c. and a maximum flow demand of 22gpm. The �� irrigation cortractor shall verify water pressures prior to construction. Report differences between requirements and � actual readirgs to the Owner's authorized representative. The Owner shall provide 120V-AC power source at the � controller location. The irrigation contractor shall make the I final connection from the electrical source to the \ �ontroue�. 4. A Rain Sensor shall be installed in the vicinity of the controller. Coordir.ate mounting location with the Owner. ' 5. Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. 6. Final location of the backflow preventer and the automatic �� controller shall be approved by the Owner's representative � per local codes. 7. A quick coupling valve shall be located at the irrigation � water supply point of connection to provide for a point of injection of compressed air to purge the system of � re:ained water for winterization. 8. Pipe size shall conform to those shown on drawings. No substitutions of smaller pipe sizes shall be permitted, but �y,� substitutions for larger sizes may be approved. Minimum \ f�� pipe shall be 1 " ` � 9. All pipe and communication wire under hard surfaces shall be placed in separate sleeving. All wire shall run, whenever �y� possible with the mainline. �.,� 10. All lateral zones shall be connected to the mainline with � PVC pipe and sized as follows: � 1" Class 200=0-17gpm 11. All sprinkler heads shall be set perpendicular and flush to � � finish grade ard with a clearance of 2" (min.) from the edge of any hardscape unless otherwise specified. 12. All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum over spray on hardscapes or buildings. 13. Where Rain Bird 1800 Series spray heads are used, provide 1800 pressure compensating screens and/or 1800 Van O nozzles to reduce or eliminate over spray not walks, 0 streets, or o±her areas directed by the Owner's authorized � representative. 14. All irrigaiion equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 15. Refer to the speci{ications for additional detailed information. PLANT MATERIAL FINISH GRADE SET HEAD FLUSH WITH FINISH GRADE POP-UP SPRAY HEAD ?VC FLEX HOSE ❑R SW[NG PIPE � FVC STREET ELL OR �� MALE BARBEG ELB�W � ) It LATERAL LINE WITH I PVC TEE ❑R ELL � PVC STREET ELL ❑R MALE BARBED ELBOW SHR�'� SPRAY HEAD MANUAL LINE FLUSHING VALVE PLUMBED T❑ PVC ]N 6' VALVE B�X -DRIPLINE START coNNECnoN MALE ADAPTER -PVC HEADER -PVC HEADER -DRIPLINE START CONNECTIDN -REM�TE C�NTR�L VALVE KST IN VALVE B�X -AREA PERIMETER -DRIPLINE TUBING �PERIMETER LATERALS 2" TO 4' FROM EDGE �RIPLINE TYPICAL LAYOUI x � Q W � � � m W W � � � 0 � RR �AT 0�1 P�Af� SCALE: 1 " = 2 0' ,^" "'.""HLE WEATHER ii PLASTIC VALVE i EXTEn!SIDNS IF :Y �UICK C�UPLER VALVE INSTALL VALVE BOX i/Z' ABOVE FINISH GRADE IN TURF AND 2' IN SHRUB ARE/S FINISH GRACE ! 1' PVC CLASS Z00 SDR21 PIPE r'_4" IN LENGTH 4" PEA GRAVEL BASE LASC❑ SNAP-LOK SWING J�[NT WITH MALE BRASS STABILIZER ELB�W � MAINLINE WITH PVC TEE OR ELL 3/�" REBAR ;N STABILIZING LUGS �UICK �;O�1PL�R VA�V� �---- FMISH GEP�➢E -- - PVC SCH 4� ELL - PVC SCH BO N[PPLE CLENGTH AS REQUIRED, 1 OF 2) -� 30-INCH LINEAR LENGTH OF WIRE, COILEO - WATERPROOF CONNECTIDN ID TAG "�" � VA�VE BOX WITH C�VER � / — PVC SCH 40 F ADAPTER ' p o� o o LATERAL PIPE � BRICK C1 ❑F 4) � 3-[N, MINIMUM DEPTH �F 3/4-IN. WASHED GRAVEL PVC SCH 80 NIPPLE CONTR�L ZONE KIT� (2-IN. LENGTH, HIDDEN) RAIN BIRD XCZ-075-PRF ❑R AND PVC SCH 40 ELL RA W BIRD XCZ-LF-100-PRF PVC SCH 40 TEE ❑R ELL �R RA[N BIR➢ XCZ-100-PRF AS REQUIRED BY GPM PVC MAINL[NE <WCLUDES VALVE AND PRESSIJRE REG. FILTER) DRIP REMOTE CONTROL VALVE _ ��_ I I I� I I� I I� I I� I I� I I� I I� I I� I I�' � I I� I I� I I� I I� I I� i I� I I� I I� I I� I I� 0 0 0 0 0 �, �� o 0 0 0 0 0 0 0 0 0 0 0 0 0 �� in Vc�lve Box for �Future �►v�i� �� 2� 4„ 1,5" Exist. SLV. � — — — � O � \ �� - - - � - � � n T� �� I � I � � 0 0 0 0 0 0 0 0 0 � o �, ^ � 1 4" � � I 2 xist SL T �FT� � � , I , , , „ tub� and Ca � p „ I 4 � 2_ 4 4 2 „ (2) 4 in alve Box E ist. SL .„» Exist. SL . xist. SLV. xist. SLV.1.25 » _ Exist. SL�'. fo Future C 'z � � �3 � S! �J_ a. .. .. �.. >.. . �.. .. � , ' . .:.... ... . . . • y `.. , ;. -_ � `. �� .., '.. � � ❑ ❑ 1.5" 1.5" 1.5' Use �� - � � � � � � � � � �. �� '� �� .Z�J. � �, - , f` \f �l \ ; I1 , . , \ \ \ �J� . � , , � 1.5„ � �' 0 �� „ R M EA� CZ) 4 ❑ SHOWN OUTSIDE OF TURF AR FOR CLARITY ONLY Exist. SLV. � � � DRIP �- ) \ '' \� � - SOUTH RA�tiGE� ��'E ROAD W[LKINS PRESSURE VACUUM BREAKER GALVANIZED �R C�PPER ELL GALVANIZED OR BRASS UNIDN GA�VANIZED ❑R COPPER PIPE FINISH GRADE 18' MIN[IUUM ' � f MAINLIhE GALVPN[ZED �R ?VC ELL N�TE, ]NSTALL 12" ABOVE HIGHEST HEAD PER MANLIFACTURER'S RECOMMENDATIONS I�'�SJLATE ?ER LOCAL CODES �ACKFLOW PREV��TER—PVB \ � , � \ _ � \ � ° � � � \ \�\ � ` \ �, \ � ' � � S�o�-TITE WI�E � CO�NE�TORS ��D i EX°AtiSIOh CDILS, :0 WRoPS AR�J�C 1/?' =I°E DuR4BLE WEPTHEt RESISTENT °LoSTI� VoLVE I BOX WITH EX-EVSIDNS IF I NE;ESSAR" INSTALL v4LVE EOX _/c" i ABOVE F[hISH �RoDE IN ! T�,:RF ANL r' =ti SHRL& I A4E4S FINISH ;,R�DE REMOTE CONTROL V4LVE SIZE PER SPECIFI�ATIONS GLOBE/A�GLE ��NFIG. PV� ELL 4' °EQ G��VEL B�SE 'I MoINLI�E WITH PV;: TEE I 0< ELL I �_ _ va�vE wIRE F�o� , ��\TROLLEr COMMO� wI�E FR�� I _ CO'�'TROLLE�2 -❑ ELECT?I� ' COtiTROL V4LVE �VC h ' T❑ VEX" V4LVE � REMOTE CONTROL VALVE �/e-iNCn r+o� wim s/a-incn �ueae� cROUNEr PROVIDED B� POLE MANUFACT�RER (' OF 2; "ZIP-TIE� DISTRiBUTION T.:BING TO HANGING 9ASdEf SUPPORT AND BASKEf WIRES AS SHOWN 1�4-INCH TUBMG POLYETH�'LENE DISTRIBUiION TUBING URE COMPENSATING, SELF-FLUSHING CRS WITH CHECK VALVE F SOIL IN BASKEf PL4NTER H PVC SCH 40 CON�UR Cl�P NCH SELF-PIERCIN6 9ARB CONNECTOR: NCH ?E PIPE: END A MINIMUM OF "��2-INCMES ABOVE ) OF CONDUIT H PVC SCH 40 CONDUIT HANGING BASKETS/DRIP IRRIGAIIUN � X � � � � i \ \ , , , . . . � , �_ , i I I �� I I � I I� i i i i i i i � ??IN BIRD WR2 WIRELESS SENSOR & BRACKET ;ENSOR CONTROLLER ftiTERFACE il CABLE HARNESS F�R CONTROLLER INTERFACE <30" MAXiMUM) uR�UND WIRE T❑ GRDUNDING GRID JUNCTIDN B�X 1/2-INCH PVC SCH 40 CONDGIT T❑ POWER SU?PLY WIRELESS RAIN SEI�SOR \ � o I I � TUCOR f�KS CONTROLLER \ V I I ■ � -. � I 0 O �� "��` ,� ;� P _� �� '� �� ' �� ;� 0 O i . LE�END � D SCRIPTION , APPRCVED MANUFACTURERS I� Shrub Spray Head Rain Bird 181 2-SAM-PRS-�* i I e Shrub Spray Head '' Rain Bird 181 2-SAM-PRS-H* �_ �Shrub Spr_ay Head Rair Bird � 8 2-SA� _� ��__ _ _ -� - - Vl-PRS-EST - - - _ __ � '�'� Shrub S ra Head I Rcin Bird 1812-SAM-PRS-SST �I � Rem�o'te Control �, �Rain Bird � 00 PGA� Series I ;�i Valves � ! I I�; �rip Remote Control Rain Bird XCZ-"' OQ-PRF (LF asl, required) I i�Valves ; I�-a Dripline j Rain Bird XFD _C6- � 8 � _ i � CQ Con�Troller I Tucor RKS �� !OR Rcin Sensor ' Rain Bird WR2-R� N Backflow Preverter 1" PVB I0 Meter ,� 1„ Meter _� _ _ --- p -- - - - - -- -- — -- I�I �si1 �uic� Cou le Valve , Rcir �ird 5RC !�►�� Isolation Valve �� Vibco-Line Size — — 1" 100 PSI SDR 21 PVC Lateral Pipe — 1.,`�" 160 pSl SDR 26 PVC Mainlire �ipe — II,I # ❑F Z�'ti�E il '� / � ✓ V � r— ` I � E VALVE SIZ ti n 1 rri o 9 a pesi n Sovr�e '�I 9 �I MEMBER C317; 585-0167 ❑FFICE C�17) 585-0168 FAX , 3 i www,irrigationdesignsource,coM THE iRRI�AnoN Assoc�ArmN ❑� � �_ \ � �\ � \ � � \� \ �\ \ _� 0' 10' 20' 40' SCALE: 1 " = 20' � - � - I'll "r , �� •�: �II ' i AUTOMATIC IRRIGATION ' S U P P L Y C 0 A1 P A N Y i 16 SHADOWLAWN DRIVE FISHERS, IN 46038 17/842-3123 800/842-3911 Fax 317/845-0977 www.automaticirrigation.com AMERICAN STRUCTUREPOINT INC. 7260 SHADELAND STATI�N INDIANAPOLIS, IN 4625Cr3957 TEL 317.547.5580 FAX 317.543.0270 www. structurepoint.com Engineer. By: � � � L�-� I 4---� KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer. P E D C O R �� i�:�z�� DEVELOPMENT CO. Project: � � � V Z �� 1..{.. � � � � N C.� z � o 0 - - � � o �� ' � � z �� V = m �; — m = .� � � � O � � Q �„ U Z o L � � � Y ♦ � � ' Vi J W U 1..�� COPYRIGHT & OWNERSHIP OF DOCUMENTS THS DOCUAEM IS PN INSIRUAFNT OF SFRNCES PND IS Tlf SIXE PROPHiN OF iHE ARCHRECf PNO PEDCAR DE5(�' GROIF, LLC. ALLINPoRANTION COHTPIN� FERFI: iscoxFOFxnu rtssueMSSioNanonsrweunor+roon+a+raimESaNO1To BE CANSTRUED 0.S PUBL1CA710N IN DFROGA710N OF COAfAON lAW CAPYFMGHf, IMflLECTUAI PROPFRN WGHTS OR O1HHi RESFRYEO RIGHIS P1IINFOMN110h cornaNeo Hea�n coNSnnihs n�e owcu+aL nuo uraeus�n wowc oF n{e ARCH7ECT, NAES R STUTOMN, ANO P�CAR DE9GN GROUP, LLC. NO PAR'f CR WFqIE OF 1HI5 DESIGN, 7HESE DRAN7NGS, Oft THE RESlA7NG BUIDNG OR BULqNGS �R POR7�ON5 OF 7HE RFSUL7ING BUIIDING OR BULOINGS IMY BE DUPl1G7�, CORH7, E1(H&IED, PHOTOGRPPFED, PUBLISHFD, MOCIFlFD OR OTIHYYASE �I57RBUI� IN PNY WAY `MTHOUT 7HE SFEGFlC MD FPoOR'MUlIEN CONSEM OF THE PliCXREGT, JMES R SMDMN AND PFDCAR DESIGN GROUP, LLG e corvrecHr mtz w�s R sn�m,aN, nw, c�,�a, w.i� Bid Set Const�ction Documents Set Issue Date Sheet Issue Date 02.20.2013 02.20.2013 Drawn By Checked By AW A�' Last Revision Date: Project Number. NASH BUILDING Sheet Title: IRRIGATION PLAN Sheet Number. Know what's b@IOW. C111 before you dig. Within lndiana Call 811 or 800-382-5544 � � 24 Hours o Day, 7 Days o Week. ,�� FER INDIANA STATE LAW IC 8-t-26. IT IS AGAINST THE LAW TC EXCAVATE WITHOUT NOTIFYING THE UUDERGROUND LOCATION SERVICE TWO (2) WORKING oaYS BEFORE coMMENan�c woRK. SHEET #LayNo OF 121 v. I i i, ti�.,,,as�a i i��,�i,it as.� ra�z-f<.,;i �'. �'. ( ". R' Ihi i-R�il Q � � � �„_ i��,�,��,, a��u, �— �'��. .,....., � _' ' �" FOXLR(: A:A�EK �'� Rail ,�,�,o, ,.�n.,,,,,��,,,,. t v�cun ��rthllcn!ht t��v<<�� . . i..i.� � %�"�� I'_a. ]'icket �r.��< <�,,t��„ PnNI-.L 13RnCK1�:l� Speciulh� dcsi_ncd h�n R[NG UP"I ION -p�nnt conncciiun e�uurcti I leld in place with up�:r and lo�cer li�ii�� of rail ends 1iu intcrnul retaining rnds to climin:�le incrcascd streneth. unsightl}� cstcmal fustcncr�- IN�I'l�:hNAL RE;�I�n[NING RC)I) Variable pitch connection s}�stcm lbr case of installation, high a��lc bias- abilih a�d eGmination of �q�� unsi@hth�c�ternalfsstcners. Unifurm 7.inc C��;�ting (Hot I)ip Gah-env,ed) Bax Materinl — UniYonn Zi❑ C��sling (floi Dip Gel �a��i��1) lmc Nhutipha4 � - Concersion Co.�ting F;pn�} ba� c��at � "No-Mar" Pokcster � Powder finish cuat NTS � FOR/iRL'ti'V�F_R ""RAIL Double-walled "U"-Channel Specially fonned high strength archRecmral shape. FACE OF CURB DIMENSION PER EXP. JT. & SITE LAYOUT PLAN 4" CONC. SLAB 12� 18" SEE DETAIL 1" R _ ' °' r � .. " � (O .; r• •. �' � ia =111=111� ' • '' ' • " —� � I-1 I �I ' . � . �� . '. ' � io . • N '' ,. I ...ITI-111-111ii�lllll�lll�iilll�, 2� � 24� COMPACTED SUBGRADE � INTEGRAL WALK W/ CURB AND GUTTER DETAIL NTS � L � 0 I � io 1 CV � `�.I°��1:.=-: ::'�c'�. ":.�•• _. .� �• ' F�`; : }� f �Y.1+'; �� ?;#:� ; �;;�� :x �'•� '�_�::. __��.:5�.`.. .� .�`�,r . �.+••/=. 8w ��. PVMT. 2 1/2' SQ. METAL POST, 3 0 1 1/2" SQ. RIULS, 3/4' PICKEfS, dc "0" RINGS, COLOR BLACK. SEf POS'TS 0 6'-0" O.C. PER PLAN. PLANTER BY OTNERS. %a�: VEPoFY WffH THE FENCE MANUFACTURER THAT NOTED SIZES WILL SUPPORT THE OWNER SUPPLIED PLANTERS. 1 1 /2" R CONCRETE FOOTING FENCE/PLANTER SECTION 2� NTS C600 TACK COAT TOOLED CONTROL JTS. 8" FIBROUS REINFORCED CONCREfE 1/8" WIDE, MIN. PAVEMENT W BROOM FINISH 1" HMA SURFACE COURSE (9.5 MM) 1-1 /2° DEPTH CONTROL . O 12'-0 O.C. MAX. 2" HMA INTERMEDIATE COURSE (19 MM) APPLIED ANTI SPALLING & EXP. JTS. O 40'-0" O.C. MAX. 3" HMA BASE COURSE (25 MM) COMPOUND SEE DETAIL �� C600 7" COMPACTED #53 AGG. BASE . . . • . . . . • . . . . • NOTE: CONTROL JTS. & . . . . � � . • • . • • � EXPANSION JTS. SPACING • • • • MAY VARY. THE DIMENSIONS COMPACTED & WELL ABOVE ARE MAXIMUM. SEE DRAINED SUBSOIL �o PLANS FOR ANY VARIATIONS EITHER INDICATED OR IMPLIED. =1 I�I I I-1 I I--J I 1=1 I I-I I 1=1 I I-� I I I�I 6" COMPACTED AGGREGATE BASE Lii��llliiillliiill ��II�Illiiill�l�ll�iillli (#53 INDOT) HEAVY DUTY ASPHALT PAVING NTS CURB, BLDG., EDGE OF 1" BEVELED EDGE CONT. PVMT. OR STRIPES #5 REBAR 1'-6" LONG 3' ��n W/ 3/4„ HOLES CA 6". . IIIII i _ .-�.. ., .. PRECAST CONC. PARKING BARRIER W/2 #3 REBARS � (4000 PSI CONC.) PRECAST CONCRETE PARKING BARRIER DE -� . ��8" NTS �� '•'•'•'•�D"•D�.•.•.•: .•.•.•. •.•.•: .•.•.•.�. :�.•.� •�•.•.•.•}� . . . . �•.�.•. . • •. .•�.• :. ..::...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ::.:.:.: ::::::: ::�.:::::::.... ....�...•::.•.•:::: 1!tOT�:�'�'At�t�' STRIPES TO •:.•:.8�:•:4"•.•Pi.UIVTED BLUE : .'.'.'.R :'. . .':.': .'.'.'.'.'.'.': .'.': : : .'.': .'.'. . . . . .1+�. : .'.'.'.'.'.'.'..'.' . �Qy.'.'.'.'.': .' . . . . . . . ...'.s°.:.:.:. . . . . . -Ei�'. riP. 18°R '.•:::•.•.�:.:..•.•. .'' ��.�:.-�:.•.•.• ..�.�.�.�.�:.�.•.• s' X 6' Box W/ •.: �'�''•';;',:;.:.:.�:. BACK GROUND COLOR BLUE PAINTED HANDICAP SYMBOL » NTS C600 STREEf SIGN PER DEfAIL 19/C600. ACORN CAP GREEN -ILLUMINATING � 2" � TAPE (LETTERS) TYP. � BLUE -ILLUMINATING I I ° TAPE (SYMBOL BLOCK) � ALUMINUM SIGN II (VAN ACCESSIBLE) � a � o . � � WHITE -ILLUMINATING TAP (BACKGROUND) GREEN -ILLUMINATING TAPE (ARROW) ELEV. GREEN -ILLUMINATING TAPE (BORDER) TYP. HANDICAP PARKING SIGN �8 NTS C600 E&S MARKEf1NG RESOURCES ACORN 7'�� EdcS MARKETING RESOURCES MODEL SSB BRACKEf ARM 1" ROUND ALUM. e BE) E&S MARKEfING RESOURCES � ACORN TYP. BLACK POWDER COATED FINISH. I 2'-8" 2'-2�. �� ONE WAY � a � N C� b E&S MARKETING RESOURCES MODEL � SSS1/SSS2/ TCS/STREEf AND TRAFFIC CONTROL SURROUNDS (1" o SQUARE ALUM. TUBE WITH � 1/8" FLAT ALUM. BLACK o � POWDER COATED BACK) � dcS MARKEfING RES URCES ��8" ALUM. SIGN BLANK � MODEL {�14-3-SM LE SHAFf INSERT WffH REFLECTNE (3" O.D. 1/8" WALL, BLACK VINYL GRAPHICS AS PER POWDER COATED ALU . NON- �MEL D.O.T., TfPICAL FLUTED ROUND TUBE. cr�E uNE � � � M CONCRETE M � � � FOUNDATtON 7YP—� � � � `� � .�� d� � tD J 12 ,� ,�2� `O NOTE: SIGN SIZES, FONT AND STYLE TO MATCH THOSE INSTALLED ON MAIN � 2� STREEf AND RANGELINE ROAD. FlNISH TO BE BLACK POWDER COATED COLOR TO MATCH SIGNS ON MPJN STREET AND NORTH RANGELINE ROAD. STREET SIGNAGE DETAILS ,s NTS B" NTS TOOLED CONTROL JTS. 4" FlBROUS REINFORCED CONCREfE 1/8" WIDE, MIN. 1" PAVEMENT W/BROOM FINISH & DEPTH CONTROL JTS O 10'-0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. O 40'-0" O.C. MAX. COMPOUND SEE DEfAIL �� 600 . . . . . . . . . . .• . NOTE: CONTROL JTS. & • • • • • • � EXPANSION JTS. SPACING MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE � I�I I�I I 1=_�� 1=1I �I I1=1 I1=1 -I PLANS FOR ANY VARIATIONS 11=111-111-111=1�11=111=11� I�I - EITHER INDICATED OR IMPLIED. -1 ��=1 I�i I 1=1 I �-"�=i i �-1 � i-� "-� i i- 4" COMPACTED �53 INDOT 4" CONCRETE WALK DETAIL _ os NTS SLOPE BROOM � N � � � —� � NOTE: ARROW TO BE THERMOPLASTIC SOLID WHITE OR AS NOTED ON PLAN. PROPOSED CONC.�� WALK & CURB, SEE DEfAIL N csoo CONCRETE PAVEMENT W%DICAP RAMP BROOM FlNISH SLOPE DOWN 1:10 I. 5'-0' l. 4'-0" �,� 5'-0" � PROPOSED PVMT. �� -�f PLAN VIEW �_TOOLED EDGES TACTILE WARNING PROPOSED CONC. CURB HANDICAP RAMP SEE DETAIL-� �PVMT ELEVATION VIEW HANDICAP RAMP DETAIL >> NTS C600 2'-0" 6" CONC. CURB W/ RUBBED FINISH � TAPERED CURB NTS ..�� .,.,n��,,.;TED SUBSOIL / 12 \ 1M �~ �n �p �� M �~ �� M 8ECTION VEW TACTILE WARNING DETAIL ,3 NTS TACK COAT 1" HMA SURFACE COURSE (9.5MM) 2" HMA BASE COURSE (19 MM) 6" COMPACTED �53 AGG. BASE COMPACTED & WELL DRAINED SUBSOIL STANDARD ASPHALT PAVING 14 NTS C600 NEW 1" BITUMINOUS SURFACE COURSE (118) r-o� �� 45 ��-6� IXISTING PAVEMENT SURFACE �I 3 0�4 RS � � •! 4• � ��NCRETE FlLL AS REQ'D F R DRNE CONSTRUCTION 6" MIN. COMPACTED AGGREGATE GEOTEXTILE FOR BASE (INDOT �53) UNDERDRAINS '� COMPACTED SUBGRADE AGGREGATE FOR UNDERDRAINS '" 6' DIA. UNDERDRAIN WHEN INDICATED ON PLAN • '� NOT REQUIRED FOR PAVEMENTS WITH EXISTING UNDERDRAINS CONCRETE_ GUTTER DETAIL o� NTS TOOLED EDGE FIN. GRADE - TOPSOIL DEPTH I • PER PLAN a a a - APPLIED ANTI- SPALLING COMPOUND —1 1 2" R. RUBBED FINISH FAC & TOP OF CURB 1 /4� BATTER TOP PVMT. `O � —i� COMPACTED�',��111,,,1��11-111,=' ' SUBGRADE CONCRETE CURB DETAIL NTS � TOOLED EDGE FACE OF CURB DIMENSION PER SRE LAYOUT PLAN TOPSOIL DEPTH 6" 6" �8� PER PLAN MIN �" R APPLIED ANTI- 2, R SPALUNG COMPOUND � : = TOOLED EDGE \ .. M AVEMENT r� .. �' � � N ' � ■� � � ' '. M � '. � co . ;�. . � 6 MIN. COMPACTED AGGREGATE GEOTEXTILE FOR BASE (INDOT �53) UNDERDRAINS '' COMPACTED SUBGRADE AGGREGATE FOR UNDERDRAINS 6" DIA. UNOERDRAIN PROVIDE CONTROL JOINTS O 10' O.C. MAX & EXP. JOINTS AS INDICATED. CONCRETE CURB & GUTTER � NTS TOOLED CONT. JTS. 1/8" WIDE, MIN. 1" DEPTH 4° CONC. SLAB SEE DETAIL 09� INTE NTS NTS � APPLIED ANTI- SPALLING COMPOUND 6. 1" R. RUBBED FINISH FACE & TOP OF CURB �PVMT. ..� � a d . _ ;�� ;II �. � ,.. .i 4"� 6" BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR DCPANSION JT. SLOPE (SEE DETAIL) ��2" Rp,DIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) N�SH � ELEV. W W.FX W/BROOM SPALLINGA OMPOUND FlNISH SLOPE PER PLAN �4 REBAR 20" ONG O 12" O.C. SEE STR. PLAN •. ,:, . •:: �� .?�* � FOR CONTIN. �� ' �•.±,�':.>_ �� - 1/2" PREFORMED I I I-I - I I- '�• I1=1I1- I I- EXPANSION JT. I�� II-I�•: :' I��I� °° (SEE DETAIL) 6" � ��t N 4" DRAINAGE FILL CONTINUOUS TURN . DOWN SLAB ALL � �WELL COMPACTED 3 SIDES 5'-0" SUBSOIL EXPANSION JT. SEE CONTROL JT. SEE DEfAIL 07 DETAIL �g C6�� C6�� / � 90' UNLESS OTHERWISE INDICATED NTS SELF LEVELING SEALANT 1 /2" PREFORMI EXPANSION JT. CONC. PVMT. — EXP NTS BRUSH FlNISH ACROSS � �IRECTION OF TRAVEL ' . UNLESS NOTED OTHERWISE STEEL TROWEL FINISH RUBBED FINISH TOP & FACE OF CURB K PLAN os n�nn / BUILDING FACE OR CONCRETE PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. AMERICAN ��V��' � INC. 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www. structu repoi nt. com Engineer: \\\��11111111/��, `.�`��.�'�N �srER �'�c�'?;�% � � � No. ° = -*PE1007 �= O � %� s iNp �� i � '/, �/llll ,��\��\\� By: � -0 � � KEY PLAN BLDG D SCALE: NTS PLAN NORTH Developer: P E D C O R �� 9�x � DEVELQPMENT CO. Project: � O J V Z �� I..L � 4� � � N C� z � o � � 0 � d- �� J � z . � � _ V � m � — � � — m = � � � � O � � � �� L� L � � � � U ' � J W U � � � C.^,�FYR'�GH'80WUcRSti.rS:� �OCUMN;'i 'HIS DOGtIMEN' IS AN �NSTFUMENT OF SERVICES AN9 �iS'HE SOLE PPO�ER-�� .^,="r,; aR ecrANCa r oFOes�cm o �c n itiFOR+a�� oN o� a�N ��-e=,-�a ISCO�FI�7ENTIA 5.5PaI55�ON41v 'S'FB��T �v C�r�tF 4F ES' N� � ee oNS,aueoasF�e��ar�onn eo�r�-ioN .r.�ov�ae+coc�� - iNre � c.ua��RO ea vaiceTS �orHeaaesER�e hicN-s n u�v oF.ic-cm ONAINcDHErt NCONST'�?UTE ��EORI�INALANCUNCUBL15HE�1NORk �� -- AR��rE�- ��,E � s-�r��AN A�� _o�oF s� �RO�o � v� Pa -.. WNOLEO:i�167ESIGN TNESEDRAWINGS �R-nEFES�L"�NGBJi�_��G:;F BIiIL INGS uft OR NS 0='HE ESUL N� BJ NG F Bl, LD NC A A o� �-.� a. -o ;,oP e iairec ccFaan o � s ic HERWISEOIST IBU E hAN JA Y. Ou� 5 E. .�N �F _ CONSEN�.O�TNENRCH�?eCi.aht S ��"_h'A14^�7 � '°�7�SG� .� __� o coavRicNlzo 2 rm�esR sr rina „�a c�m� �oa�a Bid Set const�ction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By FAM GSS Last Revision Date: Project Number: NASH BUILDING Sheet Title: SITE DETAILS Sheet Number: ��i�� J HEET #LayNo OF 121 GENERAL STRUCTURAL NOTES All notes hereafter are typically applicable unless otherwise noted on plans, sections or details. GENERAL 1. The structure has been designed for the in-service loads only. The methods, procedures, and sequences of construction are the responsibility of the Contractor. Supporting formwork for the concrete construction shall not be removed before the concrete has gained sufficient strength to safely support the dead and superimposed loads which will be subsequently applied. The Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. 2. Refer to the architectural drawings for additional structural requirements. 3. All work shall be performed in accordance with the Indiana Building Code, 2008 Edition (2006 International Building Code, first printing, with Indiana Amendments). 4. Do not determine dimensions by "scaling" off the plans. The Contractor shall accept all risk associated with "scaling" and shall be responsible for all inadequate work resulting therefrom. Questions regarding missing or conflicting dimensions shall be directed, in writing, to the Structural Engineer. 5. Principal openings in the structure are indicated on the structural drawings. Refer to the architectural, mechanical, electrical, and plumbing drawings for sleeves, curbs, inserts, etc. not herein indicated. Openings in slabs with a maximum side dimension or diameter of 10 inches or less shall not require additional framing or reinforcement, unless noted otherwise. The location of sleeves or openings not shown in structural members shall be approved by the Structural Engineer. 6. The location of sleeves or openings not shown in structural members shall be approved by the Structural Engineer. 7. The Contractor shall relocate all utilities which interfere with the proposed construction. Service shall be maintained at all times during utility relocation unless othervvise noted. 8. Precast concrete spandrel panels shal I not be erected at any level prior to placement of floor slab or roof fill on that level. 9. The shoring and/or re-shoring design is the responsibility of the Contractor. Temporary shoring for slabs, beams, and girders shall be adequate to carry the total weight of the slab-beam-girder system and any temporary construction loads to be imposed on the structural system. Shoring for a level shall not be removed until the concrete at that level has attained the specified 28 day compressive strength (fc). Removal of shoring and/or reshoring shall not cause overstress in any structural element. FOUNDATIONS 1. Exterior footings shall bear 3'-0" minimum below finish grade and shall bear on undisturbed soil. 2. Foundation excavation and all other soils related work shall be performed in accordance with the geotechnical engineering report prepared by Patriot Engineering and Environmental, Inc. dated August 24, 2011 {revised February 1, 2012) and all associated supplements. Report No. 1-11-0820 3. Foundation and soils related work shall be performed under the direct supervision of a qualified Geotechnical Engineer. 4. Foundation excavations shall be made to plan elevations. The soil conditions beneath foundations shall then be inspected by a qualified Geotechnical Engineer. If the underlying soils are found to be unacceptable, one of the following procedures shall be followed: A. Remove the unacceptable soil and backfill with an engineered structural fill in accordance with the geotechnical engineering report or inspecting Geotechnical Engineer. B. Lower the footing to an acceptable soil. Contact the Structural Engineer for potential modifications to the foundation system. 5. Subgrade structural elements subjected to differential lateral soil pressure shall be adequately braced until the structural elements which provide lateral restraint have been placed and allowed to cure for a minimum of 7 days. 6. Excavations for spread footings, combined footings, continuous footings and/or mat foundations shall be cleaned and hand tamped to a uniform surface. Foundation excavations shall be adequately protected against detrimental change in condition from disturbance, rain, freezing, etc. and have the sides and bottoms temporarily lined with 6 mil visqueen if placement of concrete does not occur within 24 hours of the excavation. Surface runoff shall not be allowed to enter the excavation. 7. Foundation conditions noted during construction, which differfrom those described in the geotechnical report shall be reported to the Structural Engineer and Geotechnical Engineer before further construction is attempted. 8. Center all column and wall footings under the column or wall above unless otherwise indicated. CONCRETE 1. Reinforced concrete has been designed in accordance with the latest edition[s] of the Building Code Requirements for Reinforced Concrete (ACI 318) by the American Concrete Institute (ACI). 2. Slabs-on-grade shall be constructed in accordance with the latest edition of the Guide for Concrete Floor and Slab Construction (ACI 302.1 R). 3. Mixing, transporting, and placing of concrete shall conform to the latest edition of the Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete {ACI 211.1) and the Standard Specifications for Structural Concrete (ACI 301). Concrete curing shall conform to the latest editions of the Standard Practice for Concrete Curing (ACI 308) and the Standard Specification for Curing Concrete {ACI 308.1). In case of a discrepancy, the plans and specifications shall govern. 4. Unless noted otherwise, concrete shall have natural sand fine aggregate and normal weight coarse aggregates conforming to ASTM C33, and Type I or I11 Portland Cement conforming to ASTM C150. The Contractar shall submit a mix design for each proposed class of concrete. Mix designs shall indicate proportions by weight, water-cement ratio, slump, air content, synthetic fiber size and quantity, sieve analyses of fine and coarse aggregates, standard deviation analysis, and required average strength and documentation of average strength verifying compliance with ACI 318. The Contractor shall not vary from the mix design without approval from the Structural Engineer. 5. Unless noted otherwise, fly ash may be used as a pozzolan to replace a portion of the Portland Cement in a concrete mix. Fly ash, when used, shall conform to ASTM C618, Type C. Concrete mixes using fly ash shall be proportioned to account for the properties of the specific fly ash used and to account for the specific properties of the fly ash concrete thus resulting. The ratio of the amount of the fly ash to the total amount of fly ash plus cement in the mix shall not exceed 25 percent. 6. Concrete mixes using GGBFS shall be proportioned to account for the properties of the specific GGBFS used and to account for the specific properties of the GGBFS concrete thus resulting. The ratio of the amount of the GGBFS to the total amount of GGBFS plus cement in the mix shall be between 65 and 70 percent (except for concrete exposed to deicing chemicals the maximum ratio shall be 50 percent). 7. Water-reducing admixtures conforming to ASTM C494 may be used in the concrete mix design. Maximum slump shall be 5 inches for mixes containing water-reducing admixtures and 5 to 8 inches for mixes containing high range water-reducing admixtures. 8. Concrete compressive strength tests shall be performed in accordance with ASTM C39. Copies of the test results shall be forwarded to the Structural Engineer. One set of specimens shall be taken for each day's pour of appreciable size and for each 50 cubic yards in accordance with the latest edition of ASTM C31. Each set shall include one specimen tested at 7 days, 2 specimens tested at 28 days and one specimen retained in reserve. These test cylinders shall be laboratory cured. 9. When the ambient temperature is expected to fall below 40 degrees during the course of a concrete pour or subsequent curing period, it shall be placed and cured in accordance with the latest edition of Cold Weather Concreting (ACI 306R) and an additional set of concrete test cylinders shall be made. These cylinders shatl be stored immediately adjacent to, and cured under the same conditions as the building concrete. Special curing boxes are not permitted for these test cylinders. 10. Concrete mixed, transported, placed, and cured under conditions of high ambient temperature, low humidity, solar radiation, or high winds shall conform to the latest edition of Hot Weather Concreting (ACI 305R) and an additional set of concrete test cylinders shall be made. These cylinders shall be stored immediately adjacent to, and cured under the same conditions as the building concrete. Special curing boxes are not permitted for these test cylinders. 11. Slump tests shall be made prior to and following the addition of plasticizers. Where concrete is placed by pumping methods, concrete for test cylinders and slump tests shall be taken at the point of final placement. 12. Water shall not be added to the concrete at the job site. The Contractor is responsible for coordinating a pumpable and workable mix without the addition of water at the job site. The use of plasticizers, retardants and other additives shall be at the option of the Contractor subject to the approval of the Structural Engineer. Follow the recommendations of the manufacturer for the proper use of additives. Use of calcium chloride or other chloride bearing salts is prohibited. 13. Place concrete in a manner so as to prevent segregation of the mix. Delay floating and troweling operations until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement on the slab surface. Finishing of slab surfaces shall conform to the latest editions of ACI 302.1R and ACI 304R (Guide for Measuring, Mixing, Transporting and Placing Concrete). 14. Maintain concrete in a moist condition for at least 5 days at ambient temperatures above 70 degrees, and at least 7 days at ambient temperatures above 50 degrees. Curing compounds or moisture retention covers shall be used for all non-formed surfaces. Formed surfaces shall be cured by leaving forms in place. During hot, dry weather, keep forms moist by sprinkling. When forms are removed prior to the end of the curing period, apply curing compound to the exposed surfaces. 15. All interior slabs shall receive a hard "troweled finish". Exterior slabs, sidewalks, and stoops shall receive a"broom (or other type of slip resistant) finish". All formed surfaces not exposed to public view shall receive a"rough form finish", exposed surfaces shall receive a"smooth form finish". Concrete finishes shall be as defined in ACI 301. 16. Protect finished concrete surf'aces from damage, rain, hail, running water, other injurious effects. 17. Protect the concrete surFace between finishing operations on hot, dry days or any time plastic shrinkage cracks could develop by using wet burlap, plastic membranes or fogging. 18. Horizontal joints are not be permitted in concrete construction except where indicated. Vertical joints shall only occur at locations approved by the Structural Engineer. 19. Horizontal and vertical joints are not permitted in concrete construction except where indicated. 20. Construction joints at locations other than where indicated shall be submitted to the Structural Engineer for approval. 21. Construction joints shall be prepared by roughening the contact surface in an approved manner to a full amplitude of approximately 1/4 inch leaving the contact surFace clean and free of laitance. 22. Control joints shall be made in concrete slabs-on-grade at major column centerlines, at points of discontinuity, at reentrant corners, and at other locations shown on the plans. 23. Provide 3/4 inch chamfers on all exposed corners of concrete except those abutting masonry. 24. The Contractor shall verify the location of sleeves, openings, embedded items, etc. and shall ensure that they are in place prior to the placement of the concrete. 25. Earth cuts shall not be used as forms ("bank forming") for vertical or sloping surFaces unless otherwise approved by the Structural Engineer. Where bank forming is permitted, the concrete element shall be increased at least 3 inches on all sides exposed to earth to account for possible soil contamination during concrete placement. CONCRETE SCHEDULE 28 DAY CLASS COMPRESSIVE CON ENT CONCRETE PLACEMENT REMARKS STRENGTH A 3,000 psi Optional Footings B 4,000 psi Optional Pedestals & Foundation Walls C 4,000 psi � go�o Interior Slabs-On-Ground, See structural floor - Topping Slabs plans for 1NWF Type Exterior Slabs-On-Ground, Synthetic Fibers D 4,500 psi 6% ± 1% Stoops, Curbs & Sidewaiks (1.5 Ibs/cyd) Exposed to De-icers. Class C is not to be used for the topping slabs at the second and third floors. Refer to Specification Section 03 5300 Minimum cement content shall be 423 Ib/cys (4.5 sacks/cys) and maximum water-cement ratio shall be 0.58 for Class A concrete. Minimum cement content shall be 517 Ib/cys {5.5 sacks/cys) and maximum water-cement ratio shall be 0.48 for Class B through D concrete. PRECASTIPRESTRESSED CONCRETE 1. Precast/prestressed concrete members shall be designed, detailed, fabricated and erected in accordance with the latest editions of the Building Code Requirements for Reinforced Concrete (ACI 318) by the American Concrete Institute and the PCI Design Handbook for Precast Prestressed Concrete by the Prestressed Concrete Institute (PCI). 2. Penetrations are not permitted in precast/prestressed members except where indicated. Inserts and sleeves shall be cast-in-place. Core drilling of precast/prestressed concrete is not permitted. 3. Conduit within precast/prestressed members is not permitted. 4. Grout or concrete containing chlorides shall not be used. 5. The precast/prestressed concrete manufacturer shail prepare detailed working or shop drawings to enable fabrication, erection and construction of all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy, including calculations and concrete mix designs, to the Structural Engineer for review prior to fabrication. These shop drawings shall show the design loads, plans, elevations, sections, connections, tendon layout, dead end and stressing end locations, tendon support layouts with details necessary for installation, attachments to other work, and details necessary for the precastlprestressed concrete manufacturer to fabricate, concrete mix desi ns erect and construct all parts of the work. These shop drawings, calculations, and g will be reviewed for design concepts only. The precast/prestressed concrete manufacturer shall be responsible for all dimensions, accuracy, and fit of work. The precasUprestressed concrete Traming shall be designed by, and the shop drawings and calculations shall bear the seal and signature of, a registered professional engineer in the State of Indiana. REINFORCING STEEL 1. Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following standards: Specifications for Structural Concrete for Buildings (ACI 301), ACI Detailing Manual (SP66). The latest editions of Concrete Reinforcing Steel Institute's Reinforcing Bar Detailing and Placing Reinforcing Bars may also be used. 2. Provide standard bar chairs, slab bolsters, spacers, etc. as required to maintain concrete protection specified. Reinforcing steel shall be tied to prevent displacement during concrete placement. 3. Reinforcement bars shall not be tack welded, welded, heated or cut unless otherwise indicated or approved by the Structural Engineer. 4. Welding of reinforcement bars, when approved by the Structural Engineer, shall conform to the latest edition of American Welding Society Standard D1.4. Electrodes for shop and field welding of reinforcement bars shall conform to ASTM A233, Class E90XX. 5. Synthetic fibers may be used in lieu of welded wire fabric for temperature and shrinkage reinforcement in concrete slabs-on-grade. Synthetic fibers shall be virgin (non-recycled) nylon or polypropylene fibers conforming to ASTM C1116, Type III. Fibers shall be introduced into the mix at the plant in accordance with the manufacturer's recommendations. The Contractor shall submit the mix design, including the fiber size and quantity, to the Structural Engineer for approval prior to construction. The Contractor shall take adequate measures to manage any difficulty in concrete finishing associated with the use of the fibers. 6. Concrete cover over reinforcement, unless otherwise noted, shali be as specified in the latest edition[s] of ACI 318. 7. Welded wire fabric in slabs-on-grade shall be placed 2" down from the top of the slab unless otherwise noted. Welded wire fabric in slabs on metal deck shall be placed anywhere from 3/4" to 1 1/4" down from the top of the slab unless otherwise noted. 8. Unless noted otherwise, splicing of reinforcing bars shall conform to the latest edition of ACI 318. Where the length of lap is not indicated, provide a Class "B" lap at tension splices or 30 bar diameter compression laps at compression splices. 9. Horizontal bars in walls, masonry bond beams, and continuous wall footings shall be bent at corners and intersections in such a way that continuity is provided through the joint. Separate comer bars of the same size and spacing as the horizontal reinforcing may be substituted for the bent portion of the continuous bars. 10. Unless noted otherwise, provide 2-#5 bars (one each face) around unframed openings and diagonally at reentrant corners of vertical height offsets in concrete walls. Place bars parallel to the sides of the opening and extend 24 inches beyond corners. 11. The Contractor shall prepare detailed working or shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy to the Structural Engineer for review prior to fabrication. These shop drawings will be reviewed for design concepts only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. CONCRETE REINFORCING STEEL LAP SPLICE SCHEDULE BAR SIZE TENSION SPLICE COMPRESSION TOP BAR OTHER SPLICE #3 21" 16" 12" #4 28" 24" 15" #5 35" 30" 19" #6 42" 36" 23" #7 49" 42" 26" #8 56" 48" 30" #9 63" 57" 34" #10 76" 66" 38" # 11 93" 72" 42" MASONRY 1. Engineered concrete masonry has been designed in accordance with the latest edition of the ACI Building Code Requirements for Masonry Structures (ACI 530/ASCE 5). 2. Concrete masonry construction shall conform to the latest edition of the ACI Specifications for Masonry Structures (ACI 530.1/ASCE 6). 3. Structural masonry construction shall inspected by a qualified independent "special inspector" in accordance with the 2006 International Building Code. 4. Mortar shall be type N for interior non-load bearing walis. For exterior and load bearing walis, mortar shall be type M below grade and type S above grade. Mortar shall conform to the requirements of the latest edition of ASTM C270. Portland Cement-lime without air entrainment shall be used in the mortar m ix. 5. Provide standard spacers, etc. as required to prevent reinforcing steel displacement during grout placement. 6. Provide reinforcing steel in vertical cores as indicated. In addition, provide reinforcing steel in vertical cores on each side of all openings and each corner of all walls. Grout cores with reinforcing steel solid. 7. Reinforcing steel lap splices in concrete masonry shall be 60 bar diameters (minimum) unless otherwise noted. All splices shall be wired together. 8. Masonry cores (where specified) and bond beams shall be filled with coarse grout conforming to the requirements of the latest edition of ASTM C476 and having a minimum 28-day compressive strength of 3,000 psi, 3/4 inch maximum aggregate, and an 8 to 11 inch maximum slump. 9. Bearings for beams, lintels, joists, etc. shall be bond beams or hollow masonry units with cores filled solid with grout. The minimum bearing length shall be 8 inches unless otherwise indicated. 10. The Contractor shall prepare detailed working or shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy to the Structural Engineer for review prior to fabrication. These shop drawings will be reviewed for design concepts only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. MASONRY REINFORCING STEEL LAP SPLICE SCHEDULE fm = 1,500 psi and 3,000 psi BAR SIZE #3 #4 #5 #6 #7 #8 8" CMU 1'-8" 2'-3" 2'-9" 4'-9" 6'-9" 9'-fi" STRUCTURALSTEEL 1. Structural steel detailing, fabrication and erection shall corrform to the latest editions of the AISC Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design and the AISC Code of Standard Practice for Steel Buildings and Bridges. 2. Erector shall maintain minimum temporary bracing at each bay in each direction until the roof diaphragm and permanent lateral load resisting system construction are complete. 3. Structural steel shall be shop-painted with a rust inhibiting primer. Steel which will be exposed to weather shall receive one additional finish coat. Steel thatwill be normally visible to the building's occupants or exposed to weather shall receive a field applied finish coat matching the existing surrounding surFaces. All abrasions caused by handling after shop painting shall be touched-up after erection is complete. 4. All structural steel beams, angles, connections, etc. at first floor framing {garage level) sheet S202 and steel beams at east wall at second floor framing sheet S203 are required to be fireproofed in accordance with specification section "Sprayed Fire Resistive Materials." These structural elements receiving fireproofing shall not be shop painted. 5. Design connections not shown in accordance with the latest AISC Specification and Manual of Steel Construction (allowable stress design method). Design simple span non-composite beam connections with reaction not shown to support one-half the beam load capacity as given in the AISC Uniform Load Constants for Beams Laterally Supported tables. Connection angles shall be double web angles, 5/16" minimum thickness. 6. Unless otherwise noted, bolted connections for structural steel members shall be bearing-type using 3/4" diameter ASTM A325 high strength bolts with standard 13/16" diameter holes tightened to the snug tight condition. 7. High strength bolted connections shall conform to the latest edition of the Specification for Structural Joints Using ASTM A325 or A490 Bolts, approved by the Research Council on Structural Connections of the Engineering Foundation. 8. Welding procedures shall conform to the latest edition of the American Welding Society's (AWS) Structural Welding Codes for: Steei ANSI/AWS D1.1 and Sheet Steel ANSI/AWS D1.3, and Reinforcing Steel ANSI/AWS D1.4. 9. Welded connections using ASTM A572 and A992 steel as a base metal shall be made with E70XX Low Hydrogen electrodes. Unless otherwise noted, other welded connections shall be made with regular E70XX electrodes. Welding shall be performed only where shown and to the extent indicated. 10. Field drilled holes shall be reamed, cleaned and deburred prior to assembly of the connection. 11. Thermal cutting shall preferably be done by machine. Hand thermally cut edges which will be subjected to substantial stress, or which are to have weld metal deposited on them, shall be reasonably free from notches or gouges. Notches or gouges greater than 3/16" that remain from cutting shall be removed by grinding. Re-entrant corners shall be shaped notch-free to a radius of at least 1/2". 12. Paint on surfaces adjacent to joints to be field welded shall be wire brushed to reduce the paint film to a minimum. 13. Surfaces within 2" of any field weld shall be free of materials that would prevent proper welding or produce toxic fumes white welding is being done. 14. Splicing of structural steel members where not detailed is prohibited without the prior approval of the Structural Engineer as to location, type of splice and connection to be made. 15. Beams with specified camber shall be cambered upward. Beams without specified camber shall be fabricated so that after erection any minor camber due to rolling or shop assembly is upward. 16. The minimum bearing length for all steel beams bearing on concrete or masonry shall be 8" for spans 8'-0" or less and 1'-4" for spans greater than 8'-0". 17. Unless otherwise noted, provide a 5/8" thick steel bearing plate with two 1/2" diameter x 0'-6" stud anchors at the ends of steel beams bearing on concrete or masonry supports. 18. Continuous beam cantilevers and other beams framing over the top of a column shall have a full height 3/8" web stiffener on each side of the beam, centered above the supporting column. The beam-to-column connection shall contain no less than 4 bolts (2 each side of beam). 19. The Contractor shall prepare detailed working or shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications and shall submit one reproducible copy and one blue line copy to the Structural Engineer for review prior to fabrication. These shop drawings witl be reviewed for design concepts only. The Contractor shall be responsible for all dimensions, accuracy, and fit of work. EXPANSION/ADHESIVE ANCHORS 1. Anchors shall be Hilti adhesive type as manufactured by Hilti Fastening Systems or approved equivalent. 2. Anchors shall be installed in accordance with the manufacturer's recflmmendations, plans and specifications. Anchors shall not be installed in a masonry mortarjoint. 3. Masonry cores receiving sleeve anchors shall be filled with course grout conforming to the requirements specified herein. 4. The Contractor shall inspect the masonry or concrete surFace at each proposed anchor location prior to installation. If the anchor locations align with mortar joints or the masonry or concrete is honeycombed or otherwise unsound, the anchors shall be repositioned so as to be located in sound material and be in accordance with the manufacturer's minimum spacing and edge distance requirements. 5. Anchors shall not be installed in concrete until it has attained its specified minimum 28 day compressive strength (fc). NON-SHRINK GROUT 1. Grout shall be a high early strength, non-metallic, shrinkage resistant (when tested in accordance with the latest edition of ASTM C827 or CRD-C621), premixed, non-corrosive, non-staining product conforming to the requirements of the latest edition of ASTM C1107 and containing Portland Cement, silica sands, shrinkage compensating agents and fluidity improving compounds. 2. Grout compressive strength tests shall be performed in accordance with the latest edition of ASTM C109, with a restraining plate placed over the molds. 3. Grout shall be installed in accordance with the manufacturer's instructions. 4. Grout shall be placed in a non-sag state and shall have forms built around it for confinement. Grout shall be cured according to manufacturer's recommendations. �TRI I(:TI IRAI I t IMRFR STRUCTURAL LUMBER 1. Structural lumber shall be detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (AITC) and the National Design Specification for Wood Construction by the American Forest & Paper Association {ANSI/NFoPA NDS). 2. Bolts, lag screws, nails and other wood fastenings, unless otherwise noted, shall conform to the latest edition of the National Design Specification for Wood Construction. Standard cut washers shall be used between the wood and bolt head and the wood and nut. 3. Joist hangers and connection plates shall be as manufactured by Simpson Strong-Tie Company, Inc. or approved equivalent. 4. Except where epoxy injection is specified; bolted, lag screwed, or nailed wood member connections shall be glued using adhesives conforming to APA Specification AFG-01 {PL-400} in accordance with the manufacturer's recommendations. 5. Structural load bearing wall studs, not otherwise continuously braced on both sides by gypsum board, plywood/performance rated panel sheathing, hardboard panel siding, or other Indiana Building Code (IBC) approved sheathing; shall be braced at third points with horizontal solid wood blocking in accordance with Chapter 23 of the IBC (Section 2308.9.9) not less than 2 inches (nominal) in thickness and of the same width as the studs fitted snugly and nailed thereto to provide adequate lateral support. 6. Wood members that are in contact with concrete or masonry or exposed to weather shall be pressure treated with a water borne treatment to a net retention level of 0.3 pcf in accordance with applicable American Wood Preservers' Association latest requirements. 7. Rough sawn timbers shall be treated and finished where specified. Ends exposed to weather shall be treated with CCA. 8. All bearing plates at load bearing walls and bearing plates at the second floor framing steel beams shall be fire-treated. PLYWOOD/PERFORMANCE RATED PANELS 1. Piywood and performance rated panels (oriented strand board) shall be detailed, fabricated and erected in accordance with the latest criteria established by the American Plywood Association (APA) including their latest edition of the Plywood Design Specification (and its Supplements). 2. Plywood panels shall be identified with the appropriate trademark of the APA as indicated on the drawings and conform to the requirements of the International Building Code. 3. Roof and floor panels shall be instalied with the long dimension (face grain) across the supports with panels continuous over 2 or more supports {minimum 3 span condition). 4. Stagger panel end joints. End joints shall only occur over a support. Unless recommended otherwise by the panel manufacturer, provide a 1/8" gap between panel ends and edges. Panel edges shall be tongue-and-groove or supported on 2" (nominal) lumber blocking installed between joists. Shear wall panel edges shall be supported on 2" (nominal) lumber blocking installed between studs. 5. Unless otherwise noted, panels shall be fastened to their supports as follows: Roof panels (APA PerFormance Rated Sheathing): 6" o.c. along supported panel edges and 12" o.c. at intermediate supports. Use 6d galvanized common nails for panels 1/2" thick and less and 8d galvanized common nails for panels of greater thickness with 1 1/2" minimum penetration into supporting framing members. Galvanized nails shall be hot-dipped or tumbled. Combined subfloor-underlayment panels {APA Rated Plywood Sturd-l-Floor): 6" o.c. along supported panel edges and 12" o.c. at intermediate supports. Use 8d ring- or screw-shank nails for panels 3/4" thick or less and 10d ring- or screw-shank nails for panels of greater thickness. 6. For field-glued floors, adhesives conforming to APA Specification AFG-01 (PL-400) shall be used and applied in accordance with the manufacturer's recommendations. If non-veneer panels with sealed surfaces and edges are used, only solvent-based glues shall be used unless recommended otherwise by the manufacturer. Apply a continuous line of glue on the joists and a intermittent line of glue in the groove of tongue-and-groove panels. Use 6d ring- or screw-shank nails spaced 12" o.c. at panel ends and at intermediate supports. 8d common nails may be substituted for ring- or screw-shank nails if they are not available. METAL-PLATE-CONNECTED WOOD TRUSSES 1. Prefabricated wood trusses shall be detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (AITC) and the National Design Specification for Wood Construction by the American Forest & Paper Association (ANSI/NFoPA NDS) and the latest criteria established by the Truss Plate Institute (TPI) and the Wood Truss Council of America {WTCA). 2. Temporary and permanent bracing of wood trusses shall be in accordance with the latest edition of the Commentary and Recommendations for Handling, Installing and Bracing Metal Plate Connected Wood Trusses (HIB) by the TPI. 3. Wood roof trusses shall be designed to support the following superimposed loads in addition to the weight of the trusses: Top Chord Dead Load 14 psf Top Chord Live Load 25 psf Bottom hord Dead Load Atti 11 sf C { c) p Bottom Chord Live Load (Attic) 20 psf Total Load 70 psf Wind Load (horizontal) per IBC Wind Load (vertical) per IBC 4. Wood floor trusses shall be designed to support the following superimposed loads in addition to the weight of the trusses: Top Chord Dead Load (including partition load) 40 psf Top Chord Live Load 40 psf (100 psf in corridors & public areas) Bottom Chord Dead Load 10 psf Bottom Chord Live Load 0 psf 5. Deflection due to live load shall be limited to 1/480 of the truss span. For truss cantilevers, the deflection due to live load at the end of the cantilever shall be limited to 1/240 for floors of the cantilever dimension. 6. Truss plates shall be galvanized steel and shall be applied to both faces of the members being connected. 7. Trusses shall conform to the geometry shown. Minimum lumber size for top and bottom chord members of roof trusses shall be 2"x 6" (nominal). Web member size and configuration shall be the option of the fabricator. 8. The truss manufacturer shall prepare detailed working or shop drawings and shall submit one reproducible copy and one blue line copy, including calculations, to the Structural Engineer for review prior to fabrication. These drawings and calculations shall show the design forces in the truss members, the sizes of the truss plates; the lumber species, commercial grade and normal duration design values; required bracing and details necessary to enable the truss manufacturer to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications. These shop drawings will be reviewed for design concepts only. The truss manufacturer shall be responsible for all dimensions, accuracy, and fit of work. The trusses shall be designed by, and the shop drawings and calculations shall bear the seal and signature of, a registered professional engineer in the State of Indiana. 9. The contractor shall install all permanent truss bracing as shown on the truss manufacturer's shop drawings. COORDINATION WITH OTHER TRADES 1. The Contractor shall coordinate and check all dimensions relating to architectural finishes, structural framing, mechanical openings, equipment, etc. The Structural Engineer shall be notified of any discrepancies before proceeding with work in an area under question. DESIGN 1. Building Code: Indiana Building Code, 2008 Edition (2006 International Building Code, first printing, with Indiana Amendments) 2. Soil information: Allowable net bearing pressure: Spread footings Continuous wall footings Unit Weight of Soil Acive Pressure Coefficient, Ka Acive Equivalent Fluid Pressure At-rest Pressure Coefficient, Ko At-rest Equivalent Fluid Pressure Passive Pressure Coefficient, Ka Passive Equivalent Pressure Soil subgrade modulus, K30 Coefficient of Friction 3. Concrete: 28day compressive strength {fc) 4. Masonry: 28 day compressive strength (fm) Concrete Masonry 5. Reinforcing steel {deformed bars of new billet steel): Stirrup and tie Weldable (Low-Alloy) Otherwise Welded wire fabric (smooth) Welded wire fabric (deformed) 3,000 psf 2,500 psf 125 pcf 0.30 37.5 pcf 0.45 56.5 pcf 3.40 425 pcf 100 pci 0.30 see schedule 1,500 psi ASTM A615, Grade 60 ASTM A706, Grade 60 ASTM A615, Grade 60 ASTM A185 ASTM A497 6. Structural Steei: Structural tubing members ASTM A500, Grade B Fy = 46 ksi Structural steel pipe members ASTM A53, Type E or S, Grade B Fy = 35 ksi Structural steel rolled wide flange W shapes ASTM A992 Fy = 50ksi (as an alternate, ASTM A572, Grade 50 may be used) Structural steel rolled S, M, and HP shapes & channels ASTM A36 Structural steel rolled plates & angles ASTM A36 All oth�r members ASTM A36 Connection bolts ASTM A325N Anchor bolts ASTM A36 Stainless steel members ASTM A493, Fy = 60 ksi 7. Structural Lumber {surFaced dry, used at 19% moisture content) [unless noted otherwise]: Load bearing wall headers, floor & ceiling joists See Schedule Load bearing wall studs See Schedule All other members Southern Pine, No. 2 Bolts/Lag Screws ANSI/ASME B18.2 Nails FF-N-105B LVL or Microlams Fb=2,950 psi Fv=285 psi E=2.0 million 8. Non-shrink grout: 28 day compressive strength 5,000 psi 9. Live loads: Roof: 25 psf with drift considerations Floors: Residential Areas First floor retail areas Storage areas Corridors, stairs, assembly areas & exit facilities Balconies 1 Q. Live Load Deflection Limitation: Roof Floors: 40 psf 100 psf 125 psf 100 psf 60 psf L/360 L/480 11. Wind loads: Basic wind speed (3-second gust) 90 mph Importance factor, IW 1.0 Exposure B Occupancy Category II 12. Seismic loads: Seismic Occupancy Category II Mapped MCE Seismic Spectral Response Acceleration at Short Periods, Ss: 17.9% g onse Acceler ' 1 7.9 0 Mapped MCE Seismic Spectral Resp ation at 1 Second, S /o g Design Spectral Response Accelerations at Short Periods, Sds 14.3% g Design Spectral Response Accelerations at 1 Second, Sd1 8.9% g Importance factor, IE 1.0 Site Class C Seismic Design Category B Basic Seismic Force Resisting System: Above First Floor: Wood Structural Panels R= 6.5 Base Shear at 1st Floor 0.022W E uivalent Lateral Force Analysis Procedure q SPECIAL NOTES TO THE OWNER onventional buil ' sub'ect structure reinforced and for c din s such as the 1. Under normal conditions g � , concrete as well as precast/prestressed concrete will develop cracks. The cracks are due to inherent shrinkage of the concrete, creep, ambient temperature variation, and restraining effects of vertical and other structural elements. 2. The cracks formed are normally cosmetic. The concrete maintains its serviceability and strength requirements. It is possible that a number of hairline cracks, which would normally spread over a wide area, will integrate into a single crack with a width exceeding 0.01 inch. It is emphasized that although special effort is made to reduce the potential causes and number of such cracks, it is not practical to provide total articulation and thereby achieve complete inhibition of all cracks. ��LOP.ME/yT ��'� • �O � A i�ut�lic - frrv,ate � �tt�� i�nitn�r�:fJ;�� Q l.�i � 2 City c�fi Carrn�l � Incii�r�a / Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: \\\a��atuu�nurriuui�i�� \\\,�.P� �• S9y `'°i,� �� g�5 r f,pFA fGy% ; � � : �Q. � ,� = y * � i = � �;tPE19500i 47 f 4 _ ��°�' STATE Of '`t�,�"� ;�//'`�f`�,�,� �►v i AN E��.� l . o�.,,.. �NA L ....�� ` Za'��ol � By: � � � _ KEY PLAN BLDG D SCALE:NTS ��CE Solutions, Inc. ,strocraratGxg�errr lo �wekono Ddve Cmmw.� In�a 46032 317-818-1912 »-�zs � �EL..CR LESi: � GR❑'�a Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Project: � � � � � � w � ^1 � 0 W � � N � � v Q � o � �� U - � Z � � � � Y � z •- � � - �� Q � � � � � � �3 � _ � � � � � � z � � L � /� � � 1 \J r /1 r� � VJ V J O W � U � � Q � COPYRIGHT & OWNERSNIP OF DOCUMENTS 7HIS DOCUMENT IS AN INSTRUMENT OF SERVICES MO IS THE SOL'c PROPERTY OF THE ARCHRECT AND PEDCOR DESIC�I GFiWP, LLC. PLL INFORMATION CONTAINED HEREIN IS CONFDBRIPL. RS SUBM55qN AND DISTRIBl1TI0N 70 OTHER PARTIES ISNO7TOBE CONSIRUFDPS PUBLICATION IN DEROGATION OF COMMON LAW COPYRK'�/fT, INTELLECTUAL PROPERTY RIGHTS OR OTHERRE59iVFDRIGHTS. ALL INFORMATION CONTAINE� HEREIN CONSTI'RIT6STHE ORIGN4LMD 11NPUBLISHFD WORK OF THE ARCHffECT, JAMES R. SRJTMJW, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WFIOLE OF THtS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDNG OR BULOINGS.OR PORTIONS OF THE RESULTING BUILDNG OR BULDINGS MAV BE DUPLICATED. COPIED, EXHIBRED. PHOTOC�FiAPHED, RIBLISHED, MODIFIEO OR OTHERWISE DISTRBl1TED INPNY WAV W1TFi0lfiTHE SPECIFIC AND PRIOR WRITTEN CONSEM OFTHEPFiCHRECT, JAMES R. STUTZMAN !WD PEDCOR DESIGN GROUP, LLC. C COPVRICFfT 2013 JAMES R. S7UTB.IAN. AIA, Cartrd, hdiene. Set Issue Date ' Sheet issue Date Drawn By Checked By AMS AMS Last Revision Date: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: General Structural N otes Sheet Number: EET OF COLUMN SCHEDULE COLUMN SIZE BASE PLATE ANCHOR BOLTS REFERENCE W10x33 PL 13" x 13" x 1" 4- 3/4" DIA. 13/S301 W 10x45 PL 14" x 14" x 1 1/4" 4- 3/4" DIA. 13/S301 W10x49 PL 14" x 14" x 1 1/4" 4- 3/4" DIA. 13/S301 W10x68 PL 15" x 15" x 1 1/2" 4- 3/4" DIA. 13/S301 W10x77 PL 16" x 16" x 1 3/4" 4- 3/4" DIA. 13/S301 HSS7x7x1/4 PL 9" x 14" x 1 1/4" 4- 3/4" A325 BOLTS 13/S301 HSS7x7x3/8 PL 14" x 14" x 1 1/4" 4- 3/4" DIA. 13/S301 MASONRY WALL SCHEDULE MARK CMU SIZE VERTICAL REINF. HORIZONTAL REINF. 8A 8" #5 AT 48" O.C. (2) -#5 AT T/BB = T/WALL 8B 8" #5 AT 24" O.C. (2) -#5 AT T/BB = T/WALL 8C 8" #5 AT 48" O.C. (2) -#5 BB AT 48" O.C. NOTES SEE BELOW SEE BELOW SEE BELOW NOTES: 1. REINFORCE ALL WALLS AS INDICATED IN SCHEDULE EXCEPT AS NOTES ON PLANS AND/OR DETAILS. 1 '-0" 2. PROVIDE A 1'-0" HOOK AT TOP OF ALL VERTICAL BARS. � 3'-0" MIN. 3. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. (8" LAP), U.N.O. 4. PROVIDE BOND BEAMS WITH (2) -#5 AT ALL FLOOR AND ROOF LINES AND AT HEAD OF OPENINGS. SPREAD FOOTING SCHEDULE MARK WIDTH LENGTH THICK. TOP & BOTT. LONG. REINF. TOP & BOTT. TRANS. REINF. F3 3'-0" 3'-0" 1'-0" 4-#5 4-#5 F3.5 3'-6" 3'-6" 1'-0" 4-#5 4-#5 F4 4'-0" 4'-0" 1'-0" 4-#5 4-#5 F4.5 4'-6" 4'-6" 1'-0" 5-#5 5-#5 F5 5'-0" 5'-0" 1'-0" 5-#5 5-#5 F5.5 5'-6" 5'-6" 1'-2" 6-#5 6-#5 F6 6'-0" 6'-0" 1'-2" 7-#5 7-#5 F6.5 6'-6" 6'-6" 1'-4" 7-#6 7-#6 F7.5 7'-6" 7'-6" 1'-6" 8-#6 8-#6 F8.5 8'-6" 8'-6" 1'-8" 10 -#6 10 -#6 F9 9'-0" 9'-0" 2'-0" 10 -#6 10 -#6 F10 10'-0" 10'-0" 2'-0" 11 -#7 11 -#7 F11 11'-0" 11'-0" 2'-4" 12 -#7 12 -#7 F12.5 12'-6" 12'-6" 2'-6" 13 -#8 13 -#8 WALL FOOTING SCHEDULE MARK WIDTH LENGTH THICK. BOTT. LONG. REINF. BOTT. TRANS. REINF. WF1.5 1'-6" CONT. 1'-0" 3-#5 #4 AT 18" O.C. WF2 2'-0" CONT. 1'-0" 3-#5 #4 AT 18" O.C. WF2.5 2'-6" CONT. 1'-0" 3-#5 #4 AT 18" O.C. WF3 3'-0" CONT. 1'-0" 4-#5 #4 AT 18" O.C. WF3.5 3'-6" CONT. 1'-0" 4-#5 #4 AT 12" O.C. WF4 4'-0" CONT. 1'-0" 4-#5 #5 AT 12" O.C. WF4.5 4'-6" CONT. 1'-0" 5-#5 #5 AT 12" O.C. WF5 5'-0" CONT. 1'-0" 6-#5 #5 AT 12" O.C. PEDESTALSCHEDULE MARK WIDTH LENGTH TYPE V. REINF. TIES REFERENCE P2 2'-0" 2'-0" C 8-#8 3 x#3 AT 3" O.C. TOP, 7& 8/S301 #3 AT 12" O.C. REMAINDER ?" CLR. TYP. �w � d W �NCHOR ROD TYPE "A" EQ. � EQ. TYPE "B" 2" CLR. _ TYP. �w � Q W �ANCHOR ROD EQ. I EQ. �;� .. �� ANCHOR ROD TYPE "C" FOUNDATION PLAN NOTES () INDICATES NOTE REFERENCED IN PLAN 1. SEE GENERAL STRUCTURAL NOTES (S101), TYPICAL FOUNDATION DETAILS (S301), AND TYPICAL MASONRY DETAILS (S401) FOR ADDITIONAL INFORMATION. 2. T/SLAB ELEVATION = 12'-3" STRUCTURAL DRAWINGS, UNLESS NOTED OTHERWISE T/FOOTING ELEVATION = SEE PLAN AND SCHEDULE T/PEDESTAL ELEVATION = SEE PLAN AND SCHEDULE 3. SEE SITE PLAN FOR ALL FINAL GRADE ELEVATIONS. REFER TO THE CIVIL DRAWINGS FOR THE EXACT ELEVATION FOR THE FINISH FLOOR. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS DO NOT ESTABLISH THE EXACT ELEVATION OF THE BUILDING WITH RESPECT TO SEA LEVEL. 4. FX (X'-X") OR WFX (X'-X") DENOTES FOOTING MARK AND ELEVATION, SEE FOOTING SCHEDULES. 5. PX (X'-X") DENOTES PEDESTAL MARK AND ELEVATION, SEE PEDESTAL SCHEDULE. 6. TSX (X'-X") DENOTES THICKENED SLAB MARK AND ELEVATION, SEE THICKENED SLAB SCHEDULE. 7. ALL EXTERIOR FOOTINGS ARE TO BEAR A MINIMUM 3'-0" BELOW FINISH GRADE. 8. ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS UNLESS NOTED OTHERWISE. 9. T/FTG = X'-X" DENOTES FOOTING STEP WITH T/FOOTING ELEVATIONS. STEP FOOTINGS AS T/FTG = X'-X" SHOWN AND AS REQUIRED TO AVOID INTERFERENCE'S WITH OTHER TRADES, SEE DETAIL 3/S301 10. FLOOR SLAB SHALL CONSIST OF A 6-INCH CONCRETE SLAB-ON-GROUND WITH 6x6-W2.9xW�WWF. SEE GEOTECHNICAL ENGINEERING REPORT FOR SUBGRADE PREPARATION UNDER SLAB. 11. MAINTAIN SLAB THICKNESSES AT ALL FLOOR SLOPES AND DEPRESSIONS. 12. AT RE-ENTRANT SLAB CORNER CONDITIONS, PROVIDE (2) #4 x 4'-0" LONG AT 3-INCHES O.C. PLACED 2- INCHES CLEAR FROM CORNER, CENTERED IN SLAB, TYPICAL. 13. SAW CUT OR WET CUT CONTRACTION JOINTS IN SLABS AS SHOWN ON PLANS. WET CUTS ARE TO BE MADE AFTER FINAL FLOATING WHILE CONCRETE IS ST�LL PLIABLE. SAW CUTS ARE TO BE MADE AS SOON AS PRACTICAL AFTER FINAL HARD TROWELING BUT MUST BE COMPLETED WITHIN 2-HOURS OF FINAL TROWELING. 14. GENERAL CONTRACTOR MAY SUBMIT ALTERNATE CONSTRUCTION / CONTRACTION JOINT PLAN TO ACCOMODATE CONSTRUCTION. APPROVAL IS REQUIRED ON ALTERATE PLANS PRIOR TO CONSTRUCTION. 15. ALL FLOOR SLABS SHALL CONFORM TO THE FOLLOWING ACI F-NUMBER REQUIREMENTS: SPECIFIC OVERALL VALUE: Ff-30 / FI-20 MINIMUM LOCAL VALUE: Ff-15 / FI-10 16. OX DENOTES MASONRY WALL TYPE, SEE SCHEDULE ON SHEET S201. 1 2 31 � 4 5 6 7 8 9 10 253' - 2 5/8" i i i i i 244' - 2 5/8" i i i i i 9, _ �,. 14' - 8" 25' - 0° 28' - 0" 28' - 0" 20' - 0" 26' - 0" 20' - 0" 28' - 0" 28' - 0" 24' - 10 5/8„ 1, _ 8" 36' - 3 15/16" 3' - 10 5/8" 7' - 9 5/8" 14' - 8 3/4" 12' - 1 5/8" 6' - 4" 14' - 8 3/4" 7' - 9 13/16" 3' - 10 5/8" 16' - 9 3/8" 3' - 10 5/8" 7' - 9 9/16" 14' - 8 3/4" 6' - 4" 12' - 1 3/4" 14' - 8 3/4" 7' - 9 13/16" 3' - 10 5/8'5' - 11 9/16" 3' - 8 9/16" 8' - 0 7/16' '- 10 5/8" 1' - 10 5/8" 1' - 10 5/8" 1' - 0 3/8" 1' - 10 5/8" 1' - 10 5/8" 2' - �" 2' - �" 1' - 10 5/8" 1' - 10 5/8" 1' - 0 1/4" 1' - 10 5/8" 1' - 10 5/8" 1' - 0 5/16" 3' - 10 3/16" 1' - 10 5/8" 2'-0" 1'-105/8" 12' - 0" ��6' - 1 3/8" 17' - 9 3/8" � 16' - 7 3/8„ � 21' - 4 5/8" 16' - 7 3/8„ � 46' - 0 5/8„ � 16' - 7 3/8" 21' - 4 5/8" � 16' - 7 3/8" 19' - 6 5/8" 0' - 10 5/16" 9' - 5 3/8" 8' - 11 3/4" I 7' - 4 5/8" 11' - 2 3/4" 7' - 4 5/8" 3 i i � � � F3 ( -2' - 8" ) ( -2' 8" ) F3 S 2 TYP, 11 T/FTG. _ -6' - 4" LOCATIONS SIM. 4 4 4 2 F3(-2'-8") i F3(-2'-8") 4 5 F3(-2'-$„� 2 4 2 i F3(-2'-8") i1 5 4 F3(-2'-8") F3(-2'-8") 2 F3( 2'-8") F3(-2'-8r) S302 30 30 S 02 - S302 S302 S 02 S302 S302 _ _ 302 _ S302 _ S302 _ _ - _ _ _ _ _ _ � _ a - , �-- --- � _.< --- - -- � �- - ----{--;i - - - - - -� ' ----F- <: . i`-I---- � . . �-°°� <I i T/FTG =-4' - 0" i - T/FfG =-4' - 0" i � = i �- � �- 6 5 � _ L J L J � ` L L J � L� J L� J � oo L J L� J � /8 o co -�T/FTG. _ -6' - 4" T/FT = -4' - 0" T/FTG. _ � _ _ T/FTG = -2' - 8" - � T _ _ �� T/SLAB =-12' - 4" 3' - 6 5/8" = o � o , � o N ' � T/SL B=-11' - 11" o 0 o I _ , I t o 3 ,n - , - ' N r WF5(-14'-1")�-- o _ + __ _ -6'-4" N -- --�--------------N O � co TYPPERIMETER WF5(-14'-1") - r WF5(-14'-1") - - ___ ____________ ___ _ , - --' - , ----- � T T --- --------1- --- - - - � T/SLAB=-11'-11" -� . .- ! � �-� � � `fl � � _ _ _ _ -Y� _ _ - ._ _ - - _ _ . 0 i - Q � 9 _ � ' - a `\� Q _ ., B , 5 - __a , _ . , - - . a _. ,-a . _ - . . - a • <- • .a -• - �- a-- _ _ 4 8' - 2 1/2" 4' - 0" ,T/SLAB =-12'a 3" S302 � � _ - P - C . . _ - ' _ . . - " - " " - _ _ _ _ � ' � c�o - ---- _ - ------T -------------- ---- - �-� �-�----- --- -� �-^- -_-� r---� ---- -- ---- - ----�---- T/SLAB=-12'-3"_ -� (_-_ -- �-_--� r° � - �� i � �� °D _ ��c� ', � i T/SLAB=-12'-0" � o � � �NT '"T � ( � i i r I I Ii 1'_0�� r i T/SLAB =-12' - 3" r � r. �- �_ � � g 6' - 0" 4' 6" 8' 9 1/4" _ , � v � � I T/SLAB = -12' - 6" m � � � � T �T/SLAB - -12' - 3 �, � � � j� � � , , - � cfl , T/SLAB = -11' - 11" � � d' '�' � � N � I gq I �� -��----- �� ------ ------� 8'-8" 4�-6�� 6-� NI I -------------- � �� '---r � � �'' � � � I " I � o � � L-� �� .J S302 N T � I I� I, � T -< T �' - o, i � � TYP AT CMU � a � , �-- I , „ I - ---- , „ --------� � � OPENINGS � o �� LT/SLAB=-12'-3" � /SLAB=-12'-6"- � r- -----� ------ �- T � T/SLAB = -12' - 3" T/SLAB = -12 - 1 WF2 ( -14 - 1 ) T/SLAB = -11' - 11" � I � � ,- i ----- --- 8A i � � T/SLAB- _� - - -- ---- -- -�i = I � T/SLAB=-12'-3° � - - - - WF4.5(-14'-1") 8A � ^ � 11'-11" T � WF2 (-14'-1") � � a �'- F3 (-14' - 1" ) T/SLAB = 12' - 3" 8B \ 27' - 5 3/4" 10' - 7 1/8" T � - ' / T/SLAB =-12' - 3" 1 � ° � ' , ; ' I � d- / 8A 20' - 4" 12' - 11 5/8" �� °' r T I`� � ( r 5' - 1 3/4" ; i T/SLAB - I '- TYP AT INT. <_ � S302 -� r 10' - 10 4" 22' - 5 3/4" 28' - 3 5/8" S302 T � ( �" g CMU WALLS 33' - 3 5/8" CO � �" 0' - 1 3/4" -11' - 11 ° -- � � W F4.5 N-' SUMP PIT, SEE � N 8B cv I N 14' - 1" � �- - � PLUMBING T � � � - - - i � I I� S302 � T/SLAB = -12' - 3" i � - � � - � � � , DRAWINGS c,� I a - ---- � lao \ I � I I 0' - 3 1/2" � - I d� � � a � WF2 (-14'-1") � � T/SLAB=-12'-3" _ �-�}" 9'-31/8" � �7'-75/8" � �� i T / v � � � � � 0, _ 1 �� ' _ � --- --- � M --- ---� �--- -- -� _� � 0 N 1 .. � �--- --- ' ---- o - T/SLAB= � - ----- � o' � I \ S302 T/SLAB =-12' - 3" `° 10X33 W 10X77 W 10X77 � W 10X68 � r � -15' - 11 " T/SLAB =-12' - 2" � � � W 10X68 � W 10X77 � � W 10X45 _ � _� ° T/SLAB =-12' - 3" �- � � T- F65(-14'-1") I I F12.5(-14'-1") I I F12.5(-14'-1") I F11(-14'-1")�� I I � 8A � � F11 (-14'-1") I F12.5(-14'-1") I F8.5(-14'-1" i � 03/8"I � �T � � _, I � �-- ---- � � � � � �_I � � I � WF I - - I- - I - --- I I - -- I - --- - S 01 - - - �-�- - - --� - -- -� -� - - - -�- - ---� -- �- - ---�--- �, I I N -14'-1" _ _I- ( I- �-_ � - -�--- � � � � �� - , � � � -. --° - I I I I I °° I \ I T SLAB = I I I I � � I I I I� _' a i � ' i1' W 10X68 � T/FTG =-17' - 1" -12' - 1 1/2" W 10X68 / � I � � N i _ ,�� N � � �I � �, � �� P2(-14'-1") � F11(-14'-1")� I � � � �105(�14'-1") �� - �� ' � � - � WF4.5(-14'- 1 ) � � � � ------� L -------� --- J "v � � \ �- -----� T�----- J F11 (-17'-1") L- -J �--- � r� "' N � / �--- ---� �--- ---� � / -- -- \ � 1�_3�� I � � �3'-65/8° � i� -- � � / " �� - N - I "' � � � � i A ,� I � � � I � � �� - � � � T I S302 i � T/SLAB =-12' - 7" j8 B i � � I T/SLAB = -12' - 6" T/SLAB - -12' - 6" T/SLAB = -12' - 5" � aa � � ' • 4 _' a T/SLAB - -12' - 5" T/SLAB - -12' - 6" T/SLAB - -12' - 6" WF4.5 �\� T/SLAB = -12' - 3" T/SLAB = -12' - 3" T/SLAB = -12' - 3" T/SLAB = -12' - 6" I I ,a • - -- -- -- � � � T/SLAB = -12' - 3" T/SLAB = -12' - 3" T/SLAB = -12' - 3" � ( -14' - 1" ) A_5l - -- - ------ � -�-- - N T/SLAB=-12'-3" T/SLAB=-12'-3" I I � II - J � I � W 10X33 � r �,, � � c� �� F7.5(-14'-1")� T/SLAB=-12'-6" �� a � � 17 �� i� � T N S301 -- � __ - -- -- -- W 1 X49 W 1 33 W 10 49 � , W 10X45 W 10X45 �- - W OX45 W 10 45 � W 10X 9 � I�° T �I �-- � W1 49 � � -- -- �-- -- - -- �-- --� ' � .< i I � F1 (-14'-1") I I F10(-14'-1") I F9(-14'-1") I I F9(-14'-1") I � F(-14'-1") I F9(-14'-1") I I F10(-14'-1") I I Fi (-14'-1") F6.5(-14'-1") :_ � � I � � � � � � � � � � � � � � � � � ( � g - ----- - - -�� ! - - - - ------- - - ------- --- - -- - -- ---- --- -- �-- -i- � -i- -i-- -�- i- --�-- �--- -i � -�-- -i- --+- -i-- -�---- -+ -�-- � - SEE SITE/CIVIL �� ;� � I I I I I I I I I I I I I I ° I � DRAWINGS FOR �. I I I I I I I I I I I I I I I RETAINING WALLS AND � N �� M TRENCH DRAIN AT RAMP I ` � W10X33 -- -- -- -- L-- --� L-- ---� �--- ---� L-- --J -- -- -- -- � I� _ �,- � F5.5(-14'-1") 0'-65/16" 0'-513/16" li � �T N 1 i 0'-4" � 0'-4" T/SLAB=-12'-3" ' r 0'-4" 1'-103/16" 1'-911/16" � �� r S302 9' - 2 5/8" 15' - 1 1/2" 3' - 0"� \ � ' �' � ` , „ 13'-11/2" 3-� 16'-47/8" 4'-83/8" 6'-4' r _ , 1 r � i � 14' - 5 5/8" 13' - 1 1/2" 0' - 4" 3' - 4" \ 13 - 1 1/2 3' - 4" 0' - 5 3/8" T/SLAB =-12' - 3" I i "_ � S302 -- 13' - 1 1/2" P2(-1' - 4") 14' - 5 5/8" I� � P2 (-1' - 4") F(-1' - 4") P2 (-1' - 4") F(-1' - 4") I� _ I I� _ I � � � ° P2 (-1' - 4") P2(-1' - 4") T/SLAB = -12' - 3" WF5 ( -14' - 1" ) I - --------- --- - -- - I--P2 -1'-4" � - ---------- -- ---- ------- ----------- - ------ ---- -- -- ---- - � P2 (-1'-4") --- --� -- ---� P2(-1'-4")- �-- i � I ( ) a�-, - _ : - -.. -. _-. - a �e -_ __-, _ -. _ . � _-< , _ _ L __ ...� � <.- _- - L. �� . � � � Jd .�. , d, a d d. Q d . , d _': , �. 4< _ _ d_ _ _ .B _ - . _. 4`" 'a _ _ _ _ • �� ° . ° ° ' i � - � �� i i i i ia a ° �� P2 (-1' - 4")' J . < - _ . _ . • - - .- - - - - � --------- -- ---- ------- --------- ----' -- --' ---- -- - , � =. ------------ _ - - - - - - - - - - - - - - o0 00 �---- ------------ - - ---' ---- -� � °° - . i� M _ _ oo � � r � � r �i r � � � r � � � _ - - o' _ � � 1 CV T -- _ : - - -- N � e�� - -� - I ,. --- �- � --- �---- .�I` ---I -- �' . I- - I- -I - � N --- - � � � - - � Cy � 00 , o � � T/FTG = -5' - 4" � ih � S302 T/FTG = -5' - 4" , T/SLAB = -5' - 4' � I ' 2 5 - o 2 5 - - 5 2 , ,. , ,� � , �� . F 2' 8" F3 2, 8�� 0 5 13'-0" 13'-0" FOUNDATION PLAN 1/8" = 1'-0" � 25' - 4" o F3(-2 -8 ) F3(-2 -8 ) � F3(-2 -8 ) F3(-2 -8 ) 3(- - ) (- - ) � S302 S302 � S302 S302 � � � � S302 i i i i i i I � 6'-51/16" I 8'-311/16" I 7'-53/16" 11'-01/4" 7'-69/16" � 8'-51/16" I6'-311/16" 3'-8" 4'-0" 17'-53/8" 4'-0" 3'-8" 9'-5" 12'-101/8" 17'-27/8' 9'-15/8" 17'-27/8" 12'-10 /8" 9,_5" 3,_8" �� - 10 5/8" '- 10 5/8" 1' - 10 5/8"J 1' - 10 5/8" 1' - 10 5/8" 1' - 10 5/8" 1' - 10 5/8" 1' - 10 5/8" 3' - 10 5/8" 231' - 2 5/8" 244' - 2 5/8" S302 � T/FTG = -5' - " S302 S30 � 1'-8" i i i I � � 4'-0" 15'-07/8" 6'-41/2" 3'-8" 25'-4" 3' - 10 5/8" \ , � �� .fl P M EIyT 4�� Pui�ii< � Privatt� � ��''�! tt��" P,irtnf�rsl��, � � �� O v z C:ity of C:ar�n��! 1�7clian� Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 2?0 Carmel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: �� \\\\ i\ 111 l{ f(! I t f f i! I// j � j �� \��'��6 s�e,� orF�y% .Q � � � N0. ; ,� ' �=�PE19500147f� _ � ` STATE Oi f �' � %�'`�F�,s j� i nN ��`�` 1. ii.,,.. NA l ..,..�� 2• ��t3 By: � � � � � KEY PLAN BLDG D SCALE:NTS � � I CE Solutions, Inc. Strw.�tmxlEe�Oera w slweno.e Dtivs C��r1, ]nmma46632 317�18-l913 ff61 PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Proiect: L W � W Vo }r �i U� .� � m W � L � U � G Q � � w V � QR V � z � � � � Q z ��, L�', i � w '�U Q � � C� � � N � 0 ^, � W � z � � � � � W � � }+ � � U 0 V J � � J W COPYRIGHT& OWNERSHIP OF DOCUMENTS .HISDOCUME'VT��SN'J NS RUSF:'v OFSERJ�-CESAhD �HESCLE P R O P E RT � C F �� H E A R C H E C A ti � F E D C O R D F S G\ G R U F. L LC. ALL ��.�'FCRMA ON COh AI tiED HERE V S COtiF DE AL � S SUBMISSIC'vA'JDD�S RBUTO��.00 HERPAR. ES 5'�K`�� CBE CONSTRUEDASPUBL.CA ONiM1DEROGA��CtiCF C�.�IJiCtiLA64 COPVRIGHT �tiTELLEC UALPFOPERT RGH�SORC HER R E S E R V E D R G H' S. A L L NF ORMAT:ONCON A�tiECHERE�^�. CONSTITU ESTHEOR�iGINALANDUNPU6LISHEDWOftKCF-HE ARCHITECT �ANF.S R. S`U'Z�'J�AN. A�vD PEDCOR DES�GNGROUF. LLC. � PART OR WFIOLE OF TH�S DESIGf�. THESE DRAW INGS. CR'HE RESULr�,NG BUiLDING CR BUILD�fvGS. OR PORT��OVS CF . HE RESULTING BU:LDING CR BUILDINGS ^MV BE DUPL CA ED. CCP ED. F%HIBITED PHGTOGR4PHED. PUeLISHEC. MOD:F ED OR C�HERIN�SE D'STRIBU ED'fvA'V`/WA�WTHCU-THESPECIFICAtiDPR�CR WR''T?ENCCNSEti-OF HEARCH.-F.GT.JAMESR.S�UTZMA�I�AND PEDCOR DES C�GROUP LLC. 'i GOPVRiGH�-2�'� 3 JAMES R. 5?UTZNWN AIA Carme� nc a. 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REFER TO ARCH. PLANS FOR WALL LOCATIONS. 2. ALL STUDS SHALL BE SP #2 GRADE. WOOD STUD WALL SCHEDULE (1 ST FLOOR TO 2ND FLOOR) AO 2x8SP#2AT16"O.0 BO 2x6 SP #2 AT 16" O.0 WOOD NOTES: 1. REFER TO ARCH. PLANS FOR WALL LOCATIONS. FLOOR FRAMING PLAN NOTES: n INDICATES NOTE REFERENCED ON PLAN 1. SEE SHEETS S101 FOR GENERAL STRUCTURAL STRUCTURAL NOTES. 2. TOP PLATE HEIGHTS MAY VARY. SEE PLAN, SECTIONS AND TRUSS ELEVATIONS FOR BEARING HEIGHTS. TOP OF CONCRETE TOPPING =+14'-0". TRUSS BEARING = 11'-11 3/4". 3. OVERHANGS MAY VARY. SEE PLAN, SECTIONS, TRUSS ELEVATIONS AND EXTERIOR ARCHITECTURAL ELEVATIONS. 4. REFER TO ARCHITECTURAL FLOOR PLAN FOR CONFIGURATION OF VENTS ON BUILDING. 5. FLOOR DECK SHALL BE APA 32/16 SPAN RATED SHEATHING, 3/4-INCH NOMINAL THICKNESS, EXPOSURE 1. ATTACH WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6-INCHES O.C. AT EDGES AND DIAPHRAGM BOUNDARIES, UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SHEATHING SUPPORT CLIPS BETWEEN TRUSSES AT UNBLOCKED PANEL EDGES (SIMPSON PSCL OR EQUAL). 6. PROVIDE LAMINATED VENEER LUMBER (LVL) BEAMS IN SIZES INDICATED ON PLANS AND SECTIONS. 7. O DENOTES WOOD HEADER/BEAM - SEE SCHEDULE ON THIS SHEET. 8. FLOOR TRUSSES SHALL BE DESIGNED FOR 100 PSF IN CORRIDOR. SEE S101 FOR FLOOR TRUSS NOTES. 9. FLOOR TRUSSES SHALL BE DESIGNED FOR 125 PSF IN M-E-P AREA ONLY. SEE S101 FOR FLOOR TRUSS NOTES. 10. HSS 7x7x1/4 STEEL COLUMN, BOTTOM OF BASE PLATE ELEVATION -1'-4". 11. HSS 7x7x3/8 STEEL COLUMN, BOTTOM OF BASE PLATE ELEVATION -1'-4". 12. VERIFY ALL FLOOR MECHANICAL OPENINGS WITH MECHANICAL DRAWINGS. 13. DOUBLE FLOOR TRUSSES. DESIGN PER LOADING SHOWN ON 15/S604. 14. PROVIDE PRECAST LINTEL FOR BRICK SUPPORT AT EAST AND WEST ENTRIES. POST, SEE PLAN PORCH FRAMING, SEE PLAN (2) - 3/4" DIA. THRU BOLTS RELATIONSHIP OF PORCH POST AND PORCH FLOOR FRAMING ON EAST SIDE BALCONI ES 1/4 x 4 PLATES PORCH FRAMING, SEE PLAN DETAIL AT EAST SIDE BALCONIES WALL FRAMING PLAN NOTES: (� INDICATES NOTE REFERENCED ON PLAN A. SEE SHEETS S101 FOR GENERAL STRUCTURAL NOTES. B. WALLS SHOWN ARE 1ST FLOOR BEARING BELOW. C. ALL EXTERIOR WALLS TO BE SHEATHED WITH APA 32/16 SPAN RATED PLYWOOD, 5/8" NOMINAL THICKNESS ATTACHED WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6- INCHES O.C. AT ALL EDGES AND BOUNDARIES, U.N.O ON SHEAR WALL SCHEDULE. SEE PLAN, SCHEDULE AND DETAILS FOR SHEATHING REQUIREMENTS ON SHEAR WALLS. D. SHEAR WALLS NOTED ARE TO BE CARRIED UP FROM THE SECOND FLOOR LEVEL TO THE ROOF TRUSSES. ALL SHEAR WALLS INDICATED ON P�ANS ARE TO BE ANCHORED AT INTERSECTIONS WITH OTHER WALLS VIA. BLOCKING. E. HEADERS IN INTERIOR NON-BEARING WALLS SHALL BE DOUBLE 2x MEMBERS AS FOLLOWS W/ 1/2" FLITCH PLATE SPLICES: SPAN 2x4 WALL 2x6 WALL TRIMMERS 0'-0" TO 4'-0" (2) 2x4 (3) 2x4 1 4'-1 " TO 8'-0" (2) 2x6 (3) 2x6 1 8'-1" TO 12'-0" (2) 2x8 (3) 2x8 2 ALL HEADER STOCK FOR NON-LOAD BEARING WALLS TO BE SPF CONSTRUCTION GRADE. F. ALL HEADERS NOT ABOVE DOORS OR WINDOWS ARE TO BE FLUSH WITH THE CEILING. G. PROVIDE EQUIVALENT SIZE SOLID BLOCKING AND VERTICAL MEMBERS THROUGH UNDERLYING FLOORS/WALLS BELOW MULTIPLE MEMBERS CARRYING CONCENTRATED LOADS. OA DENOTES BEARING WALL - SEE SCHEDULE ON THIS SHEET. � DENOTES SHEAR WALL - SEE SCHEDULE ON SHEET S601. PROVIDE BRICK LINTELS AS FOLLOWS UNLESS NOTED OTHERWISE: FOR SPANS < 4'-0": L3 1/2 x 3 1/2 x 3/8 FOR SPANS > 4'-0", < 6'-0": L5 x 3 1/2 x 3/8 (LLV) FOR SPANS > 6'-0", < 8'-0": L6 x 3 1/2 x 3/8 (LLV) FOR SPANS > 8'-0", < 12'-0": V x 4 x 3/8 (LLV) ALL BRICK LINTELS TO HAVE 8-INCHES BEARING, EACH END. POST, SEE PLAN PROVIDE SIMPSON (OR EQUAL) HANGERS WITH CONCEALED FLANGES AT BEAMS PORCH FRAMING, SEE PLAN PORCH FRAMING, SEE PLAN RELATIONSHIP OF PORCH POST AND PORCH FLOOR FRAMING ON WEST SIDE BALCONI ES DETAIL AT WEST SIDE BALCONIES 3/4" = 1'-0" � S203 / 3/4" = 1'-0" SECOND FLOOR FRAMING PLAN 1/8" = 1'-0" 0 � � 0 N � � O N � � � N c� , \ , / u ��fl��wf,�r ��'�� 'o f� f'tlh�l+_ � Pil`ldCt� �' �ty� � ��rr4t�tet�c�i��i � � � z City of Carn7el s lndiar�a �.i Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Cannel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: \�``��\\\\�,�� SE i'��% ; �� 6�s r f,� F� % ; �� °' Aj ° �y � i !�O j : �i�PE 1950Q 147 f'� �, %°� � STATE OF f�,�: %'�f ` ��►D 1 AM* ��`�� :��io;rf ONAI �-��``\\� By: �`�a�:��P3 � � � KEY PLAN BLDG D SCALE:NTS � � l CE Solutions, Ine. I �� ta shovhoae Driva a�t ��osz 317-81&1912 � , ,i, � � � �; ��, PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L � � � � Uo �� ._ U� —m a� � L c� U Project: � � Q � � W C� I� ��Q ' C� c� z �. �� Q�� z � � � � w U oC Q � � � � � N N � � O a� � �z � — c� � oC � � � � � � U 0 � 0 � 00 COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUMENT'.5 Ah INS'RUMEN' CF SERV'�.CES A'JD 5 THE SCLE PROPERTV OF THE AFCH:'TECT AIVD PF.DCOR DES��G�'v GRCUP. LLC ALLiNFORIJWT'.ONCON?A�NEDHEF2E��ti'SGOVF��DE�-AL. -5 SIJBMISSION AND D�STRiBUTIOM1-O CTHER PAHTiES iS �v0�- "O BE CONSTRUED AS PUBL�CA � ION i.N DEROGA-ICN CF CGP�MOV LAVJ COPVRIGHT. INTELLECTUAL PROPERTV R��.GHTS OR C-HER RESERVED RIGHTS- ALL INFORMAT'ONCONTA�.'vED HEFE'�� CONSTITUTES THE CRIGINAL AND UNPUBL�SHED WORK OF THE ARCMTECT. JAMES R. STUTZNAN. AND PEDCOR DESiGN GROUP. LLG � PART OR WFIOL E OF THIS �ESiGN. � HESF DRAW�r.GS.OR -HE RESULTING BU�LDING CR BU�LDi�aGS. CR PORT�iOfJS OF'HE RESULTING BUILDING OR BU!LDINGS VWV BE DUPLICATED.GCPiED. E%HIBITED. PHOTOGRAPHED. PUBL'�SHED. "�AODiF�.ED CR OTHERW'SE DISTRIBUTED IN ANV WA� W��THOU' THE SPECiF'CAND PR�OR W R I TTEN CONSENT OF THE ARCH i TECT. JAMES R. STU?ZMAh AND PEDCOR DESIGN GROUP.LLC.'J COPVFIGHr20'.3.;AMESR. STUTZMAN. AIA. Camel. indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Last Revision Date: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: SECOND FLOOR FRAMING PLAN Sheet Number: EET OF � � � u C u �' a u a C C`; � C � U LL � u � a u WOOD HEADER/BEAM SCHEDULE MARK HEADER/BEAM SIZE 3L-1 (3) 2x10 3L-2 (3) 1 3/4" x 11 7/8" LVL 3L-3 (3) 2x12 21' - 4 5/8" WOOD COLUMN SCHEDULE 3C1 (3) 2x6 JACK BEARING STUDS +(2) - 2x6 KING STUDS WOOD NOTES: 1. REFER TO ARCH. PLANS FOR WALL LOCATIONS. 2. ALL STUDS SHALL BE SP #2 GRADE. i[:�ic7E� dR' _ (1 �,/R" WOOD STUD WALL SCHEDULE (2ND FLOOR TO 3RD FLOOR) AO 2x6 SP #2 AT 16" O.0 WOOD NOTES: 1. REFER TO ARCH. PLANS FOR WALL LOCATIONS. �r�fe7c_7Y FLOOR FRAMING PLAN NOTES: n INDICATES NOTE REFERENCED ON PLAN 1. SEE SHEETS S101 FOR GENERAL STRUCTURAL STRUCTURAL NOTES. 2. TOP PLATE HEIGHTS MAY VARY. SEE PLAN, SECTIONS AND TRUSS ELEVATIONS FOR BEARING HEIGHTS. TOP OF CONCRETE TOPPING =+25'-1". TRUSS BEARING =+23'-0 3/4". 3. OVERHANGS MAY VARY. SEE PLAN, SECTIONS, TRUSS ELEVATIONS AND EXTERIOR ARCHITECTURAL ELEVATIONS. 4. REFER TO ARCHITECTURAL FLOOR PLAN FOR CONFIGURATION OF VENTS ON BUILDING. 5. FLOOR DECK SHALL BE APA 32/16 SPAN RATED SHEATHING, 3/4-INCH NOMINAL THICKNESS, EXPOSURE 1. ATTACH WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6-INCHES �1�. EDGES AND DIAPHRAGM BOUNDARIES, UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SHEATHING SUPPORT CLIPS BETWEEN TRUSSES AT UNBLOCKED PANEL EDGES (SIMPSON PSCL OR EQUAL). 6. PROVIDE LAMINATED VENEER LUMBER (LVL) BEAMS IN SIZES INDICATED ON PLANS AND SECTIONS. 7. O DENOTES WOOD HEADER/BEAM - SEE SCHEDULE ON THIS SHEET. OFLOOR TRUSSES SHALL BE DESIGNED FOR 100 PSF IN CORRIDOR. SEE S101 FOR FLOOR TRUSS NOTES. 9�. FLOOR TRUSSES SHALL BE DESIGNED FOR 125 PSF IN M-E-P AREA ONLY. SEE S101 FOR FLOOR TRUSS NOTES. 10. VERIFY ALL FLOOR MECHANICAL OPENINGS WITH MECHANICAL DRAWINGS. 11. DOUBLE FLOOR TRUSSES. DESIGN PER LOADING SHOWN ON 15/S604. 71' _ d F/A" 1 C,' _ 7 �/S2" i 4' - R F/R" WALL FRAMING PLAN NOTES: (� INDICATES NOTE REFERENCED ON PLAN A. SEE SHEETS S101 FOR GENERAL STRUCTURAL NOTES. B. WALLS SHOWN ARE 2ND FLOOR BEARING BELOW. C. ALL EXTERIOR WALLS TO BE SHEATHED WITH APA 32/16 SPAN RATED PLYWOOD, 5/8" NOMINAL THICKNESS ATTACHED WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6- INCHES O.C. AT ALL EDGES AND BOUNDARIES, U.N.O. ON SHEAR WALL SCHEDULE. SEE PLAN, SCHEDULE AND DETAILS FOR SHEATHING REQUIREMENTS ON SHEAR WALLS. D. SHEAR WALLS NOTED ARE TO BE CARRIED UP FROM THE SECOND FLOOR LEVEL TO THE ROOF TRUSSES. ALL SHEAR WALLS INDICATED ON PLANS ARE TO BE ANCHORED AT INTERSECTIONS WITH OTHER WALLS VIA. BLOCKING. E. HEADERS IN INTERIOR NON-BEARING WALLS SHALL BE DOUBLE 2x MEMBERS AS FOLLOWS W/ 1/2" FILLER PLATE SPLICES: SPAN 2x4 WALL 2x6 WALL TRIMMERS 0'-0" TO 4'-0" (2) 2x4 (3) 2x4 1 4'-1 " TO 8'-0" (2) 2x6 (3) 2x6 1 8'-1 " TO 12'-0" (2) 2x8 (3) 2x8 2 ALL HEADER STOCK FOR NON-LOAD BEARtNG WALLS TO BE SPF CONSTRUCTION GRADE. F. ALL HEADERS NOT ABOVE DOORS OR WINDOWS ARE TO BE FLUSH WITH THE CEILING. G. PROVIDE EQUIVALENT SIZE SOLID BLOCKING AND VERTICAL MEMBERS THROUGH UNDERLYING FLOORS/WALLS BELOW MULTIPLE MEMBERS CARRYING CONCENTRATED LOADS. q0 DENOTES BEARING WALL - SEE SCHEDULE ON THIS SHEET. � DENOTES SHEAR WALL - SEE SCHEDULE ON SHEET S601 PROVIDE BRICK LINTELS AS FOLLOWS UNLESS NOTED OTHERWISE: FOR SPANS < 4'-0": FOR SPANS > 4'-0", < 6'-0": FOR SPANS > 6'-0", < 8'-0": FOR SPANS > 8'-0", < 12'-0" L3 1/2 x 3 1/2 x 3/8 L5 x 3 1/2 x 3/8 (LLV) L6 x 3 1/2 x 3/8 (LLV) U x 4 x 3/8 (LLV) ALL BRICK LINTELS TO HAVE 8-INCHES BEARING, EACH END. 4' - 5 �/R" � , .�" `�� `� � vv FACE OF STUD THIRD FLOOR FRAMING PLAN 1 /8" = 1 '-0" ,� , � 0 �y �1.� P M E/yl v �� A F}��liiic ' Pi�i�✓;�t�� ?' gtiy €�art;l�=rsl�i}� �J` 4 % O V 2 t.lty O� ��li"�T1P� �._ ittcli�na .�e Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: �� « � i i i i� r t r r i r� i i��`i \��p,�1 Y. S,� y��i�//i ;�� 6�srF�Ee F�y : =*� N0. �; _ �,s�PE19500147f,� � �°p = STATE OF ��4': �i'��' �M11AM�` \�`�� 1:'''�/��ss��NAI �-��`°\� �' Z�. �Zol 3` By: � � KEY PLAN BLDG D SCALE:NTS ��l CE Solutions, Inc. I �� 10 Shoohoee Driva C�al, In�aie46D32 317-81S-19i2 if61 , PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) L � �--� � � Uo �� +� � .� . V� � m W � � c� U Project: � � � � � W C� Q � Q C� c� z � � � � z � � � � W U � Q � � � • � � � � � � c� � � � � 0 � �� `:� N C'7 O c� � Z W � L c� U COPYRIGHT& OWNERSHIP OF DOCUMENTS THIS DOCUME�T'�.5 AN I'JSrRUMEM OF SERViCES AND i5 ?HE SCLE PROPERTV OF THE ARCH'."EC- A'vD FEDCCR DES�.G�\� GRCUF. LLC. ALL INFOFMA�iOfvCOh'A�.fvEDHERE�.IV SCONF�DE�ti-AL -5 SUBMISSiON AND DIS i RigU-'�ON'C C�HER PAR'��ES iS NO' -0 BF CONSTRUED AS PUBUCAT�.OIV� �ti DEROGA?'�.O�.OF CC!J�MOM1 LAW COPVRIGHT.��tiTELLEC'UALPROPERTYRiGHrS CR O`HER RESERVEDRIGHTS_ ALL'.NFORVWT'�OfvCON'AINED HERE'�� CCNSTITU?ES `HE OR'�Gi'vAL AND UM1PUEiI �SHED �"lORK OF -HE ARCHITECT. JAMES F STU-7NHN. A�D PEDCGR DES�G� GHCUF. LL�'. NO PAR?OR WFIOLE CF THIS DESIGN. THESE DR4W��'vGS. CR THE RESULTiNG BU�.LDING OR BUILD��GS. CR PORT��.UVS OF `HE RESUL?:NG BU'�,LDIfVG OR BUILD�.NGS MA� BE DUPL'�CAT[�. CCP��.E�. EXHIBiTED. PHOTOGRAPHE�. PUBL'.SHEO. �^JiCD�.F�ED OR C'HERW ��SE DIS?RIBUTED'�.�AN� WAV W'�,THOUT �'HE SPEC'.FIC A�tiD PRiCR WRITTEN CONSENT OF THE ARCH�TEC`. JAMES R. S�TIJ?ZMA'v ANG PEDCOR DESIGNGRCUP. LLC- ;J GOPVR�GH-20'3 �A�sES R_ STUTZMAN.AIA.CarmeLlnd�ana. Set Issue Date Sheet Issue Date Drawn By Checked By Last Revision Date: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: THI RD FLOOR FRAMING PLAN Sheet Number: ' � HEET OF « C � r WOOD HEADER/BEAM SCHEDULE MARK HEADER/BEAM SIZE RL-1 (3) 2x8 RL-2 (3) 1 3/4" x 9 1/2" LVL RL-3 (3) 2x12 RL-4 (2) 2x12 RL-5 (2) 1 3/4" x 9 1/2" LVL RL-6 (2) 1 3/4" x 11 7/8" LVL WOOD COLUMN SCHEDULE RC1 (2) 2x6 JACK BEARING STUDS +(2) - 2x6 KING STUDS RC2 (2) 2x4 JACK BEARING STUDS +(2) - 2x4 KING STUDS WOOD NOTES: 1. REFER TO ARCH. PLANS FOR WALL LOCATIONS. 2. ALL STUDS SHALL BE SP #2 GRADE. WOOD STUD WALL SCHEDULE (3RD FLOOR TO ROOF TRUSS BEARING) AO 2x4 SP #2 GRADE AT 16" O.0 OB 2x6 SP #2 GRADE AT 16" O.0 WOOD NOTES: 1. REFER TO ARCH. PLANS FOR WALL LOCATIONS. ROOF FRAMNG PLAN NOTES: n INDICATES NOTE REFERENCED ON PLAN 1. SEE SHEETS S101 FOR GENERAL STRUCTURAL STRUCTURAL NOTES. 2. TOP PLATE HEIGHTS MAY VARY. SEE PLAN, SECTIONS AND TRUSS ELEVATIONS FOR BEARING HEIGHTS. TRUSS BEARING HEIGHT =+34'-1" U.N.O. 3. OVERHANGS MAY VARY. SEE PLAN, SECTIONS, TRUSS ELEVATIONS AND EXTERIOR ARCHITECTURAL ELEVATIONS. 4. REFER TO ARCHITECTURAL ROOF PLAN FOR CONFIGURATION OF VENTS ON BUILDING. 5. ROOF DECK SHALL BE APA 32/16 SPAN RATED SHEATHING, 5/8-INCH NOMINAL THICKNESS, EXPOSURE 1. ATTACH WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6-INCHES O.C. AT EDGES AND DIAPHRAGM BOUNDARIES, UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SHEATHING SUPPORT CLIPS BETWEEN TRUSSES AT UNBLOCKED PANEL EDGES (SIMPSON PSCL OR EQUAL) 6. PROVIDE BLOCKING IN ROOF TRUSSES AT EXTERIOR WALL LOCATIONS AS INDICATED ON PLANS AND SECTIONS. 7. SEE ARCH. FOR WALL LAYOUT DIMENSIONS. 8. O DENOTES WOOD HEADER/BEAM - SEE SCHEDULE ON THIS SHEET. 9O. TOP OF MASONRY WALL ELEV. _+33'-11 1/2" AT STAIR. 10. TOP OF CONCRETE CAP ELEV. _+39'-0" AT ELEVATOR. 11. PROVIDE W8x31 BEAM AT TOP OF ELEVATOR SHAFT. 12. TOP OF CONCRETE CAP ELEV. _+31'-10" AT ENVAC SHAFT. WALL FRAMING PLAN NOTES: (� INDICATES NOTE REFERENCED ON PLAN A. SEE SHEETS S101 FOR GENERAL STRUCTURAL NOTES. B. WALLS SHOWN ARE 3RD FLOOR BEARING BELOW. C. ALL EXTERIOR WALLS TO BE SHEATHED WITH APA 32/16 SPAN RATED PLYWOOD, 5/8" NOMINAL THICKNESS ATTACHED WITH 8d COMMON NAILS AT 12-INCHES O.C. IN FIELD AND 6- INCHES O.C. AT ALL EDGES AND BOUNDARIES, U.N.O. ON SHEAR WALL SCHEDULE. SEE PLAN, SCHEDULE AND DETAILS FOR SHEATHING REQUIREMENTS ON SHEAR WALLS. D. SHEAR WALLS NOTED ARE TO BE CARRIED UP FROM THE SECOND FLOOR LEVEL TO THE ROOF TRUSSES. ALL SHEAR WALLS INDICATED ON PLANS ARE TO BE ANCHORED AT INTERSECTIONS WITH OTHER WALLS VIA BLOCKING. E. HEADERS IN INTERIOR NON-BEARING WALLS SHALL BE DOUBLE 2x MEMBERS AS FOLLOWS W/ 1/2" FILLER PLATE SPLICES: SPAN 2x4 WALL 2x6 WALL TRIMMERS 0'-0" TO 4'-0" (2) 2x4 (3) 2x4 1 4'-1" TO 8'-0" (2) 2x6 (3) 2x6 1 8'-1" TO 12'-0" (2) 2x8 (3) 2x8 2 ALL HEADER STOCK FOR NON-LOAD BEARING WALLS TO BE SPF CONSTRUCTION GRADE. F. ALL HEADERS NOT ABOVE DOORS OR WINDOWS ARE TO BE FLUSH WITH THE CEILING. G. PROVIDE EQUIVALENT SIZE SOLID BLOCKING AND VERTICAL MEMBERS THROUGH UNDERLYING FLOORS/WALLS BELOW MULTIPLE MEMBERS CARRYING CONCENTRATED LOADS. AO DENOTES BEARING WALL - SEE SCHEDULE ON THIS SHEET. � DENOTES SHEAR WALL - SEE SCHEDULE ON SHEET S601. ROOF FRAMING PLAN 1/8" = 1'-0" , \ , � �� LO P M E/yT �v„ 4�� i� G iit,li:� ;' pa ivarr �� Parittie��,E�� i � �� 0 � z City c�f Carr��el �, l��diana .I' Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) gy: � � � � � Structural Engins2r: �' �°� ZaP � KEY PLAN BLDG D SCALE:NTS �� 1 CE Sobtions, Inc. I �� 11-126 IO Shookoae Drive C�mva. ]n�a46032 317-818-19L ;. � 's''� �. , ' : : ; �` ,' i :; ,` .. PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmsl, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) � � �--+ � � Vo �� ._ ._ U� —m � � � c� U Project: � � Q � � W C� Q � Q C� c� z � � � � Q z �- � , � w U � Q � • �' • � � � ._ a� � � c� oC � � � 0 � � •• N C'� O � d- z a� � � c� U COPYRIGHT & OW NERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT CF SERVICES AfvD'�S -HE SOLE PROPERTV OF THE ARCHIrECT AN� PEDCOR DES�,GS� GROUP. LLC ALL INFORMATIONCONTAiNED HEHE��ti IS CONFIDEf�-��AL '�-S SUBMISSIOfv AND DISTRIBUT:ON TO OTHER PARTiES �5 NOT -O BE CCNSTRUE� AS PUBLICATiON �h DERCGAT�.OM1 OF CCMMC��; LAVJ COPVRIGHi.�.NTELLECTUALPROPFR?�R'.GH�S OR CTHER RESERVEDRIGHTS. ALL INFORMP.'ONCON AINE�HERE�'� CONSTITUrES THE CR��.GI"JAL AND UNPUBL'�SHFD WCRK CF'HE ARCHITEGT. JAMES R. STUTZ'�M!�. A'vD PFDC7R DES'.G^J GRCUP LL!' VC PART CR VJFIOLE CF rH15 DES G�'�.'HESE DRAbVINGS. CR -HE RESUL?ING BUILDING OR BUILDIVGS. OR PORTIONS OF THE FESULTING BUiLDING CR BUILDIfJGS P,MV BE DUPL'�.CA`ED. CCF��ED. E%HIBITED. PHC�TCGRAPHED. PUBLISHED. NqDIF'�ED OR C'HEf7'JJ.SE D�STRIBUTED INAN� WAV W�THOU` THE SPECIFICAVD PRICF W RiTTEN CONSE�iT OF -HE ARCH'�TEC-. JAMES R. 5'�U?Z'J✓+fv A'vD PEDCOR DESiGN GROUP. LLC. ��J COPVR'�.GFfi 2013.;AMES R. STUTZMAN. AIA_ Cdrmel. IN�iana Set Issue Date Sheet Issue Date Drawn By Checked By Last Revision Date: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 (� Project Number: NASH BUILDING Sheet Title: ROOF FRAMING PLAN Sheet Number: HEET OF GLAZING, SEE ARCH. 24" � 24�� #4 DWL AT 18" O.0 CONC. SLAB, SEE PLAN T/SLAB ELEV. SEE PLAN �_ co Z J a w w � T/FTG. ELEV. � SEE PLAN V W � M c�n = U � WALL SECTION SCALE: 3/4" = 1'-0" . � SEE NOTE 1 � � � � � (6) #3 � #3 TIES AT 18" O.C. � (2) 4" LONG STUDS AT 18" O.C. � 2" � CLR � COLUMN FTG., SEE PLAN I AND SCHEDULE ii n ii n � � COLUMN WRAP DETAIL SCALE: 1/2" =1'-0" � � 1 1 � �:� � �� . EXT. SLAB SEE SITE PLANS -CMU, SEE PLAN GROUT SOLID #5 DW�S. —AT 24" O.C. WALL FTG., SEE PLAN AND SCHED. FOR SIZE AND REINF. REQ'D. COLUMN, SEE PLAN T/CONCRETE _ +? CONCRETE WRAP NOTES: 1. FOR W10 COLUMNS, PROVIDE 18" DIA. CONCRETE WRAPS. T/FTG EL. SEE PLAN SEE ARCH'L. � 8" CMU WALL �#3 AT 10" O.C. \ 3 - #8 EACH FACE, HOOK ENDS � � ELEV. +0'-0„ r D � � o . 5'-0" DOWELS, � 2" CLR. g . v MATCH VERT'LS. � TYP. � SIZE AND SPACING ,,. . e . r 0 - p D. O Q. . . .4 , D � STAIR � D� A � ' #4 AT 12" O.C. HORZ. E.F. #3 AT 10" O.C. � � o #6 AT 12" O.C. I.F. 1'-0" D 1'-3" VERT'L. �''. D D • .' a • . 2" CLR. TYP. A #5 AT 12" O.C. ° D ' VERT'L. O.F. SECTION �6 SCALE: 3/4" = 1'-0" SEE 16/S602 FOR REST OF NOTES 2 - #4 CONT. #4 AT 12" O.C. DOWELS 3 - #6 TOP CONTINUOUS OVER MIDDLE SUPPORT. HOOK ENDS 3 - #6 BOTT. CONTINUOUS OVER MIDDLE SUPPORT. EXTEND 2'-0" BEYOND OPENING CONT. C12x20.7 W/ Y2 DIA. STUDS AT 24" O.C. AT DOOR HEAD AND JAMBS SECTION SCALE: 3/4" = 1'-0" �.C. ELEV. +0�_�� JING HEIGHT 7fJlll V V.V. SEE PLAN 1" - VERIFY W/ ARCH. ; WALL, SEE PLAN ' 2�-8�� WALL, SEE PLAN [ CENTERLINE OF COLUMN � CENTERLINE OF FOOTING � / \ f SEAL TOOLED JOINT (SEE NOTE 2); {UNO ON PLAN) � -- � -- �JOINT TO BE TOOLED WHERE FLOOR WALL BEYOND, SEE PLAN � CONTRACTOR � IS NOT COVERED, FINISH SQUARE 24„ � FLOOR SLAB � OPTION FOR RESILIENT TILE COVER � � 24" � _ � ISOLATION JOINT - "B" (SIM) ' � #4 x 4'-0" LG. DWLS. AT 18" O.C., � BUILDING COLUMN (TYPE MAY ' 1l2" PREFORMED JOINT � w STAGGERED FROM FROM SIDEWALK DWLS. � f ; SEE PLAN AND/OR SLAB SCHEDULE � VARY) SEE PLAN AND SCHEDULE � MATERIAL PERIMETER COLUMN ' •. ; a ♦_ y � • , . . ., a '- . a' � #4 x 4'-0" LG. DWLS. AT 18" O.C., 24" 24" � FOR S.O.G. THICKNESS, REINF., � �— i AND DESIGN MIX REQTS COLUMN BLOCKOUT ' #4 (DOOR WIDTH - 6') CENTERED � ��F SEE COLUMN ISOLATION "B" FLOOR SLAB SECONDARY POUR t ? SHOWN FOR ILLUSTRATION ONLY). JOINT DETAIL ` T/SLAB � coNC. s�aB, sEE P�aN � CORNER COLUMN .� � I II—I II-1I1=111=1I1=1II—I RIGID INSULATION, i , �. <., .. .., ; � �—� � �—� � �—� ��—� ��—� � �—��- SEE ARCH. DWGS. � � � ISOLATION JOINT ; rx�,�x �' � � FLOOR JOINTS, • � ? � `-VAPOR RETARDER W T/SLAB ELEV. i � I � � �°°� . � .a-�. 9'. � o SEE PLAN SEE PLAN FIN. FLR. EL. ? � ' ( ) � V x �� ic x. 1c xa x. x° SEE PLAN � ISOLATION JOINT - ' � 4" MIN. CLEAN, FREE-DRAIN WG a.,� . ; jL �'� �. TIFTG ; GRANULAR MATERIAL PER � < < a _ J1 z � N =a RING REPORT I II T/PIER � GEOTECHNICAL ENGINEE � T/FTG. EL. � 1/2" PREFORMED - � g � � :�:� :-�:�:`� :��'�:':: . �� ° . . Q � � � SEE PLAN JOINT MATERIAL � - � � � �� . � ° COMPACTED SUBGRADE = a . . � a II . . .a . 'Q` ` � ' .. . . f •' . �• .. a a. � :.," ..' d `. a' I I � IJ °' .'. a' a ° ; �� 6" t a' a. � �1/�" PREFORMED ` _ - GROUT SOLID w _ . . . a a . a. i.�, a . � d' . �I la a .. . ' ' � B FLR JOINT . .: . .. i _ ' , � �_. . < . � a , ° °; JOINT MATERIAL � f � a .. : . . � � a' � . p ' �� • _ � � . . ' = i �. �. .'da9. . a �.• ' . • �' t . �. .' d' a'• ° ..7a.� ! e . . a d . - f �' � � ° . �� ` � Q� FOOTING -�ATTACH TO SLAB $ NOTES: _ � ; . .. . ., a a . ; _ �a _ J T/FTG. ELEV. ; a � — — — — � � FLOOR SLAB ��B��" � � , i — ; 1. INSTALL PNA DIAMOND DOWEL PLATES PER MANUFACTURER S RECOMENDATIONS. #4 DWLS. ° '. V SEE PLAN ; ? � NOTES: , o � EXCAVATE BELOW ANCHOR , � W w i � BOLT GROUP AS REQ'D TO � 1. WF COLUMN SHOWN FOR ILLUSTRATION ONLY, � ' AT 12" O.C. p � ° u..� D m w 3 � ; 2. PRIOR TO SEALING JOINT, PREPARE JOINT PER SEALANT MANUFACTURER'S ° � U i U PROVIDE 3" MIN. COVER AT END i TUBES, PIPES AND OTHER STEEL SHAPES MAY BE ; { � : � RECOMMENDATIONS. g � � _ SEE FOUNDATION SCHEDULE FOR � .Q �Q, r'; USED PER PLAN REQUIREMENTS. � ° g i `'� FOOTING SIZES AND REINF REQTS. OF ANCHOR BOLT DETAILS FOR ; "%'�j�'O�. �' JO NT 2• SEE SLAB-ON-GRADE DETAILS AND PLANS FOR : TOP REINF. MAY NOT BE REQUIRED. REQ'D EMBEDMENT LENGTHS f C y�, � 3. CONSTRUCTION JOINTS SHALL ONLY OCCUR LOCATIONS INDICATED. ; CONSTRUCTION AND CONTRACTION JOINTS. � WALL FTG., SEE PLAN AND SCHED. FOR 4 � ��iS'J 3. NOMINAL DIMENSIONS ARE INDICATED FOR � 4. APPLY LIQUID BOND BREAKER TO FULL DEPTH OF JOINT. SIZE AND REINF. REQ'D. f � BLOCKOUTS. UNO ON PLAN, CONTRACTOR SHALL � �CONSTRUCTION JOINT W/ PNA DIAMOND DOWEL PLATES AT 18" O.C. �-CONCRETE SLAB, SEE PLAN T/S LAB : o ' � SEE PLAN C ° .. WALL SECTION SCALE: 3/4" = 1'-0" 2" x 2" x Ya" PLATE WASHER, TYP. COLUMN, SEE PLAN AND SCHED. BASE PLATE, SEE PLAN AND SCHED. HSS COLUMN, SEE PLAN AND SCHED. BASE PLATE, SEE PLAN AND SCHED. 2" x 2" x Ya" PLATE WASHER, TYP. HSS COLUMN, SEE PLAN AND SCHED. BASE PLATE, SEE PLAN AND SCHED. WF COLUMNS r3.�r�.� —a a — w Y4" V HSS COLUMNS � EQ. EQ. 1%" TYP. YP 3/4" DIA. A325 BOLTS TO BEAM BELOW HSS COLUMNS BASE PLATE DETAILS SCALE: 1" = 1'-0" INTERIOR COLUMN ADJUST BLOCKOUT DIMENSIONS TO ACCOMODATE ; � COLUMN BASE PLATES AND GROUTING PROCEDURES. � TYPICAL SLAB-ON-GROUND TYPICAL INTERIOR FOOTING �9� ; COLUMN ISOLATION JOINTS �� ; CONSTRUCTION JOINT �� SCALE: 3/4" = 1'-0" �a ma FOUNDATION WALL, a � � SEE PLAN a w Z � � a � � a 'a � Q 2'-0" MIN. 2'-0" MIN. �U Q 8 Z w �Q � � < a — — — — — — — — — � — — — — — — — — — d 4 < . a_ . MIN. EXTRA STRONG PIPE < a , Qa _4 a .: : PIPE THROUGH FOUNDATION WALL FOUNDATION WALL, SEE PLAN ��_n�� nnini �a Qa �z w� �O �Q 2'-0" MIN. �U Q z� C � �� `-MIN. EXTRA STRONG PIPE PIPE UNDER FOOTING PIPE REINFORCING SCALE: 1/2" = 1'-0" 8" MASONRY UNIT, SEE PLAN VERT. MAS. REINF., SEE PLAN AND SCHED. MAS. DWLS., MATCH VERT. REINF. IN SIZE AND SPACING. DRILL AND EPDXY INTO THE CONCRETE FND. WALL USING THE HILTI HY-150 MAX ADHESIVE SYSTEM {5 5/" EMBED., STND. LAP). Y2' EXPANSION JOINT MATERIAL - CONC. SLAB, SEE PLAN ,�. T/SLAB ELEV >\/\G\�pj�E \� :r � � Q . � : � � SEE PLAN /�\j��\j/�%i�%/�\\/\��` � ;�� Z GROUT ALL 8" CMU g CELLS SOLID a BELOW GRADE W � � T/SLAB ELEV. #5 DWLS. � " U SEE PLAN 0 n bo � AT 24" O.C. W w 9" po . �. n p. D W= �U - c� � g 0 WALL FTG., SEE PLAN AND SCHED. FOR SIZE AND REINF. REQ'D. WALL SECTION SCALE: 1/2" = 1'-0" — —�PROPOSED GRADE 1 1'-0" FOOTING 2 COMPACTED FILL REFERENCE SECTION BOTT. FTG. EL. 02200 OF THE SPECS — — —1 ///ij�////////�/j j/ — — — /.� //�j/��/� //i� � %�j�i/��//�i/// // ' . � /EXCAVATION LIMRS � � ' . EXCAVATION LIMIT, 2 li . IFBACKFILLED � yi ; yii� : EXCAVATION LIMIT, G�// / WITH CONCRETE i � / SEE NOTE 1 .ii�� %�i�i�ii��ii�iii�ii��. SEE NOTE 1 ii�ii �ii iii iii�iii� ii�i / / / / SUITABLE BEARING MATERIAL NOTES: 1. HIGH GROUND WATER TABLE MAY EXIST AT THIS SITE, DEWATER EXCAVATION AS REQUIRED. 2. PLACE AND COMPACT FILL PER GEOTECHNICAL EINGEERING REPORT FOUNDATION UNDERCUTTING DETAIL SCALE�1/2" = 1'-0" (3) - #3 l COLUMN FTG., SEE AND SCH SEE PEDESTAL SCHEDULE PEDESTAL DETAIL SCALE: 1/2" = 1'-0" T/PEDESTAL SEE PLAN _E PEDESTAL SCHEDULE )R REINFORCING REQ'TS. T/FTG EL. SEE PLAN ANCHOR BOLT SCHEDULE DIAMETER (D) EMBEDMENT E EMBEDMENT E C� {) () 1/2" 8,. 22,, a� T/ CONC. 5/8" $„ ZZ„ Q 3/4" 10" 22" N W v 7/8" 12" 22" � � 1 " 14" 24" 1 1/8" 16" 26" 1/4" x 3"x3" WASHER 1 1/4" 18" 2g�� W/ DBL STD NUT 1 3/4" 26" 36" ASTM A36 STEEL 2�� 28„ 38„ 3000 PSI CONC NOTES: 1. DIAMETER OF BOLT PER COLUMN SCHEDULE. 2. DEVELOPES FULL TENSILE CAPACITY OF SINGLE BOLT. 3. SEE COLUMN SCHEDULE FOR ADD'L ANCHOR BOLT INFORMATION BASE PLATE, SEE SCHEDULE COLUMN, SEE DBL NUTS AND WASHERS, PLAN AND SCHED. SEE ANCHOR BOLT TYPES TOP OF PIER OR FOOTING POURABLE GROUT 1 t 6" PROJECTION TYP., POUR GROUT UP _ � CONTRACTOR & STEEL ON BASE PLATE �� F� Z FABRICATOR TO VERIFY -� = REQ'D PROJECTION TO ACCOMODATE BASE PLATES LEVELING NUTS EMBED.LENGTH,SEE 1/4" x 3" x 3" WASHER SCHED., NOTE EMBED. W/ DBL STD NUTS LENGTH IN PIER IS LONGER TYPICAL GROUTING AND ANCHOR ROD REQUIREMENTS �� SCALE: 1" = 1'-0" SCALE: 1/2" = 1'-0" ��ELOF?ME�yT ��,�• �1 ('t,i,lic % i'ra:=ate � ��`l! �L�" ('artt�es4f�ip � � � v � z City of Cartnel Indi�r�a Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: �� \� 1 U I I t 1 I I I I t 1 I I I I/!! i �j \`0��pN Y' SA1'%°'% ;�� 6�sTfR�.o F�y�; '*t'� N0. �,�= ; AitPE19500147 f� � � �°�' STATE OF 3�4'\ '� 'n�` �ND i AMP \� �� /�''��ii,�`s�ONAI F��`°\� firqtt! �!�� ' 7o'�7dt3 By: C.__.] � � .-._. ; nmim�li�lll�111� - 3 *}�8' WIDE JOINT FOR ULTRA EARLY p � 1 ENTRY SAWN CONTRACTION JOINTS � (SOFF-CUT JOINT SYSTEM OR KEY PLAN � APPROVED EQUIVALENT) BLDG D � scn�E: Nrs � � 3/16" - 1/4" CE Solutions, Inc. �� SAW CUT JOINT, « �� FILL WITH SEALANT CONCRETE SLAB, SEE PLAN � � aJ a 10 Shoeio�a Dnva � � W C��el, I�a 46032 � � 317-81&1912 � . : T/SLAB ' ° ` � a ° SEE PLAN »-�� . . d �♦ a � . . .. ,... � _ ... . e � � 4 � � . a.. ' 3 { ti y7 7 hr'• t � ��... i— — — — — — — — — — — � ` � ... � , ��,�� , ,�� VAPOR RETARDER 6" (MIN.) CLEAN, FREE-DRAINING GRANULAR MATERIAL PER �E � ; ❑R �� SI�'� ��J!� E GEOTECHNICAL ENGINEERING REPORT Architecture / Project Management: � COMPACTED SUBGRADE 355 City Center Drive Carmel, Indiana 46032 � 317.705.7979 (phone) ; NOTES: 317.705.7980 (fax) � ' 1. SAWCUT JOINT AS SOON AS POSSIBLE WITHOUT RAVELWG THE EDGE OF CONCI�ETE. Project: � . . � ; 2. PRIOR TO SEALING JOINT, PREPARE JOINT PER SEALANT MANUFACTURER. a ! G ' TYPICAL SLAB-ON-GROUND � , ; ; CONTRACTION JOINT 2 � � � w � � SCALE: 1/2" = 1'-0" S301 � O � j.__.___.__.�._._._ __._..__,...w..m._„_. �._._______.__.___.__.__�._..�.__. �_.�...,......___.._._�_._..____...a.w._._�.,.__..._.___--------- �� Q n/ �..� N � � Q � � � O � C„� � • Cfl � � Z � � ' �' a' � Z }+ � Y BARS TO BE SAME � � � � � SIZE AND SPACING � ,� Q {� ^ AS FTG. BARS � � � � ..�„ � m T/FTG. EL. � _ � 6„ <. - : < . � � L � .. a � °: SEE PLAN � Q � ,, a •. �. � T/FTG. EL. -�` . , �'— � , a �r • � : , . . "`_'°' Z � SEE PLAN ° � L O � � �+ � �//�J � •.a� � �' . . � ` � �// : - a, v � ; .,: � . • 2'-6„ ? ` +" 4_ . . � ° . � �,P J O � --: .. - � i . a 2 � � NOTE: � � 1. MAINTAIN 2 TO 1 RATIO Q �� 2. D= 1'-0" MIN a � � 3. L = 2D 2'-6" LAP COPYRIGHT 8 OWNERSHIP OF DOCUMEN?S � THIS DOCUMENT IS AN INSTRUMENT OF SEfNICESPfD ISTH= SOLE PROPERTY OF THE ARCHRECT AND PEDCOR DESIGN (i20UP. LLC. PI.L INFORMATION CONTAINED HERE�N IS CON�DBfTl4L. RS SUBMSSION AND D�STRIBUTION TO OTHER PMTIES IS NOT TO BE CONSTRU� AS PUBLICATION IN DEROGATION OF COMMON U1W COPYRIGH7, INTELLECTl1AL PROPERTY RIGHTS OR OTHER RFSHtVEO RIGHTS. ALL { INFORMATION CONTAMED HEREM CONSTfNTESTHE ORIGNF�LMD UNPUBLISHED WORK OF TNE ARCHITECT, .WMES R. S7lfTOdM�, MD PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF 7�.IIS DESIC3J, THESE DRAWINGS, OR THE RESULTING BUILDNGORBULDINGS, OR PORTIONS OF 7HE RESULTING BUILDING OR BULDNGS MAY BE DUPL�CATED, COPIED, EXNIBRED, PHO70C�iAPIi�, PIgLSHED, MODIFIED OR O7HERWISE DISTRIBUTED INPNV WAV Wfi}{p�lTTHE SPECIFIC AND PRIOR WRITTEN CONSENT OFTHEPRCHRECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROl1P, LLC. 9 COPVRIGHT 2D13 . JAMES R. STUTZMAN, AIA, Camal, Ydia+a. TYPICAL STEPPED FOOTING SCALE: 1/2" = 1'-0" MAS. DWL. MATCH MAS. REINF. IN SIZE & SPACING #4 DOWELS AT 12" O.C. � 0 � 2'-0" N o � N � _ � C�Y o�� WATER BAR MAS. REINF. SEE WALL SCHED. �-CMU, SEE ARCH'L 1 - #4 CONT. ao 2", CLR #5 AT 12" O.C. HORIZ'L. #5 AT 12" O.C. VERT'L. �#5 DWLS. @ 12" O.C. W/ STD. HOOK � J SLOPE TO DRAIIV U CV � U _ � #5 AT 8" O. C. EA. 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JOIST BRG. EL. 3EE PLAN (2) 2x6 PLATE (2) 16d TOENAILS, EA. SIDE, EA. END 2x6 STUDS AT 16" O.C. 16d NAILS AT 12" O.C., STAGGERED - BOTH SIDES WOOD HEADER, SEE PLAN AND SCHED. 2x6 TRIMMER STUD, SEE PLAN AND SCHEDULE. RUN STUD PAST HEADER AS SHOWN i3) 2x6 JACK STUD, SEE PLAN qND SCHEDULE HEADER DETAIL SCALE: N.T.S. oi v�ninnn \ � PLYWOOD SHEATHING SPAN PLYWOOD SPAN # OF RATING THICKNESS (�N) PSC 24/0 3/8", 7/16" UP TO 24 1 32/16 15/32" � UP TO 32 1 1/2 5/8 40/20 19/32" U P TO 40 1 5/8' 3/4" 48/24 3/4�� UP TO 48 2 RQOF SHEATHING DETAIL SCALE: 1/2" = 1'-0" ' N I I N I I � � I � � � I I t-� � � � � �-� � � � � � � fV -BUILT-UP � � � BUILT-UP � i STUD PACK, N I STUD I SEE PLAN PACK, SEE I I PLAN �� I I ci�Z � I v�z tT p WV� � � p�Va � � ��a I I ao>�� _ �n 1t. � _ �n I I � � � � -(2) ROWS OF I I (2) ROWS OF � T 10d NAILS, �� 16d NAILS, � � STAGGERED. i i STAGGERED, � � TYPICAL EACH I I SIDE OF I I 1 1/2" 1 1/2" � ��2�� I 1 1/2" BUILT-UP 1 1/2" I 1 1/2" COLUMN i 2 1/2" i i i i2 1/2" 2 1/2" 2-PLY CONDITION 3-PLY CONDITION 4/5-PLY CONDITION PLYV' NAILI " BOLTS SHOWN IN 4& 5 PLY CONDITION MAY BE CARRIAGE BOLTS . NAILING REQTS. FOR BUILT-UP COLUMNS SCALE: 1" = 1'-0" ATTACH WOOD NAILER TO STEEL BEAM WITH Yz" DIA. A307 THRU BOLTS AT 24" O.C.,STAGGERED AT o�nu �� wwir+� �w�r att ru�N TYPICAL WOOD NAILER ATTACHMENT SCALE: 3/4" = 1'-0" 2'-0" � 4 STUDS MIN. 0 � 0 :- PLYWOOD SHEATHING INTER�SIATE � BUILT-UP STUD PACK, SEE PLAN U F- Z a O WU} `° > a �' � (2) ROWS OF }�2' DIA. A306 THRU BOLTS, STAGGERED 0 N 0 N SHEARWALLS, SEE PLAN SIMPSON HD5 OR HD9 OR (3) - 1" DIA. BOLTS AT STUDS 'ROVED EQUAL, SEE PLAN 2 1/2" INSULATION, SEE ARCH'L 1" DIA. ANCHOR BOLTS. 3 1/2" TOPPING � � INSTALL SLEEVE THROUGH 10" PRECAST � SLAB BEFORE GROUTING, 0 o SEE EMBED PLAN 1ST FLOOR �I _� ELEV.= 0'-0" � : . a • : .: 4. ,. d . , . � � -- ----------= a � ------------- - - _ ___- ... . ------------- __________ ' •.. ______::::___ SOLID GROUTED CORES }�2x4x4 F� HOLDOWN DETAIL SCALE: 3/4" = 1'-0" EDGE CLIPS ►'WO EDGE/BOUNDARY ILING % NAILING PATTERNS NAIL EDGES INTERMEDIATE \ $d 6" O.C. 6" O.0 �- PREFAB WOOD TRUSSES 2x BLOCKING AT BLOCKED DIAPHRAGM WHERE INDICATED ON PLANS WOOD ROOF TRUSS WOOD OR STEEL TRACK TOP PLATE (SEE ARCH. DWGS) SIMPSON STRONG-TIE J 'L DRYWALL STOP AT 16" O.C. SIMPSON "STC" OR EQUAL STRONG-TIE "DS" OR AN APPROVED EQUAL. {2 PER TRUSS, EACH FACE) NOTE: USE 8d x 1 1/2" GALV. NAILS TO ATTACH TIES AND STOPS TO WOOD MEMBERS. INTERIOR WALL SUPPORT AT TRUSS SCALE: 3/4" =1'-0" TOP PLATE SPLICE AT STUD 2-ROWS OF 10d NAILS, STAGGERED. (8) NAILS MINIMUM. (TYP.) 4'-0" MIN. LAP APPLY GLUE THIS SURFACE (LAP AREA ONLY) DOUBLE TOP PLATE (2) 16d NAILS PER STUD WOOD STUDS, SEE PLAN TYPICAL DOUBLE TOP PLATE SPLICE SCALE: 3/4" = 1'-0" BOTT. PLATE SPLICE AT STUD (2) 2x TOP PLATES � TRUSS BRG. EL. SEE PLAN 2x PLATE WALL STUDS, SEE PLAN TYPICAL HEADER LAYOUT SCALE: 3/8" = 1'-0" 16d NAILS AT 12" O.C., STAGGERED - BOTH SIDES WOOD HEADER, SEE PLAN AND SCHED. COLUMN, SEE PLAN AND SCHED. SIMPSON CS18 STRAP WITH 9" END LENGTH AND (16) 10d NAILS, OR APPROVED EQUAL. ATTACH TO WALL STUDS BELOW. {WHEN JACK STUDS ARE USED, STRAP SHALL ATTACH TO JACK STUDS.) DIAPHRAGM AND SHEARWALL SCHEDULE BLK'G SPA. IN INCHES MARK LEVEL MATERIAL SIDES REQ'D NAILS B E F SILL BOLTS/NAILS TIE DOWNS EACH END ROOF ROOF 5/8" PLYWOOD - NO 10d 6 6 12 - FLOORS 2nd & 3rd 3/4" PLYWOOD - NO 10d 6 6 12 - SW1 1st TO 2nd 5/8" PLYWOOD 1 YES 8d 6 6 12 3/4" DIA. AT 48" O.C. 2nd TO 3rd 5/8" PLYWOOD 1 YES 8d 6 6 12 16d AT 12" O.C. 3rd TO ROOF 5/8" PLYWOOD 1 YES 8d 6 fi 12 1 fid AT 12" O.C. SW2 1st TO 2nd 5/8" PLYWOOD 1 YES 10d 4 4 12 3/4" DIA. AT 24" O.C. TIE TO PERPENDICULAR WALLS AT ENDS WITH 16d AT 12" O.C. 2nd TO 3rd 5/8" PLYWOOD 1 YES 10d 6 6 12 16d AT 8" O.C. TIE TO PERPENDICULAR WALLS AT ENDS WITH 16d AT 12" O.C. 3rd TO ROOF 5/8" PLYWOOD 1 YES 8d 6 6 12 16d AT 10" O.C. SW3 2nd TO 3rd 1/2" PLYWOOD 1 YES Sd 6 6 12 16d AT 12" O.C. 3rd TO ROOF 1/2" PLYWOOD 1 YES 8d 6 6 12 16d AT 12" O.C. SW4 1st T02nd 1/2" PLYWOOD 1 YES 10d 4 4 12 3/4" DIA. AT 24" O.C. SIMPSON "HD9" AT 1ST FLOOR, SEE 4/5501, 5/S501 & 12/S601 2nd TO 3rd 1/2" PLYWOOD 1 YES 8d 6 6 12 16d AT 12" O.C. 3rd TO ROOF 1/2" PLYWOOD 1 YES 8d 6 6 12 16d AT 12" O.C. SW5 2nd TO 3rd 1/2" PLYWOOD 1 YES 8d 6 6 12 16d AT 10" O.C. 3rd TO ROOF 1/2" PLYWOOD 1 YES 8d 6 6 12 16d AT 12" O.C. SW6 1st T02nd 1/2" PLYWOOD 1 YES 10d 4 4 12 3/4" DIA. AT 24" O.C. SIMPSON "HD5" AT 1ST FLOOR, SEE 4/S501, 5/S501 & 12/S601 SW7 1st TO 2nd 5/8" GYP. BD. 2 NO 6d COOLER 7 7 7 3/4" DIA. AT 48" O.C. 2nd TO 3rd 5/8" GYP. BD. 2 NO 6d COOLER 7 7 7 16d AT 12" O.C. 3rd TO ROOF 5/8" GYP. BD. 2 NO 6d COOLER 7 7 7 16d AT 12" O.C. NOTES: 1. B= BOUNDARY, E= EDGE, F= FIELD 2. PLYWOOD SHALL BE APA 32/16 SPAN RATED SHEATHING, EXPOSURE 1. SEE SCHEDULE FOR THICKNESS. 3. SEE SHEET S205 FOR ROOF FRAMING PLAN. DIAPHRAGM AND SHEARWALL SCHEDULE SCALE: 3/4" =1'-0" ROOF TRUSSES @ 24" O.C. DOUBLE T4P PLATE VIPSON H5 TIE-DOWN. WITHIN )F END OF BUILDING USE (2) H5 30N TIE-DOWNS AN APPROVED EQUAL; 2X STUD, SEE PLAN EXTERIOR PLYWOOD SHEATHING NOT SHOWN FOR CLARITY. SHEATHING SHALL BE FASTENED TO THE TOP AND B�TTOM PLATES OF WALLS TO CREATE A CONTINUOUS LOAD PATH BETWEEN FLOORS. ROOF TRUSS END CONDITION (TYP.) � SCALE: N.T.S. �....� T�, ...,.�,. _. .,4" O.C. ROOF TRUSS AT INTERIOR BEARING WALLS SCALE: N.T.S. �UBLE TOP PLATE �2.5 TIE-DOWN �ROVED EQUAL. ES WITH ONLY ONE BEARING POINT, USE )N H2.5 TIE-DOWNS STUD, SEE PLAN � INTERMEDIATE/FIELD —� NAILING, SEE PLAN AND SCHEDULE 2x INTERMEDIATE BLOCKWG EDGE/BOUNDARY NAILING, SEE PLAN AND SCEDULE APA RATED SHEATHING 16" O.C. STUD WALL - PROVIDE DOUBLE STUDS AT ENDS OF ALL SHEARWALLS. TYP. SHEAR WALL NAILING PATTERN SCALE: 1" = 1'-0" DOUBLE TOP PLATES —� GYPSUM WALL BOARD —� INTERMEDIATE /FIELD NAILING, SEE PLAN AND SCHEDULE. GYPSUM WALL BOARD —_ EDGE/BOUNDARY NAILING, SEE PLAN AND SCHEDULE. 5/8" GYPSUM WALL BOARD. SEE ARCHITECTURAL FOR SPECIFIC THICKNESS IN VARIOUS AREAS. 16" O.C. STUD WALL --�- SINGLE BOTTOM PLATE � NOTE: IF WALLBOARD IS INSTALLED LONG AXIS HORIZONTAL PROVIDE 2x4 BLOCKING AT HORIZONTAL JOINT LINE, FASTEN BOTH SHEETS TO BLOCKING WITH 4" SPACING PATTERN. NAIL TYPES SIZE TYPE DIAMETER HEAD DIAMETER 6d COOLER .092 19/64 6d WALLBOARD .092 1/4 8d COOLER .113 9/32 8d WALLBOARD .113 3/8 TYP. SINGLE GWB SHEAR WALL LAYOUT SCALE: N.T.S. �� ti�,4 P. M E1yl . �� ': 4'L�i�iic � Priie.-st4, � �� V �t(t Ilnttttr'i�tis?F}� � f t./ � ,� �it}/ G� �<�f't11E'� '+�► lndiar�� ..r' Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) Structural Engineer: \\\\\\\��\\1�I1i111I Illttl!ltl \� ��pN �. SA�y�°°'� ��ti� ��6�s r fRFe Fc� �� = * r N0, „= � �� PE 19500147� � _ %'°o �, ,�� ,`"` 1.'''!`o.�s� MA L �-��o?�\ �' �ei• aot �' By: � � � w _ KEY PLAN BLDG D SCALE: NTS ��CE 5olutions, Inc. �� lo stwehona Ddvo C�iel, In,�ma46032 ?17•81G-1912 t�-�zs , � - _ ?ED�CR DES?�f� G�O::° Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Project: � G Q � � � � � v � o � Q � N � Q � M � � � O � ' � � Z � � -�� z '� � � — �� Q � � — ao � � � � � � � � � � Z � � CC� � � U U �' � i � J O W � U � � Q � COPYRIGH? & GWNERSHIP OF �OCUMEN?S 7HIS DOCUMEM IS AN INSTRUMEM OF SERVICESMD 5T-IE SOLE PROPERTY OF THE ARCHRECT AND PEDCIXt DESIC�J Gi2WP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFDBdTt4L. RS SUBMSSION AND DISTRIBl1TION TO OTHER PARTI ES LS NOT TO BE CONSiRUFD AS PUBLICA710N IN DEROGATION OP COMMON LAW COPtRIGHT, � INTELLECTl1AL PROPERTV RIGHTS OR OTHER RESffiVED RIGHTS. ALL I INFORMATION CDNTAINED HEREIN CONSTfilfT65THEORIGNALMD . UNPUBLISHED WORK OF THE ARCHRECT, JAMESR. SiUfONW,AND �I PEDCOR DESIGN GROUP, LLC. NO PAR7 OR WFIOLE OF THIS DESIGN, � THESe DRAWINGS, OR THE RESULTING BUIIDNGCRBULDINGS, qi POR710N5 OF TH E RESULTING BUILDNG OR BULDINGS MAV BE �UPLICATFD, COPIFD, EXHIBRED. PFqTOGRPPHFD,PUBIJSHFD, MODIFIED OR OTHERWISE DISTRIBIITED INANY WAY WfTFKKJTT�IE SPECIFIC AND PRIOR WRI77EN CONSENT OfTHEARCHREC7, JAMESR. STl1T2MAN AND PEDCOR DESIGN GROUP, LLC. 6 CCPTRIGIif ?D13 JAMES R. STUTZMAN, AU� Cartrd, htliana. Set lssue Date ' Sheet Issue Date i Drawn By ! Checked By AMS AMS Last Revision Date: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: Typical Structural Details - Wood Sheet Number: 1 �HEET OF i B.N.� 5/" PLYWOOD SHEATHING � NAIL W/ 8d AT 6" O.C. N = SEE ARCH'L. FOR OVERHANG DETAIL � TRUSS BRG. EL. +34'-1" B.N. TRUSS BOTT. CHORD EXTENSION 2-#51N BOND BEAM 1'-11 1/4" SEE ARCH'L. SECTION AT ROOF SCALE: 3/4" = 1'-0" 2x6 OUTRIGGERS AT 24" O.C. DOUBLE TRUSS SEE PLAN - J � W fV w _ � %" PLYWOOD SHEATHING � NAIL W/ 8d AT 6" O.C. TRUSS BRG. EL. � +34'-1" B.N. � PLYWOOD SHEATHING � SEE PLAN AND SHEARWALL SCHEDULE SEE ARCH'L. SECTION AT ROOF SCALE: 3/4" = 1'-0" 2x6 CRIPPL � "•'^�" Zx10 JO TRUSSES AT 16" O.C. NAIL VERTICALS TOGETHER Zx6 BLOCKING PANELS BTWN. TRUSSES PLAN VI EW SCALE: 3/4" = 1'-0" %8" PLYWOOD 12 5� B.N. � 2x4 BLOCKING PANELS BTWN. TRUSSES SIMPSON "A34" OR EQUAL AT 24" O.C. SIMPSON H4 OR EQUAL AT EACH TRUSS CONT. 2x8 PLATE W/ %4' DIA. A.B.s @ 48" O.C. 8" CMU WALL, SEE PLAN �—i 5/" PLYWOOD SHEATHING NAIL W/ 8d AT 6" O.C. SEE ARCH'L FOR W OVERHANG DETAIL � _ � v � � TRUSS BRG. EL. +34'-1" I f�� B.N. TRUSS TOP & BOTT. CHORD EXTENSION PLYWOOD SHEATHING � SEE PLAN AND SHEARWALL SCHEDULE 3'-11 1/4" ' SEE ARCH'L. SECTION AT ROOF SCALE: 3/4" =1'-0" %8" PLYWOOD 12 5 �A� B.N. 2x4 BLOCKING ' PANELS BTWN. � ' 5/" PLYWOOD SHEATHING TRUSSES ? NAIL W/ 8d AT 6" O.C. � SIMPSON "A34" j � w OR EQUAL AT c:� = SEE ARCH'L. FOR 24" O.C. OVERHANG DETAIL � ' TRUSS BRG. EL. � _ +34'-1 �� SIMPSON H2.5 OR j B.N. � EQUAL AT EACH i TRUSS BOTT. TRUSS j CHORD EXTENSION 2x STUD WALL ; PLYWOOD SHEATHING SEE PLAN � SEE PLAN AND SHEARWALL SCHEDULE i j 1'-11 1 /4" ; SEE ARCH'L. i SHEARWALL, SEE PLAN 16d AT 12" O.C. 2x PLATE BOUNDARY NAILING BOUNDARY NAILING 1Yz" LT. WT. CONC. TOPPING 3RD FLOOR � OVER 3/4° TB�G PLYWOOD � EL. _+25'-1" 2x CRIPPLE WALL � BOUNDARY NAILWG TOPPER TRUSSES j AT 24" O.C. � PLYWOOD SHEATHING, i SEE SHEARWALLS SCALE: 3/4" = 1'-0" %8" PLYWOOD 12 5� B.N. � 2x4 BLOCKING PANELS BTWN. TRUSSES SIMPSON "A34" OR EQUAL AT 24" O.C. SIMPSON H2.5 OR EQUA� AT EACH TRUSS 2x STUD WALL SEE PLAN LOAD BEARING WALL, SEE PLAN 16d AT 12" O.C. 2x PLATE BOUNDARY NAILING BOUNDARY NAILING 1Yz" LT. WT. CONC. TOPPING 3RD FLOOR OVER %4' T&G PLYWOOD EL. _ +25'-1" � i � / � � X� � 2x BLOCKING \ � � � � FLAT 2x4's TOP & # PANELS BTWN. � i TRUSSES � 22" FLOOR TRUSS, BOTT. AT FIRST TWO BAYS AT 48" O C SEE PLAN -16d AT 8" O.C. {2) 2x PLATE SHEARWALL, SEE PLAN %8" PLYWOOD i � � ' WALL SECTION AT 3RD FLQOR 2x4 BLOCKING PANELS BTWN. TRUSSES SIMPSON "A34" OR EQUAL AT 24" O.C. SIMPSON H2.5 OR EQUAL AT EACH TRUSS 2x STUD WALL SEE PLAN ZX�� s AT 16" O.C. CORRIDOR JOISTS, BEAR ON 2x6 CRIPpLES IG SCALE: 3/4" =1'-0" i 22" FLOOR TRUSSES, i BOUNDARY NAILING 16d AT 12" O.C. SEE PLAN � � METAL "X" BRACING ; PLYWOOD SHEATHING, (2) 2x PLATE STRAPS AT FIRST TWO { SEE SHEARWALLS BAYS AT 48" O.C. ` LOAD BEARING WALL, SEE PLAN FACE OF STUD EQ. TO END OF FLOOR TRUSS t ; ; 14 ; WALL SECTION AT 3RD FLOOR SCALE: 3/4" = 1'-0" SHEARWALL, SEE PLAN 16d AT 8" O.C. 2x PLATE 16d AT 12" O.C. BOUNDARY NAILING BOUNDARY NAILING BOUNDARY NAILING � OVER 3/4'wT&GOPLYWOODING � END FL�OO�R 2x CRIPPLE WALL BOUNDARY NAILING PLYWOOD SHEATHING, SEE SHEARWALLS � � � � X /\ � � i � -16d AT 4" O.C. (2) 2x PLATE SHEARWALL, SEE PLAN WALL SECTION AT 2ND FLOOR LOAD BEARING WALL, SEE PLAN 2x PLATE � BOUNDARY NAILING �1Y2" LT. WT. CONC. TOPPING 2ND FLC}OR OVER %4" T&G PLYWOOD � EL. _ +14'-0" � 2x BLOCKWG \ PANELS BTWN. FLAT 2x4's TOP 8 TRUSSES \ � 22" FLOOR TRUSS, BOTT. AT FIRST TWO BAYS AT 48" O.C. SEE PLAN 22" FLOOR TRUSSES, BOUNDARY NAILING 16d AT 8" O.C. SEE PLAN METAL "X" BRACING PLYWOOD SHEATHING, (2) 2x PLATE STRAPS AT FIRST TWO ` SEE SHEARWALLS BAYS AT 48" O.C. LOAD BEARING WALL, SEE PLAN FACE OF STUD EQ. TO END OF FLOOR TRUSS 3 �5 WALL SECTION AT 2ND FL�OR Y2' PLYWOOD WITH 10d AT 6" O.C., BOUNDARY AND EDGE 16d AT 12" O.C. BOUNDARY NAILING TRUSS TO HAVE VERTICALS AT 24" O.C. FQR SHEATHING ROOF TRUSS, SEE PLAN SIMPSON A34 AT 16" O.C. OR APPROVED EQUAL � 16d AT 12" O.C. � DOUBLE TRUSSES 2x6 AT 24" O.C. AT SHEARWALLS BOUNDARY NAILING BOUNDARY NAILING GYP. BOARD, SEE ARCH'L. PLYWOOD SHEATHING SHEAR WALL, SEE SHEARWALL SEE PLAN SCHEDULE ON S601 SECTION AT ROOF SHEARWALLS 5 SCALE: 3/4" = 1'-0" PLYWOOD SHEATHING, SEE SHEARWALLS 2x PLATE 3RD FLOOR EL. _ +25'-1" 22" FLOOR TRUSS, � SEE PLAN � TRUSS- B.N. 12 ?x6 BTWN. 5 � TRUSSES � � BOUNDARY NAILING (2) - 2x's CONT. AT RIDGE TRUSS 12 B.N. —� 5 2x6 BLKG. BTWN. \ TRUSSES B.N. (2) - 10d AT %8' GYP. AT EAST WALL EACH END TRUSS VERT'L. WEB 2x6 DIAGONAL BRACING NAILED TO TRUSSES AT WEST WALL A34 SIMPSON AT 24" O.C. 2x8's AT 24" O.C. NAIL TO 2x6 BTWN. TRUSSES TRUSS EA. END W/ (2) - B N 10d NAILS SEE OPPOSITE SIDE � B•N• +34'-1" FOR NOTES CORRIDOR WALL SIMPSON H2.5 OR EQUAL CORRIDOR WALL AT EACH TRUSS %8' GYP. BOARD 5/a" GYP. BOARD 6'-10 3/8" CORRIDOR SECTION AT ROOF SCALE: 3/4" =1'-0" I 6'-10 3/8" f � � , ; � %a GYP. SHEATHING. E i PARTY WALLS, � SEE PLAN � i 16d AT 12" O.C. � g N i BOUNDARY NAILING � 3RD FLOOR 1Yz' LT. WT. TOPPING � EL. _+25'-1" OVER 3/4" T$G PLYWOOD SHEATHING 16d AT 10" O.C. � g 60 � 16d AT � 12" O.C. ' � 2x CRIPPLE WALL WITH � � BOUNDARY NAILING �Z" FLOOR � TRUSS, Yi' PLYWOOD SHEATHING. PLYWOOD SHEATHING, �SEE PLAN NAILING TO MATCH SEE SHEARWALLS SHEARWALLS BELOW i2x BLOCKING {2) 2x PLATE � PANELS ` � BTWN. PARTY WALLS, � TRUSSES SEE PLAN � B N i : SECTION AT 3RD FLOOR SHEARWALLS �6� � CORRIDOR SECTION AT 3RD FLOOR � SCALE: 3/4" = 1'-0" PLYWOOD SHEATHING, SEE SHEARWALLS 2x PLATE 2ND FLOOR EL. _ +14'-0" 22" FLOOR TRUSS, SEE PLAN 4x8 CONT. � SCALE�3/4" = 1'-0" i 6'-6 3/8" ; � /-' %a GYP. SHEATHING, i PARTY WALLS, SEE PLAN 16d AT 12" O.C. ' g N BOUNDARY NAILING 2ND FLOOR 1Yz" LT. WT. TOPPING EL. _+14'-0" OVER %4" T&G PLYWOOD SHEATHING 16dAT4"O.C. 19 60 � __ 16d AT � 12" O.C. ' . 2x CRIPPLE WALL WITH � � BOUNDARY NAILING 22" FLOOR TRUSS, Y2' PLYWOOD SHEATHING. PLYWOOD SHEATHING, ? SEE PLAN NAILING TO MATCH SEE SHEARWALLS SHEARWALLS BELOW �2x BLOCKING (2) 2x PLATE PANELS � BTWN. PARTY WALLS, TRUSSES SEE PLAN B N t SECTIQN AT 2ND FLQOR SHEARWALLS � ; CORRIDOR SECTION AT 2ND FLQQR 3 SCALE: 3/4" = 1'-0" S602 � SCALE: 3/4" = 1'-0" S602 # SCALE: 3/4" = 1'-0" S6f � ____..._._�__.._ ._._..._ .._---___._----------__�._..____.._..._._� .._.—.._ _.____.___ _.__�------- --- --- ° � _�____M........---------_....�..---_----.________----_.___._____._..__ ....�_..____..�....___..�_ .. ___�-----------._.�.__�_�_.._.._._,_...____...�..___.____.____...�.....__....._,_�...�...._.___._.�--_----------------�_.___�_.____._.��_._.___._. _.�---�_�__..___�__ PLYWOOD SHEATHING, LOAD BEARING � PLYWOOD SHEATHING, LOAD BEARING � SEE SHEARWALLS WALL, SEE PLAN SEE SHEARWALLS WALL, SEE PLAN = 2x PLATE 2x PLATE ' HILTI KB3 EXPANSION HILTI KB3 EXPANSION 2�-p�� BOUNDARY NAILING ANCHOR WITH 4" EMBED. BOUNDARY NAILING ANCHOR WITH 4" EMBED. SEE SHEARWALL SCHED. � SEE SHEARWALL SCHED. FOR SPACING 1 FOR SPACING HILTI KB3 SHEARWALLS, SEE PLAN a �3/4" HILTI KB3 EXPANSION ANCHORS f a ----3/4" HILTI KB3 EXPANSION ANCHORS t EXPANSION ANCHOR BB WITH 2�#5 CONT. '' WITH 4" EMBED TOP & BOTT. BB WITH 2-#5 CONT. :° �.° WITH 4" EMBED TOP & BOTT. € �N�TH 4" EMBED. SEE � � .. ; SHEARWALL SCHEDULE �CMU WALL W/ #5 @ 32" .• 2X6 FLAT @ 16" O.C. UNDER EACH STUD °�° CMU WALL W/ #5 @ 32" � 2X6 FLAT @ 16" O.C. UNDER EACH STUD � FOR SPACING �� O.C. DOWELS �� : � O.C. DOWELS �� .< ! 2 1/2 INSULATION, SEE ARCH L �� 3Yz' TOPPING � � SOLID GROUTED MAS. �� 3yz' TOPPING � SOLID GROUTED MAS. L R � �� 1ST FLOOR � 3 1/2" TOPPING 2x PLATE ' a 2 " 2}�2" INSULATION, EL. = 0'-0" 2-#4 CONT. �° 2 � 2Yz INSULATION, EL. = 0-0 2-#4 CONT. SEE ARCH'L. SEE ARCH'L. , , ; 10" PRECAST BOUNDARY NAILING #5 AT 12" O.C. • , : . � . . . � . � ; #5 AT 12" O.C. ' a. � �: � ; � � , .y �. � . . � - DOWELS ° � � DOWELS � . ...a . . . .. , . . . . --- --------------- t N ---= =- - - ' a , — ---_----"�'"':�' 3 1ST FLOOR � � � . _ _ ---------- t '_ j . , . � e C`'� CV � . . � . � .._`':.:�.:. . � . � 'd' .,•',...°�, ' . . _ � n ' ' � .: q ' � d d . I, ELEV.— �-0 � " � e. 8. � � : . `�. - ; ._ d , � ' :'' : .., s • . N � .il "> f ---- --- ---- - ------------ . . .. e ' •_ ' '. � . ; . .• � ° . _"_"==="vc d I . °. :" � c ""c c"'c' ....,.. , , �� .. : � : _ _____________ _____________ a i d ... � � � � �:_.;�,..,: .,,:,� � � � �:. : �-:- . •• . ;;-: F. SEE 1/S302 FOR SEE 1/S302 FOR < - �a ; � 10" PRECAST WALL REINF. a_= 10" PRECAST � #5 AT 24" O.C. WALL REINF. - °. � °'� ' GROUT CORES UNDER BEARING WALLS i 3-#4 CONT. ' 6x6x3/8 EMBEDS AT 48" O.C. ' � " • .." .�° 6x6x a EMBEDS (2) PER PANEL '_, SOLID GROUTED � 6"x6"x3/8" EMBEDDED � • . . , � ` CORES WELD PLATE AT 4'-0" O.C. �� . , � �° a , a a ' i < _ t. _ �'� � : ' 3�s" � � � � �s�� i TYP 3/8" PLATE ; ; 3/16,� �• �• CONT. L3Yzx3Y2� W/ Y2' '�` CONT. L3Yx3Y2� W/ Y2' ; . .... . ; . .... DIA. x 4" STUDS AT 24" DIA. x 4" STUDS AT 24" O.C. �'C' DRILL & EPDXY USING HILTI HY-150 1'-0" ��-�� ADHESIVE SYSTEM (5" EMBED) WALL SECTION AT 1 ST FLOOR ,6 WALL SECTION AT 1 ST FLOOR �2 ` SECTION AT 1 ST FLOOR SHEARWALLS � SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Developer: Carmel Redevelopment Commission 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 (ARTS) Structurai Engineer: � 1 � .:�! KEY PLAN BLDG D SCALE:NTS PLAN NORTH 11-126 °ED��CR �ES��. C�❑.:� Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.798� (fax} Project: � � Q � � L °� ca � � O � Q � N �n� Q v M W � � Q U �- � � � � � +��► � Y � z ■� � � � (� � Q � � � � � � �� _ � � � L � � � Z � � C� � r�� U � � VJ � J O W � U � � Q � COPYRIGr€? & OWNERSHIP OF DOCUMEN?S THIS DOCl1M ENT IS AN INSTRUM EM OF SERVICES MD LS TiE SOIe PROPERTV OF THE ARCHRECT AND PEDCOR DESIC�J GRWP. LLC. ALL INFORMATION CONTAINED HEREIN IS CONFDBdTl4. RS SUBMSSION AND DISTRIBUTION TO OTHER PMTIES IS NOT TO BE CONS1Rl1FD AS PUBLICATION IN DEROGATION OF COMMON LP.W COPIRIGFfT. INTELLECTUAL PROPERTV RIGHTS OR 0T4ER RES9NFD RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTfMESTHEp21GNPLMD UNPUBLISHFD WORK OF THE MCHRECT. J.4MESR. SRfRMAN. AND PE�COR �ESIGN GROl1P, LLC. NO PART OR WFIOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING Bl11LDNG OR BUIDINGS, OR PORTIONS OF T4 E RESUL7ING Bl11LDNG OR BUIDINGS MAV 8E DUPLICATED, COPIF�, FJ(418RED, PFpTOC'l7MHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAV WRl-KK1T T�ic SPECIFIC AND PRIOR NRITTEN CONSENT OF74E ARCHrtECf. JAMFS R. STUTZMAN AND PFDCOR DESIGN GROUP, LLC. 0 COPYRIGIiT 1D13 JAMES R. STl1TZl.AAN, AIA, Carmel, Yitliena. ' SCALE: 3/4" =1'-0" S602 Set Issue Date ' Sheet Issue Date i �.._._...__�_�._._______ �___._.._...._.._._.____.�...�__�...._.._..___.-; ---------._�._.__�_._. � 6-2 7/8" --------___�____.___.__ -- Drawn By ; Checked By i nMS � nMs i Last Revision Date: � %8 GYP. SHEATHING, ; SEE SHEARWALLS t � LOAD BEARING 2x8 ' 2'-a" WALL, SEE PLAN ; � HILTI KB3 EXPANSION � ANCHOR WITH 4" EMBED. ; SEE SHEARWALL SCHED. 1ST FLOOR ` #5 AT FOR SPACING 3Y2" TOPPING EL. = 0'-0" ; ; 24" O.C. 2x PLATE ` 3-#4 g.N. 2y2" INSULATION, N { CONT. SEE ARCH'L. � . , , ,a <. . � � Pr ct um er . . _ • . . : a • • - - ---- --- -_• .. - ------------ ---=------------ ---- -- -------•--- . , • a. ! a• d ------------°--- - - . . '. e . . . , ' � ; -___—_- --- - -- •---- _:_:=_____:_ __:_:�:_ :___:_::__ ==__:__:=:__:__==;:__�:__:_:� .... - NAS H B U I LD I N G �. .. � .. � .t� �' .' e .:. ..�:...',... .:.. - , . . . I... .. .. .. �' -, � � � � � �., : N , � :�. : . .'. . ' .: ... ... � �� . r � ... . .. .... : : :� � � �'"'`: � Sheet Title: T/B EL. #4 BAR IN EACH Typical Structural GROUT JOINT 10" PRECAST � - -''-4" Detai Is - Wood � 6"x6"x�/s' EMBEDDED i WELD PLATE AT 4'-0" O.C. i Sheet Number: ' DRILL & EPDXY USING HILTI HY-150 ADHESIVE SYSTEM (5" EMBED) '; GROUT CORES UNDER BEARING WALLS (TYP.) CORRIDOR SECTION AT FIRST FLOOR �� SCALE: 3/4" = 1'-0" BRICK, SEE ARCH'L —� 2x BLOCKING PANELS BTWN. TRUSSES 3/8" STIFF'S EACH SIDE, — AT 24" O.C. LOAD BEARING � WALL, SEE PLAN � ; SEE PLAN 2x PLATE � /— BOUNDARY NAILING t LOAD BEARING 1j/z' LT. WT. CONC. TOPPING 2ND FLOOR SEE ARCH'L. FOR WALL, SEE PLAN ; SIMPSON "HST6" OR � OVER %4' T&G PLYWOOD EL. _+14'-0" � ELEVATIONS & SLOPES � SHEARWALLS EQUAL EACH SIDE W/ SHEARWALLS � PLYWOOD SHEATHING, � { AT BALCONY FRAMING ABOVE (12) %4" DIA. BOLTS ABOVE SEE SHEARWALLS . . . �-.- .—i ; � \ � � 22" FLOOR TRUSS, SEE PLAN � 2- 2X NAILER W/ 1/2" DIA. THRU BOLTS AT 24" O.C. BEAM, SEE PLAN 11 /8" 3/16 2-12 CONT. 3/8" BOTTOM PLATE WALL SECTIQN AT 2ND FLOOR �, SCALE: 3/4" = 1'-0" 2'-0" HILTI K63 SHEARWALLS, SEE PLAN EXPANSION ANCHOR WITH 4" EMBED. SEE SHEARWALL SCHEDU�E FOR SPACING 2 1/2" INSULATION, SEE ARCH'L 3 1/2" TOPPING 2x PLATE 10" PRECAST BOUNDARY NAILING 1 ST FLOOR r c� ELEV.= 0�-0�� .. e'. °' q a. 8. • � .a ____=_____°-_' d � � . a,. . _____ ------- N ' _""___" "" d . _ � � • a """ (;:;°:..: ,� � ��: #5 AT 24" O.C. 3-#4 CONT. SOLID GROUTED � 6"x6"x3/8" EMBEDDED CORES WELD PLATE AT 4'-0" O.C. TYP 3/8" PLATE 3/16" DRILL & EPDXY USING HILTI HY-150 ADHESIVE SYSTEM (5" EMBED) WALL SECTION AT SHEARWALLS � SCALE: 3/4" = 1'-0" +_ �_ BOND BEAM W/ 2-#5 CONT. • • CONT. 1/2" X 5 PLATE W/ 1/2" DIA. X 4" HEADED STUDS AT 24" O.C. T/CONC. ELEV. _°° -•_____ SEEPLAN VULCRAFT COMPOSITE DECK 2VL119 OR APPROVED EQUAL WITH 4" TOTAL SLAB DEPTH � 8" CMU WALL, SEE PLAN SECTIQN AT CONCRETE CAP SCALE: 3/4" = 1'-0" BOND BEAM W/ 2-#5 CONT. --- CONT. 1/2" X 5 PLATE W/ 1/2" DIA. X 4" HEADED STUDS AT 24" O.C. � T/CONC. ELEV. °° • SEE PLAN VULCRAFT COMPOSITE DECK 2VL119 OR APPROVED EQUAL WITH 4" TOTAL SLAB DEPTH � 8" CMU WALL, SEE PLAN SECTION AT CONCRETE CAP SCALE: 3/4" = 1'-0" 4x8 TOP CHORD ; 2x PLATE � 3RD FLOOR 4x8 CONT. EL. _ +25'-1" 2ND FLOOR � N EL. _ +14'-0" � � a e . � 2ND FLOOR . .. , . :...:. -. , _ . ...... . ... . a .. , . EL. _ +14'-0,. 0 0 0 � o 0 0 i � 0 0 0 1 0 0 0 \ / ` 2x FRAMING, ` ' ' � 5 1/4" 3" 3" N 22" FLOOR TRUSS, SEE PLAN. � / T/B EL. � ��2„ T SEE PLAN � _ +13'-1 �� 4x8 TOP BRICK VENEER, CHORDS CENTERLINE OF SEE ARCH'L. 22" FLOOR TRUSS, 2x FRAMING, ;( 2) FLOOR CORRIDOR 2x CRIPPLE � SEE PLAN SEE PLAN ; TRUSSES, WALLS ; FLOOR TRUSS UNDER SHEARWALL � SEE PLAN � � �(DESIGN FOR 300 PLF DL & 100 PLF LL) i � LOAD BEARING ` � OPEN � � ? � SHEARWALLS , WALL, SEE PLAN ; � j BELOW 3 ; i ; CONT. FILLER � AT CORRIDOR BALCONY SECTION AT 3RD FLOOR 13 ; SECTION AT STRAPS 9 � , %-� SCALE: 3/4" = 1'-0" SEE ARCH'L. FOR ELEVATIONS & SLOPES AT BALCONY FRAM ING SEE PLAN LOAD BEARING WALL, SEE PLAN 2ND FLOOR EL. _ +14'-0" �� / �, 2x FRAMING, � ' SEE PLAN. BRICK VENEER, SEE ARCH'L. 22" FLOOR TRUSS, 2x FRAMING, 3/8" STIFF'S EACH SIDE, SEE PLAN SEE PLAN AT 24" O.C. 2- 2X NAILER W/ 1/2" DIA. THRU BOLTS AT 24" O.C. BEAM, SEE PLAN 11 /8" 3/16 2-12 CONT. 3/8" BOTTOM PLATE BALC4NY SECTION AT 2ND FLOOR 14 SCALE: 3/4" = 1'-0" � SEE ARCF ` ELEVATIONS & � : AT BALCONY FF 2x FRAMING SEE PLAN BRICh SE r+� �rwr��uw� � �� r,�..,,r,��, SEE PLAN BALCONY SECTION AT 3RD FLOOR SCALE: 3/4" = 1'-0" SEE ARCH ELEVATIONS & S AT BALCONY FF 2x FRAMING, SEE PLAN. BRICK SE cu�no�nin� � �, �",�...,-.��, SEE PLAN BALCONY SECTION AT 2ND FLOOR SCALE: 3/4" = 1'-0" �', SCALE: 3/4" = 1'-0" #5 VERT'L. MIN. CMU WALL, SEE PLAN SHEARWALL, SEE PLAN 3/4" DIA. HILTI KB3 EXP. ANCHOR AT 16" O.C. (4" EMBED) SHEARWALL TO MAS. WALL CONN. SCALE: 1"'= 1'�0" LOAD BEARING SEE ARCH'L. FOR WALL, SEE PLAN ELEVATIONS & SLOPES AT BALCONY FRAMING BRICK VENEER, SEE ARCH'L. 3RD FLOOR WOOD DECKING, EL. _ +25'-1" SEE ARCH'L. . \ 2x JOIST, � i SEE PLAN. ' LVL BEAM, SIMPSON LUS26 SEE PLAN OR APPROVED 22" FLOOR TRUSSES, ' EQUAL, EA. END SEE PLAN 22" FLOOR TRUSS, , 2x , SEE PLAN. SEE PLAN LOAD BEARING WALL, SEE PLAN �5 BALCONY SECTION AT 3RD FLQOR 11 22" FLOOR TRUSSES, SEE PLAN SCALE: 3/4" = 1'-0" SEE ARCH'L. FOR ELEVATIONS & SLOPES AT BALCONY FRAMING BRICK VENEER, SEE ARCH'L. WOOD DECKING, SEE ARCH'L. � LOAD BEARING WALL, SEE PLAN (� 2ND FLOOR / EL. _ +14'-0" SHEARWALLS ABOVE 16d AT 12" O.C. l BOUNDARY NAILING ; ENVAC NORTH, SOUTH 1Yz" LT. WT. TOPPING � AND WEST WALLS — OVER %4" T8�G PLYWOOD ; L3x3� CONT. SHEATHING ; ALL AROUND � i ` %8' DIA. LAG BOLTS � ; AT EACH TRUSS ; s E�'� a'. f � , i / � WALL SECTION AT SHEARWALLS SCALE: 3/4" = 1'-0" 2ND FLOOR EL. _ +14'-0" 22" FLOOR TRUSS, SEE PLAN 4x8 CONT. BOUNDARY NAILING 1Yz" LT. WT. TOPPING OVER 3/4" T8G PLYWOOD SHEATHING �16dAT4"O.C. 2x CRIPPLE WALL WITH —� � BOUNDARY NAILING Yz" PLYWOOD SHEATHING. PLYWOOD SHEATHING, NAILING TO MATCH SEE SHEARWALLS SHEARWALLS BELOW — (2) 2x PLATE SHEARWALLS, SEE PLAN WALL SECTION AT SHEARWALLS SCALE: 3/4" = 1'-0" 2ND FLOOR EL. _ +14'-0" TRUSS, SEE PLAN 2x CRII BOUNDAF o.,� �.��„�., .�„�� „VG 2' LT. WT. TOPPING VER %4" T&G PLYWOOD HEATHING JI IL/'111YY/'1LL� SEE PLAN WALL SECTION AT SHEARWALLS SCALE: 3/4" = 1'-0" �vE�O P. M E1yT �� 4 :�tti�l�c ; F'rEV.ste� � ��! �,<4�` �artsi.�r>!?if, � v � z City of C<�rn7el lnr�iar�a NO ATTACHMENT TO NO ATTACHMENT TO WALL ALL AROUND WALL ALL AROUND T�i ENVAC FUTURE L3x3� CONT. i i WEST MAS. WALL, ALL AROUND � � SEE ARCH'L FOR � �LENCLOSURE WALL 3/8" DIA. LAG BOLTS i i AT EACH TRUSS i i Structural Engineer. ' -� . . . . a . : . � ��\ \ \ � \ \ 1 111111 I I I I i f l / ! / f ! � � � ��/ ,: : \�o�o��,�,P1� Y. S,�y°,�� .: �` �� ,c�srE,��,e F�,y�� . 16" PRECAST ' { �Q� * ' / LINTEL AT 2ND ;�= PE 19500147� �` � �:' �� AND 3RD FLOORS � �o �� r�c�, � �'+_� .•'� � � � '�'�` �MD I AMP \`� �� i ` i ENVAC FUTURE /��''%��isr�NAl ��o�°�\ � i �� EAST MAS. WALL, i i SEE ARCH'L FOR 3 2x HEADER —� � ��ENCLOSURE WALL �� 0. Z�f ',� � ) (3) 2x HEADER �--�--1 BY: � � � w AT ENVAC WALLS � _ SCALE: 3/4" = 1'-0" CMU, SEE ARCH'L: SOLID GROUT 8" DEEP B. BM. _ W/ 2-#5 CONT. ANCHOR BOLT — 3/4" DIA AT 48" STAGGERED LEDGER BEAM DETAIL SCALE: 3/4" = 1'-0" rntiT �Y�n ANCHOR BOLT 3/4" DIA AT 48" STAGGERED SIMPSON PA18 AT — 4'-0" O.C. MAX. — BOUNDRY NAILING — NAIL SHEATHING TO BLOCKING � T/DECK SEE PLAN FLOOR TRUSS, SEE PLAN 4x2 F LAT AT 4'-0" O.C. CONT. 3X10 rntiT aY� n ANCHOR BOLT 3/4" DIA AT 12" STAGGERED SIMPSON PA18 AT 4'-0" O.C. MAX. CMU, SEE ARCH'L. BOUNDRY NAILING 16d AT 6" O.C. � SIMPSON "HST6" OR SHEARWALLS EQUAL EACH SIDE W/ SHEARWALLS ABOVE (12) %4" DIA. BOLTS ABOVE 4x8 TOP CHORD 4x8 CONT. 2ND FLOOR EL. _ +14'-0" CV � � a . I '} 0 0 o I o 0 0 I M � o 0 o I o 0 0 Zx JOIST, \� ' S 1/4„ 3" 3" N ' SEE PLAN. � � / 1 1/2" � � LVL BEAM, SIMPSON LUS26 SEE PLAN OR APPROVED EQUAL, EA. END CENTERLINE OF 22" FLOOR TRUSS, '(2) FLOOR CORRIDOR 2x CRIPPLE 2x , SEE PLAN. SEE PLAN TRUSSES, ; SEE PLAN l � LOAD BEARING � OPEN WALL, SEE PLAN � Y � CONT. FILLER AT CORRIDOR BALCONY SECTION AT 2ND FLOOR �2 � SECTION AT STRAPS SCALE: 3/4" = 1'-0" S603 SCALE: 3/4" = 1'-0" WALLS � SHEARWALLS _ BELOW � ; NAIL SHEATHING TO BLOCKING SOLID GROUT � T/DECK 8" DEEP B. BM. - SEE PLAN W/ 2-#5 CONT. _ ANCHOR BOLT —� -- � TRUSS, SEE PLAN 3/4" DIA AT 12" \ STAGGERED . / CONT. 4x10 LEDGER BEAM DETAIL � SCALE: 3/4" = 1'-0" BEAM CENTERLINE FLOOR TRUSS, I SEE PLAN � SIMPSON L6212 HANGER OR APPROVED EQUAL SECTION SCALE: 3/4" = 1'-0" .� � . 2x NAILER W/ 1/2" DIA. THRU BOLTS @ 24" O.C. 3/" PLYWOOD FILLER I � JOIST, SEE PLAN T/STEEL ELEV. SEE PLAN i BEAM, SEE PLAN KEY PLAN BLDG D SCALE:NTS ��CE 3olutions, Inc. �� LO Shoohoea Ddve (k�iel, Inmma 46032 317-818-191: ��-��s °EPC�R LESI'�� C��.;� Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.79$0 (fax) Project: � � � � � � w � v � o �--� Q � N � Q � M � {' � O � ' � Q Z ^, �' -� � Y � z '� � � — �� Q � � � � � � �� _ � Q � � � Z � �- U � � Q � � V J � J O w � U � � a. COPYRIGF4' & OWNERSNIP OP DOCUMENTS THIS DOCUMENT IS AN INS7RUMEM OF SERVICES MD IS T4E SOL'c PROPERTV OF T4E ARCHRECT AND PEDCOR DESIC3J GRIXJP. LLC. PL' INFORMATION COMAINED HEREIN IS CONFD@Rl4L. ffSSUBMSSIDN AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPrRIGHT, MTELLECTIJAL PROPERTV RIGHTS OR OTHER RES92VED RIGHTS. ALL INFORMATION COMAINED HEREIN CONSTfiIITESTHEOF2IGNALMD UNPUBLISHED WORK OFTHEARCHREC7,JAMESR.5iUTeJNJ,PND PF�COR DESIGN GROUP, LLC. NO PAR7 OR W}iOLE OF TyIS DESIC�J, THESE DRAWINGS, OR THE RESULTING 6UILDNG OF2 BUI.DINGS, OR PORT�ONS OF 7HE RESULTING BUILDHG OR BULDINGS MAV BE OUPLICATED, COPIFD, EXHIBRED, PFiD70CiiPPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBl1TED INANY WAV WR110l7TTHE SPECIFIC AIJD PRIOR WRITTEN CONSENT OFTHEMCHRECf, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. 6 COMRIGH'T?D13 JAMES R. STl1TDAAN, Alq Cartrel, YitlFena. Set Issue Date ' Sheet issue Date i Drawn By Checked By aMS a►Ns Last Revision Date: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: Typical Structural Details - Wood Sheet Number: �HEET OF � �v��,opMENr ; ; .��° . �o TRUSS SHALL BE DESIGNED TOP CHORD DL LOADING: 14 PSF TOP CHORD DL � LOADWG: 14 PSF TOP CHORD DL � �"' ��" ��"�""�� ' FOR SNOW DRIFT IN THIS AREA LOADING: 14 PSF TOP CHORD DL LOADING: 14 PSF � 11 PSF BOTTOM CHORD DL , 11 PSF BOTTOM CHORD DL ` 11 PSF BOTTOM CHORD DL � rx� ;t;�;' =}ff� � f 11 PSF BOTTOM CHORD DL � `f'� ' i � 25 PSF TOP CHORD LL v � z 25 PSF TOP CHORD LL 25 PSF TOP CHORD LL , 25 PSF TOP CHORD LL �' � 20 PSF BOTTOM CHORD LL 20 PSF BOTTOM CHORD LL ` 20 PSF BOTTOM CHORD LL � 20 PSF BOTTOM CHORD LL I PLUS LOADS INDICATED BELOW ' ; s City c�f Cat-n��l � ; lndiana ; 8" ? t I 9'-71 6" 19'-0� 6" ` ; I i i t Developer: € ; ; i � � ; � t ; arme � ; { Redevelopment Commission ; 30 West Main Street, Suite 220 12 ; VARIES VARIES VARIES ; � GIRDER TRUSS � : � i } Carmel, Indiana 46032 ° � ' WEB 317.571-2787 (ARTS) ; � ' � 5 � ; � ` ; CONFIGURATION i € ' � BY TRUSS MFG. ; ` � 240# AT EACH ; � PROVIDE SIMPSON � I 12 N Structural Engineer: # MECH. UNIT ' � E � STRONG-TIE A35 AT TOP � �5 � \��U�11uIINt1��j�y�� I WEg I � � W i CHORD TO GIRDER TRUSS � I � ��\`ti��,\,�6 s�ERF rF�,% � CONFIGURATION � 1 5 12 � � WEB CBY TR SSMFOG. 12 � � '�� NQ. o *� ' BYTRUSS MF . j WEB CONFIGURATION 12 Q � ' � � E BY TRUSS MFG. � � N - _ f �� I �5 � �5 � � - = * =PE19500147' _ � � s �5 � � ; PROVIDE SIMPSON � � � ' � � • � � � ' �a� ' N 4 STRONG-TIE HANGER AT c� ' � N %�'`��` ��AM ��y'�S� � � '_, � BOTTOM CHORD TO GIRDER ; ��iii�sf DNAI �-��\\�� ; f 2x4 WALL 2x6 WALL �� 2x6 WALL 2x6 WALL � TRUSS {R = 700#) 2x6 WALL � 2x4 WALL 2x6 WALL �� t � i I � � �g e� +� E � � i 33'-07„ 1'-111„ i��0. i0f 7 � 33'-O8" � 30'-O8" l 10'-0" � � 4 By: ; ; ; j � ; � , � 1 1'-114,� 1'-114,� � 1'-114�� 3'-5 �" � 3'-5 �" 3-114�� 36'-6� 6" -� � 40'-5 �" ' 1 � ~w � ; � � 3 ; � " " TI N �3 ' TRUSS "T9" ELEVATIQN 9 � TRUSS "T5" ELEVATIQN 5 TRUSS "T1" ELEVATION � _ TRUSS T13 ELEVA O I „, Sso4 SCALE: 1/8�� =,�-o�� Sso4 p � S604 ! SCALE: 1/8" = 1'-0" S604 � SCALE: 1/8 =1-0" � SCALE: 1/8" = 1'-0" o �� i} .....__ _.__.__..__. _---- ------ ------- --__....a._ _.._....__.. L- _ ____._...__._ . .._.._ , .._. .----_-� --__ ..._,. 3 °°-_.____...°°"_........W._____._...__ _ .�.._..�___ °°_____�._..._..�_ ._.___°-°-_.-___._.._....... ________ ---- �...- � ...._._�.W__ .___._._____..,.......°° .............. ..°-� ..__.__°"_"'._w_____.°°°°�____.._._°°°-_ { i �� 1 � � LOADING: 80 PLF TOP CHORD DL � LOADING: 14 PSF TOP CHORD DL � � LOADING: 14 PSF TOP CHORD DL � � �40 PLF BOTTOM CHORD DL 11 PSF BOTTOM CHORD DL � ; 11 PSF BOTTOM CHORD DL � 100 PLF TOP CHORD LL � 25 PSF TOP CHORD LL � � 25 PSF TOP CHORD LL KEY PLAN � 30 PLF BOTTOM CHORD LL ; � 20 PSF BOTTOM CHORD LL � � � � 20 PSF BOTTOM CHORD LL BLDG D i j � i � � � � � SCALE:NTS � � ; , , f � $ 180 #/FT DL � � � _ � � 320 #/FT LL j i � �� saodmat�a�ee�r CE SOIlR10IL5, IIIC. � � , ' ; LO Shoohona Ddva # � � BOTTOM CHORD LOADWG shoh � VARIES VARIES �' ��03� � ; ; E si�-ais-i9ia � ; � � j { t � GIRDER TRUSS � � � t�-��s � ; � � � c ' ' i �� i : t � i �# � � : PROVIDE SIMPSON � � , � ; � � �' � � 12 W�B �� STRONG-TIE A35 AT TOP I �� WEB , ; I —�5 ir� CHORD TO GIRDER TRUSS � � �5 CONFIGURATION � ' CONFIGURATION '' � I BY TRUSS MFG. w � `�00 � BY TRUSS MFG. � WEB CONFIGURATION Q ; � � � BY TRUSS MFG. 12 � > � ; ' �3.54 �' _ � - �ED�❑R �ESIu� G�� € � � PROVIDE SIMPSON � � � N Architecture l Project Management: I , � � � STRONG-TIE HANGER AT � � 355 City Cenker Dnve � � � ? BOTTOM CHORD TO GIRDER � Carmel, Indiana 46032 � 33'-1�" � � TRUSS (R = 2333#) 1 � ?x4 WALL 2x6 WALL 8 I 2x4 WALL 2x6 WALL ; � � 2x6 WALL � 317.705.7980 (fax) ' � 317J05.7979 phone ; ' I ; � 11., � 33'-0�" 1'-11 �" ; � 33'-o-7," 14'-1 � 6 � 8 4 P roject: ' 8 � ' . . ; ; � s � � 7 ; � ' ; 2 -88" ' 3'-5 �� i � 3�_`�� 1 � : 16 3fi'-6� 6" � 36'-6—" t � I 16 3 i � , � ! ; ' � i � �� ' �� HIP GIRDER TRUSS "T6" ELEVATION 6 � � DOUBLE TRUSS T14 ELEVATION 14 TRUSS T10 ELEVATION �o � ; TRUSS "T2" ELEVATION 2 � �s � � S604 1 SCALE: 1/8" = 1'-0" S604 SCALE: 1/8" =1'-0" S604 ! SCALE: 1/8 - 1-0 S604 � � O i SCALE: 1/8" = 1'-0" ` � ! ! -.-----------____....__...__�...._...___._....____. ___.. - --- � . .._�__.m.. _ _� _.___._....�..._.---___�_..�._____._. _ _ _..�___.__._.___ __.-----_._._._._._.._._._.__..._...�.. _--------.___..___ __.._....___.__._.__� _�___.__.._ ' ----__._____..___ ._ __ -:;- ----_.____....__�__._-----.___...__._.__._,_.�.___..._._...---_..�...._.._____....._..._._�....�..._.- ..f---_----..___...__----_...___.....___-- -________ ---.__...�...��.__._._ _. ___ -�-�- N _._�.___�..�.___. � __...�.____ ___ ...____..------ ; , ; { PLF TOP CHORD DL LOADING: 14 PSF TOP CHORD DL ; LOADING: 28 PLF TOP CHORD DL � LOADING: 14 PSF TOP CHORD DL � Q Q� M � LOADING: 53 ? ' 22 PLF BOTTOM CHORD DL ? 11 PSF BOTTOM CHORD DL Ur � � � 13 PLF BOTTOM CHORD DL ? 11 PSF BOTTOM CHORD DL j � � ? 25 PSF TOP CHORD LL x 50 PLF TOP CHORD LL i 25 PSF TOP CHORD LL � , 53 PLF TOP CHORD LL j 20 PSF BOTTOM CHORD LL Q � A1 �' 40 PLF BOTTOM CHORD LL i V� � PLUS LOADS INDICATED BELOW { � 20 PSF BOTTOM CHORD LL � � f � PLUS LOADS INDICATED BELOW ; # ' %� � � z -- � � - �� Q � � � ' �� a� � C1� m = � � � � � , „ VARIES VARIES � � � Z � � 7 -6 4'-0" I 26 -6� 6 10'-0�� rt � O � `y � f , � � i V ; 600# DL 1700# DL � 'J O � 12 t 480# LL 1320# LL 12 wEB WEB CONFIGURATION � �5 ONFIGURATION �� (� M� N � �5 CONFIGURATION W I BY TRUSS MFG. BY TRUSS MFG. � �/ w BY TRUSS MFG. � ¢ 125 #/FT DL � 2 N �- > I - 225 #/FT LL � 5 � � • ' � N BOTTOM CH D 833 # DL N I LOAD ING � 1500 # LL I COPYRIGHT & OWNERSHIP OF DOCUMENTS 7HIS DOCUMEM IS AN INSTRUMEN7 OF SERVICESMO LS THE SOLE SEE PLAN 2x4 WALL 2x6 WALL �� N ORMATIONCOMAINEDHEREN�ISCONPDBdTN1 R3SUBNlSSIONL 2x4 WALL 2x6 WALL 2x4 WALL 2x6 WALL ANO DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COWRIGHT, INTELLECTUAL PROPERTV RIGHTS OR 0T4ER RES92VED RIGHTS. PLL INFORMATION CDMAINED 4EREIN CONSTfiLfiES THE ORIGNPL MD 33�'V Ir 33�_p7O O UNPUBLISHFD WORK OF THE ARCHRECT, JAMESR. SNTZNAN. AND 33�-0�� PEOCOR DESIGN GROUP, LLC. NO PART OR WFIOLEOFTHIS DESIGN. 8 ° O DUPLICATEDWICOPIED,EXHIBREDLPIFbT UOGRPPHED,PUBLJSHED � PORTIONS OF TH E RESULTING BUILDNG OR BUID�NGS MNV BE MODIFIED OR OTHERWISE DISTRIBl1TED INANY WAV WRHOIJTT-IE „ 3�� 1'-111 " 3, �„ 3'-114„ STl7TZMAN AND PIEDCORI E3 GN�GROUP. LLC. � C�OPYRIGFiT 2D13 S R JAMES R. STUTZMAN. Alq Carmel. htliena. 3-5 � 36'-6 1�� 3-�r 36'-6� 6" 4 16 40'-5� 6�� 16 ; ES 15 TRUSS "T11" ELEVATION 11 GIRDER D�UBLE TRUSS "T7" ELEVATION 7 TRUSS "T3" ELEVATION 3 ; FLODR DOUBLE TRUSS ; _ S604 ; SCALE: 1/8" = 1'-0" S604 � SCALE: 1/8" = 1'-0" S604 Set Issue Date Sheet Issue �ate SCALE: 1/8" = 1'-0" S6� ' SCALE: 1/8" = 1'-0" ': ' � - ---._.__._._..___ ._...�..___w. �...._---_.__.�_ _ ___ �. _....____._. �_.__ __.. _.._ -----._..__......._________.--------__..__..___ �_._.._...._-------___...__.----- - - - _ __�_.___.�._____..____ ` ....___....---_._..._..__ _........_...�..___�.____�...._____ _..____. _______.__ ____..____.._.___...�----._.._ D ra n y � C hecked By �__.__..�...�_.._.__--------_.._..._._._____..__----.__..�----___..._______ . _..__-----_.____._._._____.___.�._.___...._.�....._.__._._.__....._— -------.-v--___._--------�_�.. .__.____ __.�.._._..----_._.�___._ _ _-------- w _� __,__�._.__..�_.____.____ �..._____________�____. �_..__._.__.._..__.._...� ----._..__.______._.___.__-----_._.._____.____..__._.__... _._.___.__.��.�_______.�___. _......m...___._____� TRUSS SHALL BE DESIGNED ± LOADING: 14 PSF TOP CHORD DL LOADING: 53 PLF TOP CHORD DL ' FOR SNOW DRIFT IN THIS AREA LOADING: 14 PSF TOP CHORD DL ; LOADING: 28 PLF TOP CHORD DL � Ms � nMs 13 PLF BOTTOM CHORD DL # 11 PSF BOTTOM CHORD DL 22 PLF BOTTOM CHORD DL ; 11 PSF BOTTOM CHORD DL LaSt R@VISIOtI Dat@: 53 PLF TOP CHORD LL '' 25 PSF TOP CHORD LL 50 PLF TOP CHORD LL � 25 PSF TOP CHORD LL ` PLUS LOADS INDICATED BELOW ` � 20 PSF BOTTOM CHORD LL 40 PLF BOTTOM CHORD LL i � 20 PSF BOTTOM CHORD LL Construction Bid Set 02.20.13 i PLUS LOADS INDICATED BELOW PLUS LOADS INDICATED BELOW Parcel 9-54 Bid Package ; ; 3 ; Parking Garage and Ramp 02.20.13 i 3 E $ i{ ! (7 ; , ; € I 9,_7 S„ 19'-0� 6" � € I � VARIES VARIES 3 � � , � E ; � 1 i � i ; : ; � 5�_3„ � ; , � � , � # � � � ` ` 12 ° € ` ' � Q ; i � ; � i �5 � f WEB CONFIGURATION I ' 3240# DL � � BY TRUSS MFG. 10'-0" 10'- 1/8" 10'-0" � Project Number; � 2475# LL ' ME�CH. UNIT H� �b� � � � 12 ; N # WEB � ;� � � , � �5 WEB T� N� NASH BUILDING N CONFIGURATION � ; CONFIGURA O w ; BY TRUSS MF . � ; 12 BY TRUSS MFG. � � � � 2 � 5� 125 # T DL � Z 5 N i � Sheet Title: 5 ` 225 # FT LL � �t � j ; ,, ��N � ; BOTTOM CHORD g33 # DL 833 # DL Z� ' LOADING 1500 # LL 1500 # LL , Framing Sections , � � � - { & Details � � � SEE PLAN 2x4 WALL 2x6 WALL �� 2x6 WALL 2x6 WALL ; 2x4 WALL 2x6 WALL ��`r ; � � ELEVATOR WALLS '` ; � ; 33'-0?" ; 30'-08" � 33�-�g�� Sheet Number: ;, 8 1 , ; ` � ' i ', � 1�� t 1'-114�� 1'-114,� 3� �„ 3'-114„ � 3'-�" 5 3-114 i 40'-5� 6„ i ; 40'-5� 6" i ; � f FLOOR DOUBLE TRU SSES �6 t TRUSS "T12" ELEVATION �2 ' GIRDER DOUBLE TRUSS "T8" ELEVATION 8 TRUSS "T4" ELEVATI�N 4 SCALE: 1/8" = 1'-0" S6� ; SCALE: 1/8" = 1'-0" S604 ; SCALE: 1/8" = 1'-0" S604 ; SCALE: 1/8" =1'-0" S604 i � HEET OF - - ', � I A: Area, Acre; Alcove; Compressed Air Line AB: Anchor Bolt ABV: Above AC: Air Conditioning, Alternating Current ACC: Access ACF: Architectural Concrete Finish ACR: Acrylic ACST: Acoustic ACT: Actual AD: Access Door, Area Drain ADA: Americans with Disabilities Act of 1992 ADD: Addendum; Addition ADDL: Additional ADH: Adhesive ADJ: Adjust, Adjustable, Adjacent AF: Above the Floor AFF: Above Finished Floor AIA: Ameri�an Institute of Architects ALM: Alarm ALT: Alternate, Alteration; Altitude ALUM: Aluminum AMB: Ambient AMT: Amount ANCH: Anchor, Anchorage ANOD: Anodized AP: Access Panel APPROX: Approximate APRVD: Approved APT: Apartment ARCH: Architect, Architectural AS: Acoustic Sealant ASC: Above Suspended Ceiling ASPH: Asphalt ASSEM: Assemble ASSY: Assembly ASTM: American Society for Testing and Materials ATC: Acoustical Tile Ceiling ATTEN: Attenuation, Attention ATM: Automatic Teller Machine; Atmospheric AUTH: Authorized AUTO: Automatic AVG: Average B: Bathroom B TO B: Back to Back B& B: Balled and Burlapped B/: Bottom (of) BAL: Balance, Ballast BC: Broom Closet BDY: Boundary BEL: Below BETW: Between BEV: Bevel BHD: Bulkhead BIT: Bituminous BJF: Bituminous Joint Filler BL: Building Line BLDG: Building BLK: Block BLKG: Blocking BLT-IN: Built-In BM: Beam, Bench Mark BN: Bullnose BNT: Bent BOT: Bottom BP: Base Plate BPL: Bearing Plate BR: Bedroom BRDG: Bridging BRG: Bearing BRK: Brick BRKT: Bracket BRS: Brass BRZ: Bronze BS: Both Sides BSMT: Basement BT: Bathtub, Bolt BUR: Built-up Roof BW: Both Ways C: Curb, Clock Outlet C/C: Center to Center CAB: Cabinet CAP: Capacity CAR: Carpet CAV: Cavity CCW: Counter Clockwise CCN: Closed Circuit TV CEM: Cement CER: Ceramic CF: Cubic Feet CFL: Counterflashing CFS: Cold Formed Steel CG: Corner �uard CH: Coat Hook CHR: Chilled Water Return CHAM: Chamfer CHAN: Channel CHS: Chilled Water Supply CI: Cast Iron CIP: Cast-in-Place CIR: Circle, Circular CIRC: Circumference CITG: Clear Insulating Tempered Glass CJ: Control Joint CK: Caulking CL: Centerline, Clearance, Closure, Class CLG: Ceiling CLL: Contract Limit Line CLO: Closet CLR: Clear CLR OPG: Clear Opening CMP: Corrugated Metal Pipe CMU: Concrete Masonry Unit CND: Conduit CNTR: Counter COAX: Coaxial C.O.: Cased Opening CO: Company, Cleanout, Cased Opening, Cut Out COD: Cleanout Door COL: Column COM: Common CON: Construction CONC: Concrete CONN: Connection CONT: Continuous, Continue, Control COP: Copper COR: Corner CORR: Corridor, Corrugate CR: Curtain Rod CRPT: Carpet CRS: Course, Cold Rolled Steel CS: Cast Stone CSG: Casing , .......�.. r.� �. .�....... CSK: Countersink CSMT: Casement CT: Ceramic Tile CTD: Coated CTR: Center CW: Clockwise, Cold Water CWR: Condensate Waste Return CWS: Condensate Waste Supply CY: Cubic Yard CYL: Cylinder CYL L: Cylinder Lock DA: Double Acting DB: Decibel DBL: Double DC: Direct Current DD: Driveway Drain, Deck Drain DEG: Degree DEGF: Degree Farenheit DEMO: Demolition DEPT: Department DF: Drinking Fountain DH: Double Hung DIAG: Diagonal DIA: Diameter DIFF: Diffuser DIM: Dimension DISL: Disposal DIV: Division DL: Dead Load DMT: Demountable DN: Down DO: Door Opening DP: Dampproofing DPR: Damper DR: Door, Dining Room DS: Downspout DSP: Dry Standpipe DT: Drain Tile DTL: Detail DVTL: Dovetail DWG: Drawing DWGS: Drawings DWR: Drawer E: East E TO E: End to End EA: Each EB: Expansion Bolt EC: Exposed Construction ECP: Exposed Construction Painted EE: Each End EF: Each Face EG: Edge Grain EIFS: Exterior Insulation and Finish System EJ: Expansion Joint ELEC: Electrical ELEV: Elevator, Elevation EMER: Emergency ENAM: Enamel ENCL: Enclosure ENG: Engineer ENT: Entrance EPDM: Ethylene Propylene Diene Monomer EQ: Equal EQUIP: Equipment ERP: Emergency Receptacle Panel EST: Estimate EW: Each Way EX: Exit EXC: Excavate EXEC: Executive EXH: Exhaust EXH AIR: Exhaust Air EXIST: Existing EXP: Expansion, Exposed EXT: Exterior F: Degrees Fahrenheit F TO F: Face to Face FA: Fire Alarm, Fresh Air FAB: Fabricate FACP: Fire Alarm Control Panel FAG: Fire Alarm Gong FAST: Fastener, Fasten FBD: Fiberboard FBRK: Fire Brick FD: Floor drain FDC: Fire Department Connection FDN: Foundation FE: Fire Extinguisher FEC: Fire Extinguisher Cabinet FF: Finished Floor, Factory Finish FFE: Finished Floor Elevation FF&E: Fixtures, Furnishings & Equipment FFL: Finished Floor Line FGL: Fiberglass FGR: Fiberglass reinforced FH: Fire Hose FHC: Fire Hose Cabinet FHWS: Flat Head Wood Screw FHY: Fire Hydrant FIN: Finish, finished FIX: Fixture FLG: Flashing FLR: Floor FLUOR: Fluorescent FLX: Flexible FND: Feminine Napkin Dispenser FO: Finished Opening FOC: Face of Concrete FOF: Face of Finish FOS: Face of Studs FP: Fireproof FPL: Fireplace FR: Front, Fire Riser FRM: Frame FRT: Fire Retardant FS: Floor Sink FT: Foot, Feet, Fully Tempered FTG: Footing, Fitting FURN: Furnish, Furniture FURR: Furring FUT: Future G: Gas GA: Gauge GAL: Gallon GALV: Galvanized GC: General Contractor GEN: General GFCI: Ground Fault Circuit Interrupted GFI: Ground Fault Interrupted GFRC: Glass Fiber Reinforced Concrete GI: Galvanized Iron GKT: Gasket GL: Glass �: �: :: �� N GLZ: Glaze GMU: Glazed Masonry Unit GND: Ground GOVT: Government GP: Galvanized Pipe GR: Grade GRAN: Granite GRTG: Grating GT: Grout GV: Galvanized GVL: Gravel GYP: Gypsum GYP BD: Gypsum Board HB: Hose Bib HBD: Hardboard HC: Hollow Core HD: Heavy Duty HDR: Header HDW: Hardware HDWD: Hardwood HGR: Hanger HGT: Height HK: Hook or Hooks HM: Hollow Metal HMP: Hollow Metal, Painted HOR: Horizontal HR: Hour HRS: Hot Rolled Steel, Hours HT: Height HTR: Heater HV: High Voltage HVAC: Heating, Ventilating & Air Conditioning HW: Hot Water HWR: Hot Water Recirculating Return HWS: Hot Water Supply HYD: Hydraulic I: Iron ID: Inside Diameter IN: Inch INC: Incandescent INCL: Incline, Include INCR: Increase INFO: Information INSP: Inspect INSTL: Install INSUL: Insulation INT: Interior INV: Invert IP: Iron Pipe J: Joist JB: Junction Box JC: Janitor's Closet JF: Joint Filler K: Kickplate KIT: Kitchen KS: Kitchen Sink KW: Kilowatt L: Left, Length LAD: Ladder LAM: Laminate, Laminated LB: Pound (weight), Lag Bolt LBL: Label LBR: Lumber LCD: Liquid Crystal Diode LCL: Linen Closet LCM: Lead Coated Metal LD: Leader Drain LH: Left Hand LIB: Library LINO: Linoleum LIQ: Liquid LKR: Locker LL: Live Load LMS: Limestone LN: Length LNDG: Landing LOC: Locate LOCS: Locations LR: Living Room LS: Loud Speaker LT: Light LTG: Lighting LTL: Lintel LV: Low Voltage LVR: Louver LW: Light Weight LWC: Light Weight Concrete MACH: Machine MAINT: Maintenance MARB: Marble MAS: Masonry MATL: Material MAX: Maximum MB: Mail Box MC: Medicine Cabinet MECH: Mechanical MED: Medium MEMB: Membrane MET: Metal MEZZ: Mezzanine MFD: Manufactured, Metal Floor Deck MFG: Manufacturer, Manufacturing MH: Manhole MIKE: Microphone MIN: Minimum MIR: Mirror MISC: Miscellaneous MLDG: Molding MO: Masonry Opening MOD: Module MONO: Monolithic MOV: Movable MRD: Metal Roof Deck MT: Mount, Mounted MTL: Material, Metal MTR: Motor MULL: Mullion MWK: Millwork N: North NATL: Natural NEC: National Electrical Code NEUT: Neutral NI: Nickel NIC: Not In Contract NO: Number NOM: Nominal NR: Noise Reduction NRC: Noise Reduction Coefficient NS: Near Side NTS: Not To Scale O TO O: Out to Out OA: Outside Air, Overall OC: On Center OD: Outside Diameter OF: Outside Face OFF: Office OH: Overhead OHD: Overhead Door OI: Ornamental Iron OPNG: Opening OPP: Opposite OPP H: Opposite Hand ORN: Ornamental OUT: Outlet OVFL: Overflow OZ: Ounce P: Paint P. LAM: Plastic Laminate P SL: Pipe Sleeve PAR: Parallel PARTN: Partition PB: Panic Bar PBD: Particle Board PC: Precast Concrete PCF: Pounds per cubic foot PD: Pump Discharge, Plaza Drain PE: Professional Engineer PED: Pedestal, Pedestrian PERF: Perforate PERIM: Perimeter PERP: Perpendicular PFN: Prefinished PH: Phase, Phone PKG: Parking PKWY: Parkway PL: Property Line PLAS: Plastic PLAS LAM: Plastic Laminate PLF: Pounds Per Lineal Foot PLMBG: Plumbing PLTF: Platform PLWD: Plywood PNL: Panel PNT: Paint POL: Polish, Polished PORC: Porcelain PORT: Portable POT W: Potable Water PP: Precast Panel PR: Pair PRC: Precast PREFAB: Prefabricated PRES: Pressure PRFMD: Preformed PRI: Primary PRMLD: Premolded PROT: Protection, Protective PRSTR: Prestressed PRTN: Partition PS: Plumbing Stack PSC: Prestressed Concrete PSF: Pounds per square foot PSI: Pounds per square inch PT: Point PTC: Post-Tensioned Concrete PTD: Paper Towel Dispenser PTD/R: Combination Paper Towel Dispenser/Receptacle PV: Paving PVG: Paving PVMT: Pavement PVT: Private PWR: Power QUAL: Quality QT: Quarry Tile, Quart QTR: Quarter QTY: Quantity R: Radius R& S: Rod and Sealant RA: Return Air, Registered Architect RAD: Radiator RB: Rubber RBT: Rabbet RCP: Reflected Ceiling Plan RD: Roof Drain, Round REBAR: Reinforcing Bar RECP: Receptacle REF: Refer, Reference, Refrigerator REFL: Reflected, Reflector REG: Regular REINF: Reinforcement, or Reinforce REQ: Require, Required RESIL: Resilient RET: Return, Retaining REV: Reverse, Revise, Revision RF: Roof RFG: Roofing RGTR: Reg iste r RGH: Rough RH: Right Hand RHR: Right Hand Reverse RM: Room RMV: Remove, Removable RO: Rough Opening ROW: Right of Way RPM: Revolutions Per Minute RT: Rubber Tile, Right RTR/RR Rubber Tread/Rubber Riser RVS: Reverse Side RVT: Rivet RWC: Rain Water Conductor RWL: Rain Water Leader S: South, Sealant, Supply S&S: Stained & Sealed S&V: Stain & Varnish SACT: Suspended Acoustical Tile SALV: Salvage SAN: Sanitary SC: Solid Core SCD: Seat Cover Dispenser SCH: Schedule SCR: Screen SCUP: Scupper SCWD: Solid Core Wood SD: Soap Dispenser SE: Structural Engineer SEC: Second, Secondary, Security System SECT: Section SEL: Select SERV: Service SF: Square Foot SFGL: Safety Glass SGS: Silicone Glazing Sealant SH: Shelf SHT: Sheet SHTHG: Sheathing SHWR: Shower SIG: Signal SIM: Similar SJS: Silicone Joint Sealant SK: Sink SKL: Skylight SLV: Sleeve SND: Sanitary Napkin Dispenser SP: Standpipe, Soundproof SPC: Spacer SPECS: Specifications SPK: Speaker SPL: Special SPLR: Sprinkler SPM: Sprinkler Main SPP: Skim Coat Plaster Painted SQ: Square SS: Stainless Steel, Soil Stack SSGS: Silicone Structural Glazing Sealant SSK: Service Sink ST: Storm Water STA: Station STC: Sound Transmission Class STD: Standard STG: Storage, Seating STK: Stack STL: Steel STOR: Storage STRUC: Structural STWY: Stairway SUPP: Supplementary, Supplement SUPT: Superintendent SUR: Surface SUSP: Suspended, Suspend SV: Safety Relief Valve SW: Switch SWBD: Switchboard SWGR: Switchgear SY: Square Yard SYM: Symmetrical SYN: Synthetic SYS: System T: Tread T/: Top of T&B: Top and Bottom T&G: Tongue & Groove TAN: Tangent TB: Towel Bar TC: Top of Curb, Terracotta TD: Trench Drain TEL: Telephone TEMP: Temporary, Tempered, Temperature TEN: Tenant TERM: Terminal TH: Thermost�t THK: Thick, Thickness THR: Threshold THRM: Thermal THRU: Through TLT: Toilet TOL: Tolerance TP: Top of Pavement TPD: Toilet paper Dispenser TPH: Toilet Paper Holder TPTN: Toilet Partition TRANS: Transformer, Translucent TRAV: Travertine TRD: Tread TSL: Top of Slab TST: Top of Steel TT: Traffic Topping TTC: Telephone Terminal Closet TW: Top of Wall TYP: Typical TZ: Terrazzo UH: Unit Heater UL: Underwriters' Laboratories UNEXC: Unexcavated UNFIN: Unfinished UNO: Unless Noted Otherwise UR: Urinal USG: United States Gypsum Company UT: Utility V: Volt VAC: Vacuum VAR: Varies VB: Vapor Barrier VCT: Vinyl Composition Tile VENT: Ventilate, Ventilator VERT: Vertical VEST: Vestibule VF: Vinyl Fabric VIF: Verify In the Field VIN: Vinyl VNR: Veneer VOL: Volume VP: Vapor Proof, Vent Pipe VR: Vapor Retarder VS: Vent Stack VT: Vinyl Tile VTR: Vent Through Roof VWC: Vinyl Wall Covering W: West, Width, Wide, Watt, Waste, Water, Water W/: Wlth W/O: Without WAINS: Wainscot WB: Wood Base WC: Watercloset WD: Wood WDP: Wood, Painted WDSS: Wood, Stained & Sealed WF: Wide Flange (structural steel) WGL: Wire-Glass WH: Water Heater, Wall Hung, Wall Hydrant WI: Wrought Iron WIN: Window WM: Wire Mesh, Water Meter WP: Waterproof, Weatherproof WPR: Waterproofing WPT: Working Point WR: Water Resistant, Water Repellant WS: Weatherstripping, Water Stop WT: Weight, Water Table, Watertight WVNR: Wood Veneer WWF: Welded Wire Fabric X HVY: Extra Heavy X STR: Extra Strong YD: Yard YR: Year GENERAL NOTES: 1. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or retease him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission. 2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not shown on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid. 3. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for alt costs associated with, or caused by his failure to comply with this requirement. 4. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution. 5. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shatl bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor's failure to comply with this requirement. 6. 7. 8. 9. 10 11 12 Dimensions are to face masonary walls, face of inetal studs, or column centerline unless noted otherwise. Refer to sheet AAG001 for wall types. Refer to sheet AA601, and aa603 series for door types. Refer to sheet AA604 for window types. Paint all hollow metal doors and frames, exposed steel, lintels, handrails, guardrails, ladders beams, joists, columns, etc. In all finished areas. Caulk interior and exterior perimeters of all hollow metal and aluminum door and window frames. Verify undercut requirements of doors where carpet or other flooring is to be installed. 13. Maximum spacing between gyp. bd. control joints (C.J.) shall be 30'-0". The maximum distance from a corner to a joint shall be 24'-0". Provide control joints between all interior load bearing walls and non-load bearing walls; at all abrupt changes in wall height; at all changes of wall thickness; at pilasters and columns. verify final joint locations with A/E before construction. 0 PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ,,,,.��SR. srv r°"�%,, , :�� , ��i �� ,� �G�STER�. y _ � �- 0 2 - 00033126 STATE OF � � � � 0 �� - .�.�.�.�� ..I_I�i_I.�� KEY PLAN BLDG D SCALE.NTS Developer: P E D C O R �' �e��z � DEVELOPMENT CO. P roject: � � � �� Q � N � � M ._ O � � � � � � �' � � Z .� .� � � — U_ �- � . � � � � � � � i� � ��^U v! � O C� LC� U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS r��s � ��,E��-� ,�h � �TR_�h tir �_�� _ PROPER"'�)FT.�EAR, eGT4��PE.x.,"%F..�_�V�� fNFORMAi O� CONTq NEG tiERE J �:JNF�CEh AL T�' � - AND GSTRIBI, �',ON �':T�-iE i P/ IESI.S N^ BF _'JN� 2 ., PUBLICAT.ON IN �EROGAT'�.0�� F �9MM��N �AW COPV��,r,-T INTELLtCTUA_ °ROGtR'1' RIGFIT �2 7`I-�ER �E�'ERVE,'�i � ' INFORMAT'.ONCOM1 A�NEDNEREiN �NS?'.T�., .H��RI � ,�G UNPUB�JSHEDWORKOFTHEARt,H .iF�t_S�RS"�-�lP - PEDCOR DESIGN GROU� '_L� NO PAR'OR WN�JL� ��??' S i- ,� THESE DRAWiNGS , R THE RES �y� B��I�CiN� <� �., h� ., �R PORTIONS OF THE RESULTtNG BU L� NG OR B- "L� I J�., �.+,i E DUPtICATE�COPIED EXHIBITE O�OGRAP4 D B��S E� MODIFIED OROiHERWISE DISTR BI.TEG IN Afv tiA ✓� "�I FJ.E SPECIFICANOPRIORWRITTrN�OM1SEN'OF EAR ',TE AMES� STUIZMAN AND PEDCOR DESI�N Gr�OVP '�_� G COPVRIG-�- 2G�2 ,iAMES R STUTZMAN AIA. Carmel Indian Bld Set construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: � • Construction Bid Set 0220.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL GENERAL NOTES and LEGENDS Sheet Number: � 1 SHEET 14 OF 139 WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION Rq RNG LISTING RA ING THICKNESS n , CONC. WALL, REF. S-SERIES DWGS. FOR DETAILS 4, IF '#' equals c# - o GREATER Thick-ness in THAN 8" Inches D 4" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING ±40 3 5!8" M4 AND REINFORCING DETAILS - - :;; '' 6" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING ±44 5 5/8" Ms AND REINFORCING DETAILS 2, WHEN ��" COMPLY- � 1{ r�;�>; ING W/ IBC 8" CMU WALL, REF. S-SERIES DWGS. FOR GROUTING 2006, _ + 7 5/8" "A8 �" AND REINFORCING DETAILS SECTION 45 ' 719 AND .r' , � �; 720.3 2, WHEN COMPLY- ING W/ IBC 10" CMU WALL, REF. S-SERIES DWGS. FOR 2006, - +39 9 5/8" M�o , GROUTING AND REINFORCING DETAILS SECTION . , i�f 719 AND 720.3 2, WHEN /�z COMPLY- r �. ING W/ IBC f�� 12" CMU WALL, REF. S-SERIES DWGS. FOR ±39 Miz � GROUTING AND REINFORCING DE7AILS 2006, - 11 5/8" ';' ::;,`` SECTION ,, F 'i 719AND 720.3 2x4 WOOD STUD, 16" O.C. MIN., 5/8" GYP. ON ONE - - +25 4 1/8" W4A SIDE a a�a'� �, 2 wythes of 2x4 wood stud walls: One layer 5/8" type X gypsum wall board or gypsum veneer base applied parallel or at right angles to each side of double row of 2x4 wood studs 16° o.c. On separate plates 1" apart with 6d coated nails, 1-7/8" long, .0915" shank, 1/4" heads, 7" o.c. �! 1 HR WP 3370 45 TO ;� Joints staggered 16" on opposite sides. Horizontal bracing 10 i/4" wann � required at mid-height. (LOAD-BEARING). At shear wall 49 ; locations (see structural drawings), additional layers of + ,` 1/2" plywood are added. Gypsum layers are required to be `- on the outside of the wall design when additional structural io iia° 1" panels are applied and fasteners for gypsum board to be long enough (2-3/8" long or greater) to have the same embedment into studs. 2x4 WOOD STUD, 16" O.C. MAX., 5/8" GYP. ON BOTH 1 U305 30 TO 34 4 3/4" w4B SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305. 4 3/4'� WP 4135 & 2 40 TO 44 2x4 WOOD STUD 16" O.C. MAX. 2-L AYERS 5/8" GYP. 6" wac 4136 ON BOTH SIDES. EFFECTIVELY FIR E BLOCKED. � REFERENCE DESIGN WP4135 & WF 4136. 6" 2x4 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING - - - 4 1/8" wao (REF. S-SERIES DWGS.) ON ONE SIDE 4 1;8" � 2x4 WOOD STUD 16" O.C. MAX. 5/8" - - - EXT. SHEATHING 4 3/4" W4E REF. S-SERIES DWGS. ON ONE SI DE 5/8" GYP. ON � � OPPOSITE SIDE BATT INSULATION (FULL WIDTH) 4 3i4" � 1 WP 3660 2x6 WOOD STUD, 16" O.C. MAX., 5/8" GYP. BD. ON - 6 3/4" WsB BOTH SIDES EFFECTIVELY FIRE BL OCKED. REFERENCE UL DEStGN U305 OR WP3660. 6 314"� 2x6 WOOD STUD, 16" O.C. MAX., 5l8" EXT. SHEATHING 1 WP 3660 _ 6 3/4" �D (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON OPPOSITE SIDE, BATT INSULATION (FULL WIDTH) R-21 HD, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 6 3/4"� 2x8 WOOD STUD, 16" O.C. MAX., 5/8" GYP. BD. ON 1 WP 3660 _ $ ��2�� W8B BOTH SIDES, EFFECTIVELY FIRE BLOCKED. REFERENCE UL DESIGN U305 OR WP3660. 8 112•' WP 4135 & 2x8 WOOD STUD, 16" O.C. MAX., 2-LqYERS 5/8" GYP. � 4136 - 9 3/4" �� ON BOTH SIDES, EFFECTIVELY FIR� BLOCKED. REFERENCE DESIGN WP4135 & WP4136. 9 3l4" 2x8 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, 5/8" GYP. ON 1 U305 �p , OPPOSITE SIDE, BATT INSULATION (FULL WIDTH) - $ ��2 R-25, EFFECTIVELY FIRE BLOCKED REFERENCE UL DESIGN U305 OR WP3660. 8 1/2•' IqC1L\U@SKiOp\tSlqg U IVOt1S@pafc'ai@Q.pla, Uai@ pflfli@Q: WALL LEGEND PLAN VIEW SECTION VIEW BRIEF DESCRIPTION Rq RNG LISTING RAT NG THICKNESS 2X8 WOOD STUD, 16" O.C. MAX., 5/8" EXT. SHEATHING (REF. S-SERIES DWGS.) ON ONE SIDE, BATT INSULATION (FULL WIDTH) R-25, EFFECTIVELY FIRE BLOCKED, 2 LAYERS OF 5/8" GYP. ON OPPOSITE SIDE, AIRSPACEAND MASONRY VENEER USING SEE PLAN METALTIES. IF WOOD STRUCTURAL SHEATHING IS 2 U302 & g 3/4" REQUIRED BY THE S-SERIES DRAWINGS, THEN SECTIONS wae DENSGLASS SHEATHING SHALL BE INSTALLED OVER THE WOOD SHEATHING. REFERENCE UL DESIGN U302. FASTENERS FOR DENSGLASS TO BE LONG 9�4�� ENOUGH TO HAVE THE SAME EMBEDMENT INTO STUDS PER THE U.L. DESIGN. WQF DOUBLE TRUSSES WITH STRUCTURAL PANELS - - - 3 1/2" APPLIED. REFERENCE S-SERIES DRAWINGS. 3 1l2'� W4G VERTICAL LEG OF TRUSSES WITH 5/8" TYPE 'X' - - - 4 1/8" GYPSUM SHEATHINGAPPLIED. REFERENCE S- SERIES DRAWINGS. a va•� sz.sn 1/2" NOMINALAIR SPACE, 2x4 WOOD FURRING STUD - - - 2 5/8" 16" O.C. MAX., 5/8" GYP. ON ONE SIDE 2 1!8" 112' S3.SA 3 5/8" MTL STUDS 16" O.C. MAX., 5/8" GYP. ON ONE - - - 4 1/4" SIDE 5/8' S!8' ssse 3 5/8" MTL. STUDS 16" O.C. MAX., 5/8" GYP. BOTH 4 7/8" SIDES 5'8' 8' 3 5/8' IYV 1 C: HIV HUUCU I i v i nc vvH�� Hc� �NU�c;A I t5 Kt(�UII�ED BATT INSULATION NOMINALLY THE SAME THICKNESS (FULL WIDTH) AS THE WALL STUD FRAMING. INSULATION MAYALREADY BE DESCRIBED AS PART OF THE WALLASSEMBLY. Design No. U305 \1ac ��. 2011 Bearing Wall Rating - 1 HR. Finish Rating - See Items 3, 3A, 3D. 3E, 3F. 3C. 3H and 3I. STC Rating - 56 (See Item 9) l. Wood Studs -Aum 3 bc -1 in. spac� l6 in. O(' ma�. ct(t�ti� cly� firestopped. 2. Joints and Nail-Heads - Juint� co��ered �cith j��int a�m�x,und and papc.� tape. .Toint cumpound and paper tape ma� bc� umitted �nc�n syuare cd_'c txiards arc used :�s an ailternate, nom 3 3'_' m �luck g}psum ��eneer platiter ma�� he applial to the entire surface of Clastd�ui ceneer ba�ebck�rd ��ith the joint, reinli,rccYi ��ith �kiEx.r lape. Aailheads etposul or cocered �� ith juint com�wnd. 3. Cypsum Board* - i 23 in. thick ��r or � in� I,ur�aced. ��1ih hcceled, syuare, or ta red ed es a hed either honzontalh� ��r cc �•� � G� r i e, rt�c� II i m� incls n�ulcd 7 � . )C i� . P� . . � � lil � . ��ith 6d cement a�ated nails 1-� S in I��n_. 0 091> in sh�mk �li.un and 15�(r1 in. diatn heads �\'hen used in �cidths other than -18 in ._� p�um pancl� ure pi be intitalled horizontallc. I�or �� alternate methocl uf attachmcnt �� s� �num p.�nels, rcfcr to Item C, 6_A or (iB, Steel Framing Members*. 1. Steel Corner Fasteners - �Optional� - F��r ux ai ��all ��rncrs. Channel shapui, 2 in I�im� h�� 1 m hi��h �i�t thc back �id� �citl �c�� `t � �� - - - i l 1 in iilc �Ic<i�, protrudiu� into lhe � 8 . in. �ci�3c channcl. I��hn�a�c� Ir�im �-1 ��u��c � alc ,Ir •L � I,n��nrr� .i � i � � I I h�d >ulc t�i thc en�l - - :, „� �� i„. �, �, �, .j . �,•, „�� .,.,�„ , i u � cc _c (n t al n_ t.qxrc� �d_� 1 t �h� _ E. um h�ku�l n�_rc;iler than _ ut from .i , i�,� y �) � u rnu � I c �,um bi .uil ma� , �acin�� I (, iu ( \ail ��i t� � ,i�l � . � .i�cN s i , �, ti d thrc u h t��h -. I I - I o �i � \i� � �• . � , , c' � . � usin_ n� .. bd cement u al�d nail �xr �.i- luur- � rner � ��.ill hoard shall be nailcd to t<ip and h�ittum platc a�in,� \�i (�J ccment cckitcd n.�il, - * - � ( ) i ii � �c • (� Batts and Blankets U n.il }:c� uind hui Itcm 1 i� ( used (, . � { ) 1 iss fiber cir mineral ��ol intulati�m- Placcd �� a�mplctcl� �u partiall� lill Ihc �tud ca��iUcs. A�'hen Ilem 6.1 i, tued. _la,s �iher ur mineral ��x�l f�i,ul:�ti��» ,h.ill Ix ��I,�ced �u complctcl� Cill .., ,�. ,�. � ��. Utc slu�l �a it��. .u�d zhall h� c�um�l t� Ihc s�u�s ^_� in ��uh �laplcs. n iils or screN's. 23. Caulking and Sealants -(n��t shrncn. upt��nal) _A Fxxa� �,f �ir�,ustic��l �cal<mt applicd �uuund thc parti�i��n pcnmc�cr �i�r s��un� cuntml. 9- STC Rating - Thc ti"fC Ratins ��f the �rall asscmhl� i� u� �� hcu it is co��stnictcd as described bc Items 1 throu_h G, c�c�epC \- ltem �, ahocc -Aailhcads �h<�ll hc c��rrc�l �cith jniN ��,m�w�und- � , ic� - ii ti � � �. �. . 13 Itcm _��hi �.� mt. A� �Icsrnhcd. ,hall Ix u� ur�l �c � f . i h li c� lapc an�l j<�int �,m x,m . � id I . i � i�-, . �. .`..,. �i � ('. Itcm _��hc � 13att �md 131ankcts= I hc �.i iU� �� rmc.l f� ih . � tilu 1ti ti c h.ill be frictio n c - . , , „ i, lit �cith R-1 ) uNarc� lih�r,�l.3,-� iu,ulati� n t.�li. mc��.unn_ . 1� in. thick and l�-I -1 in. �cidc � . ) (i ` i�� ` . �, \ . ..c • 1 ( �- ' i. . � 1. I�c�u . a� � t�cl I r�um❑ . luutxn" I x K. I I �li I 1J�� fll' lIS•- 1 . . _ _} � C(� i( d((ctl;ll i i� i� - i� � i� «c �sum t < <u�l k �tu�l� n ci�hcr �icl< < I thc ��all a„cmh � -. I �. . ��. . _ � ti .. , � � I.. llctu K abc t< aulkin�� and . �.il.mts nc t,h� �� n\ Ix:� � �,� . _ 1 1 � .�r�uistical sealant sh�ill �.. ,.i � r `ii �i �ii �i � I ��ipplic� �u� un� lh� �.uuu n perimctcr I� r un�l �� ntn I I ti�ecl ('cirner l a��ener� (I�cm -1). 1 iher ��ira�c�l �ltcm. :\,in�l il� ) an�l ��eel }lanum= \ � h • ti [c 6. ix �c r . s c •� �� i � .� �� . Iun u I m\. n �.dt at�� .i �ihcn�au � 1 � ht.uiun I(' ( ) _ ratin_. ]U. Wall and Partition Facings and Accessories* - f� �ptn�naL V�o� ;ho�cn) -Aomival 1^_ in. thick. � �t u idc ptmcl�. C�r �ipti�inal usc .�s an tul�lilumal la�cr ou �nc �r both sides �. ul thc asscmhh I.tncls at� �chcd in .irc��r�ancc �cith m muli�rturcr� rccc�nuucnd•alious. \��hen the (2N-il(� pancl i� mstalled het�cecn �he n�x� �r.unim_ .in�l the l I (.lassiCied R�psum h�rv�, thc rcyuircd [�L ('la»ilicd �=cp.uni M�t�nl It��cr(�i iti arc hi hc iustallcd as indicatcd as �o ��istcncr h� �c and s�ac�n�� c .�t t , i i_. �� lh.� thc r« i u��l I ,{ E , � { atiteiier Icn,_ih 1ha11 be ,� in�reased b�� a �tunimum of 1_ m. Aot c� aluated ��r inten�c� a. a substilute fur the required la}�er(s) o� L-L Classified (npsum 13oard. 13. Non-Bearing Wall Partition Intersection -(()ptiunal� -�I��vo nominal 2 by� 4 in. studs or nominal 3 bc G in. studs nailed toecther «�ith t«�� 3 in_ I�+ng IOd nails spaced a mas. 16 in. O('. ��ertical(�� and fatitened to �ine siJe i�l the minimum 3 6} .1 in. slud with 3 ii�. long IOd nails spaced a ma.�. 1G in. (X'. �erticallc Intcnertiun hctween partition ��'oud studs to bc; llush ��i�h thc � M-1 in. studs. "�hc �call �k�rtrti��n �i°��d sluds aro to be framed b}� «'ith a second 2 b�� in. «��x� stud tastencd �cith ? in I�mg I Od nails spaced a max. IG in. O('. ��crticall}. AIa�imum �mc n��n-hc<irins ��all partitiun intcrscction per stud cacih. Aon-bcarine ��all pariiti�in ,�ud depth �hall he a� a m�nimum equal t�i the depth oC thc hc��ring «�eilL . Design ro. L�906 Septemtxr 3f), ?1 i I� � Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. ^ ��4a , 1 _... .�..,.. ...._. ..� _ _ _. ..._. � _. � ___. .._ _ � ,.......,.. _ ._ _.... , T- i � � �.___I . � � � � �� . .___ � ..__.. Hor#zQr►tot Seetion 1. Concrete Blocks�` -:V<�minal 6 b� 8 6}� 1Fi in, h��ll�n�� ur solid. Various designs. Classification (3 hr). Allo«�able compressi� e stress �,I 75-F'� uf mas all��361e compre5si�•e stress in accordance ��ith the empirical design methuei. 2. Mortar - Bl�xks laid in full bed u� murtar, num 3 H in. thick, of nol Icss than 2-1/4 and nut more than 3-1 �"? pans ��l clean sharp �nd t�� I pcin Poriland eemenl (proparlioned b}� ��olume) and not more than Sf� percent h�drated lime ib�� cement aolume). Veriical ;o;nts staggered. Design No. U356 March ll. 2011 (Exposed to Fire on Interior Face Only) Bearing Wall Rating - 1 Hr H4R#ZQI�TA� SECTI�N I- Wood Studs - Nom � b�� -t in. spaced if� in. OC �ci�h l��0 3 b}� 4 in. tup and onc 2 b}� d in. buuum platcs. Studs I itci.ill��-bracccl b�� «��io�l structural pancl shcnthing (ftcm 5) . W'henMn °i � �u �" 5 ,i � i ci� I and Fibcr B a�cl. Itcm _ A arc u ntiidciccl as v�� i. btacin 1_� thc 5tids thc ( ) , load is re5�ricled u� 76'7 ��f .ill��°able azial load Walls clJeclicely� fire stopped at �op and bottom of wall. � r i ' _. G um Board - An� Clnssificd K �� yps , 5 m thick, 4 It ��e, upplied erticallt and nailed l�� sluds and bcarin� pl�iles 7 in. OC �cith 6d cement-cotited nail�, 1-7i8 in. lung ��ith li� in. diam hcad- 3. Joints and Nailheads -(I�ut Shc��n) - Wallbuard j�>ints c<x�croel «ith tape and joinl compound. Nail hcads cu��erecl ��ith join� compound. 4. Batts and Blankets'� - Mincral fiber or glass fibcr insulation, 3-1i2 in. thick, pressure e� ��, �� ,., ., � � � «. it t_ t�ll all ca ittes bet een 5tud5 and plutes. Mineral fiber insulation to be unfaced and w hacc a min dcnsit}� ul 3 pcf: Gluss fibcr insulation [o bc fnced ��ilh aluminum foil , - � ,�� . � r I.rall a cr and t� ha c�i nun dcnsit�• of O.y � �� - p p , p�C (�nin R-13 thcrmul instiiluu� n iating). 5,4. Mineral and Fiber Boards'F ,4s an alternate tu Itcm 5-�qin 1 3 in. thick, 41t �cidc sheathing, instnllccl � crtir��ll�� t�� studs. Vcrtic:il ��iints centered ��n studti }�I��rizontul . .� � oints backcd �cilh no � � cx> � m_ h -1 in. � �l bl� ckm�* Auachcd lu studs cm e teriur si�le c� J � I ��all cvith 1-1-�? i�i lung ��alc�inii_cd r<wCint* n.uls spaced 6 in. OC at perimcicr <�I pancls � ;ut�i 1_ in. OC alon�= i � u s s i ntu i i tu�l . As an � uon a�ccalhcr resisli� c a •i� � P b incr m. be a lied u�cr thc Mincral an cr s d Fibcr B aid . PP 6. - Exterior Facro s lnstallc�l in nccordancc �rit 's �. �� h the manufucturct installau� n g inslructions One u1 thc full�m ing e�[eriur faciiigs is t�i be applied �n�e� the sheathing: E Rrick Veneer - c> > �' An� t� c n n� m 4 in. � ide brick � cnccr. Whcn �P brick ��eneer i5 uSCCI, the iating is applicable «ith a�posure un either f.icc. Biick ��cn �c � s � �� t i I.i tcncd �th corru ate� mctal ��all tics uttachcd � i)F � r ti `• �� ci � -c�.�. , . , � �. c hc �ithin_ l �� l titudti ��th Kd nail cr tie: ti s s• c� e accd n t morc P p than cach si�th cr�ursc ol brick and max 32 in. OC horizontall��. One � . � IIL 'cUf S ACC JI 1\ I�l'. .\l. •.\' �1 bet ccn bricl. eneer and shealhin . U � � F. Exterior Insulation and Finish System (EIFS) - I�um 1 in. �r F amcd Plastic* insulati<m bcarin th �� g e UL Classificali m Marking, attached o��cr shcathing and finished ��ith coa�ing s}�stem, ��r Poitland cement or s��nthetic s�uccu s}�stems, in accord�uice «°itl� manufacturer's instruclions. Sec Foamed Plastic (BRYX and CCVW) calcgorics for names of Classified companies. �3. Non-Bearing Wall Partition Intersection -(Optional) T��°o nominal 2 b�� 4 in. slud or nominaL 2 by 6 in. stud n�tiled �ogether �i�ith t��o 3in. long l Od nails spaced a max_ 16 in. OC. verticall}� and fastened to one sidc ot thc minimum 2 by 4 in. s�ud �ai�h 3 in. long 1 Od nails s aced a m• , ti �_ p a� 1 ul OC, � crticall}�. Intersection bct��°een partition «�ood studs to be 17ush ��•ith the 2 by� 4 in studs. Thc wall partition �i�ood studs are to bc tramed b}� «'ith a second 2 b� �l in. «-ood stud I�islened �i�ith 3 in. long IOd na�ls spaced a maa. 16 in. OC. �ertically. Maximum une non-bearing wall partition interseclion per stud cavit}�. Non- bearing �vall partition stud dcp�h shall be at a minimum equal to the depth of thc bearing �iall. � � � � � � � � � � � Design No. U302 � I December 15, 2011 I ` Bearing Wall Rating - 2 HR. / I Pinish Rating - 59 Min. ` Load Restricted (or Canadian Applications - See Guide BXUV7 / I I i6°U.C_ �tUtsrnina( (3imen5ions / �xas � 2 � �-��'� I I � � * �x � ! ��'�p I � / ,4�u �� ' rizontol Sectior� 4 ( Fop an� �ttom of�€1 �ffectiye�y Fi�stBpped I 1. Gypsum Board* - 5/8 Ia [hick, two lay applled either h ontally or vertically. Inner layer attached to I studs with 6tl cement coated nails 1-7;8 in. l0 0.0915 in. �diam and 1/4 in. diam heads spaced 8 in. OC. Outer layer a[[ached to studs over Inner lay with 8d cel�ent coatetl nalls 2-3/8 In. long, 0.113 in. shank I diam and 9/32 in. diam heads, spaced e in. OG Ve � al j� ts located over studs. Vertical and horlmntal ]oints between inner and outer layers staggereA. Exposed j overed with joint compound and paper tape. As an I altemate, nom 3/32 in. thick gypsum veneer plaster be applied to the entire surface of Classlfled veneer basebwrd with the join[s reinforced with paper tape. y um bwrd other than 48 in. wlde must be applied I horimntally. 18. Gypsum Board* -(AS an AI[emate to ItRF 1) - 5/8 in. th applied ei[her horizontalry or vertically. I Inner layers fastened to framing with 1-1!4 In long Type W coarse threatl gypsum panel steel screws spaced a max e in. OC, wlth last screw 1 in. fro�e of board. Outer layer stened to framing with iJ/8 in. long I Type W coarse thread gypsum panel s[ screws spaced a max 8 in. with last screw 1 in. from etlge of I board. When used in widths other tha 48 m., gypsum board to 6e Inst d horizontally, All joints in face layers staggered with joints In base layers. ]olnts of each base layer offset with joints of base layer on opposite side. Exposetl jolnts covered with n[ compound and paper tape, [D. Wall antl Partition Facin s and Accessories' -(AS an alternate to Items 2 through SC) - Nominal 5/8 I in. [hlck, 4 ft wide panels pplied vertically and secured as descrlbed in Item 1. SERIOUS ENERGV I�rypes QuietROCk E5. QuietROCk SD. ` I I 2. Sheathing (2 in. thick exterior gypsum sheathing, 24 in. wlde sheets, T&G edges. Min ight of sheets I 1800 Ib per 1 0 sq ft, min thickness 0.480 In, Attached to stutls horizontally wi[h 1-3/4 in. lon lltl, 7/16 in. diam fla[head galv roofing nails spaced 6 in. OG Vertical Jolnts located over studs and staggeretl between atl)acent s. I 3. Co gated Wall 7ies - 3i4 in. wlde by 6-5,�8 in, long, 20 MSG galv steel. Attached to each stud ��i 2- 3/8 In. long 8d cement mated nails, every sixth course of brlcks. � I Clay Face Bricks - 2-1/4 by 3-3!4 by 8 In. wlth cored holes, laid in full bed of mortar 3/8 to li2 in. thic� I onslsting of [hree parts of dean sharp sanA to one part of portlantl cement (proportioned by vol) and 15 ` percent hydrated lime (by cement vop. 5. CemerKitious Backer Units' -(OOtional Item Not Shown - For Use On Face Of 2 Hr Systems With All ` / Standard Items Requlretl) - 1/Z in., 5/8 in., 3!4 fn. or 1 in. thick, min. 32 in. wide.- Applied vertically with vertical joints centeretl over studs Face layer fastened over gypsum board to stutls antl runners with cement I/ board screws of adequate length to pene[rate stud by a minimum of 3/8 in. for s[eet framing members, antl a `� minimum of 3/4 In. for wood framing members spaced a max of 8 in. OC. � � � � � � � � - - - - � � � � � � � � � � � � �� Design No. L511 I ` December 28, 2012 / Unrestrained Assembly Rating - 2 Hr. I I ` Finish Rating - 71 Min. / Load Restricted for Canadian Applications - See Guide BXW7 I ` .�_ r ; r..ti r :j ) / I I� � � � _ _. .. .�, __ . _ _ ' m � � �� ' � - � � � �N. � ,. � � . � �1 � .y�w, � 1 ,�, � � � _.� � __._�� ...�� _-..___..�_ '� '� � 5`� �3 � -, ; � ��w _ ��. } � ' t ` r f' � �� -Z �.�� 1 � , ,� f , . � , .� _ . _ �. _ .,.. i:i � w... �+` _�; �k7�`� �� { � ____ _ - -- -� . _ I # � � _ _� , . � • } jf , - . __ . „... .. _ _. . � ,, _, _ }. , j t�.__ _� � ._ - -- � ,a � �_,,��..._�_._.._ . � �..-- �� , � �.. t.__-_ I ` � r / 14 17 _ °� � �F� I;�"1! ,-f c- a� F '-� ,G^:.� �. F� ��rr:s� Gw�-J�. �� ti ,;v ��eta�! Cr°�c �a rr J�,r'�, � 1. Floorin 5 stems - The tloorin s stem sh wnsist of one of the f owin : 9 Y 9 Y 9 � � System No. 3 � I Subflooring - Min 15!32 in. thick wood structural p�� els, min gra� "C-D" or "Sheathing". Face grain of plywood or I strength axis of panels to be perpendicular to the jois�ith joint�ggered. Vapor Barrier -(Optional) -Nom 0.010 in. thick com ercial r in-sized building paper. � Finish Floorin - Min 19�32 in. wood structural anels �n ade "Underla menY' or "Sin le Floor". Pace rain of 9 P Y 9 9 � I wood or stren th axis of anels to be er endicular to �oi with -oints sta ered. PY 9 P P P 7 J 99 � 2. Wood Joists - Min 2 6 10 s aced 16 in. OC and effe iveI� fireblocked in accordance with local codes. Y , P ` � ` I 3. Cross Bridging - Min 1 by 3 in. or min 2 by 10 soli�cking` 4. Resilient Channels - Formed of 25 MSG galv steE I, spaced 24 i. OC perpendicular to joists and located 12 in. from � each side edge ot base layer gypsum board. Channe`�/placed with 1: �n. dearance at the ends and fastened to each joist with 1-7/8 in. long No. 7 Type 5 bugle head screws in end dearanc f channels to walls: 3-8 in. Additional channels /''' I n imilarl 60 in. lon laced ad�acent to continuous channel�at end �oints of se�d la ers of sum board Item S z d s I 9, P J 7 Y 9YP � ) Y secured. Channel ends to extend 6 in. beyond e h side of joint. I 4A. Steel Framing Members (Not Shown) �As an alternate to Item 4�furring channels and Steel Framing Members as described below: � a. Furring Channels - F ed of No. 25 MSG galv steeL 2-9 6 in. or 2-23; 32 in. wide by 7,'8 � in. deep, spaced 24 in. O erpendicular to joists. Channels sec ed to joists as described in Item 6. Ends of adjoining cha�overlapped 6 in. and tied togethe�th double strand of No. 18 I SWG galv steel wire ne r each end of overlap. b, Steel Framing M bers* - Used to attach furring channels Qt a) to joists. Clips spaced 48 in. OC. and sec�to alternatin �oists with No. 8 x 2-1-2 in. co�e dr wall screw throu h � , 97 Y 9 the center rommet Furrin channels are friction fitted into di s. RSIC4 di Por use with 2-9j16 � 9 9 P P in. wide furring c nnels. RSIG1 (2J5) dip for use with 2-23i32 in. wi furring channels. Adjoining chan s are overlapped as descri6ed in Item a. As an alternate, nds of adjoining channels ma �verla ed 6 in. and secured to ether with two self-ta i No. 6 framin � Y PP 9 P� 9 n r fl n e af t e screws min '16 in. lon at the mid oint of the overla with o e sc ew on e ch a h 9 P P, 9 I channel. Ad ional dips required to hold furring channel that supports the gy um board butt bints as cri6ed in Item 5. 7 , � � I PAC IN ERNATIONAL INC - T es RSIG1 RSIG1 2.75 . YP , i ) I i � 5. G sum Board* - Two la ers of nom 5;8 in. thick 4 ft wide sum board. When resilient channels Item 4 are YP Y 9YP � ) � used first la er in Iled er endicular to bists with end �oints located over bottom ot �oists. G sum ard attached to Y P P ] ) J YP I � i r i. fr � e d e in the field o he board. Butt o sts with 6d ce nt coated coole nails s aced 1 in. 6 in. and 21 n om each sid e ] P , 9 ed es shall occ under �oists fastened with nails s aced 1 in. 6 in. 15 in. and 21 in. from side ed es o oard and L2 � ] p 9 � 9 in. back from butt ed e. Second la er of sum board secur d to resilient channels with 1 in. lon No. 7 T e 5 bu le 9 Y 9YP e 9 YP 9 I head screws aced 12 in. OC with additional screws laced 3 in. from each side ed e. End �oints of second er offset P 9 1 � from end �o� s in first la er, and secured to both resilient channels as shown in end �oint detail. Screws locat 3%4 in. ) Y ) and 1-1%4 �om side and end �oints of boards. When Steel Framin Members Item 4A are used sheet�talled 7 9 i ) with lon dimensions arallel with �oists. Base la er attached to the furrin channels usin 1 in. lon No. 7 T e 5 bu le 9 P 7 Y 9 9 9 YP 9 head st screws s aced 8 in. OC alon butted end �oints and 12 in, OC in the field of the board. Butted end �oin shall � P 9 ] J be sta ered min 2 ft. within the assembl and occur midwa between the continuous furrin channels. Each end each Y, 9 � Y Isu�oard shall be su orted b a sin le len th of furrin channel e ual to the width of the sum board lu�in. 9YP PP Y 9 9 9 9 9YP P on ch end. The two furring channels shall be spaced approximately 3-12 in. OC, and be attached to underside of th joi with one RSIC4 clip at ea�h end of the channel. Butted base layer end joints to be offset a min of 24 in. in adjac t c rses. Outer Ia er attached to the furrin channels usin 1-5%8 in. lon No. 7 T e 5 bu le head steel screws s aced Y 9 9 , 9 YP 9 P I � i�C at butted -oints and 12 in. OC in the field. Butted end -oints to be offset a min of 8 in. from base la er end �oints. J ] Y J utted side �oints of outer la er to be offset min 18 in. from butted side �oints of base la er. J Y J Y � 6. Pinishin S stem - Not Shown - Vin I dr or remixed �oint wm ound a lied in two coats to �oints and scre � 9 Y � ) Y, Y P 7 P , PP J � � heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an altemate, nom. 3!32 in. �thick veneer plaster may be applied to the entire surface of the gypsum board. � /*Bearing the UL Classification Mark I r� � � � � � � � � � � � �• System No. HW-D-1001 Assembly Ratings 1, 2& 3 Hr (See Item 1) L Rating At Ambient Less Than 1 CFM/LIN Ft L Rating At 400 F Less Than 1 CFM/LIN Ft Nominal Joint Width - 4 In. Class II Movement Capabilities 25% Compression Or Extension 1. Floor Assembly - Lightweight or normal weight reinforced (100-150 pcf or 1600-2400 kg/m3) structural concrete. The hourly rating of the joint system is dependent upon the min thickness of the floor as tabulated below: Min Thickness of Floor, Assembly Rating, In (mm) Hr 2-1/2 (64) I 1 3-1/4 (83) 2 4-1/2 (114) 3 2. Wall Assembly - Min 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 3. Joint System Max separation between bottom of floor and top of wall (at time of installation of joint system) is 4 in. (102 mm). The joint system is designed to accommodate max 25 percent compression or extension from its installed width. The joint system shall consist of the following: A. Forming Material* - Min 4 pcf (64 kg/m3) mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4 in. (102 mm) and installed edge-first into joint opening, parallel with joint direction, such that batt sections are corr�pressed min 50 percent in thickness and such that the compressed batt sections are recessed from each surfac;e of the wall as required to accommodate the required thickness of fill material. Adjoining lengths of batt to be tightly butted with butted seams spaced min 16 in. (406 mm) apart along the length of the joint. FIBREX INSULATIONS INC FBX Safing Insulation IIG MINWOOL L L C Sa(ing Insulation/MW ROCK WOOL MANUFACTURING CO - Delta Board ROXUL INC SAFE THERMAFIBER L L C- Type SAF B. Fill, Void or Cavity Material* - Min 1/2 in. (13 mm) thickness of fill material installed within joint on each side of the wall, flush with each surface of wall. SPECIFIED TECHNOLOGIES INC - Pensil 300 Sealant �Bearing the UL Classification Mark HWD1001 GYPSUM WALLBOARD, WOOD STUDS L One layer 5/e" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 1�/s" long, 0.0915" shank, �/a" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. (LOAD- BEARING) , e Thickness: 9'/i' Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52 UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301); UL R4024, 10-31-68 Sound Test: NRCC TL-93-261, I RC-I R-761. 3/98 GA FILE NO. WP 3660 GENERiC 1 HOUR FIRE GYPSUM WALLBOA RD WOOD STUDS One Iayer $/e" type X gypsum �h�allboard appAed at right angles to each side o# 2 x 6�.vo�d ---- ��--� °-°- studs 16" e.c. with 2Va" Ty�pe S or W drywall scre�rvs 7" o c. �-� Vert+cal joints staggered 16" o.c., horizonta jomts staggered 24" o.c., on apposite sides_ �ested af 5,�5b Ibs per stud or 100 percent of des:gn #oad. (LOAD-BEARtNG) ...... ... � ... .. _. I 3r " � rickness. 6 a Approx. �Neight: 8 psf F,re Test: iTS ,;99-22441 2. 10-99 GA FILE NO. WP 4135 Z HOUR GENERIC 40 to 44 STC - FtRE SOUND GYPSUM WALLBOA RD WOOD STUDS $; ,� + __ ... .. .. .. .. ... .'__ 3 ' i ; � Y � frn� - er a, e X surn va Ibca d� � r Base .a 3sum �renee ba I _. se aa ,ec at r ht Gn les ie ___ .� ___. Y YP 9Yp ,�I , p g g � ..�ith 6d coatad nails_ �e �on 0 �785'shan,k, d __ ._ ... � _ . __ . - each side o� x 4 �voo,. stu s� o � ?�r �_ �, " � n^ g �� s, / r ^eads �ti o c Face �a er s h � k � suir, ., .. ��al .,aard or �� sum ✓ene , b 5 Y �'P �Y P e ase a � �d 9>P PP , . � . .,,. .._ _i t �; „ t ., 3. ,. a, .�gli, angles to eac7 s�de �� th &d :oatru naiis, 2 ie fong, G.'00" shar7�. ,c teeads, 8" j �� ._._.� _ _ _. Joints s*aggered 24" each iaYer ar:d side Sound tested ��ith stu�s 16" o.e, ano ��vith ^aiis �� _�� ___ � �_` � � P - f,r ase a_r s�ace.. E o c. LOAD BEA c b RING Y � � � hiCkness: 6�1s" Apprex 'Neight 12 �sf �nPi � ';7 - F: � L . .I � �: E5`•.: ` a1 J. � � 4 P a „6� �" . � _ � So�€nd Test tiGG 2363 u 1, G GYPSUM WALLBOARD, LVOO� STUDS Base :ayer Sie" tgpe X gypsum wal board or veneer base applied para:le: ar at riqh# angles to each side of 2 x 4 waod stuGS '6° ac. evith 1 Va" Type W dry��vall scre�ros i2° o.c. Face layer S�e" h�pe X gypsum +�valiboard or veneer base applied paral:el or at ri�ht angles to ,„ each side �njith 1��a Type VU drywail scre�vs "2" o.c and offset 6" from scre•n;s in base layer. Joints staggered 16" each (ayer and side. (LOAp-BEARtNG) -.__ . ___ -_ _ _..._.. . _ , -------- __ . _ ._..... __........._. �� r � � �� i , �._ � ' _... � � .. � ..�. Thickness: 6Va" Approx. Weight: 12 psf Fire Test: SL'VRI Q1-5920-614, 12-5-94 Sound Test: See WP 4135 (NGC 2363, 4-1-7G') � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: �S��R��S�T�v,;,,�� , ii �� ; :� ��,�ST ER�, y � O %i s � = 00033126 ST,4TE OF � � � L� � � �� l��.��.�.�� .��.�.��.1_I.�.�� KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �, �Vi��i/%Z � DEVELOPMENT CO. Project: � � � � � � O � � Q � N v �M .� � � W � � � � � � � � ■ � ■ � � � U - � n , W ■ � � � � � � � � � � U v / � O � �M / W U COPYRIGHT & OWNERSHIP OF DOCUMENTS TFIO DO NEN� �SAN N'R�MENT F .RV. ,E � '�F F r� � PROP_RLV �F hEARCH EC. AIVC U(, 1R uE. ti '� r � ?a in,FORro,aTioNC�N NECHeRS�N c N eti�n ar, - - a 1 - ANDD�OTRIBL,��ICN �OOTHERP R 8 S, �9 ��0 4�_ �r r - PUBLICAiIJNINCER� ATIONOF,. MM�N'�AN R �. iNrEr��- a� R, _Rr��rs �oTHeR�E R�E � H -r r „� INFORMA�.I�NCONTAINE ER�I. N IT� �S H rJR.INA A��~� ' TF p = C uNFUe��isHEC ��v..,RK �F yE ar�cw .!�i_s R r,^,�; a.,� PEDCOR GESIG� GRO��P �,.� NO AR �R WHOL OF . IS � SI -"v THESE DRAWINGS OR HE RESULT NC' _� L�71NG'JR B wiNGS .,rc r'ORTIONS OFTNE RESULT�NG 3UILCING OR °U�.�� N AA� -,E uUPLICATED COPIeC EXHIBITEG. PMO GRAPHE P B I" r-- v V i MODIFIEC�OROTHERWISEDISTRI6l.T �fvAV WA N O.' SPECIF'CAND PRIOR WRI'TEN �ONSEfv. �F THEARGH E '.h �� G ST�TZMANANDPEDCORDESIGNGROUP LLC OO �.OPVRIG�? _._ JAMES R. S7UTZMAN AiA. Carmel Intl ana Bid Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: WALL TYPES and LEGENDS Sheet Number: �� SHEET 15 OF 139 � � � � � � � � � � � Design No. L529 Design No. L516 DeSign No 11L577 I Design No. N634 Design No. P522 '°'° °s, Z°" Ma�ch2o,2oi2 NER-258 � nyIINF r.Fnricir.ennN� pIRECTORY / LEGACYREPORT Reissued July 1, 2008 U�' ` Unrestrained Assembly Rating - 2 Hr. April i2, 20iz Renhainetl Beam Radnpa i, i iiz, e�d a n.. (see xcem �) Unrestrainetl Assembly Rating - 1 Hr. Fmish Rating zz M��. Unrestrained Assembly Rating - 1 Hr. ��e=z�a �ea �am Ra�,�o= l, l l�Z a�a 2 H�. �5� I�am» UnrestraineA Assembly Rating - 1 H� Load Resiricted tor Canadian Applica[ions sce cuide axuv7 Design No. L563 I Load Restricted for Canadian Applications - See Guide BXW7 I BXUV.L563 _ _� _� ` , Finish Rating - 25 Min (See Items 3 0� 3A ) ^ Loatl RestricteA for Canadian Applications See Guide BXUV7 Businessrfla,�iorel Office � 535J WaWnan Mil Road, Wh�er. Caliane 90601 �(562) 6930543 ~' �"�, � � J � ICC Evaluation Service, ��1C. R � (j � f ��' � I f R I Load Restricted tor Canadian Applications - See Guide BXUV7 egiaql Office � 900 Montdair Road. SuAe A. Birmingham. Alabama 35213 ■ 205) 5939800 Fire Resstance Ratin s- ANSI UL 263 £! � i C.\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed 4/3/2013 � � ; Future Veteran s Way - - r._._._._..�.�._._._._.�;._.�._:_._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.�._._._._._._._._._._. ._._._._._._._._._._._._._._._._._._._._._._._._._.�� . , � _ _ _ _ . . _ _ � !rt _ __ . __ . -�� _�, - , � � � .: �� _. , � . _ _ _ _ _ _ _ . . . �, , �� ; � A�... _w_ _ _ ___ __ _ _ __ _ . . . _ _ . . _ _ � _ _ _ _ _ . � 4.,� ...._. .� 1 �� .� �� . , _ _ _.. :f.... . _._.. .:: . _ _ _ _ _ _ _ ._.. _....... . ._. ... _._... _ ...... ....... _ , - _.. _. . _.... _ _ __ . .. ... _, . _ .: f, - - . _. �: _.... ..... .., {,_ , , : , „ .... � �. � ,. , __ _... _ _ . _. _...... _ _ _ _. _. � , , � � � . . �, � � . _.,, � , , � � _ ,; � � � .. � ,, � —... .. __ _ r .._...... , , % ! ; ; ' ' _ _ _. . . _._ . � ; _ �: � � , .� , . ...., �.�� . ..w _ -; , . , : . . ��N �� . ,, .. _ �. _ __� .:.. , :; _. _ ._ ___ _ _ _ , _� __ �. �. . ,� .... , ", . __. 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REFER TO SHEETS C200 AND C300. �. �� ' ._._._._._.-.-.-.-.-.-.-.- -._._._._._._._._._._._._._._._._._._._._._._._._._.-.-.- __ ___ _ __ _ LEGEND SITE LIMITS OF THE BUILDING PROJECT � � � � � PARCEL 73 PROJECT •• •• • PROPERTY LINES AND ROW LINES —•—•—•—•—•—•—•— CtOF STREETS ■ �e cr.ai F� �� _ �n� _ __ _ _ � an � � 0 10' 20' 40' PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`�� a u � � u u u w k u�� u ii ,,,, ��, STU r?�''''%%, ��`� �G�sTERF �yZ r � � _ 00033126 - STATE OF ; : :. fNDIANa :.� �� ,-=t � 0 __- ..�fi�� KEY PLAN BLDG D SCALE NTS Developer: P E D C O R �, �C/I�1��!/l//" � DEVELOPMENT CO. P roject: � � � �� O � � N � � M U �o ._ � a� � � � � � � � ` ■� .� � � � U_ �- ._ � � � � � � L�'( � O �V � U � O � �i , V °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS 'H,J'�OCJMENi',54h NSTRUMEh" JF SERI , - " _ P�20PER YO .HEAR HITECTA'vC .�C:>R 5 h 4�� __ INFr�RtiATIONCON AINFDHEREN S �h�iG N P '� '- A��D CI TR B 7�0!v O� hER =AR ES S'JO B N _ � P'�BLCA fvINC ROGA�IpNOF 041MONLAV Ri.� �N � E ECTUA' , ROPERTV RIGhTS OR O HE� R ER� ��ir rS a��_ 'NFORMAT,ON�ON�AINECHERE� OhST,T'„ ES R. �a ?N� JNPJB ItiNED'hORK� FTHEARCH ��AtitE R �_n? PEGC.�R DESIGN GROUP L_C Iv ART OR WHCi '�� THESE DRAWINGS OR TuE RESL N BU"�Ci� R _'v . PCr2T'rN ' OF THE RES� ING B� Dlhr . p g N N� DUPi ICATED COP E� X B?E �H T� rRAPN F' F. � MODIF�_D OR OT�ERW SE S-R J A Jv � c � � . SPECIFIC AND PRIOR WR E:v ONSEN �� OF HE AR � ?, �E� � STUIZMANAND�EDCORGeS:GNGRO_P ��,: 0.,.�� ___ JAMES R. STUIZMAN. AA. Ca�mei. ndana Bld Set construction Documents Set Issue Date Sheet Issue Date 05.15.2012 � Drawn B Checked B Y Y EJD,JLS,JAW,AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL SITE PLAN Sheet Number: �� t EET 17 OF 139 � U in 5 A91 / � �,_8�� r1 / / � i = ,",' ;' Y, './,� �� . i� i: � SECTION 11 SCALE:3/8" = 1'-0" T/ WALL STEPS SEE ELEVATIONA91l4 #4 @ 12" O.C. T/ BRICK LEDGE STEPS SEE ELEVATIONA91/4 #5 @ 8" O.C. #5 @ 12" O.C. FLOODLIGHT z z� °ww �_� C� w � U � RAMP AND CURB STEPS (LOWFST) �� #5 @ 12" O.C. (12) #5, 1/2 T&B � ,� `, , � ...... ASSUMED LOCATION OF STORM SEWER �INE SECTION C(`AI F• 3/R" � 1'_(1" 6 A91 � /� ; , , � �' � � ;: ;. � , '; . ' ' �� 1 �GLR. > � � , , ; �� , -�. LIMESTONE CAP #4 @ 12" O.C. #4 @ 12" O.C. THRU WALL FLASHING W/ ; � TERMINATION BAR � �� 6�_2�� SECTION 1 0 SCALE:3/8" = 1'-0" #5 @ 12" O.C. #5 @ , 2�� o.�. RAMPAND CURB z � �� (8) #5, 1/2 T&B #5 @ 12" O.C. T/ WALL STEPS SEE ELEVATIONA91/4 T/ BRICK LEDGE STEPS SEE ELEVATIONA91/4 T/ FTG STEPS (LOWEST) rEPs ATI ON A91/3 _EDGE STEPS ATION A91l3 EPS 'ATION A91 /3 i �. �� ; �� II II RAM P FOOTI NGS 2 SCALE: 1 /8" = 1'-0" � I� �� RAM P 1 SCALE:1/8" = 1'-0" RAMP SECTIONS/ ELEVATIONS SCALE: 1 /4" = 1'-0" CURVED CONCRETE RAMP WALL FLOODLIGHT CENTER OF LIGHT LENS 3'-0" AFF MIN. DETAIL 7 SCALE:3/4" = 1'-0" CONCRETE WALL BACKER ROD AND SEALANT EXPANSION JOINT MATERIAL CONCRETE RAMP AND CURB DETAI L $ SCALE:3/4" = 1'-0" \\PCCDC\alldatalMS\DESIGN\PROJECTS\CARME� CITY CENTER\CCC Drawings\CCC Construction Doc\Building DiD.CAD\D.Modules\SITE\SITE revised.pin, Date printed: 3l29/2013 DRIP IN LIMESTONE (BOTH SIDES) DETAIL crni F� �ia�� _ DETAIL SCALE:3/4" = 1'-I LIMESTONE WALLCAP S.S. DOWEL SET IN EPDXY BACKER ROD AND SEALANT SEALANT (TYP.) THRU-WALL FLASHING SEALANT TERMINATION BAR THRU-WALL FLASHING FILL CAVITY BELOW FLASHING SOLID W/ MORTAR BOND BREAKER 91 �9� FACE OF BUILDING D 25�-s sia° �o-a° 27'-3 3ia" BRICK VENEER LIMESTONE WALLCAP 84225' -_. _ .__ _ T/ WALL _ .. _ _ _ - . 840.93' : �. . __.. . _ __ �� _ _ _.. . _ _ _ - _ _ _ _ 8�K - - T/ WALL __ ._ .... : _ _ __ _, -__ _ _ 839.62' _ , , , _ - - -. _ T! WALL ...: ... . ..._._ _. .._.,.,:_ .. .,._.,... . ,_ ...;..,w .. . . ......... . . . ..... _ ,....,.,.. . . ,..,;.... . , ...,..� ..,.. .. .. , ...;.�.,_ _.....,., . ... . .. ._ ... ... .." . .:.-. . . -�_.. � , _ _ . _�...:.. ., . _.... .�_ _ .. ::". ---- ..---- - -- --- - � :- . _ .. --- -.... --- - _ _ . __ . �. 838.97, _. , _ � �� Tl BILEDGE , � � � _ , _ �� 837.65' , : ' _ ` _ _ . — � � . ,: _� _., .. _: Tl B/LEDGE , � � ° . _. _ �.._ � .. _. _ � aas.sa� ;..,.. ......�. �,` .. .__ �� ._ �.._. _ � .., F :�......... � � �� GRADE BEYOND - -� 837 00' _..�. _ _ �...,,. , T! B/LEDGE �� - 35 �2' g3sQO� PARGED CONCRETE g�a �, GRADE BEYOND 6" REINFORCED FLOODUGHT SURFACE ' '-� CONCRETE RAMP --- IGHT LENS CENTER MIN. __ . i � �$33:HfY -�� — — — — — z _ � —___ z a3zroo�- TREN H DRAIN� o RAMPCURB — — — _ _ _ � _ � — — _ _ o 830.50' -' N Tl FTG '� � ; � ' �� — — _, _ 828.50' T/ FTG $265°' FLA TENED ELEVATION T/ FTG INSIDE FACE OF MP (LOOKING NORTH & WE T) inace� RAMP SECTIONS/ ELEVATIONS cr.ni F� va�� - ��_m� � 1 ��_..._.37�zn�r��....... �==�TEPPED FOOTING REF. STRU�TUT�AL— _ DRAWINGS — — — CURVED RAMP �a 829 A9' :�� 2soo' TRENCH DRAIN — _ 827 00� _ _ E 1 � Isa225' T/ WALL I � 838.75' I T! B LEDGE I � I � � I � I I � � 826 42' I T/ SLAB I 824.50' I T/ FTG � � ` .� !s s PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: By: ,, , , .. � � � � � , s T v T � � , , , ��C'��G\ S T ERFO 9Z � 00033126 ST,4TE OF //�%i.,. /N�IANa � ��' �9R�� -�-ct'�:�Y -� _�--�, � � � � � � � �� : � � �- - ..- \-��/ • � '��', I.i �i �s t's - � � •• • ' • - � � � � � � O � � Q � N v �M .� � � W � � � �, � � Z ■� ■� � � — U _ �- � -- � � � � � � � � m o U Cn �' O � � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS -H'.5 G'.JC�;�tEh.? ISP„N INSTR'JMEM1T �F SE�V'C.=S-�,�:. " - ?r�OPERT�'�F-.,EARCH'��E � �JPE'�� ES.�ti � - - INFCRMATi'Jh �ON"A'NEG HFRE��M1 S - K�F_N-�iA'_ � AN� CJIS�R:6'„TIOti'�70?rER °ARTiE°!S VC"� B� '� � -_ -� PU5�ICAT'.CN �N DE�OGATiON OF ��h�M�V LAv� C�="R.G�' IN7ELLG�:'-'��qL pROPERTV �iGr-S ^n';T�E� RESER\�G :'v�..� - _ INFQRh"A-I'J�'J��I�TAINEJ�titREIN�,.�NS`� ��?_ST^E�R'��VH��-'�._ UNPUBL'SHEGvVO4KOG �'-�.FP�C^I�e� _�AM1�S�2 5.�.,'��,:A� + - �E'JCOR DE-SG� �ROU= � VC ��+R?7�',NNJ�.E �=-� c ��c� _.. THESEDR�NI�J.c � ' �4ES��'NG3 :��e �1�� _- ?/JR`�ONS ��F . E R SUIT NG BV� C�� R -- ��uPL'.CATEG�� - -XH.. _ J_� � _ _ -_ �y. MODIFIEG OR f HEFW Sc J S. R'BU'E� 4W �la`�1ti -- SPECIFiCANv PRIOR \NR"-EN �ONSENT OF-�IE qR�-�-E�- _::?.'�� _ STUTZMANAfvD PE�JC(JR �ESIGN GROUP L�_�� C C��RiGHT ��.: „AMES R STUTZMAN AiA � mel Iroiana STATE RELEASE SE1 Set Issue Date Sheet Issue Date 05.15.2012 a2 zo � s Drawn By Checked By DJS, JAW ��XV/V ast evision ate: 3tate Release Set 02.20. Project Number: NASH BUILDING Sheet Title: RAMP PLANS AND SECTIONS Sheet Number: � �� 1 SHEET 2 OF ; �%/�� / /� � / � / / / � � �� „ �i � � %////. � ► � LIMESTONE WALL CAP S.S. DOWE� SET IN EPDXY +6'-8" T O MASONRY BACKER ROD AND SEALANT THRU WALL FLASHING MASONRY VENEER WALLTIES 8" BOND BEAM 8" CMU BRICK VENEER FILL CAVITY SOLID WITH GROUT DETAI L WALL CAP (MASON RY WALL) 1 O SCALE:11/2"= 1'-0" i,_5„ 3 5/8" 1 1/8" 7 5/8" 1 1/8" 3 5/8" �NRY VENEER _ TIES K VENEER �U �AVITY SOLID IGROUT J WALL FLASHING � DETAI L PRIVACY WALL BASE � � / SCALE:11/2"= 1'-0" � 2 X 6 BEVELED CEDAR CAP 2 X 6 CEDAR TRIM BEYOND 1 X 2 CEDAR TRIM 2 X 4 CEDAR PURLIN 1 X 8 CEDAR TRIM 1 X 6 CEDAR TRIM DETAI L TOP TRI M 12 SCALE:11/2"= 1'-0" \\PCCDC\alldata\MS\DESIGN\PROJECTS\CARMEL CITY CENTER\CCC Drawings\CCC Construction Doc\Building D\D.CAD\D.Modules\SITE\SITE revised.pin, Date printc�d: 3/29/2013 � .• _ __ _ . __ _ _. _ _ . _ _ _ _ P T MASONRY WALL BEYOND. _...� ,... � �� .:. . _._ r� _....... . ��.. _ � .. �,, ,. . ,.,s , � � � t� i , 4" DIA POSTS, PRE-GALVANIZED STEEL, POST � ` - �' � � � ` ' � � �' ;r� POWDER COATED BLACK. CAPPED ENDS. . ; : ; � . � ., _.. .an _ _ . _ . ...._ . _ � � � � � � � � � � � � �` � �� GATE FRAME BEYOND ro �. � N O � � � � ; ;� ' CANTILEVER ROLLERS. ', _ - , � ; TO BE DETERMINED BY GATE _ CON�'RACT.CJR. . . ._._ . ___ ._ __ __ ;�North Elevation of Gate (Typical of 2) SCALE:3/8" = 1'-0" � . . � �....�.... .. �� C�,� ��h �lo�i��i�r� �f (��o E:3/8" = 1'-0" i ca I of 2 GATE PANEL 1 1/4" x 1 1/4" RAILS, PRE-GALVANIZED STEEL, POST POWDER COATED BLACK 2" x 2" VERTICALS, PRE-GALVANIZED STEEL, POST POWDER COATED BLACK. CAPPED ENDS. 3/4" x 3/4" PICKETS SPACED 2-3/4" oc, PRE- GALVANIZED STEEL, POST POWDER COATED BLACK. TOP ENDS SHALLA FINIAL. SPACES BETWEEN PICKETS SHALL HAVE 14ga. SHEET METAL PRE-GALVANIZED STEEL, POST- POWDER COATED BLACK, BETWEEN HORIZONTAL RAILS. SEE SHADED AREAS. 1 1/4" x 1 1/4" RAILS, PRE-GALVANIZED STEEL, POST POWDER COATED BLACK n w u�n �r� r��r�r r�r�r �ni �inr.��rr� nrrr� n�nT South Elevation of Gate - Gate Frame (Typical of 2 5 SCALE:3/8" = 1'-0" BRICK VENEER COLUMN BEYOND 12 ,,� •� A92 BRICK VENEER PRIVACY � WALL BEYOND � � ""' `��"��" '""" 2XaCEDARPURLIN � BRICK VENEER ROWLOCK � - BRICK VENEER ; � ' ' ' 4" CONCRETE BLOCK PRIVACY FENCE SCALE:3/8" = 1'-0" 3� 2 X 6 CEDAR TRIM BEYOND 1 X 6 CEDAR TRIM 1 X 6 CEDAR TRIM 2 X 4 CEDAR PURLIN BRICK VENEER ROWLOCK 4" CONCRETE B�OCK BRICK VENEER FILL CAVITY SOLID WITH GROUT DETAIL BOTTOM TRIM SCALE:1 1/2"= 1'-0" +84I'-4" sea level Relative to Building Finish Floor =+8'-7" GATE PANEL , GATEFRAME 4" DIA POSTS, PRE- �' GALVANIZED STEEL, POST POWDER COATED BLACK. CAPPED ENDS. 0 n �� `� � ' � ve to t3uildmq Fin 1, 1/2" � 3" � to Building Finish Floor =-4'-8 3/8" ', � 3�_�„ Gate & Wall Section SCALE:3/8" = 1'-0" �•J 10 A92 � I �� 11 A92 �� i m .�?�� MASONRY WALL, BRICK VENEER AND 8" CMU. CANTILEVER ROLLERS. (3) #5 REBAR, CONTINUOUS. / � LIMESTONE CAP BOND BEAM, GROUTED SOLID MASONRY VENEER WALLTIES BOND BEAM, GROUTED SOLID BRICK VENEER CONCRETE BLOCK FINISH GRADE PAVEM ENT L 3'-0" �, PRIVACY WALL 3/8" = 1'-0" � GATE WALLS/ SITE WALL APT. 101 SCALE:1/4" = 1'-0" � PRIVACY FENCE SCALE:3/8" = 1'-0" =NEER COLUMN �AR PURLIN =NEER ROWLOCK =NEER RETE BLOCK PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: By: \\ ,.,,,•,� �. sT u TZ��%.,,,,, .�� ST�RF ��2 Q- 1 00033126 STATE OF % 'tiflia�a : //�''��i,,.'qRr� �i-rc('�.�. --,._,.�- �.,. � � � � � . �, � �� : � � �- - ..- \.��/ • � �i� � �, Ii I'i � �, , � . . • � � � �� NO I..L � N C� � M U � ._ o � W � � � �"� � � Z ._ ._ ,� � - U_ �-^` W ■ � � }� L � � � � oU V ! � O � V , U � COPYRIGHT & OWNERSHIP OF DOCUMENTS 'HISDOCLM1I�N� �5?.N�NST��hIEN?�F , RViCESAN = PROPERTVOG—r.EAR'�MT TANG°EG,.�RuEB�G�� R 'P � INFORMATIONCONTAINEDF�ERE'.��C9NF��ENTAL I SS BMISSi�ti AND DISTRIBU710�V Tr� CTHER PARTIES i. N�T T:; �E � N�. �� = P�BLICHTION IN DEROGATION OF COMM1��N _4si'�OFVR�G^Trt�� iNV � ec. un Ro eRrv Ri T �R o NeR Res�RVe � a��_ NFORMATION CONTA tvED F'ERE Iv .�NST T. E TrIE �I ti ,N� uNPUBL�SHED IhORK F T-+E ARC'M �. ECT JAh E� S' M 4� A�D PECCOR DESIrN GR�u. � NO PAR: OR WHP E C 5 5 �V THES � RAN�.NrS � RTH� RE �.N Bl.l DINr iRB L�I � �R POR � IONS JF T'iE RESULT,NG BU�DiNG OR BUILD.VG� M?V B� ouPUCnTeo coP��,en ExHia, �, E� aHOrorRaPr+eo � a� sN �� MODIFIeD OR OTHERWISE G S i R�BUTED N ANV WAV 1N F^ � ��E SPECIF�CANDPRIORWRITTENCONSEN7JF MEARC�+ T AM��,� STU7ZMANANGPEDCORDESiGNGROUP �_�C O �OPVRiGH?20�3 JAMES R STL'IZMAN, AIA, Carmel Indian STATE RELEASE SET Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By DJS, JAW JAW ast evision ate: 3tate Release Set 02.20.13 Project Number: NASH BUILDING Sheet Title: GATE ELEVATIONS, SECTIONS, & DETAILS Sheet Number: �� SHEET 3 OF 3 .� CONCRETE FLAT WORK PLAN NOTES 1O ISOLATION JOINTS: REFERENCE S-SERIES DRAWINGS FOR JOINTSAROUND ISOLATION COLUMN. FOLLOW DIMENSION OF STRUCTURAL DETAIL, U.N.O. O EXPANSION JOINTS @ CURBS: SEE DETAIL D2/A501.STEP AND CURBS (MIN. 4"- MAX 7") O CONTROL JOINTS: REFERENCE S-SERIES DRAWINGSAND E1/A501. O FLOOR DRAINS: �OCATE DRAINS BASED ON JOINT DIMENSION, U.N.O. O5 EXPANSION JOINTS @ WALLS: SEE DETAIL E2&E3/A501. O ALIGN JOINTS TO FACE OF WALL OR CURB. O CONCRETE COLUMN COVER, SEE FLOOR PLAN FOR OTHER NOTESAND REFERENCES. O ALIGN JOINT TO HANDICAPPED RAMP JOINT. O9 4'-0" BOLLARD, SEE FLOOR PLAN FOR OTHER NOTES AND REFERENCES. � STEP � SHADED AREA OF SLAB WORK TO BE EXECUTED AFTER THE ELEVATOR PIT POURED WALL IS I LAi SEE THE ELEVATOR PIT STRUCTURAL DETAILS IN THE S-SERIES DRAWINGS. � FLARE CONCRETE SLAB UP TO WALL � � _� c� A -. � A.2 - AMP - �o`o � o� 2 � �� --- .�.4, --_- -.6 _ _� B3 � ,:�A:S�� - -�-�-� so �j � ., �„ 16'-4 7/8" I ,,;`..._� ... � 3 �A31 Sl` � 3� �i; i l I' �I �I � ; '�E - - -,� - - �; � I �i� B5 31 i - - - - - - i - - - �----------- � � ��-. � �- �-- GENERAL PLAN NOTES 1. SEE SPECIFICATION SECTION (03 3300) FOR CONCRETE SLAB. 2. SEE SPECIFICATION SECTION (03 3300) FOR DETAILED INFORMATION ON CONCRETE SEALERS. 3. DO NOT USE CURE AND SEAL UNLESS SPECIFICALLY DIRECTED BY THE ARCHITECT. 4. ALL EXPOSED CONCRETE SURFACES IN ELEVATOR PITS TO RECIEVE FINISH AS NOTED. 5. GRADE _ -12'-3" = 826.50' 2 ♦ CONCRETE FINISH LEGEND AOTROWEL FINISH OB TROWEL AND FINE-BROOM FINISH (PREPARATION FOR APPLIED FLOOR FINISH) STEEL TROWELAND MEDIUM BROOM FINISH, �O REFER TO SPECIFICATION (03 33 00) FOR DETAILED WORK. OD WATERPROOFING SURFACE SEALER OE HARDENER SEALER 2.3i (3) (3.7) (4) (4.5 / � �aai ,� �s" � �: , ,� y st _ � z ' ,s 2�', 1 �' 2 � 1 ` 1��: .��3_._�. :_�� .__.� �__ � 2 � 2 � ,,� � �A30& 30 "``A307 �A307'�`�130� A30$ �-A308 �A30Z A307 I 30 � � I � � i �° i�� `�� i ' � i� � I� � � � � � I i� � I � I �� I I I � I � I 12 I I I I I I - - - - - - - - - - - - - D5 �M. - - -; - - 50 I I II I I � I I I � I- �- I-- I I I I � I I��-+- � D � H � l � 5i (6 � 204'$ 1 /4" ,� � � . .�....:�. � � ,.`:.�2.��:: A30f 30 3Q "�30f .y -, � � . �� I� � I I � -.�.-.�.-.-.-._.-.-.-.-.-.�.- I I I 24 �, I -- ---T- �-- PARKING LEVEL PLAN NOTESi 1O TRENCH DRAIN BY PLUMBING CONTRACTOR. T.C. _-12'-5" (826.34') O2 6" DIA. GALV. AND PAINTED BOLLARDS. TWO BOLLARDS (4'-0" APART) CENTERED AT EACH PARKING SPACE ON THE WEST SIDE. SEE DETAIL B3/A501. O3 18" DIA x 4'-0" HIGH CONCRETE COLUMN COVER. REF. DETAIL 15/S301. 4O FLOOR DRAIN BY PLUMBING CONTRACTOR. LOCATION IS DIMENSIONED ON DRAWING F4/A100. O ROOMS "MONON TRAIL LOCKER RM. ALT." AND "MONON TRAIL TOILET ALT." ARE ALTERNATES. INCLUDE LEVEL 3 FINISH ON DRYWALL W/PRIMER DOORSAND ELECTRICALAS INDICATED ON E.C. DRAWINGSAS BASE BID. COST BREAK OUT FOR BALANCE OF ROOM FINISHES, PLUMBING, CARPENTRYAND ALL OTHER ACCESSORIES BY ROOM. O6 48" x 30" x 12" H. CONCRETE ISLAND FOR ENTRY CONTROL PEDESTAL. REF. 2/A310. 7O 6" DIA. GALV. AND PAINTED BOLLARD. ALIGN FACE OF BOLLARD WITH FACE OF DOOR ROUGH OPENING. SEE DETAIL B3/A501. 6.5 ( 7 ) 7.4 O8 4" PAINTED STRIPING STALLS (YELLOW). O9 4" PAINTED HANDICAPPED STRIPING STALLS AND SYMBOLS (BLUE STRIPING AND SYMBOLS WITH WHITE BACKGROUND). 10 PAINTED ARROWS (YELLOW). 11 PAINTED ZONE STRIPING, SPACED 24" (YELLOV�. 12 REFERENCE S-SERIES DRAWINGS FOR FOUNDATIONS. 13 PAINTED NUMBERS, 12" TALL. BLACK CHARACTERS ON WHITE BACKGROUND. 14 AREAWAY 15 DOOR ACCESS CONTROL FLUSH IN WALL. REFERENCE E-SERIES ^ DRAWINGS. ( 1 �'6� NEW RECESSED FIRE EXTINGUISHER CABINETTO BE INSTALLED IN WALL AT THIS LOCATION WITH TOP OF CABINET AT 54" AFF. PAINT TO MATCH ADJACENT WALL SURFACE FIRE EXTINGUISHER CABINET TO MATCH RI III I�INC; STANI�ARI� I1N1 FSS N(�TFI� nTHFRWIRF 8� 8.6 n 9.4 t� � 2 � 2 1 1 3 �� 2�,. 1�., � 2 �� ... . 30 307 307 30 30 �A307 A30Z I 30 I � � � �� ;.' i I i li i �i i � i� I I I I � I I � 12 � � I � I � I 12 I I I I _. 4 -.-.-.-.-.- -. - _.-.-.- -. -.-.-.- �.-.- D5 IM. 1 � I 50 I � I I I � I 1 I � I � � � N � j II , I I , . n. . �tSUILUIIVI� J IHIVUHKU, UIVLtJJ IVV I tU V I I"ItKVVIJt. NEW SURFACE MOUNTED FIRE EXTINGUISHER W/ MOUNTING DEVICE AS SUPPLIED BY MANUFACTURE. 12" DIA. DRAINAGE HOLE THROUGH CONC. SLAB. EXHAUST FAN, REFERENCE MECHANICAL DWGS. ALUMINUM FIXED FIN LOUVER, REFERENCE MECHANICAL DWGS. �6'-0" PRECAST CONCRETE PARKING BUMPER. PROVIDE AND INSTALL HANDICAPPED SIGN LIKE DETAIL 22/C600 OWITHOUT THE "VAN ACCESSIBLE" PORTION. INSTALL ON THE WALL INLIEU OF POST. �PROVIDE AND INSTALL HANDICAPPED SIGN LIKE DETAIL 22/C600 WITH THE "VANACCESSIBLE" PORTION. INSTALL ON THE WALL INLIEU OF POST. 24 PROVIDE AND INSTALL SECTION OF ENVAC PIPE AS PART OF PARCEL 9- 54 GARAGE AND RAMP PROJECT. REFERENCE DETAIL D3/A501 FOR WALL PENETRATION. 9.7 10 �1 1 � � �A30$� 30 � � r� � � �� I I � I I _I.-.- -.-.� � I �� I � �I� ,�Y I I + � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \,,,,.•��SR. sruTz°%.,,,,, ��`G\STER�� 92 � 00033126 ST,4TE OF : _ ��!DIAN�' : � � � � ,-� - - - - - � HrR i i � .- 18 ' �� L1 , 24 BENC'H � � i � � - � �.. � - � � ----_;� 4 STR-1 � � � � ; � � � � �/ �", 4 � � �ocKER I 1 000e � d RATOR � � w ER� ' I �' I � � Ma ELE . ACH. 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A304 I I A304 A303 A303 A303 i I I I � � � � : ' 5/8" : � � � � : � 13' F1 231 -2 231'-2 5/8" PARKI NG LEVEL PLAN SCALE:1/8" = 1'-0" � � � CONCRETE FLATWORK & FINISH PLAN F4 SCALE:1/8" = 1'-0" � COPYRIGHT & OWNERSHIP OF DOCUMENTS � U' : UMEN" ?��NST�uM1E� �: -5�4� E�.1ti � _ �ROPER'V OF THE AR',:HiTEC' A�G � GC�R ES -- - V �K'_ __ INFO�MAT'ONCOM1,A�NE��H='�EiN��S:�ON�iDEN A,. '�TS � - AND'�ISTR'� BJT',ON TO OTNER PAR'IEE IS N0- T� 5= =!'ti�-�_-E-`'.� PJBUCA'ION IN DEROGATIJN OF �r�MMON'�AW �^O"�'��-- INTE.LECI�JA��ROP�RT� ��GMTS OR OT�ER R=SER�'=�= " INFORMATION CONT41M1E� �!ERFIN CONST'�'l.� i ES?��E �R'� �-��h'A�� UNP��.B�ISHEDWORK��FTUEqk.-HiTGCT _PPI _.' �"'J'- 4 � - PEDCOR DFS Gti �>ROU� � . VC �Ar�":JR 'F-.�. --- E �r THES RA�M�,�w � LRES � �.'Jr � �R 2� � :_ POR Olv�c rG'HE RFSVL-'�NG B� DING ��R ILD�.IVGS M1^�" 3F DU°LCA'E� C�P�.ED EXH'.B�'G� �HOT�r�c.1--E� �- _ MODIFIEC� OR 7THt21NISE :JiS'TR�-BJ�E:; I��' A��Y eNP� :: n��'�.;' T^� SPECIFICAND�RiORWR'�TTE!��.ONSENTO�-HEARC�-+i'E� .iAht=S�2 STU7ZrAANANDPEDCORDESIGNGROJ�'_�� OO �;CPVRiGrT=��'� JAMES R ST, UIZMAN. AIA, Carmel InrJian' Bid S2t construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: PARKING LEVEL PLAN Sheet Number: � SHEET 21 OF 139 1 GENERAL NOTES� �. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or release him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission. 2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not sho•,�n on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid. s. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for all costs associated with, or caused by his failure to comply with this requirement. 4. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution. � 2.3 3 5. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shall bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor's failure to comply with this requirement. 6. ALL DIMS. TO EXT. WALLS ARE TO OUTSIDE FACE OF SHEATHING. STRUCTURAL DRAWINGS ARE TO OUTSIDE FACE OF STUD. 7. ALL DIMS. TO INT. PARTITION WALLS ARE TO FACE OF FRAMING. 8. ALL DIMS. TO EAST/ WEST DIMISING WALLS ARE TO CENTER OF WALL ASSEMBLY. 9. TOP OF FIRST FLOOR = 0'-0" = 839.50' (NOT INCLUDING FLOOR FINISH THICKNESS) 10. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. 11. REFER TO SHEET A002 FOR WALL TYPES. 12. REFER TO SHEET A601 FOR DOOR TYPES. 13. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WA�L. 14. PAINTALL HOLLOW METAL DOORS AND FRAMES EXPOSED STEEL HANDRAILS AND GUARDRAILS. 15. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. 16. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. 3.7 � � 4.5 5 17. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS, ATALL ABRUPT CHANGES IN WALL HEIGHT, ATALL CHANGES OF WALL THICKNESS, AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 18. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. 19. ALL WOOD FRAMED WALLS SHALL EXTEND TO DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 20. DO NOT SCALE DRAWINGS, CONTACTARCHITECT IF SPECIFIC DIMENSION IS NEEDED. 21. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 22. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENTAND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW OF AESTHETIC PURPOSES ONLY. 23. APPLY SEALANT ATALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND ATALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 24. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTA�LATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE XXX FOR DETAILS. 25. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL PLANS. CONTACTARCHITECT TO COORDINATE ISSUES. 26. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALLAND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. 27. TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE X ON THE OUT SIDE FACE OVER STRUCTURAL SHEATHING. O 6.5 7 7.4 PLAN NOTESi O1. ALIGN FINISHED FACES. O2. PRE-MANUFACTURED STAIR. O3. NEW RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALLATTHIS LOCATION WITH TOP OF CABINETAT54"AFF. PAINTTO MATCH ADJACENT WALL SURFACE. O4. ENVAC WASTE REMOVAL CHUTE. O5 BIKE RACK. (ALTERNATE) O6. STANDARD DOUBLE TIER LOCKERS WITH RECESSED LATCH. (ALTE RNATE) 07. FIBERGLASS WALL BOARD FROM FIN. FLOOR TO +48". O8. PLASTIC/VINYL CORNER GUARD. O9. DOOR ACCESS READER. REFERENCE E-SERIES DRAWINGS. 10. RECESSED MAILBOXES. SEE ENLARGED PLAN & A3/A415 ELEVATION FOR LAYOUT OF WALLAND MAIL UNITS. O1. ADA LAMINATED WD. BENCH AND STL. PEDESTAL LEGS. O (ALTERNATE) 12. WALK-OFF MAT. 103. EXTENT OF FRP BOARD. 104. INTERIOR DEMISING WALL NOT TO BE INSTALLED. PROVIDE UNIT O PRICE PER WALL. 105. REF. DETAILS E2/A110AND E3/A110 FOR DIMENSIONAL CLARITY. 16. DOWNSPOUT, REFERENCE ELEVATION SHEETS. TERMINATE D.S. INTO DRAIN TILE; REFERENCE CIVIL DRAWINGS. 17. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. ALL OPENINGS IN THIS WALL MUST BE WRAPPED WITH A 2 HOUR ASSEMBLY REFERENCE F5/A602. HEADERS Tll l"If 111'1TI/"�IIT A/�/�II�I("�T1/�IA11 T/11"11"11 ATr["� T/I"11/"�AI : : • O • , TO BE UP TIGHT AGAINST WALL TOP PLATES, TYPICAL. 18. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. INFILL OPENINGS W/ 1- HOUR RATED WALL PANELS AND FIRE TAPE AT WALL JOINTS. TENANT O SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. 1�. KNOX BOX. U 200. ENUNCIATOR PANEL. 21. ATTICACCESS PANELABOVE, REF. DETAIL C3/A506. 202. REFERENCE SHEETA90 FOR LOW WALLAND SITE PLAN INFORMATION. 2O3 PROVIDE A 28" WIDE BY 32" HIGH OPENING IN THESE 2X8 WALLS. REFERENCE THE S-SERIES DRAWINGS FOR THE REQUIRED HEAD DETAILS WITH JAMB AN CRIPPLE ASSEMBLIES. HEADS ARE TO BE (4) 2X12'S. TOP OF OPENING TO ALIGN WITH THE TOP OF STOREFRONT OPENINGS. OPENINGS SHALL BE WRAPPED WHEN 2-HOUR RATED (INDICATED BY THE LIFE SAFETY PLANS) PER DETAIL F5/A602. 24 USE W4AATTHE EAST WLL OF THE ENVAC SHAFT IN LIEU OF CMU. REFERENCE THE A400 SHEETS FOR MORE INFORMATION. 9.7 10 SECOND FLOOR SCALE:1/8" = 1'-0" C\Users\design2\Desktop\Bldg D Nonsepareted.pla, Date printed 4/3/2013 � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\\\\\\\\\��o`��s � � � i i i i i i� � i�ruiZ ��/`i ��.STUT .,, '''% �� S�t' �C,A S T ER� �-9 � ,Q- � 0 2- _� 00033126 = �_ STATE OF _5 --.__-- � � � � 0 �� . .Il�f_��i "� KEY PLAN BLDG D SCALE.NTS Developer: P E D C O R �' ��x � DEVELOPMENT CO. Project: � � � `�� (� � O � � N � � C'7 U � ._ o � �� z ._ ._ �- U� �= _ �, -- � � � � � � � � W rO^ V V J � O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS `r+.�5 JOCUMENT ISAN'-4S'4 �h^.EN' _R� -' " ' - PROPERTV.�F'HEARC Tt'��`AND= iR�ES�� '��_�� - INFORMATIONCON�AINED�r'ERJNIS �f�F'JENT'.A - ANDD!S'REU?IpN-COTNERPARTIE ^JC�-`.9F ,•'�3;E.-�q�� PIiBL�.CA'iON iN GEROGAr'�ON OF COMMON .AW ��F�4� �� IN?ELLEC'UAL Pr�OPFRTY RIG�TS OR O-hF.R RESERVED 7iC:.,-� ii�FORMFTION CONTA'NED HEREM1' CONS?'�T�,:TES TNE �RIGIVP_?'vG UNPLIBLISHEDWORKCFTHEARCHI'ECT JAh+ESR S�'�-ZM1'A�: + - PEDCOR DESIGN GROUP � � N^ PART�)R W-IOLG O�F-��:� ;��` TNESE �RAW!NGS OR T�IE RESI,L-'�NG B'JI ��NG O� B�..�'��C �ti ��' ':.rt PORTIONS CF -HE RESULTING BL:�"��iNG OR Rl!'�'�_G'IN�E h"Av �=.� DUPLiCA'ED.COPIED EXH'B�.�'EC -HOT'�,Rqoy�.^ � - �5� S�_� MODIRED GR OTHEF2WISE �iSTR.BJTED ��h,'vN`! WAY�V'-NO.,T`-'E SPECIF!CAND PRiOR WR'T7E�': CONSENT OF THE PR��i-c�` _qM�= n STU7ZMAti ANG PEGCOR DESIGN GRCUP L�C C,-^ C7PVRi ,1-? 2�.3 JAMES R STUTZMAN, AIA Carmel Intliana Bld Set construction Documents Set Issue �ate Sheet Issue Date 05.15.2012 Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: SECOND FLOOR PLAN Sheet Number: S� � 1 ,� SHEET 23 OF 139 .� � � � A.4 '' A.5 }- i � � 1 GENERAL NOTES: �. Nothing set forth in these drawings shall release any contractor from his responsibility to provide appropriate quantities, field measurements, dimensional stability, installation, anchorage, and coordination with other trades; or release him from his responsibility to identify and resolve deviations from the requirements of the contract documents, or free him of his responsibility to alert designer to errors or omission. 2. Contractor shall utilize these drawings in conjunction with the specifications to determine the full scope, intent and requirements of the project. Specifications and drawings are intended to be complementary, not mutually exclusive. Work shown on the drawings but not listed in the specifications, and work described in the specifications but not shown on the drawings shall be interpreted as though work were fully described in both places. The higher quantity, higher quality, more labor intensive and overall more stringent and more costly requirement shall apply unless otherwise clarified in writing prior to bid. s. Each contractor shall verify in the field all existing applicable conditions and dimensions shown on the drawings and as pertinent to the intent of these drawings. Any discrepancy discovered shall be brought to the attention of the designer prior to the commencement of any work affected by, or related to, such discrepancy. Each contractor shall be responsible for all costs associated with, or caused by his failure to comply with this requirement. a. Each contractor shall review all portions of his work, before starting the work, to verify that the work will not prohibit completion of the project as intended in these construction documents. All questions shall be referred to the designer for resolution. 2 2.3 3 s. Each contractor shall field verify all existing applicable conditions and dimensions shown on the drawings. As pertains to the intent of these drawings, contractor shall bring to the attention of the architect and designer any discrepancies discovered prior to the commencement of any work affected by or related to such discrepancy. Each contractor shall be responsible for all costs associated with or caused by that contractor's failure to comply with this requirement. 6. ALL DIMS. TO EXT. WALLS ARE TO OUTSIDE FACE OF SHEATHING. STRUCTURAL DRAWINGS ARE TO OUTSIDE FACE OF STUD. 7. ALL DIMS. TO INT. PARTITION WALLS ARE TO FACE OF FRAMING. 8. ALL DIMS. TO EAST/ WEST DIMISING WALLS ARE TO CENTER OF WALL ASSEMBLY. 9. TOP OF FIRST FLOOR = 0'-0" = 839.50' (NOT INCLUDING FLOOR FINISH THICKNESS) 10. ALL WORK SHOWN IN THESE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE BASE BID UNLESS NOTED TO BE BY ALTERNATE BID. 11. REFER TO SHEET A002 FOR WALL TYPES. 12. REFER TO SHEET A601 FOR DOOR TYPES. 13. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 14. PAINTALL HOLLOW METAL DOORS AND FRAMES EXPOSED STEEL HANDRAILS AND GUARDRAILS. 15. CAULK INTERIOR AND EXTERIOR PERIMETERS OF ALL HOLLOW METAL AND ALUMINUM DOOR AND WINDOW FRAMES. 16. VERIFY UNDERCUT REQUIREMENTS OF DOORS WHERE CARPET OR OTHER FLOORING IS TO BE INSTALLED. 3.7 4 4.5 5 17. MAXIMUM SPACING BETWEEN GYP. BD. CONTROL JOINTS (C.J.) SHALL BE 30'-0". THE MAXIMUM DISTANCE FROM A CORNER TO A JOINT SHALL BE 24'-0". PROVIDE CONTROL JOINTS BETWEEN ALL INTERIOR LOAD BEARING WALLS AND NON-LOAD BEARING WALLS, ATALL ABRUPT CHANGES IN WALL HEIGHT, ATALL CHANGES OF WALL THICKNESS, AT PILASTERS AND COLUMNS. VERIFY FINAL JOINT LOCATIONS WITH A/E BEFORE CONSTRUCTION. 18. A MINIMUM CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOOR STRIKE JAMB ON THE PULL SIDE FOR DOORS ON AN ACCESSIBLE ROUTE. 19. ALL WOOD FRAMED WALLS SHALL EXTEND TO DECK ABOVE AND BE PROVIDED WITH FIRE STOP SEALANT UNLESS NOTED OTHERWISE. 20. DO NOT SCALE DRAWINGS, CONTACTARCHITECT IF SPECIFIC DIMENSION IS NEEDED. 21. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 22. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE DESIGNER FOR REVIEW OF AESTHETIC PURPOSES ONLY. 23. APPLY SEALANT ATALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL, AND ATALL COUNTERTOPS AND BACKSPLASH JUNCTURES. 24. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF TOP LAYER OF SOUND ISOLATION SYSTEM AND NEW FLOOR FINISHES AS SCHEDULED. SEE XXX FOR DETAILS. 25. COORDINATE CLEARANCE AND ACCESS FOR MECHANICAL UNITS WITH MECHANICAL PLANS. CONTACTARCHITECT TO COORDINATE ISSUES. 26. CEMENT BOARD TO BE USED IN ALL SECTIONS AND PORTIONS OF WALLAND CEILINGS W/ TILE FINISH. SEE FINISH PLANS AND REFERENCE CEILING PLANS TO COORDINATE FINISH LOCATION. 27. TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE X ON THE OUT SIDE FACE OVER STRUCTURAL SHEATHING. - 243'-11 5/8" I 243'-1 3/8" � 6 6.5 7 7.4 PLAN NOTES: 1O. ALIGN FINISHED FACES. O2. PRE-MANUFACTURED STAIR. O3. NEW RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALLATTHIS LOCATION WITH TOP OF CABINETAT54"AFF. PAINTTO MATCH ADJACENT WALL SURFACE. O4. ENVAC WASTE REMOVAL CHUTE. O5 BIKE RACK. (ALTERNATE) O6. STANDARD DOUBLE TIER LOCKERS WITH RECESSED LATCH. (ALTE RNATE) 07. FIBERGLASS WALL BOARD FROM FIN. FLOOR TO +48". O8. PLASTIC/VINYL CORNER GUARD. O9. DOOR ACCESS READER. REFERENCE E-SERIES DRAWINGS. 10. RECESSED MAILBOXES. SEE ENLARGED PLAN & A3/A415 ELEVATION FOR LAYOUTOF WALLAND MAIL UNITS. O1. ADA LAMINATED WD. BENCH AND STL. PEDESTAL LEGS. � (ALTERNATE) 12. WALK-OFF MAT. � 103. EXTENT OF FRP BOARD. 14. INTERIOR DEMISING WALL NOT TO BE INSTALLED. PROVIDE UNIT O PRICE PER WALL. 105. REF. DETAILS E2/A110AND E3/A110 FOR DIMENSIONAL CLARITY. 16. DOWNSPOUT, REFERENCE ELEVATION SHEETS. TERMINATE D.S. INTO DRAIN TILE; REFERENCE CIVIL DRAWINGS. 17. REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. TENANT SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. ALL OPENINGS IN THIS WALL MUST BE WRAPPED WITH A 2 HOUR ASSEMBLY REFERENCE F5/A602. HEADERS T!l QC I ID TI(_I..IT A(_AIAICT 1A/AI I Tll� DI ATCC TV�I/'`/�I : :. O ., TO BE UP TIGHT AGAINST WALL TOP PLATES, TYPICAL. 1� REFERNCE S-SERIES DRAWINGS FOR LOCATIONS OF WALL OPENINGS IN INTERIOR LOAD BEARING WALL. INFILL OPENINGS W/ 1- HOUR RATED WALL PANELS AND FIRE TAPE AT WALL JOINTS. TENANT C SIDE SHALL BE A MINIMUM OF LEVEL 4 FINISH. 1 KNOX BOX. C� 20. ENUNCIATOR PANEL. \J 21. ATTICACCESS PANELABOVE, REF. DETAIL C3/A506. 22. REFERENCE SHEETA90 FOR LOW WALLAND SITE PLAN INFORMATION. � 23 PROVIDE A 28" WIDE BY 32" HIGH OPENING IN THESE 2X8 WALLS. REFERENCE THE S-SERIES DRAWINGS FOR THE REQUIRED HEAD DETAILS WITH JAMB AN rRIPPLE ASSEMBLIES. HEADS ARE TO BE (4) 2X12'S. TOP OF OPENING TO ALIGN WITH THE TOP OF STOREFRONT OPENINGS. OPENINGS SHALL BE WRAPPED WHEN 2-HOUR RATED (INDICATED BY THE LIFE SAFETY PLANS) PER DETAIL F5/A602. C� USE W4AATTHE EAST WLL OF THE ENVAC SHAFT IN LIEU OF CMU. 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'MEtiT AV h TR M1 �.�F SER� N� I E 5 ' T N PROPFRT� �r T� AR � A �� E � ti� _ c7 wF RMaT �N c. N a tiEC �e�ew . onFi e n� s -�ti ANC DIS R B'�TI'�N T� THER ?AR -£ N YC�v ,. '�'�BL AT(Jf�;IfvJER GA I'JNnF f�MMOM1 AV .� 'NTE��ECT�A� PRJPERTV R:r S R T�ER R S R� �� _ INFORMPTIOh CONTAINEUHERE'v N T� E� E��R ti� " UNPUBLISHE�WORK THEARC T �AYES� J 41A 4ti�� PEDCnR DESIGN GRJI.P � LC NO PAR OR tiH 7F � E ,'� THESE URAW NGS OR THE r�ES� N B'„ �If� rJR �� h_ .�R PORTIONS OF?HE RES'JL71Nr g� .NC OR 3.' u h.,s MA" 5t DUP: I� ATED COPIED EXHigI H 7 RF, HE� . �BLISN � MODIFI DOROT4 RWISEDIS RI6��. G�NPV �f4Y� ��T OL H� SPECIFI„ANG PRiOR WR'TTEN CJNSEN OF TH R H�, AMES R STJ �MANANDP DCORDESI('N ROUP �� O COrYRG 2C'3 JAMES R STUTZMAN, AIA. Carmel, i�d�an � Bld Set construction Documents r n � Set Issue Date Sheet Issue Date 05.15.2012 - - - - --�� Drawn By Checked By �J EJD,JLS,JAW,AJR JAW ast evision ate: � • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: THIRD FLOOR PLAN Sheet Number: � ` t C:\Users\design2\Desktop\Bldg D Nonseparated pla, Date printed 4/3/2013 �SHEET 24 OF 139 1 0 � 2.3 3 3.7 0 4.5 10'XH. 2X WD. STUD INFILL BETWEEN TRUSSES � 2X BOT. PLATE BELOW -� 3/4" PLYWD. SHEATHING OVER NE1/!/ WX FRAMING � 3/4" PLYWD. PLATFORM OVER WD. STUD JOISTS AT 24" O.C., REF. S- SERIES DWGS. � ' � I 1�1 ��-_---=-==-l�l D4 �� 50 (I� DOUBLE WD. � � � TRUSS, REF. S- � I( SERIES DWGS. � �' � 'I4 --------�---- I i PAINTED STL. LADDER,SECURE LADDER TO 2X WD STUD FRAMING I �, , I PLATFORM OPENING II II �� " �I II �� I il FIXED LADDER PLAN DETAIL 3/4" = 1'-0" 5 0 � 0 P�7 c� z z w � � O � � 0 � H Q � � WD. TRUSS, REF. S- SERIES DWGS. 6'X6'-8" OPENING OPENING IN WD.TRUSS WEB, DESIGNED BY TRUSS MANUF. 7.4 : ATTIC PLAN NOTES: 1O FACE OF TRUSS ALIGNS WITH FACE OF BRICK BEL OW. 2O FACE OF TRUSS ALIGNS WITH TYP. ADJACENT FACE OF BRICK, ROOF OVER BUILD OUT PIER BELOW WILL BE STICK BUII.T. 30 FACE OF TRUSS IS INSET 3/4" FROM FACE OF BRICK PIERS BELOW, AND CREATES SOFFIT CONDITION BETWEEN PIERS. 4O FACE OF TRUSS ALIGNS WITH FACE OF LARGEST BRICK PIER BELOW, AND CREATES SOFFIT CONDITION BETWEEN PIERS. 5O THIS AREAABOVE BUILD OUT PIER WILL BE STICK BUILT. 6O ENVAC SHAFT BELOW. VENT PIPE PASSES THROUGH TO ROOF. 7O ATTIC ACCESS HATCH FROM CORRIDOR BELOW. 8O CENTER OF DOUBLE TRUSS ALIGNS WITH CENTER OF DEMISING WALL BELOW. 9O. AREA OF ROOF TOP AIR CONDENSOR'S ABOVE. 10 1-HOUR RATEDACCESS SHAFTTO ROOF TOP UNITS BY FIXED STL. LADDER. 11 R-49 BLOWN-IN INSULATION. 12 WALLALIGNS WITH WALL BELOW. 13 DOOR LOCATED BETWEEN WD. TRUSSES. REF. DOOR SCHED. FOR DETAILS. 14 DOOR LOCATED WITHIN WD. TRUSS CONFIGURATION. TRUSS MANUF. TO DESIGN TRUSS CONFIGURATION TO ALLOW FOR DOOR OPENING. 15 2-HOUR RATED ELEVATOR VENT SHAFT, SEE MECHANICAL DRAWINGS. ATTIC GENERAL NOTES� A DIMENSIONED FACE OF TRUSS DESCRIBED HERE IS NOT BEARING POINT OF TRUSS. B DASHED RECTANGLES SHOWN IN SOFFIT REPRESENT SOFFIT VENTS. :. 0 .� 9.7 10 1 1.2 1.8 2 2.4 2.9 3 3.8 3.9 4 4.2 4.4 5 5.3 5.7 6 6.6 6.7 7 7.2 7.3 8 8.2 8.5 9 9.3 9.8 10 0 ��Iil�� ATT I C F 2 SCALE: 1/8" = 1'-0" P LA N � � � A.2 A.4 A.5 O� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: \ \ \ \`\ \ `\�S � �� 5 i T i � r r � Z � / / / // ' : � �G�SrfR�, y - cl- �- O 2 1 00033126 STATE OF % �NQIAN� : ��''iii,,.'9Rr'u rr-G C.�-i� � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �" ��n�x � DEVELOPMENT CO. Project: � � � �� O � � Q � N � � M O � � � �1 � �' �' � � z ._ ._ U � `� = - �� -- � � � � � � � � m O v C� � O � � U � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS C;OCUMENT iSAI�' iN5?RUti1EhT ^.F SERViCESaN_� ��'-E S^LS �ROPER?YOF-NEARCHITEC?ANCPEGCORDES�.�f��l.- � �NFORMATIONCONTAIN=D��+E�EiN��SCONFI6ENTA_ �- ��.:3V�SS��h AND DISTRIBUTION TO OTHER ?ARTIES iS VC? T�: BE "` � �_ ._ PUB�I�A?ION IN DEROGATION OF �OMMON �A\N COP��',��:^: T �.NTELLECT�AL PROPERr' RIGHTS OR CT,ti=R RESE�7VEi; 4!Gr.-� c '�.NFORMATION CONTAINED HERE'�N'.:ONST�.T'JTES -HE �R'.GiNP.L AN;, JNPUBLISHEC WORK O� THEAr�C��' ' �P.^rE� 4 S� -".:a� lati= PEDCOR DESIGN GROUP LLC NO PARTOR J�/N0_E:iF�� . ��._S��^, ?HESEDRAWINGS�RTHER_SJL'�.NG3V'_CiNGD�g��I��INC� �� OR?IONS OF THE �2ESU�TING BU'�'_DING OR B�I�Gti�S �4IAV E_ DUPLICATED. COPhED EX�IBITEG PHOT�GRAPhEG F,;B_iSHEC MODIFIED OR O?HERWISE DISTRIBUTE� �NAN`!'NPY WIT�-O��?'H= SPECIFICANDPRIORWRiTTENGONSENTOF?NEARCH�rt�T _Ah9ESR STL'7ZMAN AND PEDCOR DESIGN GROJP LLC O COFVR'G�T 2G'�2 JAMES R STUTZMAN. AIA Cafinel. Indiara Bld S2t construction �ocuments Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS. JAW, AJR JAW ast evision ate: Construction Bid Set Parcel 9-54 Bid Package (� Parking Garage and Ramp � 02.20.13 02.20.13 Project Number: NASH BUILDING Sheet Title: ATTIC FLOOR PLAN Sheet Number: t L SHEET 25 OF 139 � b SECTION DETAILAT MECH. LOFT F 1 SCALE: 3/8" = 1'-0" .� � __ A.2 - - A.4 � 202 A.5 - - � � � � � �Q31Q :,' I 1 � i 3 30 �� I� ..�._ 2 2.3 3 \ WD. TRUSS, REF. STRUCTURAL DWGS. - 2X6 WD. STUD FRAMING FOR DOOR 1/2" PLYWOOD � BACKER ROD AND SEALANT HOLLOW METAL FRAME HOLLOW METAL FRAME BEYOND HEAD DETAIL E 1 SCALE: 3" = 1'-0" 3.7 4 '� 4.5 DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15# FELT PRE-FINISHED METAL ROOF EDGE FASCIA SHEATHING, WITH SELF- ADHERING UNDERLAYMENT AT ROOF EAVES, EDGES AND LEDGES. REF. STRUCTURAL DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15# FELT MTL. FLASHING CONTINUOUS CONCEALED BUTYL MASTIC BED UNDER FLASHING PRE-FINISHED METAL GUTTER, OPEN AT ONE END FOR DRAINAGE. GUTTER AT DOOR LOCATION ONLY WRAP TOP, BOTTOM, AND SIDES OF DOOR ALCOVE W/ EPDM MEMBRANE METAL DRIP ATTACHED TO FRAME SEE SCHEDULE AND FRAME TYPE ELEVATION PRE-FINISHED METAL ROOF EDGE AT CORNER DOOR LEAF 5 � � � � � � � � � � � � � � � ,µ� � _ ,� 65 I"2 . y. 2 � y 2. y, : � . 1 I 3, . � " �` 2 � 2 2,; r, �, _ _ . .� _ _ _ _ �._. ... ..._ __ _ _ � - - - y - � - � 1 31 �A306 A30$ 30 ��A307% �A307 ��30 ��A30$ •A30$ �A307 '�A307 30 �A30fy 30 30 „_ - , ,<,, � ,, .rvm fa, ,� ,� . ,,� � I � I I � �I I � � � � � � � �� I I � I F3 � I I I I I I� I I I � ` � I � i 201I ii i i I I I � I I � I I I I I I � I _.- �.-._.I- -- - - - -��.- - - - - - - �- - - - - - - - - - � - - -� - - - -.L.-�- - - �- - DOOR LEAF -� HOLLOW METAL FRAME BEYOND - THRESHOLD SET IN ASPHALT MASTIC -� 3/4" PLYWD. DECK BD. +40'-11 " `,.,. _ ,,, 2X6 WD. PLATFORM JOIST, REF. S-SERIES DWGS. WD. TRUSS, REF. STRUCTURAL DWGS. 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INFILL TRUSS WEB W/ 2X BLOCKING AS REQ'D FOR DOOR FRAME SUPPORT 3/4" PLYWOOD, EXTEND 2" PAST DOOR FRAME - � BACKER ROD AND w SEALANT U C° HOLLOW METAL FRAME Fh THRESHOLD BELOW - � � � - ' � x I� � � � � � � � � " � � � _..�:: , � � JAMB DETAIL B 1 SCALE: 3" = 1'-0" O � I � 2 30 I I � I � i 9.4 � I �.. ,,f 1 ` 1 ��30$ 30 �� _. � I I I 9.7 10 SHEATHING, WITH SELF- ADHERING UNDERLAYMENT, REF.STRUCTURAL DIMENSIONAL FIBERGLASS R SHINGLES ON 15# FELT PRE-FINISHED METAL ROOF EDGE AT CORNER WRAP TOP, BOTTOM, AND SIDES OF DOOR ALCOVE W/ EPDM MEMBRANE EPDM ROOFING MEMBRANE BELOW SEE SCHEDULE AND FRAME TYPE ELEVATION DOOR LEAF � � � � � � � 1.2 � 1.8 2 2.4 I I � I J i� 2.g 3 � � � I � � I � I � F1 I� 1 I J 201 ' � 3.8 3.9 4 4.2 4.4 5 5.3 5.7 � ( I 6 ROOF crni F� vR�� _ �I !� �I I I� � I / ( � � 6.6 6.7 7 7.2 7.3 � i � I � � � I 8 8.2 8.5 ROOF PLAN NOTES: 10 SELF-ADHERING UNDERLAYMENT @ ALL EAVES AND VALLEYS. 2O FIBERGLASS ASPHALT SHINGLES. 3O ELEVATOR VENT 4O PLUMBING VENT, REFERENCE PLUMBING DRAWINGS. 50 APPLYADDITIONAL LAYER OF EPDM ROOFING AT HVAC CONDENSER LOCATIONS, REVIEW MECHANICAL DETAILS FOR THE CONDENSER PAD. 6O EPDM ROOFING MEMBRANE. 9 9.3 �� -.-._. � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ,\ O\ O` � t� U h � 11 I I I I I I I I q N �/ U i, ///�i �� . 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AND DISTRIBUTIOh i0O?HER PARTiESIS NOT T� BE CONE'-RJE�., 4S PUBLICATION IN DEROGATION OF COMMON'�AW COP�R�G^.T � INTELLEC'I.AL PROPER'1' R T., OR r H R RESE �E R�'� i+ I4FORMATION CONTAINED H RE M1��Olv TI T� � Trt R tiA_ 'vJ � B JNPUBLISHEGWORKOFT�IEAR H�-ECTJA��E R ti?� �,� PEDCOR DES'GN GROUP LLC M1�AR O� WN� LE )F 5�ESi V THESE DRAWINGS OR THE RESJLT'.Nr' BI,IL�IN CR B I D �=S _R PORTiONS O� THE RESJL IN BJiLCINr 7R 5��LDiN b1A 5E DUPLICATED COPIED EXHIBITED. PHOTOGRAP�IED PJBLi�HE� MODIFIE� OR OTHERWISE DISTRIBUTEG IN AhY WAV WITr10U-'�E SPECIFiCAND PRIOR WRITTEN CONSENT OF rHE ARCW-EC" .;AM�S ? STUTZMANANDPEDCORDESIGNGROUP LLC OO �OGVR'�GHT2C�� JAMES R STUIZMAN AIA, Carmel Indren Bid Set construction �ocuments Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By � EJD, JLS, JAW, AJR JAW ast evision ate. Construction Bid Set 0220.13 � Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ROOF PLAN Sheet Number: / l t� SHEET 26 OF 139 C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date pnntetl: 4/3i1oi3 I 1 �A314` I I I 3 30 I Vi 65 31 I I ,s 2 A306 �'�I I I �� i� �: .�," : i� �� . � . Z A308 I I 1 30 I I I 2 ��A307;�` 'I I � ' 1 ` A30Z' ;fl I '1 � A30$� I I I 3 �� . A308' �I I I F2 ` � A30&� {�I I 1 ` A308 ,I I I 1 'A30Z" %I I 2 "A307' I I I 2 30 I I s '2 '�A306 I I ( 2 30 I I I m 1 30 I ENLARGED FIRST FLOOR EXTERIOR CMU PLAN SCALE: 1 /4" _ r�, , PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: \,\\\\\`\\��W � u u u u r i r iruru SR.sruTz��%� '''�%, ;�`� ��,�sT�R�,'�'y -� � 0 2 00033126 STATE OF � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' ��x � DEVELOPMENT CO. 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EET 29 OF � D5 A110 1 39 D5 A11( � ., � 1 � `A31Q ul I 3 30 I B5 31 I 2 >A306, ,� , I I .� � � '. � � �''•� i 1 � ,* s ,' '" 2 A308 ��I I 1 30 I �; , � � A307. �I I 1 A30Z I I �1 �-A30$ �I I I �s��- � 3 �4308' I I � 2 A308 „I I � 1 '�A308 I I 1 �' A307 ` I I I ,:; 2 A307' �I I I 0 • �: ..2 '��A306 �� I I 2 30 I �d`2'- m 1 30 I I ENLARGED 1 SCALE:1/4" = 1'-0" C:\Users\design2\Desktop\Bldg D Nonseparated.pla. Date printed: 4/3l2013 FIRST FLOOR PLAN � r �� . �� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`\\��\\\1 \ 11 i I I I I I I I I! 1 I I// I////�!'/`i \\\�� R, STU T2�.�//%, a�� ' �,G\ 5 T ER�.o -�i� � 1 � = � 00033126 = 0' STATE OF -�_/ a � -o � � � �� . . . . . . . . . .I_I.�il.�� KEY PLAN BLDG D SCALE N?S Developer: . � � • I.i �i � v' � ' / � �� P roject: � � � �� NO L.L � N � � M V � ._ o � W � � � �—' � � Z ._ ._ ca — U� �= — �, -- � � � � � � � (a � �U C� � O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS�CLtME'vT�SANINST�V'v�Eh`O�S��V��ESAVC �- - _ PROPERT�/OFTHEARCHI:ECTANG'��G,OR�ESI.;NGRO�- � '�NFORMP.'-ONCONTA:NEDHEGE'��"SGON��EN",A� �-b'�S�J". AND DISTRI BJTION Tr� O'�ER PAR? 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THESE DRAININGS �R THE RESu�r�NG 6�I�DIti� �R E'_'� ��\��S �� PORr�.r�NS OFTHE RESi:'�`ING BV'.L�IIVG �R BUI��G�N�S h1P�+9E GUPLICATE� COPIEC -XH�B�TED �'+OTOGRAPHC�� BL��S�E:' MODIFlED OR O'HERWiSE DIS i RIBJ?EC ��.�� ANY'✓�/P`!l�i,-N ��„ �--iE SPECIFIC AN� PRIOR WR'�?TEN CONSENT OF THEAR�-". � �.' _Ar,1ES � STUIZMANAND PECJCOR DESiGN GROUF L'.0 C �OFV R'� �� =C'.5 JAMES R STU7ZMAN AIA, Carmel. inca�a Bld S2t construction Documents — Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: FIRST FLOOR ENLARGED PLANS Sheet Number: a ` � �� SHEET 31 OF 139 � f / � 0 I I 2 '` 30� I I � 2 3�7 I I 0 � *THIS DRAWING IS T� DESCRIBE EXTERIOR STUD WALLSAND VENEERS ONLY 0 �TiTT �iii �� `�l�i 2 `'; a �� I I .� .��' �N I I � ' t. 1 ~\ I� i I � • i. ENLARGED 1 SCALE:1/4" = 1'-0" C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 FIRST FLOOR PLAN � 1 �203 � � '� 4 �� -� �,� ��.�. �:_ ; _. _� . � � __. # �._y ��. �� %� � < .�., �� , i 3� i. �� 4 A i.. �: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: \\\��o�� , STU r"""''%.,,,�� ? �. �� sTERF �y� � � 00033126 STATE OF � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' ��z � DEVELOPMENT CO. - - ___ __ _ --- - - _ � - _ --- Project: � � � �� O � � N � � M U � ._ o � �� , -�-� � � z ._ ._ c� — V � oc = — �, '_ � — � � 4) � � m o v Cn � O � V , V °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT ISAN INSTRUMENTOF SERVICESAND IS THE SOLE PROPERN OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC. ALL INFORMATIONCONTAINEDHEREINISCONFlDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CIXJSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. IMELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTPJNED IIEREIN CONSTITUTES THE ORIGINALlUJD UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMHN. AND PEDCOR DESIGN GROUP. LLC. NO PARTOR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR POR710NS OF 7HE RESULTING BINLDING OR BUILqNGS MAV BE DUPLICA7ED, COPIED, EXHIBITED, PHOTOGRAPHED. PUBLISHED, MODIFIED OR OTHERlMSE DISTRIBUTED IN ANV WAV WITHOUT THE SPEqFICAND PRIOR WRITiEN CONSENT OF TFIE ARCFNTECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC 6 COPVRIGHT 2013 JAMES R. STUTZMAN AIA Carmel Indiana. Bld $et construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: FIRST FLOOR ENLARGED PLANS Sheet Number: a S � � •� 32 OF 139 . C *THIS DRAWING IS TO DESCRIBE EXTERI4R STUD WALLSAND VENEERS ONLY ENLARGED SECOND FLOOR PLAN SCALE:1/4" = 1'-0" D Nonseparated.pla, Date printed: 4/3/2013 �i r a �, �'� .�► :� �; � �.-� __ .�_..... ��-�� ;� �� :,:_� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: `��ov".- STU r""��,�� .�`O��c,`'R� 2?��''; �� ,�STE/�FO "9Z - 00033126 STATE OF � � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R �' ��r�z � DEVELOPMENT CO. _ _ _ ___ _____ _ _ ___ _ _ _ __ _ _ _ Project: � � � �� O � � Q � N v �M ._ o � �� , � � �z._ ._ V�- � � _ � '_ � — � � � �� m o `� � U � o CCS � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT ISAN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCHI7ECT AND PEDCOR DESIGN GROUP, LLC ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONS7RUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERiY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMA710N CONTAINED HEREIN CONSTI7UTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STURMAN. AND PEDCOR DESIGN GROUP. LLC. NO PARTOR NMOLE OF TFMS DESIGN, THESE IXiAWINGS, OR 7HE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE WPLICATED, COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERIMSE DIS7TtIBUTED IN ANYWAY WITHOUT THE SPECIFICAND PRIOR NRITTEN CONSENT OF THE ARCHITEC7, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 ,14MES R. STURMAN AIA Grmel Intliana. Bld $et Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By . EJD,JLS,JAW,AJR JAW as evision a e: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: SECOND FLOOR ENLARGED PLANS Sheet Number: � 1 �� HEET 33 OF 139 n 0 *THIS DRAWING IS TO DESCRIBE EXTERI�R STUD WALLSAND VENEERS ONLY ENLARGED SECOND FLOOR PLAN 1/4" = 1' C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 r.i 1 �203 � �� ..�� > ii� �+V 4 .,� �.......� �[, �� :�-� s�� n �� :' } � � s� �� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`��oo�`S�, ST UT2'�.,�////, ��C' �G�STE�F �9Z � Q- 00033126 STATE OF � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R CJ ' ��►, ,iP� � DEVELOPMENT CO. ------------___ ______ _ _ __ _ _ _ Project: � � � �� O � � N � � M V � ■� O � � � � � � � �Z ._ ._ c� — V � �= - �, -- � - � � � �� o�\U �/ / � O � � / V °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL INFORMATION CONTAINEDHEREIN IS CONFlDENTIAL ITS SUBMISSION AND DIS7RIBUTION 70 OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGH7, INTELLECTUAL PROPERIV RIGH7S OR O7HER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF TFNS DESIGN, THESE IX2AWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILqNGS MAV BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBUSHED, MODIFIED OR OTHERiMSE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR VN2ITTEN CANSENT OF TFiE ARCHITECT, JAMES R STU7ZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 JAMES R. STURMAN AIA Carmel Indiana. Bld S2t Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision a e: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: SECOND FLOOR ENLARGED PLANS Sheet Number: � � � SHEET 34 OF 139 0 0 0 0 n 0 0 � 0 0 0 0 0 0 0 *THIS DRAWING IS TD DESCRIBE EXTERIOR STUD WALLS AND VENEERS ONLY ENLARGED THIRD FLOOR PLAN = 1'-0" C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 � r- a�-� � � ,� ."' r � 1 t 4 L� �i/ t ��._ �_� _._.n;�=� � Y - �,...� �. �� a�r'� .�_', �. � I �i �i" �. Z: � : i. ' i PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ```��oo�� STU TZ.,,,�� '��' �.�'�ST ERFp�9� : � � : 00033126 = STATE OF � I r KEY PLAN BLDG D SCALE:NTS Developer: P E D C C� R �' ��z � DEVELOPMENT CO. __-_ ___ _ _ -- - _ _ - _ _ Project: � � � �� (C� � O � � N � � M V � ._ o � �� , �' � � z ._ ._ ca — U� �= — �, -- � — � � � �� U Cn � o^ � r / V °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN WSTRUMENT OF SERVICESlWD IS THE SOLE PROPERTYOFTHEARCFNTECTANDPEDCORDESIGNGROUP.LLC AlL INFORMA710NCOMAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND qSTRIBUTION TO OTHER PARTIES IS NO7 70 BE CONSTRUED AS PUBLICATION IN DERO('ATION OF COMMON LAW COPVRIGHT, IMELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS. ALl INFORMATION COMAINED HEREIN CONSTITUTES TFiE ORIGINAL AhD UNPUBLISFiED WORK OF TFiE ARCFdTECT JAMES R STUTZMAN. AND PEOCOR DESIGN GROUP, LLC NO PARTOR INHOLE OF TWS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS Of THE RESUL7ING BUILDING OR BUI�DINGS MAY BE WPLICAiED, COPIED. EXHIBITED, PHOTOGRAPHED, PUBLISFED MOqFIED OR OTHERMSE DISTRIBUTED IN ANV WAY VYITHOUT THE SPECIFICAND PRIOR NRITTEN CONSENT OF TFiE ARCMTECT, JAMES R STUTQAAN AND PEDCOR DESIGN GROUP. LIC. O COPYPoGHT 2013 JAMES R. S7URMAN AIA Cartnel In6ana Bld Set construction �ocumen� ue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AIR JAW ast evision ate: • Construction Bid Set 02.20.1 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.1 Project Number: NASH BUILDING Sheet Titie: THIRD FLOOR ENLARGED PLANS Sheet Number: 1 � 35 OF 1 *THIS DRAWING IS TC� DESCRIBE EXTERI4R STUD WALLSAND VENEERS 4NLY _ � ENLARGED THIRD FLOOR PLAN C('.Lll F• 1/d" = 1'_(1" C:\Usersldesign2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 � � , �203 �� -�� .. �� , r ,�r � ;� _.� ..�:_.....__ � �� ,� - �_; Y � � �� : � �:t� ��..�. PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ``��.��R, STUT2�,,,�� ;� ��,\STER�O .92 00033126 STATE OF � J f KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' �en�z � DEVELOPMENT CO. ____ ___ _ _ __ --- _____ _ _______ _ Project: � � � ♦"� � � O � � Q � N v �M ._ o �, � °' � �� -�' � � z ._. ,_ V`� _ � � — �, �— � — � � � �� 00 0 � � U � o C� � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT ISAN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND qSTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTV RIGHTS OR O7HER RESERVED RIGHTS ALL INFORMATION COMAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF 7HE RESULTING BUILDING OR BUILDINGS MAV BE DUPLICATED, COPIED, EXHIBI7ED. PHOTOGRAPHED, PUBLISHED, MOqFIED OR OTHER�MSE DISTRIBU7ED IN ANV WAV WI7HOUT THE SPECIFIC AND PRIOR NRI7TEN CONSENT OF THE ARCFNTECT, JAMES R STU7ZIr1AN AND PEDCOR DESIGN GROUP, LLC m COPYRIGHT 2013 JAMES R. STUTZMAN AIA Carmel Indiana. Bld $et construction Documen� — Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, A1R JAW as evision ate: • Construction Bid Set 02.20.13 • Parcel &54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: THIRD FLOOR ENLARGED PLANS � EET 36 Sheet Number: OF 139 ,... £ .,.. ............ ............ ...................W....:,........,.......,.,.... ..,....... . .,...::;,. .._........__.._..._....__......,....,..... ....�.:a....._... ..�..,..,.F....�,_...�....P>,w...«.._-,..>s...,...>_, a...<� ,......., .:. �..,,,-,,,.,...: ........,,-..:..,...,.,.:.,..... . ,...,.....r,...... ......... ._....._._...�„ ,,.,..._...,.,.. v......v.,.,_._.._.._�._.._....�....b..........F.,..,, . »�.,,... .;,�..__�_ . -._�-.W, __-,. -, __.,.___ . . ___.._,,..�. ____ . .,..m...-_�....<m.«._.,..., ..._... _...�....,..,-_�..�d_ .-, �......< ..__.,�....._...��.,._«�_�a�.�<-�._ � . ,..+. _ _ , ____, „-_�.�-��.. _____._. ., . . _„ . ._ . � __.-,� . ,�.-_ „�.,..___ _.__. _.._ . _ ._ _.. , - �, 1 ti � �� i �; � '' � , :,�� ` ��. � i '� a�� :� �-� ; i �, , � � �-�. �� .�¢: �: I�: i. 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DWGS. � � � • o o --- --- ---------------- — � 0000 00000000��0 oc� j �� I I I �o��oo � � �. . p p . � � � � x . � � I � � P � � r � � � °° � O 4? �. q D D D p O - I � EDGE OF SOLID SLAB � O D P p �. . � �j, � � � � P �j �� C.I.P UND. WAI�L, REF. I LIQUIDAPPLIED WATER- � `� � p . ; >_>. � � P �_ 8" � SOLID SLAB OVER PREC ST `� � - � STR ( PROOFING i ` � � � v AREA WAY—�.� p HAUNCH � _ i:, ��, � � � AREA WAY � Q � N I WALL REF. �� o 0 0 0 0 0 � � " I I `� M C.I.P. CONC. RETAINING i � STRUCT. DWGS. ' -- __ — O � � %� ,�F � ; � . � Q i �. ° M � c X-, I � GALV. STEEL ANGLE, � T.O. STEEL = -1 1/2" � � � ^ � ' I 0 G A L V. S T E E L A N G L E, T. O. S T E E L =- 1 1/ 2" O - `� I I � i � o LIQUID APPLIED WATERPROOFING � �'�n C.I.P. CONC. RETAINING WALL, f�EF. ,� c � � W �- --- � � � Y i � � � � o�O � — — ` �O c E �00000 0o x.. 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DWGS. � VOLCLAY WATERPROOFING i I VOLCLAY WATERPROOFING � �� i � THIS PORTION OF THE SOLID • i THIS PORTION OF THE SOLID ! -- I � , ; VOLCLAY WATERPROOFING SLAB IS ON TOP OF HAUNCH 2 � � � SLAB IS ON TOP OF HAUNCH 3'-6 5/8" I T� 30 3'-10 5/8" I EDGE OF PRECAST PLANKS, 3'-10 5/8" � 2' I { 2 ': � REF. STRUCT. DWGS. j ; � f� o � � I IJ ">:� % ' '� �: I VOLCLAY WATERPROOFING � � ''�X / �� `� f ' � ' � � EDGE OF SOLID SLAB � I - � u'' � , � �� >^ y i�� ! � �>�� %yh �� X� ��` ,,� � ' f�'--_ - � � � � � COPYRIGHT&OWNERSHIPOFDOWMENTS �/ ,;r i-. f � y ,; � � � .. = � - '�.' � . i. �� `<,� � x 'r , `,� � l - � � d' � "� � /., ,' � -�� i `-�1� .� �.�'-�� ,f _ r �. t�`� y �%I �'�-.� � f 'r�Y y� ��;{ i WATERPROOFING - I � THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE - ..��' � y F, y � :/ . ✓.:,�i y � �.<`;s� � EDGE OF SOLID SLAB i . L�� r �'� � �.;- ��-„ ,J<;`�. ��.� � i (V PROPERTVOF7HEARCHITECTANDPEDCORDESIGNGROUP.LLC. 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I �� _' I I I � � o000 � ; � � I I VOLCLAY Set Issue Date Sheet Issue Date '_, � EDGE OF SOLID SLAB � �I WATERPROOFING � � EDGE OF PRECAST PLANKS, i � o 0 0 0 0 0 0 o I 05.15.2012 I EDGE OF FOUNDATION REF. STRUCT. DWGS. ! EDGE OF PRECAST PLANKS, � i �� WALL BELOW EJDJaW A B�R Chec kwd By , „ REF. STRUCT. DWGS. ' I � EDGE OF SOLID SLAB ; 3-6 5/8 � EDGE OF SOLID SLAB aS 2VISIOn a@: i� ; EDGE OF SOLID SLAB '• � I i Construction Bid Set 02.20.13 � � I� LA i� D E TA 1 L I • Parcel 9-54 Bid Package �� ,T� �� P L� RI D E T� 1 L P LA N D E Parking Garage and Ramp 02.20.13 �� C�E�A� � ��. �n . . � _ �._ ,. � :� . �. �� . a. _ r � a _ _ _. ._�� . � -� �� .�� , �� t°x � �,t�s -;f.; 4.�" ; ( � THIS PORTION OF THE SOLID VOLCLAY � ��, SLAB IS ON TOP OF HAUNCH WATERPROOFING �� VOLCLAY EDGE OF SOLID SLAB EDGE OF SOLID SLAB T.O. FOUNDATION WALL STAIR/ � 3'-10 5/8" 2' � WATERPROOFING THIS PORTION OF THE SOLID � ELEV. 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(� � 1 ; .� � ' �` VOLCLAY ' I� � . . � � � � � . ,;! ; '� ,�� VOLCLAY WATERPROOFING WATERPROOFING /} , �'r> > � _. _ . _ _ _ _ _ _ _ _ _ _ .� _ ,. _ _ _ _ _ Sheet �� , , o 0 0 0 �+ ' ��"g`� ,,x { , . . � , � . I�i ! � REF. S�RUCT DWGS � , � _ . ._ _i ___.._..___..__.._ _ � � � � Titie: _ _ — _ I � EDGE OF FOUN�:II�AGL BELOW, � q �. , ; � — — — — — — — EDGE OF PRECAST PLANKS � � �� If �� I j � � � . � � � � �� v -� � -r.o:�wa��=-o�-o�� t � PLAN DETAILS �>:: _ I J � � - � � I . � — — — — :' y . r " .. ✓ . � ,,.. � . �i,� . . . � -. . . . . . . . . � I . ' � . � �. .I- � � EDGE OF PRECAST BELOW/TOPPING SLAB 4 3/8' `` , PPING SLAB r � �' ,, ' `� NE � P L A N K S/ T O , X'� X"*'�. # Xf'` 'y,% „,, }°' �'. ;� I � EDGE OF SOLID SLAB � X�' '� ��; ; ;% � � W A T E R P R O O F I N G M E M B R A � �. ` � BELOW SLAB � � ' WATERPROOFING 7 5/8" 4" REF. STRUCT. DWGS. MEMBRANE EDGE OF PRECAST PLANKS, �_ _. Sheet Number: � C E D G E O F S O L I D S L A B BELOW SLAB � — -- -- ---- —— — — — WATERPROOFING MEMBRANE f R E F. S T R U C T. D W G S. i { W TOPPING SLAB CMU STAIR SHAFT ! � � BELO EDGE OF SOLID SLAB � , ( j I , EDGE OF FOUND. WALL ( 6'-10 1/4" � 7 7/8" i ( BELOW, T.O. WALL = -0'-0" ` ! � ' � t I CMU STAIR/ELEV. SHAFT �� j � � � PLAN DETAI L P�1�N DETAI L � ! �L�I� i��i�� L PLA�1 C�ETAI L �� ,,_4.. _ � �;�. :. ,.,. �, _ � �, �, . .� , __ .., �,a�� ,.,�° - . � � _ ...._... __,_ .� _........ .. _.... .� � .... . ., _ ,..,__, ,.... ._. __.._, .,......._ _. _ _ _ _ _ _�____._....._�.._.._: � _ _ _ __...,. _u _ . . . _ �- , , . .�.� ..; ___..� �� - _.._. .__�... _ _____.. __ .. ... __.. ._____.._. ._.,�_._.__�s_s__...._�__._..___..._� ; , � .�._., .,. � _ � ........._ __,_..w=..._ ..,�a..__ .____.__ ._�.. ______.----_----_. _...._. . .___ _ _ _ . _. __ _....._ .. _ __ _ . .. ... _ ._._ ... _, .._ _ ...... . ,......__. _ _ : sers esign es op g onsepara e.p a, a e prin e: � �� ^� �� _.r _ �.� .. _.. _ rmx_�m. _.... _ __._ . ._ __... __., _ .. _ .,... __. �___. _ __. _.. _�__ _. _ �....., __,. __..... ....._._.._.�.,,._.__. ... . _.,,. .. .__.__. _ ..._..:_. _._..�__,.__ _v_._�___� __._. __«...__.._.��._._�,e_.,_..� ° � „` SEE A600 SERIES FOR 8x8 P.T. WD. POST, REF. STRUCT. JAMB DETAILS � � DWGS. THIS CORNER OF THE � � � � � , . POST IS INLINE WITH THE S.H. WINDOW � 's��r 1'-7 5/8" OUTSIDE FACE OF PORCH _ JOISTS ABOVE LIMESTONE � 6" WOOD STUD MAIN �.- -- -�--- �---- REFERENCE D4/A511 SURROUND, sEE asoo ExT. wa��s �� __ LIQUID APPLIED VAPOR 2 6" EIFS BARRIER OVER POST SERIES FOR DETAILS �' I �'� �`' �` '```` ` ' , : ; , ' FRP 1/2 COLUMN COL 4), SEE A513 3 O 6 STUD WALLS FOR VENEER �� I LIQUID APPLIED BUILD-OUT STARTAT+2'-0" AND VAPOR BARRIER PEDCOR DESIGN GROUP LLC ( ; �� , ' � OVER 5/8" EXT. Architecture / Project Management: BRICK BASE 1 1/2" EIFS BEHIND COLUMN ° 2 7/8" AIRSPACE, TYP. END AT+37'-8" ? ; � � � BRIC B�EARS��' CMU ! � �;� � SHEATHING, TYP. 355 City Center Drive !BELOW � 2 1/4" AIRSPACE, TYP. � BELOW, T.O. WALL = � ��. °Q � JOINT MASONRY CONTROL Carmel, Indiana 46032 � I LIQUID APPLIED VAPOR +32'-0", THIN BRICK � � '�` �' 3-1 �3/8 ' 317.705.7979 (phone) '-8" 2'-3 5 8 ' ; _ i ,!; 317.705.7980 (fax) 1 1/2" EIFS 3 5/8" WIDE MODULAR 3, �15�8� 2 BARRIER OVER 5/8" EXT. ABOVE THAT co ; EIFS BANDING BELOW, 5 1/4" EIFS BRICK, TYP. I SHEATHING, TYP. EXTENDS TO +35'-4" N; FLASH ALL EDGES BASE BELO =- N a � � 3 N� � 1 1/2" AIRSPACE, TYP. FRP DECORATIVE ' INTO BRICK Architect: � �} COLUMN CENTERED � 1 1/2" AIRSPACE, TYP. � - — — — — � — — � ; � � _ � � 3 5/8" WIDE MODULAR ON PIER BELOW ° '• 2 EIFS - ao � � BRICK, TYP. : � ' ` 3 5/8" WIDE MODULAR \\`��uuumuinni��i�,/,�i io � � � _ I LEVEL PORTION OF � N MASONRY CONTROL JOINT , ` I � BALCONY FRAMING , BHIN BRICOKABOVE„ ��\\`\`tS`�'SR STE FZ�9��% � � � I � FIRSTOF OOR ONLYETHIS�IS A SO SLOPED PORTION OF 3� 3'-11 5/8" THAT �EXTENDS TO # ��Q- � O Z; � BALCONY FRAMING +35 4 � I � MASONRY OUTSIDE FACE OF FOUNDATION = 0 0 0 3 3 � 2 6 4" 1'-7" 4" � I CONTROL a WALL MASONRY �� JOINT � MAIN FLOOR TO CEILING EXT. WALLS CONTROL JOINT STUD WALLS FOR ; STATE OF � I VENEER BUILD-OUT % ��YDlANP .�� SECOND COURSE � � ARE 8" WOOD STUD ON FIRST FLOOR, ; �__ ____ 2'-9 3�$° 2� AND 6" WOOD STUD ON SECONDAND STARTAT+2'-0" AND � �'!.,,�� ,q `�`� — — END AT +34'-1" ; ��i� R unn THIRD VENEER BUILDOUT VENEER BUILD OUT AT SOME INSTANCES THIS EXT. WALL ' F1SCALE: 3/4" = 1'-0" E 1 SCALE: 3/4" = 1'-0" _ WILL BE CMU r � j � � � : _____________________________� � � : By: I I I I k . / �! O �:`' � I I� �/,' ��.: E�f j� //f-`�� d'��$� � j1 —o I j r i I ; —e 1 HOUR RATED WALL ASSEMBLY - � I � = I L�J i . } � 2X8 WOOD STUDS ON FIRST, 2X6 � � j ��`;-' MASONRY I � WOOD STUDS ON SECOND, 2X4 � I ' � 1" VOID CAVITY SPACE WOOD STUDS ON THIRD. ALIGN I ; s'; CONTROL JOINT I � � I � a� I 'BRICK BASE APRT. SIDE FACE OF STUD ON ALL � 5/8" GYP. BD. THREE LEVELS � MASONRY MASONRY ;� I � 8" CMU (2 LAYERS EA. � CONTROL CONTROL � � ; i '�`` � SIDE ON FIRST JOINT I JOINT I � ; I ; FLOOR) W z I I � I ! � I I { 11 � 1 1'-8" 2'-3 5/8" � a � � � I i I � ,�; I k I � ; �� J I j I I i� f;�� r> ; � Q Z n n ��° � O 5l8 GYP. BD. & 1/2 ( I � � � � �� f �� Z P L Y W O O D O V E R 5/8" G Y P. B D. O V E R 2 X 4 W D. � I � � � I KEY PLAN V,` ��_ �,�� 0 O w 2X4 WD. STUD. RUN > `, � � � T D S U S I _ � ` �° �� SCALE NTS f , ., � , w 0 o STUDS BACKTO 1 I � I � I , , , I SECOND COURSE ,' ' � ' V HOUR WALL 5/8" GYP. BD. & 1/2" PLYWOOD � — — — — — — — — — — — I � : .., > Q� . —}------------------� I °D ` : J ` f ` O O a � g�� OVER 2X4 WD. STUDS W/ BATT ` � � � . �' � � � ° � �� ,� , ; �� Q 1' VOID CAVITY INSUL. I � Developer: ; ° ,` � ' '-„ J � , SECOND COURSE _ � � �. ' SPACE — — — — — — — — — — — — — � — — — — — — — — � 10 1 /4" � � aesz. aea� �___ �- P E D C O R 1'-6 3/8" 1'-3 5/8" 2 � � �j. �j ,�rA � V V�9%��%� 303 303 ' �� f DEVELOPMENT CO. VEN EER BU I LDOUT PLAN DETAI L AT CORR. VENEER BU I LD OUT VENEER BU I LDOUT . ' % � �� - �_ ^ D 2 SCALE: 3/4" = 1'-0" B 2 SCALE: 3/4" = 1'-0" �� _ � �� SCALE.3/4 - 1 0 Project: F 2 SCALE: 3/4 1-0 �` . 10" CMU LINTEL AND 2� COURSES OF 10" CMU ; BLOCK BELOW STUD � � WALL AND 4" CMU � 5/8" GYP. BD. & 1/2" �Z` 10 1/4" �Z` 5/8" GYP. BD. & 1/2" PLYWOOD � � PLYWOOD OVER OVER 2X4 WD. STUDS W/ BATT 8" WOOD STUD MAIN ; 2X4 WD. STUD. RUN 8�� INSUL. � � EXT. WALLS � STUDS BACK TO 1 5/8" GYP. BD. OVER VAPOR HOUR WALL - � 6" CMU BELOW WOOD � STUD WALLS FOR VENEER ,� - Q Z BARRIE �TED WAILASSEMBLY � I FRAMED WALLSAND � 1 HOUR / �� / BRICK VENEER �� - 2X6 WOOD STUDS ON BUILD-OUT STARTAT +2'-0" AND ,� I i "'� � � O �> Z SECOND AND THIRD, 2X8 WOOD END AT +34'-1" '� O w 1" VOID CAVITY SPACE � O�� STUDS ON FIRST FLOOR LIQUID APPLIED VAPOR STOREFRONT � i � ; MASONRY CONTROL v p 0 3 BARRIER OVER 5/8 EXT. WINDOW I I � JOINT � N Q��.: 3 O 8 SHEATHING, TYP. � ; I STUD WALLS F OR Q W O O� 1 1/ 2" A I R S P A C E, T Y P. BRICK SILL BELOW � x. , / f ,„ � � M � � �4' ' � START AT +2 -0 AN D ■ � w� 3 5/8" WIDE MODULAR V E N E E R B U I L D- O U T O w S E E S T O R E F R O N T ENDAT+34'-1" � ^, C� � I JAMB DETAILS ON ' � a BRICK, TYP. � ,�'� �'` � W � I A-600 SERIES I M �, ,/ , ;: LIQUID APPLIED � MASONRY CONTROL MASONRY CONTROL '��,.� VAPOR BARRIER � 3'-7� 5/8" JOINT JOINT � : OVER 5/8" EXT. .�, �� Z DOWNSPOUT � LINE OF BRICK BASE BELOW, TYP. 1 1/2" AIRSPACE, TYP. � `!'�```F% r�'{ %� �' ' SHEATHING, TYP. � �% '%' , � �' � . FIRST FLOOR ONLY, THIS IS ALSO % ', - _ : 1 1/2" AIRSPACE, TYP. U � �� OUTSIDE FACE OF FOUNDATION 4" CMU WALLS, B.O. _,, ,.__..__ .__.._,.. __ % - N a � �� MASONRY CONTROL WALL= +2'-0" AND T.O. � � / ,�" �, � �� PREFIN. MTL. � ' MASONRY WALL �� %- ` / , � � � � � � JOINT CONTROL - _ +14'-0" ' ' " DOWNSPOUT � � L 1 1/2" A I R S P A C E, T Y P. � a: _ _.. _ � � JOINT MAIN FLOOR TO CEILING EXT. WALLS 4" CMU BACKUP 3 5/8" WIDE MODULAR (� LIQUID APPLIED VAPOR 3 5/8" WIDE MODULAR � ARE 8" WOOD STUD ON FIRST FLOOR, WALLS, B.O. WALL= BRICK, T.O. _+32'-0", � O BARRIER OVER 5/8" EXT. BRICK, TYP. SHEATHING, TYP. 2'-9 3/8" � AND 6" WOOD STUD ON SECOND AND +100'$AND T.O. = 3�_7 5/g�� 3'-8" THIRD THAT EXTENDSOTO � _ _ _ +35'-4" 3 5/8" WIDE MODULAR � PLAN DETAI L AT EXTERIOR WALL BRICK, T.O. =+9�-�� LINE OF BRICK BASE O �-- - ------------------------------- C� � E 3 SCALE: 3/4" = 1'-0" � BELOW, TYP. FIRST 6" CMU BELOW 4" CMI� FLOOR ONLY, THIS IS � — — — — — — — — — — — — — — — — — — — � WALLS AND BRICK � � ALSO OUTSIDE FACE O � I VENEER I FOUNDATION WALL I � � 10" CMU � I � I ' � �'% I � I MASONRY ' I CONTROL � � � ; ; JOINT � 8x8 P.T. WD. POST, REF. STRUCT. � � � !�� , ;r MASONRY I DWGS. THIS CORNER OF THE I MASONRY � " ` CONTROL �� JOINT � 1'-10 5/8" POST IS INLINE WITH THE � CONTROL � I '�' �; � OUTSIDE FACE OF PORCH ; �.. JOISTS ABOVE I I � " �� I COPYRIGHT & OWNERSHIP OF DOCUMENTS LIQUID APPLIED VAPOR � I / I I I THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE BARRIER OVER POST I I PROPERTYOFTHEAF2CHITEC7ANDPEDCORDESIGNGROUP LLC ALL I I INFORMATIONCONTAINEDHEREIN IS CONFIDENTIAL ITS SUBMISSION I AND qSTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROCATION OF COMMON LAW COPYRIGH7, pp I SECONb COURSE I ��,� f� I I - IMELLECTUALPROPERNRIGHTSOROTHERRESERVEDRIGHTS ALL ` I INFORMA710N COMPJNED HEREIN CONS7ITUTES THE ORIGINAL AND ln I I I — — — — — — _ — _ _ _ I � �.'` ;K ' � 'xlv: i` I PORTIONS OFD HE RESULTHNG BUILDING OR BUIIDINGS F41V BE �D PEDCOR DESIGN GROUP. LLC NO PARTOR WHOLE OF THIS DESIGN, O � 2 9/1611 AIRSPACE� 1 I P. I THESEIXtAWINGS,ORTHERESUITINGBUILDINGORBUILDINGS,OR DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISFiED, i MODIFIED OR OTHERWISE DISTRIBUTED IN ANV WAY WITHOUT THE _ I I ` i, _, , � J %y I I SPEqFIC AND PRIOR WRITTEN CONSENT OF TFiE ARCHITECT, JAMES R �/ I / �� F ,�� I I Y�� CMU� 1 1 P. �� ` STUTZMANANDPEDCORDESIGNGRWP.LLC O COPVRIGHT2013 � `� � / �' F � �� I I ,IAMESR.STUTZMAN AIA Carnel Intliana. I � I = I � ; SECOND COURSE ;_ Bld S2t construction Documen� `�" � LINE OF GRANITE BA OW, TYP. � �� FIRST FLOOR ONLY, THIS IS ALSO L � � E5 OUTSIDE FACE OF FOUNDATION Set Issue Date Sheet Issue Date 513 WALL 2 � os.,s.2o,2 303 303 Drawn By Checked� EJD, JLS, JAW, PJR JAW ast evision ate: VEN EER BU I LD OUT V E N E E R B U I L D O U T V E N E E R B U I L D O U T . Construction Bid Set o2.20., 3 SCALE. 3/4 - 1-0 D4 SCALE: 3/4" = 1'-0" B� SCALE: 3/4" = 1'-0" Parcel 9-54 Bid Package E 4 Parking Garage and Ramp 02.20.13 3'-3 5/8" STUD WALLS FOR VENEER BUILD-OUT r � 3 5/8" WIDE MODULAR I MASONRY I MASONRY STARTAT+O'-0" AND BRICK, T.O. WALL = END AT +34'-1 +10'-5 7/8" CONTROL �CONTROL � JOINT � JOINT LIQUID APPLIED VAPOR BARRIER 1'-7 5/8" 3 5/8" WIDE MODULAR I I � OVER 5/8" EXT. r-- � BRICK, TYP. I � - SHEATHING, TYP. I � I � 1'-5 3/8" � 1' 1 1/2" AIRSPACE, TYP. I f� �-` = � `"� ;;r t ;, ��r_ 1 1/2" AIRSPACE, TYP. - } �r � , .� Project Number: � REFERENCE D4/A511 I � � � ��' � � � � �- �� ° � , : _ ; � � � NASH BUILDING M I I �� M ��' �� t I I � � 3 5/8" WIDE MODULAR �`� ; � 3 -' �� LINE OF BRICK BASE BELOW, THIS IS ' ; 5 1/4" EIFS � BRICK, TYP. I I ALSO OUTSIDE FACE OF I I � � � FOUNDATION WALL � /� I LINE OF BRICK BASE � Sheet Title: BRICK BASE � BELOW, TYP. FIRST I I 2 3�4„ USE 2x BLOCKING IN AIR SPACE ;� PLl1N DETAILS I � NP� FLOOR ONLY, THIS IS I � ABOVE GRANITE FOR EIFS �'� 1 1/2" EIFS ALSO OUTSIDE FACE OF � I I � � BARRIDER OVER EX T WALL, TYP. I I 1 FOUNDATION WALL � � 3/4" EIFS VENEER ° 5 7/8" EIFS (MATCH FACE TO ADJ. EIFS I MASONRY I MASONRY CONTROL � JOINT � 3/4" GRANITE BASE BELOW EIFS W/ Sheet Number: OVER MASONRY) � CONTROL � I � 3/8" AIR SPACE JOINT MAIN FLOOR TO 3/4" EIFS OVER MASONRY � � I � MAIN FLOOR EXT. WALLS, 8" STUD � I I ARE 8" WOOD STUD � � WITH 5/8" EXT. SHEATHING ON SOUTH I � ON FIRST FLOOR, AND � SECOND COURSE I PIER, 8" CMU ON NORTH PIER SECOND COURSE 6 WOOD STUD ON L _ _ _ _ _ _ _ _ _ _ _ _ _ ` SECOND AND THIRD � � VENEER BUILDOUT VENEER BUILD OUT VENEER BUILDOUT . �� _ �� SCALE: 3/4" = 1'-0" B5 SCALE 3/4" 1' 0" __._. �__._._ ..._...�__,__,.v..__�.__.�..M HEET 38 - - _.,.. __a___�.._..,_..... _.. F 139 4 1 0 D� E SCAL E. 3/ ______�. _ ...�._. _ _. ,.. ..... ,.�. _ .. � __ _.F... _. _. ... _ . O 5 __ _ _ _ __ _. _._ . .___ _ ,__ _ . � _ .m___.... _ . _ ... �..� _ _. ___... _.._. _ _ _ ___w� _. _._ ...m_. _.,_.w. , _....._ _..._...�_ �___..._._ $ : sers esign es op g onsepara e.p a, a e prin e: , GENERAL CEILING NOTES 1. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 2. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 4. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. SEE RCP PLANS AND SCHEDULE FOR CEILING HEIGHTS. 6. GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BAORD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1- GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2- GYPSUM BOARD BEHIND AND APPLIED WALL COVERING AND WALLS AND CEILINGS IN MECHANICALAND EQUIPMENT ROOMS. 3. LEVEL 4- GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL TENANT AREAS. 4. LEVEL 5- GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U. L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATIONAND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SVIATCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 12. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��5�� 13. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. � 2 2.3 3 I I I I I � � � I � � � �.., ` 1 3 B5 � 2�'�, ' 2�'� 1 2. 1 1, 3 3 j�; 3t1 31 3tI ' 3C?$' 3� 07 3U7 � �� ! � � � � � � � � I I � I I � I I �� I � � I -I I I I I I � �. - . - . - . - . _ . _ . _ . _ . _ . - . - . _ . - .� . - . - . - . - . _ . - .._ . _ . - . - . - .�. - - - - � - • - � - � - � - • - � - - - � - � - • - � � � I� I N- ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILINGATTHE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGSARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE i: MULTI-LAMP VANITY SCONCE � SURFACE MOUNTED FIXTURE. � WET LOCATION COMBO LIGHT I EXHAUST FAN FIXTURE � EXHAUST FAN. y� RECESSED DOWNLIGHT FIXTURE �t RECESSED DOWNLIGHT EMERGENCY FIXTURE oa WALL MOUNTED FIXTURE ;-= TRACK LIGHT � 1X4 SHOP LIGHT WI CAGE, CHAIN MNT. TO BE: LfTHONIA LIGHTING, EJS-2-32-MVOLT-GE6101S � 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE � 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S � 1X4 SHOP LIGHT WI CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, W-2-32-Al2U-MVOLT-GE6101S-E �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, EMERGENCY FIXTURE � 2X4 RECESSED FIXTURE,: LITHONIA LIGHTING �2X4 RECESSED FIXTURE,: LITHONIA LIGHTING EMERGENCY FIXTURE OQ ELEVATORLOBBY PENDANT � EMERGENCY BATTERY UNIT WITH LIGHTING HEADS � m EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO e..i BE DETERMINED BY JOB SPECIFICATION) � � EXTERIOR LIGHT FIXTURE JQ JUCTION BOX � 112 SWITCHED OUTLET (� GFI PROTECTED OUTIET .�. � QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET 220 � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. []Q S FIRE ALARM STROBE AND SPEAKER SD FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. XIAXXX FOR PRODUCT INFORMATION. 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. � �OPEN CEILING HEIGHT. p SERVICE PANEL. �� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE �iM. DIMMER �s DOOR SWITCH 3.7 4 4.5 5 6 - 6.5 7 7.4 8 8.6 9 9.4 9.7 10 . . . . � � I I I I I I I I I I . . � I I I I . . j � � � I I I I I I I I I � j � j � I I I I I I I I I � ,� . �-, �..y °�°.- '°�"°, � 2 1 9 � � 1 1 2_ ',. � 2 2°;. 2 1 � 2.� � � 2 1 1 3 �. `� __ �__::; . ' 30 �Q307% i 30 3�O,f�' 30 30 . 30�' 30 i 307 , 07 30 ' 30 I �3fl7 3U� I � I 3 � � . � F3 I' �. . � i � � � I I � I I I � � � 201 � � I I � I � I I i i i i � i i i i i i � i i � i I � I I t� I � I �I � � � � � � � � � I � � �. 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I I I I I I I I . I II i I . I � � � � _. _. _. _ _ . _. _ . -. - -. -. -I. -. _. _. _, _. I . _. _� . _. _. -. -. -. -. - -. - -. -. . D .-. -. _. . ._._. _. - - � I � -�- -�-�- - �-�-�-�-�- - � �-� I -�� - - - -��-._._. _ ._ _. � ._._ �- - - -� - - - -. -�- .- .- � I I . ._._._._._._._._._._._._ _._.L._._._._._._.I_._._.._._.-.-.-. . T � I I . I D � � f � - I I I � � �- i � �� I I � r � Project Number: � � � � --�, 2 � . ; f� � � ( ;' 2 � � ,� � .% 1 �Z f� � � . ; . � � � � � � � � � � 4 � � � I I � � I t� � � � � I � I � `-� I �.�� I , 4�� I � i � �aso � I 3{� A30 30 30 A�0 �#3U °A�0 A� 3il 30 � ., � �i � � p I � so �a �c� �o ao �o I � � � � � . NASH BU I LDI NG � i � j I I I .� �. . I � i � � i I I I I i i � I � � � � � � � � � � � i � i � i i � i i � � � Sheet Titie: � � � � � ) � �� J � 201 � � � � � J. � � PARKING LEVEL , � I I I I I /LIGHTING � I � I � I I I I . . RCP I I I I � I I 1 . I . 1 1.2 1.8 2 2.4 2.9 3 3.8 3.9 4 4.2 4.4 5 5.3 5.7 6 6.6 6.7 7 7.2 7.3 8 8.2 8.5 9 9.3 9.8 10 P�N Sheet Number: •r/�M� PARKING LEVEL RCP SCALE:1/8" = 1'-0" � i � SHEET 39 OF 139 GENERAL CEILING NOTES 1. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 2. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 4. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. SEE RCP PLANS AND SCHEDULE FOR CEILING HEIGHTS. 6. GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BAORD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1- GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2- GYPSUM BOARD BEHIND AND APPLIED WALL COVERING AND WALLS AND CEILINGS IN MECHANICALAND EQUIPMENT ROOMS. 3. LEVEL 4- GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL TENANT AREAS. 4. LEVEL 5- GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BYA LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U. L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATIONAND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A. F. F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 12. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��5�� 13. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITI ES. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRST AND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGSARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE i: MULTI-LAMP VANITY SCONCE � SURFACE MOUNTED FIXTURE. � WET LOCATION COMBO LIGHT / EXHAUST FAN FIXTURE � EXHAUST FAN. f� RECESSED DOWNLIGHT FIXTURE 1� RECESSED DOWNLIGHT EMERGENCY FIXTURE a WALL MOUNTED FIXTURE -�^ TRACK LIGHT � 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GE6101S � 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE 0 1X4 SHOP LIGHT WI CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S � 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, W-2-32-Al2U-MVOLT-GEB101S-E �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, EMERGENCY FIXTURE � 2X4 RECESSED FIXTURE,: LITHONIA LIGHTING �2X4 RECESSED FIXTURE,: LITHONIA LIGHTING EMERGENCY FIXTURE OQ ELEVATORLOBBY PENDANT � EMERGENCY BATTERY UNIT WITH LIGHTING HEADS � m EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO � BE DETERMINED BY JOB SPECIFICATION) JQ JUCTION BOX � 1/2 SWITCHED OUTLET (� GFI PROTECTED OUTLET .�, � QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET 220 � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. []QS FIRE ALARM STROBE AND SPEAKER SD FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. 2X2 LAY-IN HVAC DIFFUSER. 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' � � �� I � f °� � I � � � 3 � I � I ; � ��`� � ��f I - ; � U iA3q� ,A3U 3 `,�3CI �A30 tQ30 �30 � � � � I I I � I ��- I I -� � '�--� I � ' � i � l ` � i � � � � � i i i i i ! i i i i !i i i i i ! i i i! i i ! i ! ! i � I I � I � � I � I � F 1 � � � � �� ' � � ( � I I � � � j 201 � J � I I � I 1�1 I�I I I I I I� I I I I I I I I I I . I . . . . . � 1.2 1.8 2 2.4 2.9 3 3.8 3.9 4 4.2 4.4 5 5.3 5.7 6 6.6 6.7 7 7.2 7.3 8 8.2 8.5 9 9.3 9.8 10 . r, ...,., b FIRST FLOOR RCP SCALE:1/8" = 1'-0" , �- � �-}� i4 �� l,eT f�i� , , �•irI �� r ��; :�. .� �'�� .�K. �e � E i s �. 1: ''� i;_ :� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \ \ � � �.. �� S � . 5 T U T Z � , �, /%. `4 ��,�ST fR�,O -9� Q- � 00033126 STATE OF � � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R �� Cf9�i� � DEVELOPMENT CO. Project: �... � � `�--� (6 � O � �.5 � N � � M U � ._ o � �� -� � � Z ._ ._ ca - V� �- � � ■ � � � � 4� � (� � �U V ! � O � �J � w � A.2 � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL A.4 INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO O7HER PARTIES IS NOT TO BE CONS7RUED AS PUBLICATION IN DEROGATION OF COMMON U1W COPYRIGHT, INTEILECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION COMAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STURMAN. AND A.5 PEDCOR DESIGN GROUP, LLC NO PARTOR NhiOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICAiED.COPIED,EXHIBITED,PHOTOGRAPHED.PUBLISHED. MODIFIED OR OTHER�MSE DISTRIBUTED IN ANV WAV WITHOUT THE SPECIFICAND PRIOR WRITTEN CONSENTOF THEARCHI7ECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. LLC. O COPYRIGHT 2012 JAMES R. STURMAN AIA Carmel Intliana. Bld S2t Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 � Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: • Construction Bid Set 0220.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 � � Project Number: NASH BUILDING Sheet Titie: FIRST FLOOR RCP/LIGHTING PLAN Sheet Number: S� 1 ,� EET 40 OF 139 0 n � � �1 '�.. 3��, � I -�-�-�- -�- - -�- - �- .�.:J O- --.---- � A.2 --------�-- 2 31 A.4 � 2�2 _'-'-'-'-'-'-'_ A.5 ---------- O. � � 1 I I 3U �� I� ..�._ � I SENERAL CEILING NOTES 1. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 2. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 4. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. SEE RCP PLANS AND SCHEDULE FOR CEILING HEIGHTS. 6. GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BAORD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1- GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2- GYPSUM BOARD BEHIND AND APPLIED WALL COVERING AND WALLS AND CEILINGS IN MECHANICALAND EQUIPMENT ROOMS. 3. LEVEL 4- GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL TENANT AREAS. 4. LEVEL 5- GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. 2 2.3 3 GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U. L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENTAND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES 8 THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 12. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ,�5�� 13. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITI ES. 3.7 4 4.5 5 NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILING ATTHE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGSARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. 6 6.5 7 7.4 : � REFLECTED CEILING LEGEND: ° MINI PENDANT FIXTURE JQ JUCTION BOX :i MULTI-LAMP VANITY SCONCE � � 1/2 SWITCHED OUTLET SURFACE MOUNTED FIXTURE. � WET LOCATION COMBO LIGHT / EXHAUST FAN (� GFI PROTECTED OUTLET FIXTURE ��Y � EXHAUST FAN. � QUAD OUTLET fd RECESSED DOWNLIGHT FIXTURE �WP WEATHER PROOF OUTLET f� RECESSED DOWNLIGHT EMERGENCY FIXTURE � 220V.OUTLET o+ WALL MOUNTED FIXTURE 220 �� TRACK LIGHT � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. 0 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GE6101S []Q S FIRE ALARM STROBE AND SPEAKER � 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE sD FIRE ALARM SMOKE DETECTOR 0 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S Q ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. � 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �WALL MOUNTED FLUORESCENT FIXTURE TO BE �OPEN LITHONIA LIGHTING, W-2-32-Al2U-MVOLT-GE6101S-EL CEILING HEIGHT. �WALL MOUNTED FLUORESCENT FIXTURE TO BE p SERVICE PANEL. LITHONIA LIGHTING, EMERGENCY FIXTURE � 2X4 RECESSED FIXTURE,: LITHONIA LIGHTING /�� AREA OF GAS LINE �2X4 RECESSED FIXTURE,: LITHONIA LIGHTING O THERMOSTAT EMERGENCY FIXTURE O ELEVATOR LOBBY PENDANT � CABLE SERVICE � EMERGENCY BATTERY UNIT WITH LIGHTING HEADS � PHONE SERVICE � �iM. DIMMER m EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO ps DOOR SWITCH �..i BE DETERMINED BY JOB SPECIFICATION) � � EXTERIOR LIGHT FIXTURE 8.6 9 9.4 9.7 10 I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B5 "��'�, � 1 2�. 1; 1. 3 1� 1, �; � 2 2�'A: 2 1 � j��: � � 2 1 1 3 2�,� ��, � 2 � 1 1 ( � 31 3U ' 3Q$� 30 307 3tl 3 30 �A307° I 30 30f� 30 34 . 30�' ' 30 i 3D7 I 307 30 3� I 30� 30i,>• I 3 I _ I I . . '��..�r F3 � . . . . . . I � i I �� I I � � I I � I 201 I� � I I � I � I � I I � I I � I � I � � � � � � �� y � { �� I � I I � I I � � � .i � � R � � �� i � �� . � . . _.-�-�-�-��- -�- -�- ��-�-�-�- -.-�- �---�-�-�-�-�-�-�-��--�-�-a�-�- - - � - -�- -�E-�- I �- - - - -� - -�- -I- -�-��- - -�-�- - - - -�- -�- -�-�-�- -�-�-�-�-�-��-�-�--��-�-�- �- -�-��-�- -�- -�-�-�-�-�-�- - I � � I- . i� TERRACE I �RRACE I � � � I TERRA'GE I � TERRACE I � I TERRACE I � � I I I I I � I I I� I I I� I I � I I � I 1 I � I I I � I � � _. -. _. � -. L. -. -. -. -. _ � � I I � � � I � I � � 1.2 � 1.8 2 � � I � �� I 2.9 3 II I �� I �� I J� F1 � � 201 � I 1 I � � 3.8 3.9 4 4.2 4.4 5 5.3 5.7 0 I� �I II I �I .� ! �. � � � 6.6 6.7 7 7.2 7.3 SECOND FLOOR RCP 1!8" = 1'-0" � I j �� I 8 8.2 : 9 9.3 , ��, ya.,.,�s 4 ` t T �� :�. .�: �� r �� ,. a��'� _� a �_ � ; . �: �: . �: � �. �; PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`\��.��`SR, ST UTZ"�,��i/'//. `� �C' �G15 T fR�, �-92 � 00033126 STATE OF � � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R V , V�%�iri�' � DEVELOPMENT CO. Project: � � � �, � � O � .5 � N � Q � v �M .� � � 4) � � � -�-� � � z ._ ._ c� - V � �- _ �, -- � - � � � �� DU Cn � O � � U °° _ __ 3 -.-.-. � 30 - -.-.-.- -. A.2 COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT ISAN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC ALL A.4 INFORMATIONCONTAINEDHEREINISCANFlDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS t , _ , _ , _ , _ , _ . _ , PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. INTELLECTUAL PROPERiV RIGHTS OR OTHER RESERVED RIGH7S ALL INFORMATION CONTlUNED HEREIN CONSTITUTES THE OPoGINAL AND UNPUBLISHED WORK OF THE ARCHI7ECT. JAMES R. STUTZMAN, AND � A.5 PEDCOR DESIGN GROUP LLG NO PARTOR WHOLE OF THIS DESIGN, 1 THESE IX2AWINGS. OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILqNGS MAY BE Oq WPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISFiED, v MOqFIED OR OTHER�MSE DISTRIBUTED IN ANV WAV WITHOU7 THE SPECIFIC AND PRIOR NRITTEN CONSEN7 OF THE ARCMTECT. JAMES R � STUTAI/W AND PEDCOR DESIGN GROUP, LLC. O COPVPoGHT 2012 � JAMES R. SiUTZMAN AIA CamiH Indiana. V - - - - - - - - 3 Bld Set construction �ocumen� �� I I _. -� -. -. -. _. -. -. -. -. _. -. _. - � I � I �I � I j I j 9.8 10 � � I - Set Issue Date Sheet Issue Date 05.15.2012 � Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 � � Project Number: NASH BUILDING Sheet Titie: SECOND FLOOR RCP/LIGHTING PLAN Sheet Number: � � � SHEET 41 OF 139 � .� �ENERAL CEILING NOTES 1. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 2. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 4. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. SEE RCP PLANS AND SCHEDULE FOR CEILING HEIGHTS. 6. GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BAORD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1- GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2- GYPSUM BOARD BEHIND AND APPLIED WALL COVERING AND WALLS AND CEILINGS IN MECHANICALAND EQUIPMENT ROOMS. 3. LEVEL 4- GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL TENANT AREAS. 4. LEVEL 5- GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U. L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATIONAND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 12. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ,�S�� 13. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. N_ ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILINGATTHE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. N_ THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE i= MULTI-LAMP VANITY SCONCE -� SURFACE MOUNTED FIXTURE. � WET LOCATION COMBO LIGHT 1 EXHAUST FAN FIXTURE � EXHAUST FAN. pf RECESSED DOWNLIGHT FIXTURE �t RECESSED DOWNLIGHT EMERGENCY FIXTURE a+ WALL MOUNTED FIXTURE ;-= TRACK LIGHT �� 1X4 SHOP LIGHT W/ CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S � 1X4 SHOP LIGHT WI CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE . . 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S � 1X4 SHOP LIGHT WI CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, W-2-32-Al2U-MVOLT-GEB101S-EL �WALL MOUNTED FLUORESCENT FIXTURE TO BE LITHONIA LIGHTING, EMERGENCY FIXTURE � 2X4 RECESSED FIXTURE,: LITHONIA LIGHTING �2X4 RECESSED FIXTURE,: LITHONIA LIGHTING EMERGENCY FIXTURE OQ ELEVATORLOBBY PENDANT � EMERGENCY BATTERY UNIT WITH LIGHTING HEADS � m EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO e..� BE DETERMINED BY JOB SPECIFICATION) � JQ JUCTION BOX � 1l2 SWITCHED OUTLET (� GFI PROTECTED OUTLET .�, � QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET 2zo � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. []QS FIRE ALARM STROBE AND SPEAKER s� FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. XIAXXX FOR PRODUCT INFORMATION. 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGNIBUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. � SERVICE PANEL. ��-�� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE �inn. DIMMER �s DOOR SWITCH �� , ��,, ,�r� �� .'��? �.�. �� A � �� R�`�. �`, �.. �:t � , �� ..:;5 PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: �SR, ST UT �"""%,,, o�``O� I,� . `�� ,�ST ERFO q2 � � 00033126 STATE OF �, � � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R C� � V�%�B%�' � DEVELOPMENT CO. � __ _____ - -_ _ ___ . EXTERIOR LIGHT FIXTURE Project: � 2 2.3 3 3.7 4 4.5 5 6 6.5 7 7.4 8 8.6 9 9.4 9.7 10 � � � � I I I I I I I I I . � I I I I I . . . 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A . 5 - ' - - ' - - ' - ' - ' - ' - ' l - ; � � I � £ <�� I � � � � I � � �.�l� I 2 .lAMES R STUTZMAN PJA Grmel Indiana. � ' ,��,.� � � � � � � . � � ' � � 30 , 5�� s � g I ¥� i �� ; � S �� I F ; � �� , L _� I ;; �� _ _ �� i __ � � _ _ .: -� -_ _ �` -- - -- - - --- ' D cumen� t � � � � � � Construction o �� < � __ - - - - - - - - - - - - - - � � _ �-- - ------ - -- ,. ; �rn - -- __ _ • _ ------- - ; � � ' ' �� : 3 �, _ . _ - � _.� � _.. __ ��. _ _ � � �--� -g -�- --��=- �fl B�d Set _ _._ _____ - � � .,.,_,_ ..... _- . "___..__.iwrm ._.. ... �. _ _ - � _ _ _ _ d _ _ _ _ i : O. � � fr{ig, s{i.. ... . , _ _ _ _ _ 4 -' _ _ _ _ r""_ � � - _ - - _ _ - _ _ _ - � _ - � _ - _ - _ _ _ _ _ _ _ - � - _ _ _ - _ _ _ _ _ _ _ _ � _ - � ; . � £ _ � _ _ _ f;vn�w= ..�. �.� wa»xn='aw . . .. .. ...... ..... 3 �,e _.. ;- �" ----� -----'--' -- -�-;=----- : T ^ E UNItA � ` � � UNITA UNIT B I -- �-- € '� ` � � � � UNIT A �� • heet Issue Date �Q �� ' ! �INIT A � I�NIT B � �� UNIT B � � APT. APT. P�7 � �� 3� � � ; 303 APT $eo515.2oDate S -- � PT. � APT. � � APT. 301 I � � 313 �� 311 ;; � ;; � � �� (I , -�- �- -• - -�- - - - - - - - -. APT. � � I 309 � � t �y ` I t' � , � ' .S� �ZPL� � - -i - - . - . _ . . L� S� �RT�L�S_ . _ � i- • - . _ . w��.�RLP�N --�R� EJDfc1W A B�R Chec Ae�d By � � . - i �EF�PBJ. P1A�l.S . - � � -, - . - . -� . �EF�►PBI. P1AAI$ . - . .� . - . _ . - . - . � ; . - - , �i _ _ _ _ _ _ _ _ _ . _ . _ . _ . . .SEE�P.RZ P1AN� � - . - . - - . - . -� .SFF AeRLPLAN� . ; � .1 . - - - . - � �� ( ; � - _ I � aSt 2VISIOCI a 2: � ___ _' I � I ' -- ,�,.,_�.-- REF. DRAWINGS A120-A126 3 �� .--=� I � REF. DRAWINGS 120-A126 __ �._L_.. REF. DR�IMNGS A120-A126 � �� R�F. DRAWINGS A120-A126 FOR RCP APRT. PLANS A120-A1 Parcel 9-54 Bid Pack g 02.20.13 _ .. ___ _.__._ ....._ ...... _ `�OR RCP APRT. LANS �� " T � � ,�F(�R RCP APRT. PLANS v*`� Y- FOR RCP APRT. PLANS < < REF DRAWINGS � � REF. DRAWI S A120-A126 }., � � 26 FOR � Construction Bid Set REF. DRAWIN A120-A126 ''�� FOR RCP AP . PLANS . � a e � P APR PLANS � I I RCP APRT. PLANS I Parking Garage and Ramp 02.20.13 FOR RC � I � i � � i I � � I � � � � � I � � I � I � � , � i � I� � I � I I � I I � � _._._._.-.-.-.-.-.-.-. . C I � � i � l� _ _ _._ _._._._._i_._.� _._ _ _ _ _.�- - -!- � � � � � 1 � � 3� � �� i i i ! 1 1.2 i��vesrctvp�a�Uy v i��i i�vNa� a«u.N�G, .��.«. r, .. .�..�. 1.8 2 -'�; . i � O � � � i ._._._._.-.- _. i. . . f .i � 4 � 3 30 I �U � I � � ) � � � � 2.4 2.9 3 � �! i �� _. _. �. _. � _. _. _� i . _. � � � � � f� � � �� I � I � F1 � � zo, I �1 I � I 3.8 3.9 4 4.2 4.4 !' ; � _._._! � .- ' � - I� T � I 1 2 � � i ��-� �� 5 5.3 i I }F I '�A � � � 5.7 � - !-�-.- � � ;r 1 � �� O I� ; �I _ -.-�_._ _.-._._.�.- ! i ! i � �� i �� ii ,�3 �I � I � � i � i � �� ) � � � 6.6 6.7 7 7.2 7.3 THIRD FLOOR RCP 1 SCALE:1/8" = 1'-0" I � I I � � . OI�� _ � _ _ _._ _._ _.� ._._._ _._ �_._._.._._._._._ -. .----. � i � i i ! i : � 1 ;' 2 �� i � � � 3ti A30 `�,130 i . I I � . � i i I � � . I � � � � � . � � � � 8 8.2 8.5 9 9.3 0 � I I _ � __________._ . o __ � i i � I Project Number: �! i NASH BUILDING � � � � Sheet Titie: 9.8 10 THIRD FLOOR RCP/LIGHTING PLAN Sheet Number: 1 � EET 42 OF 1391 � .�:J � -- A.2 - - A.4 � 2� A.5 � - - O� � � ,��_. 1 ',: �.�1 �' I i 1 I I � 30 �, I� ��NERAL CEILING NOTES 1. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 2. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 3. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 4. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 5. SEE RCP PLANS AND SCHEDULE FOR CEILING HEIGHTS. 6. GYPSUM BOARD FINISHING: A. COMPLY WITH ASTM C 840 STANDARD SPECIFICATION AND FINISHING OF GYPSUM BOARD; GA 214 RECOMMENDED LEVELS OF GYPSUM BOARD FINISH; AND GA 216-2000 APPLICATION AND FINISHING OF GYPSUM BOARD. B. PROVIDE GYPSUM BAORD MINIMUM FINISH LEVELS MEETING THE CRITERIA ESTABLISHED IN GA 214 AS FOLLOWS: 1. LEVEL 1- GYPSUM WALL BOARD PERMANENTLY CONCEALED FROM VIEW. 2. LEVEL 2- GYPSUM BOARD BEHIND AND APPLIED WALL COVERING AND WALLS AND CEILINGS IN MECHANICALAND EQUIPMENT ROOMS. 3. LEVEL 4- GYPSUM WALL BOARD ON INTERIOR WALLS FOR ALL TENANT AREAS. 4. LEVEL 5- GYPSUM WALL BOARD ON FINISHED CEILINGS AND ALL COMMON AREA WALLS. 2 2.3 3 I I � I I I B5 2�''i 2`''� 1 �, 1, 1. 31 3U� y 3C}$ il 3U7 3fiI ` 3tl i � i � I i � � I I � I I �� I I � � � � .� � � GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U. L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATIONAND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A. F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 12. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��5�� 13. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITI ES. 3.7 4 4.5 5 I I I I I I I I . � ,, 3 1� 1 2,`. � 2 2; 2 1 30 � i 3Q �A30�' 30 30 � ( � �' F3 I� I I ` � i I i 201 I I i i I I I I: I . I I: , I NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILINGATTHE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGSARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. 6 6.5 7 7.4 I I I I I I I I �`�`� � � 2 9 �_ `'�Q30�` 30 i 307 I 307 �() �I i I ► � i I � I � I � I � � ; � ; � ; � 3 3� i � : I I �� _. I A307,' �� i 307� i � REFLECTED CEILING LEGEND: o MINI PENDANT FIXTURE JQ JUCTION BOX iz MULTI-LAMP VANITY SCONCE � � 1l2 SWITCHED OUTLET SURFACE MOUNTED FIXTURE. � WET LOCATION COMBO LIGHT / EXHAUST FAN � GFI PROTECTED OUTLET FIXTURE � EXHAUST FAN. � QUAD OUTLET �3 RECESSED DOWNLIGHT FIXTURE �WP WEATHER PROOF OUTLET ff RECESSED DOWNLIGHT EMERGENCY FIXTURE oa WALL MOUNTED FIXTURE � 220V. OUTLET 220 -�� TRACK LIGHT � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND NPE. 0 1X4 SHOP LIGHT WI CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S []Q S FIRE ALARM STROBE AND SPEAKER � 1X4 SHOP LIGHT WI CAGE, CHAIN MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE SD FIRE ALARM SMOKE DETECTOR L-� 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EJS-2-32-MVOLT-GEB101S � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. � 1X4 SHOP LIGHT W/ CAGE, SURFACE MNT. TO BE: LITHONIA LIGHTING, EMERGENCY FIXTURE 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �WALL MOUNTED FLUORESCENT FIXTURE TO BE �OPEN LITHONIA LIGHTING, W-2-32-Al2U-MVOLT-GE6101S-EL CEILING HEIGHT. �WALL MOUNTED FLUORESCENT FIXTURE TO BE O SERVICE PANEL. LITHONIA LIGHTING, EMERGENCY FIXTURE � 2X4 RECESSED FIXTURE,: LITHONIA LIGHTING /��7 AREA OF GAS LINE �2X4 RECESSED FIXTURE,: LITHONIA LIGHTING O THERMOSTAT EMERGENCY FIXTURE O ELEVATOR LOBBY PENDANT � CABLE SERVICE � EMERGENCY BATTERY UNIT WITH LIGHTING HEADS � PHONE SERVICE � �iM. DIMMER m EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DWGS (MOUNTING HEIGHTS TO ps DOOR SWITCH � BE DETERMINED BY JOB SPECIFICATION) � � � �� r .� a �� _.._._.__. �::�. _ � .f .�� . ��r � .�'_. �T t_�";:� �� .s:�� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: `\\��o�� , ST UTZ�,,�� G\ST El�FO y� � � 00033126 STATE OF � � � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R �� C�%�� DEVELOPMENT CO. � -- ---___ ___ ___ _ EXTERIOR LIGHT FIXTURE Project: 8.6 9 9.4 9.7 1 0 ( I I I I I I � I I I I � 2I � � I I � _ . � � � � � �J � �� i � � � O � ! 1 � ! ! °� - --�.-.-._..L._._._._�._._._..�._._._._._._._._._._._. . .5 � N � � � M V � ._ o � �� , -+� � � z ._ ._ c� - U� �= - �, -- � - � � � �L m o� � U �' o CC� � V °° 1 1.2 � ��E] 0 1.8 2 2.4 i � � I � I 2.9 3 �� !� � J� F1 � � 201 � � 1 I ' I 3.8 3.9 4 4.2 4.4 5 5.3 5.7 � 0 ATTIC FLOOR RCP SCALE:1/8" = 1' i� � �� . I I I 6.6 6.7 7 7.2 7.3 � � � � I 8 8.2 : 9 9.3 9.8 10 ___ -� -.-.-. A.2 COPYRfGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMEN7 OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL A.4 INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. I7S SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. � � � � IMELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN. AND - A. 5 PEDCOR DESIGN GROUP lLC NO PARTOR NhiOLE OF THIS DESIGN THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR POR710NS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICAlED,COPIED,FXHI8ITED,PHO70GRAPHED,PUBLISHED. 3 MOqFIED OR OTHEFMASE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF TFiE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLC. m COPYRIGHT 2072 JAMES R. S7UTZMAN AIA Carmel Indiana. Bld $et construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 � Drawn By Checked By EJD,JLS,JAW,AJR JAW as evision ate: • Construction Bid Set 02.20.13 I • Parcel &54 Bid Package Parking Garage and Ramp 02.20.13 � � Project Number: NASH BUILDING Sheet Titie: ATTIC FLOOR RCP/LIGHTING PLAN Sheet Number: • -_ , / � �) EET 43 OF 139 � � TERRACE GFI WP �1` �__ � -- -- - - r1� �� s� .�' a�► � ao� ►da s:s � � o .� � �' s-se -a� 9�re . .,s .. �,. $ :� � �' � � � � � I I II ' !`� I _� t. � �� , �II a �� i� � ��■■■■� �■ � , � /!� - : � � -� �� _ � '� '��►( �� _ � ,� �3 . =,�►c `' i_' ;a � � . _ c , , . � _ . . y�;I�rLc � ' ' • � -�� C ��.'� �� ::-::*::: ��! � . �:......o.. � ......... , . �� o � - � � � �.�.�.�.�.�.�.�.� ,. � �'�'�•�'�'�•�'�•�' ' � �� , � ......... . `� �........,. �,•_•_•_•, ;•,•,•; ,• _ i � � �..�.-...... . • �.� � ,►.•�•�•,� •, �•.• � . ,�e� ,►000 0 .-.'.-;: � '� � � i i♦i•i•i :.. i � : � ....�.... � I 8 � :,� � .�.❖.❖.❖.•.�;, � � � ,........ ,.........:. � ........... j�1 ,a�� ,........,,. � ,�.❖.❖.❖.•.�;: � � .........,, ►._._....._._._... - G � o.-.-.-.-.-.-.-.-.. '�_� �� i ! � � - �'�! �'' `� � �� Y �" � �� . � � .. _ � ? P �' : � e� ' a a � � � � � � '° 6� � �� ' � w � ►s� �� s- s� ��, � s � b: �, _ .�, � � 7 � �� .a s •e • • �� -�� 1.1 1�1.�f11 � 1_1 111 ; i �� UNIT 'A' REP PLAN (TYPE B-OPT � 1 SCALE: 1/4" = 1'-0" GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIAL AND LABOR TO COMPLETE THE WORKAS INDICATED AND AS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U.L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION ANQ MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTER AND BELOW BREAKFAST BAR ARE TO BE MOUNTED SIDEWAYS. 12. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEYALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHER AND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOX AND FIXTURE BLOCK FOR SIDING USE AT ALL SIDING LOCATIONS - MATCH SIDING COLOR 18. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��5�� 19. WATER HEATER DISCONNECT: DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. GENERAL CEILING NOTES 0 1. ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. 2. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 3. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 4, PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 5. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 6, ALL ROOM CEILING HEIGHTS ARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARSAND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL I ASSEMBLES. NOTE: , THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR E�ECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. .� REFLECTED CEILING LEGEND: • MINI PENDANT FIXTURE i i MULTI-LAMP VANITY SCONCE � SURFACE MOUNTED FIXTURE. oW WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE o STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � � � � � � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE JUCTION BOX FOR FUTURE CEILING FAN JUCTION BOX 112 SWITCHED OUTLET GFIPROTECTED OUTLET QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET zzo � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. �5 FIRE ALARM STROBE AND SPEAKER sp FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D2/A520. STORAGE SPACE CEILINGS AT 10'-0" AFF. � LIVING SPACE CEILINGS ATAPPROX. +I- g'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGNlBUILD DRAWINGS FOR SPECIFICATIONS. i� �i� 7'-6" HIGH CLG. UNDER MECH. EQUIP. �� 2X2 LAY IN HVAC DIFFUSER. SEE MECHANICAL DESIGNIBUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. � SERVICE PANEL. �� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE �iM. DIMMER �s DOOR SWITCH LIGHT FIXTURE SCHEDULE SYMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO . PORCELAIN 1-60WA19FR KEYLESS W/P.C. L� BATH MAXIM 20100FTSN 3-60W A19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841MRSN 2-60WA19FR CEILING MOUNTED L-11 SHOWER/TUB COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN 8 DURAY. MUST BE APPROVED BY DESIGNER. C1 UNIT'A' FLOOR PLAN (TYPE B-OPTA �. = 1'-0�� GENERAL NOTES 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSESARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOOR AND ROOF TRUSS FRAMING AND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULESAND REGULATIONSARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THE ARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. IF ANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUSTMEETATESTEDASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATION, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFYAND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILE ALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECUREANYANDALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BYANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLEDAND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR . MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP THROUGHOUT. 17. THE OWNER SHALL MAINTAIN A CURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINEDATALLTIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE INDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FORADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGSARE NOTTO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. IT IS THE CONTRACTORS RESPONSIBILITYTO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNING WORKAND/OR PLACING ORDERS. 24. CONTRACTOR SHALL VERIFY THAT ALL BEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED WITH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BE AS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROViDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:106:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINET OF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCE A522 FOR SPECIFICATION. APARTMENT PLAN NOTES O ALIGN FINISHED FACES. O2 NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. O3 PROVIDE BOX SHELF. SEE ELEVATION A2/A520. O(1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA41A520. O5 (2)16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE ROD AT EACH SHELF. SEE DETAIL A5/A520. O6 (5) 16" DEEP 314" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDEADDITIONALBLOCKINGAS REQUIRED. SEE DETAIL B1/A520. O7 (1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHERAND DRYER. SEE DETAIL 62/A520. O BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4/A520. O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C3/A520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVER AT +8'-4" AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL B3/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FOR ACTUAL CONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D4/A520, D5/A520. 15 CASED OPENING W/ WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT 6'-8" AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARD AT THIS LOCATION. 18 PLUMBING RISERATTHIS LOCATION IN UNITS 100-102, 203-205, 209-211. THICKEN WALL ON CLOSET SIDE. REF. DETAIL F3/A520. 19 PLUMBING RISERAT THIS LOCATION IN UNITS 201-202, 207, 213. USE 2X6 FRAMING AT CLOSET B-7 ONLY 20 PLUMBING RISER AT THIS LOCATION IN UNIT 212. USE 2X6 FRAMING. 21 PLUMBING RISERAT THIS LOCATION IN UNITS 100-101. THICKEN WALL ON LAUNDRY SIDE. REF. DETAIL F3/A520. � �� ,r�, `,� , '�' ��,,� �i�� f # �� . �� '� � �. �. � i�? s- � l. �� L z{ PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 Ciry Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \ `\ � �, o �� S R . 5 T U T � � ,,,, � � ,� ��,\ST fR�O .9�L � � 00033126 STATE OF By: � � � � KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R C./ CJC�:��x ' � DEVELOPMENT CO. Project: � � � �J � � o � � N � � M U � ._ o � �� '�"'� � � Z ■ ■ �- C� � � � � � . � � � � � � (� m �D^U VJ � O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERN OF THE ARCHITECTAND PEDCOR DESIGN GROUP LLC ALL INFORMATIONCONTAINEDHEREINISCONFIDEN7IAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DER�ATION OF COMMON LAW COPVRIGHT INTELLEC7UAL PROPERiY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CON7PJNED HEREIN CONSTI7UTES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUIZMAN. AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF 7HIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILqNG OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE WPLICATED. COPIED, EXHIBITED, PFIOTOGRAPF�D. PUBLISHED. MODIFIED OR OTHEHVNSE qSTRIBU7ED IN ANY WAV NATFiOUT THE SPECIFlCAND PRIOR VJRITTEN CONSENT OF THE ARCHITEC7, JAMES R SNTZMANAND PEDCOR DESIGN GROUP. LLG O COPYRIGHT 2013 JAMES R. STURMAN AIA Carmel Indiana. Bid Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision ate: • Construction Bid Set 0220.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL UNIT PLANS Sheet Number: EET 2 OF 3 � TERRACE GFI WP - -� ` �- �� -- - - - - � �� i� �� 6� .�' a�� .�. �� ►�� m s � I li i I ,s �. :-e� -s•, - 9-ts ,... � .� �. �� s � .� � � �� III � _� � . f i I I � `� � � -- , A �1�1� � i�� y �i R6�1�V �JPfq � I II �� !�� ' �� - --�•� �� - �� e � � I �� ' �' � �j . � ,� ,� � s • � � r -c � � � :..��_ ,� � `�C � �� o � � I � � �� ■ : w B : �`I ,�'� 7! �, � !6� • ' A �. i- C - �� _ : : :-:-: :�:�: : ��' ,.` �� i �\ � �� 0 ' �D � � �� , i ��i �� ! " ' �-�-�-�•� ��i�i �� I I � �'�-�v-. �-� � � . ♦ .a �►�� _�.• � . 1 � ��• .v�„ � 1,....•.••.....'. .�. � � .� � ...... .... � � �........ � ........ � � : � .� ,........,. � :,� �.❖.❖.❖.❖:. � �� A 4�� p ar '� � i�i%%%%00%; i ,�� ,�Y��l�i� �Oi�i�i0'Oi�i�i'�! ►....._._._._._... -- G � � � .•.-.-.-.-.-.-.-.-, _ � �� - � ��I, � � ��1 f Y I �. r � d �a �� _ ��,.�! � � P ! , ��d � e � � � � ��' �,� �. � .� � -� .,,- � ..�� s" '�� '� :7 �,� _ � �� o �� ,�.d� �� ;-' �� '�' �_�_r.�.:.:.-►-„'�'�I 11 111.�11� 11 111 --- - -�� _ F1 UNIT 'A2' RCP PLAN (TYPE B-OPT A = 1'-0„ GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORK AS INDICATED AND AS REQUIRED. 4. ALL MATERIALTO BE NEWAND U.L. RATEDAND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPT AS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTER AND BELOW BREAKFAST BAR ARE TO BE MOUNTED SIDEWAYS. 12. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHER AND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOXAND FIXTURE BLOCK FOR SIDING USE AT ALL SIDING LOCATIONS - MATCH SIDING COLOR. 18. MARK SWITCHED OUTLETAND CONTROLLING SWITCH wi,�S" 19. WATER HEATER DISCONNECT: DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. GENERAL CEILING NOTES 1 2 3 4 5 L ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. ALL ROOM CEILING HEIGHTS ARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING ! VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRST AND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: • MINI PENDANT FIXTURE i: MULTI-LAMP VANIN SCONCE � SURFACE MOUNTED FIXTURE. oW WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE o STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE � JUCTION BOX FOR FUTURE CEILING FAN Q JUCTION BOX � 112 SWITCHED OUTLET (� GFI PROTECTED OUTLET \^/ � QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET 220 � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. FIRE ALARM STROBE AND SPEAI�R �� SD FIRE ALARM SMOKE DETECTOR C1 UNIT'A2' FLOOR PLAN (TYPE B-OPTA� � ACCESS PANEL, REF. XIAXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D21A520. STORAGE SPACE CEILINGSAT 10'-0"AFF. � LIVING SPACE CEILINGS ATAPPROX. +/- 9'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOt� SPECIFICATIONS. i� �� 7'-6" HIGH CLG. UNDER MECH. EQUIP. �� 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. O SERVICE PANEL. �� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE �iM. DIMMER os DOOR SWITCH LIGHT FIXTURE SCHEDULE SYMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO PORCELAIN 1-60WA19FR KEYLESS W/P.C. L� BATH MAXIM 20100FTSN 3-60WA19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841MRSN 2-60WA19FR CEILING MOUNTED L-11 SHOWERlTUB COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN 8 DURAY. MUST BE APPROVED BY DESIGNER. = 1'-0" GENERAL NOTES 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSESARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOORAND ROOF TRUSS FRAMINGAND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULES AND REGULATIONS ARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THEARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. IFANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUSTMEETATESTEDASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATION, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFYAND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIEDAND/OR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILE ALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECUREANYANDALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BYANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUAIS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP THROUGHOUT. 17. THE OWNER SHALL MAINTAIN ACURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINEDATALLTIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVE�J AND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE �NDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGS ARE NOT TO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY IT IS THE CONTRACTORS RESPONSIBILITYTO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNING WORKAND/OR PLACING ORDERS. 24. CONTRACTOR SHALL VERIFY THAT ALL BEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT: ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED WITH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BE AS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:106:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINET OF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCE A522 FOR SPECIFICATION. APARTMENT PLAN NOTES 1O ALIGN FINISHED FACES. 2O NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT. PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. 3O PROVIDE BOX SHELF. SEE ELEVATION A2/A520. O(1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA4/A520. O5 (2)16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE RODAT EACH SHELF. SEE DETAIL A5/A520. O6 (5)16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. SEE DETAIL B1/A520. O7 (1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHER AND DRYER. SEE DETAIL 62/A520. O8 BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4IA520. 9O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C31A520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVERAT+8'-4"AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL B3/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FORACTUALCONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D4/A520, D5/A520. 15 CASED OPENING W/ WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT 6'-8" AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARD AT THIS LOCATION. . . , � . , � �� a � sIG f F��y^�? ; ` �iJs �� _ �� ". � � �. : E �` �: � � °:' �' :� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: By. �S �. ST U T'•,,„�i//,. ,�`°��\ 2'1� �''� � �G`ST�RF� 9� � Q- 00033126 sTaTE oF � � -� � KEY PLAN BLDG D SCALE: NTS PLAN NORTH Developer: P E D C O R �� DEVELOPMENT CO. Project: � � � �� (6 � o � � N � � M V �o . � �� ""� � � Z .� ■� � � V � �- � � . � � � � � � � W � o v VJ � O � � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND I S THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP. LLC. ALL WFORMA710N CONTFJNED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT 70 BE CONSTRUEDAS PUBLICATION IN OEROGATION OF COMMON LAW COPYRIGHT. WTELLECTUAL PROPER7V RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCFNTEC7, JAMES R STUTZMAN. AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILqNG OR BUILDINGS, OR POR710NS OF THE RESULTING BUILDING OR BUILDINGS MAY BE WPLICATED, COPIED, EXHIBITED, PHO70GRAPHED, PUBLISF�D, MODIFIED OR OTHERIMSE DISTRIBU7ED IN ANY WAY WIThIOUT THE SPEQFlC AND PRIOR WRITfEN CONSENT OF THE ARCHITEC7, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLC. O COPVRIGHT 2013 ,14MES R. STURMAN AIA Camrel Indiana. Bld Set Construction Documents Set Issue Date Sheet Issu 05.15.2012 Drawn By Checked By EJD, JLS, JAW, A1R JAW as evision a e: � • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL UNIT PLANS Sheet Number: ' 2 OF 3 F1 GENERAL ELECTRICAL NOTES TERRACE GFI "'� 1:■ � -� �,, ��■�� - -- �� II� "� �� :� a=� � � �°�• -�+� �. � � .� � � � � II� �m � � � � �i�� a ,� .`� � �°; �� !�� ' � ' �� i " 6:9 S Y� ' � r il � i � _ � • « ''I �� ! : � �, e� � - � - p '� � � `� • .�. y � � ,� �� -! '�� _ � � _ $ �f� , � �� a�� i� �� '-G - J ----- - � ,�� ,.,- ;.� � -' �'g� �"� ■�. . � . .� - � � �: , F� � � a °� � � _ � � � aL�avo� fp� � �� Q � ��y� I �I� �' � t • � � � i � �� - � � � � '�� I � �, - ,s w �� , � �� ,,�� , ��.�..r-.r, �.�� - UNIT 'B' RCP PLAN (TYPE B-OPT A �� = 1'-0�� 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIAL AND LABOR TO COMPLETE THE WORK AS INDICATED AND AS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U.L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTER AND BELOW BREAKFAST BAR ARE TO BE MOUNTED SIDEWAYS. 12. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHER AND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOXAND FIXTURE BLOCK FOR SIDING USE ATALL SIDING LOCATIONS - MATCH SIDING COLOR 18. MARK SWITCHED OUTLET AND CONTROLLING SWITCH W/ ��S�� 19. WATER HEATER DISCONNECT: DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. GENERAL CEILING NOTES 1, ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. 2. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 3. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALLAT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 4, PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 5, TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 6, ALL ROOM CEILING HEIGHTS ARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE , CAULKING SHALL BE PROPERLY INSTALLED, LOCATEDAT THE FIRST AND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEI�ING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. .IYIV.V`V�v��.� � �vv�v . v. 0 � • I REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE :i MULTI-LAMP VANITY SCONCE -�- SURFACE MOUNTED FIXTURE. oW WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE o STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � � .1❑ � � � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE JUCTION BOX FOR FUTURE CEILING FAN JUCTION BOX 1l2 SWITCHED OUTLET GFIPROTECTED OUTLET QUAD OUTLET �WP WEATHER PROOF OUTLET � 220V.OUTLET 2zo � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. �5 FIRE ALARM STROBE AND SPEAKER SD FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D2/A520. STORAGE SPACE CEILINGSAT 10'-0"AFF. � LIVING SPACE CEILINGS ATAPPROX. +/- g'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGNIBUILD DRAWINGS FOR SPECIFICATIONS. i�i� � 7'-6" HIGH CLG. UNDER MECH. EQUIP. �� 2X2 LAY IN HVAC DIFFUSER. SEE MECHANICAL DESIGNIBUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. � SERVICE PANEL. �� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE oinn. DIMMER os DOOR SWITCH LIGHT FIXTURE SCHEDULE S1fMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO . PORCELAIN 1-60WA19FR KEYLESS W/P.C. L-4 BATH MAXIM 20100FTSN 3-60W A19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841 MRSN 2-60W A19FR CEILING MOUNTED L-11 SHOWERlfU6 COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN & DURAY. MUST BE APPROVED BY DESIGNER. uiiainq u:u.�HU:u. . .. . ... . � r... .... . r., . . . , .... ... �.. � .. . . . . ....... . 1 I, C1 UNIT'B' FLOOR PLAN (TYPE B-OPTA = 1'-0" GENERAL NOTES 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSESARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOORAND ROOF TRUSS FRAMINGAND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULESAND REGULATIONSARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THE ARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. IFANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUST MEET A TESTED ASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATIC�N, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURESAND EQUIPMENT SUPPLIEDAND/OR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILE ALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECUREANYANDALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BYANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTESAND/OR DRAWINGSARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP TNROUGHOUT. 17. THE OWNER SHALL MAINTAIN ACURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINEDATALLTIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE INDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FORADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGSARE NOTTO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY IT IS THE CONTRACTORS RESPONSIBILITYTO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNING WORKAND/OR PLACING ORDERS. 24. CONTRACTOR SHALL VERIFY THAT ALL BEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED 1MTH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BE AS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:10B:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINET OF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCE A522 FOR SPECIFICATION. APARTMENT PLAN NOTES 1O ALIGN FINISHED FACES. O2 NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. O3 PROVIDE BOX SHELF. SEE ELEVATION A2/A520. O(1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA41A520. O5 (2) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE RODAT EACH SHELF. SEE DETAIL A5/A520. O(5)16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. SEE DETAIL B1/A520. O7 (1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHERAND DRYER. SEE DETAIL B2/A520. O BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4/A520. O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C3IA520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVERAT+8'-4"AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL B3/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FOR ACTUAL CONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D41A520, D5/A520. 15 CASED OPENING W/ WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT6'-8"AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARD AT THIS LOCATION. 18 PLUMBING RISERAT THIS LOCATION IN UN1TS 100-102, 203-205, 209-211. THICKEN WALL ON CLOSET SIDE. REF. DETAIL F3/A520. 19 PLUMBING RISERAT THIS LOCATION IN UNITS 201-202, 207, 213. USE 2X6 FRAMING AT CLOSET B-7 ONLY 20 PLUMBING RISER AT THIS LOCATION IN UNIT 212. USE 2X6 FRAMING. 21 PLUMBING RISERAT THIS LOCATION IN UNITS 100-101. THICKEN WALL ON LAUNDRY SIDE. REF. DETAIL F3/A520. � s� �� rj °� �*,�' ► -� Y� u} � ,� a,..�. �'r - �, � d 2. �.� .'.�� .� L..� �'?�. �F'�'fa:4� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \ ,,, , , .• � � � � � . s - r v r � • , , , , , , , � , , ,, ,,, z Q�' �G`STERF� 9iL � �- � 00033126 � STATE OF � - � -e KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R CJ � ��,Z.,B9c � DEVELOPMENT CO. ' Project: � � � �� O � � N C� � M U � ._ o � �� ' "�"� � � Z ■� ■� � � V � �= .� � � � � � � (a � ♦D^U VJ � O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN I NSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP. LLC. ALL INFORMATION CONTPJNED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DERO('ATION OF COMMON LAW COPYRIGM. INTELLECTUAL PROPERTV RIGH7S OR OTHER RESERVED RIGHTS ALl INFORMATION CONTAINED HEREIN CONSTITU7ES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STU7ZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF 7HIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULIING BUILDING OR BUILDINGS MAY BE WPLICATED. COPIED. EXHIBITED. PFIOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANV WAY WITFIOUT THE SPEpFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC 0 COPVRIGHT 2013 JAMES R. STL'TZMAN AIA Caimel Indiana. Bld Set Construction Documents �� Set Issue Date Sheet Issue Date 05.15.2012 rawn By Checke EJD, JLS, JAW, A1R JAW as evision a e: • Construction Bid Set 02.20.13 • Parcel 489 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL UNIT PLANS Sheet Number: 3 OF 3 GENERAL ELECTRICAL NOTES F1 � 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDEALL MATERIALAND LABOR TO COMPLETE THE WORK AS INDICATED AND AS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U.L. RATED AND SEALS ARE TO BE VISIBLE. � 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW _ EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTER AND BELOW BREAKFAST BAR ARE TO BE MOUNTED SIDEWAYS. - 12. SMOKE DETECTOR WITHIN A SINGLE UNIT ARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED � WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHER AND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOXAND FIXTURE BLOCK FOR SIDING USE AT ALL SIDING LOCATIONS - MATCH SIDING COLOR. 18. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��5�� 19. WATER HEATER DISCONNECT: DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. . � Y � V . v � v � v • � . I UNIT 'C' RCP PLAN (TYPE A SCALE:1/4" = 1'-0" N GENERAL CEILING NOTES 1 2. 3 4 5 � ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALLAT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. ALL ROOM CEILING HEIGHTS ARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRST AND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECONDAND THIRD FLOORAT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE �i MULTI-LAMP VANITY SCONCE -� SURFACE MOUNTED FIXTURE. ow WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE o STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � � � � � � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE JUCTION BOX FOR FUTURE CEILING FAN JUCTION BOX 1/2 SWITCHED OUTLET GFI PROTECTED OUTLET QUAD OUTLET �N/P WEATHER PROOF OUTLET � 220V.OUTLET z2o � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. �5 FIRE ALARM STROBE AND SPEAI�R sp FIREAI.ARM SMOKE DETECTOR � ACCESS PANEL, REF. XIAXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D2/A520. STORAGE SPACE CEILINGSAT 10'-0"AFF. � LIVING SPACE CEILINGS AT APPROX. +1- 9'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. i� �i� 7'-6" HIGH CLG. UNDER MECH. EQUIP. �� 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. p SERVICE PANEL. �--�� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE �iM. DIMMER �s DOOR SWITCH LIGHT FIXTURE SCHEDULE SYMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO PORCELAIN 1-60WA19FR KEYLESS W/P.C. L-4 BATH MAXIM 20100FTSN 3-60W A19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841 MRSN 2-60W A19FR CEILING MOUNTED L-11 SHOWER/TUB COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN 8 DURAY. MUST BE APPROVED BY DESIGNER. .✓M�I�A�� v.r.v• •�.�..�'��-�-' I . ' ype �.pin, 0 �C 1 UNIT'C' FLOOR PLAN (TYPEA SCALE:1/4" = 1'-0" GENERAL NOTES 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSESARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOORAND ROOF TRUSS FRAMINGAND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE WI INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULESAND REGULATIONS ARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THE ARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. IF ANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUSTMEETATESTEDASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATION, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFYAND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURESAND EQUIPMENT SUPPLIEDANDIOR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILE ALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECURE ANY AND ALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BY ANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP THROUGHOUT. 17. THE OWNER SHALL MAINTAIN ACURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINEDATALLTIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BEAPPROVEDAND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE INDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FORADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGS ARE NOT TO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNtNG WORKANDIOR PLACING ORDERS. 24. CONTRACTOR SHALL VERIFY THAT ALL BEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED WITH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BE AS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:106:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINET OF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCE A522 FOR SPECIFICATION. 31. PROVIDE BLOCKING IN ALL BATH ROOMS AS REQUIRED FOR FUTURE GRAB BARS. SEE DETAILS ON A521 FOR LOCATIONS. APARTMENT PLAN NOTES 1O ALIGN FINISHED FACES. O2 NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. 3O PROVIDE BOX SHELF. SEE ELEVATION A2/A520. O(1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA4IA520. O5 (2) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE ROD AT EACH SHELF. SEE DETAIL A5/A520. 6O (5) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. SEE DETAIL B1/A520. 7O (1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHERAND DRYER. SEE DETAIL 621A520. O BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4/A520. O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C3/A520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVER AT +8'-4" AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL B3/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FOR ACTUAL CONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D4/A520, D5/A520. 15 CASED OPENING WI WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT6'-8"AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARD AT THIS LOCATION. � � ,- �t �,��• , 'n'� , �..� �� , u. t� _._�� .__ �� - ° -� .� A=� ��.. �`� .��. � �;� `�` �. � �.,_�� : PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\\`�o��`��.STU T.,,,,,��///, � ��' F,G�STER O�'9Z: �� Q` : 00033126 - STATE OF � - �� KEY PLAN BLDG D SCALE:NTS PLAN NORTH Developer: P E D C O R �' ��r►�z � DEVELOPMENT CO. Project: � � �J � � 0 U � � � � .� ■� U� � .� �� U � � � � � N � M ._ O _ � � � �Z � � � � � � (� o v VJ � � � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMEN7 IS AN INSTRUMEN7 OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHI7ECTAND PEDCOR DESIGN GROUP. LLC ALL INFORMATION CONTPJNED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT. IN7ELLECTUAL PROPERTV RIGHTS OR O7HER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINALAND UNPUBLISHED WORK OF 7HE ARCHITECT, JAMES R STU7ZMAN. AND PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS. OR THE RESULTING BUILqNG OR BUILDINGS. OR PORTIONS OF THE RESUL7ING BUILDING OR BUILDINGS MAV BE WPLICATED. COPIER EXHIBITED, PFIOTOGRAPHED, PUBLISHED, MODIFlED OR OTHERWISE DISTRIBUTED IN ANV WAY WITFiOUT THE SPECIFlCAND PRIOR WRITTEN CANSEM OF THE ARCHITECT, JAMES R STUTZMANAND PEDCOR DESIGN GROUP, LLC m COPYRIGHT 2013 JP.MES R. STURMAN PJA Cam�el Indiana. Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By ' EJD, JLS, JAW, AlR �%� ast evision ate: • Construction Bid Set 0220.13 • Parcel 489 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet TiUe: ARCHITECTURAL UNIT PLANS Sheet Number: HEET 2 OF 2 � F1 GENERAL ELECTRICAL NOTES �� s �� .� � � i� � ,� ��e � �� 1�� - 6 • � � t s'� ° c � = E� ' s ` �, � +? � s4 � �w \�J � - � � : �� $�� e ai � � �� • � p�. . � a o � ,.. '�' ■ �� , ��I� I�p� � �_�J �. � _� ! � �� Q% _ � �9 ` a 's' � 41� �' �� ' � '� . 1 � ;� '� - � � � °"�� e� I C � �1 ��`�p �� '�M/ � � � t�� L a� � ? �� _� 1,� � i � � -� �, � �� '�'� . �--%� � � � i` I� , . i �� !� '9 � ° {I J ��'� ` D �� v ' � _ --__ _ _ _ � � i m � � : UNIT'D' RCP PLAN (TYPE B-OPTA E:1/4" = 1' 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIAL AND LABOR TO COMPLETE THE WORK AS INDICATED AND AS REQUIRED. 4. ALL MATERIALTO BE NEWAND U.L. RATEDAND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FORALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY. 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERALDUTY 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A.F.F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTER AND BELOW BREAKFAST BAR ARE TO BE MOUNTED SIDEWAYS. 12. SMOKE DETECTOR WITHIN A SINGLE UNITARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHERAND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOX AND FIXTURE BLOCK FOR SIDING USE ATALL SIDING LOCATIONS - MATCH SIDING COLOR. 18. MARK SWITCHED OUTLET AND CONTROLLING SWITCH W/ ��5�� 19. WATER HEATER DISCONNECT DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. GENERAL CEILING NOTES 1. ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. 2. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 3. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALLAT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 4. PROVIDE FIRE RATED DAMPERS REQUIRED AT FIRE RATED WALLS. 5. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 6. ALL ROOM CEILING HEIGHTS ARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARSAND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILING AT THE HEIGHT OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. I NOTE: THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: • MINI PENDANT FIXTURE :: MULTI-LAMP VANITY SCONCE �- SURFACE MOUNTED FIXTURE. oW WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE o STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � �C 0 � � � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTURE ALLOWANCE JUCTION BOX FOR FUTURE CEILING FAN JUCTION BOX 1/2 SWITCHED OUTLET GFIPROTECTED OUTLET QUAD OUTLET �Wp WEATHER PROOF OUTIET � 220V.OUTLET 220 � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. �g FIRE ALARM STROBE AND SPEAI�R sD FIRE ALARM SMOKE DETECTOR � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D2/A520. STORAGE SPACE CEILINGSAT 10'-0"AFF. � � LIVING SPACE CEILINGS ATAPPROX. +/- 9'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. ��i� � 7'-6" HIGH CLG. UNDER MECH. EQUIP. ��i 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. O SERVICE PANEL. �� AREA OF GAS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE oiM. DIMMER os DOOR SWITCH LIGHT FIXTURE SCHEDULE SYMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO PORCELAIN 1-60WA19FR KEYLESS W/P.C. L-4 BATH MAXIM 20100FTSN 3-60WA19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841MRSN 2-60WA19FR CEILING MOUNTED L-11 SHOWER/TUB COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN 8 DURAY. MUST BE APPROVED BY DESIGNER. UNIT 'D' FLOOR C� SCALE: 1/4" = 1'-0" GENERAL NOTES PLAN (TYPE B-OPT A 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSES ARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOOR AND ROOF TRUSS FRAMING AND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULESAND REGULATIONSARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THE ARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. IF ANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUSTMEETATESTEDASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATION, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFYAND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIEDAND/OR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILE ALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECUREANYANDALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BYANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLED AND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTESAND/OR DRAWINGSARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP THROUGHOUT 17. THE OWNER SHALL MAINTAIN A CURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED ATALL TIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT. 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE INDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FORADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGS ARE NOT TO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNING WORKAND/OR PLACING ORDERS. 24. CONTRACTORSHALLVERIFYTHATALLBEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT: ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED WITH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BEAS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:10B:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINET OF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUMAWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCEA522 FOR SPECIFICATION. SIM. APARTMENT PLAN NOTES 1O ALIGN FINISHED FACES. O2 NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. O3 PROVIDE BOX SHELF. SEE ELEVATION A2/A520. 4O (1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA4/A520. O5 (2) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE RODAT EACH SHELF. SEE DETAIL A5/A520. O6 (5)16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. SEE DETAIL 61/A520. O7 (1)16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHERAND DRYER. SEE DETAIL 62/A520. O8 BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4/A520. O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C3/A520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVER AT +8'-4" AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL 63/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FOR ACTUAI CONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D4/A520, D5/A520. 15 CASED OPENING W/ WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT6'-8"AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARD AT THIS LOCATION. 18 PLUMBING RISERAT THIS LOCATION IN UNITS 100-102, 203•205, 209-211. THICKEN WALL ON CLOSET SIDE. REF. DETAIL F3/A520. 19 PLUMBING RISERAT THIS LOCATION IN UNITS 201-202, 207, 213. USE 2X6 FRAMING AT CLOSET B-7 ONLY 20 PLUMBING RISER AT THIS LOCATION IN UNIT 212. USE 2X6 FRAMING. 21 PLUMBING RISERATTHIS LOCATION IN UNITS 100-101. THICKEN WALL ON LAUNDRY SIDE. REF. DETAIL F3/A520. _ i .L,. �s r�. �� , �� . , �..,. .. _.� � A� ��. �'� =�; � �ii;' �f:�ii.i� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`��.��`�S R. ST U r2�,,�� ,�`� �G�sTERFO '9Z 1 00033126 STATE OF � � � KEY PLAN BLDG D SCALE: NTS PLAN NORTH Developer: P E D C O R �' ��x � DEVELOPMENT CO. Project: � � � �+ � � o � � Q � N v �M ._ o � �� , � � � Z ._ .� � U � �= � � . � � � � � � L W � � �^ U VJ � O � � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMEM OF SERVICES AND IS 7HE SOLE PROPERN OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LIC. ALL INFORMATION CONTAINED HEREIN IS CONFIDEN7IAL. ITS SUBMISSION AND DISTRIBUiION TO OTHER PARTIES IS NOT TO BE CANS7RUEDAS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGH75 ALL INFORMATION CANTAINED HEREIN CONSTITUTES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT. JAMES R STUTZMAN. AND PEDCOR DESIGN GROUP LLC. NO PAR70R WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING BUI�pNG OR BUILDINGS, OR POR710NS OF THE RESUL7ING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED. EXHIBITED. PFIOTOGRAPHED. PUBLISHED, MODIFIED OR OTHER�MSE qSTRIBUTED IN ANY WAY WITHOUT THE SPECIFlC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R SiUTZMAN AND PEDCOR DESIGN GROUP, LLC O COPYRIGHT 2013 JAMES R. STURMAN FUA Carmel Indiana. Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, fUR JAW ast evision a e: • Construction Bid Set 02.20.13 • Parcel 489 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BU�LDING Sheet Title: ARCHITECTURAL UNIT PLANS Sheet Number: SHEET 2 OF 2 . . . . rawings: ons ruc ion oc: ui ing :. .. o u es: pa men s: ni ype .p n, a e prin e: 0 i � _ _ GFI wP F1 GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK TO BE PERFORMED BY A LICENSED, ELECTRICAL CONTRACTOR. 2. ALL WORK TO MEET THE THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND RULES AND REGULATIONS OF THE STATE OF INDIANA. 3. PROVIDE ALL MATERIALAND LABOR TO COMPLETE THE WORKAS INDICATEDANDAS REQUIRED. 4. ALL MATERIAL TO BE NEW AND U.L. RATED AND SEALS ARE TO BE VISIBLE. 5. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIP. HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE SPACE FOR OCCUPANCY 6. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE WITH THE UTILITY COMPANY 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR GENERAL DUTY. 8. E.C. TO PROVIDE FINAL CONNECTIONS TO ALL NEW EQUIPMENT AND APPLIANCES. 9. ALL RECEPTACLES TO BE 15" A. F. F. TO BOTTOM OF ELEC. BOX EXCEPTAS NOTED OR INDICATED OTHERWISE. 10. ALL SWITCHES & THERMOSTATS TO BE 48" A.F.F. TO TOP EXCEPTAS NOTED OR INDICATED OTHERWISE. 11. ALL SWITCHES AND OUTLETS LOCATED ABOVE KITCHEN COUNTERAND BELOW BREAKFAST BARARE TO BE MOUNTED SIDEWAYS. 12. SMOKE DETECTOR WITHIN A SINGLE UNITARE TO BE LINKED SO THAT WHEN ONE IS ACTIVATED, THEY ALL ARE ACTIVATED. 13. ALL CEILING MOUNTED LIGHTS IN CLOSETS SHALL BE MOUNTED A MINIMUM OF 12" FROM FACE OF SHELF. COMPLY WITH ELEC. CODE REQUIREMENT SECT. 410.8 14. ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION SHALL BE PROVIDED FOR ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN BEDROOMS. 15. RANGE RECEPTACLE HEIGHT TO BE COORDINATED WITH MANUFACTURER SUPPLYING APPLIANCE. 16. PLUG IN DISHWASHER AND DISPOSAL UNDER SINK OUTLET. HALF HOT FOR DISHWASHER AND HALF SWITCHED FOR DISPOSAL. 17. PROVIDE UL LISTED COMBINATION OUTLET/ RECEPTACLE BOX AND FIXTURE BLOCK FOR SIDING USEATALL SIDING LOCATIONS - MATCH SIDING COLOR. 18. MARK SWITCHED OUTLETAND CONTROLLING SWITCH W/ ��S�� 19. WATER HEATER DISCONNECT: DISCONNECT FOR WATER HEATER SHALL BE BY CIRCUIT BREAKER CAPABLE OF BEING "LOCKED OUT" OR BY PROVIDING DISCONNECT SWITCH ADJACENT TO WATER HEATER. 20. EXPOSED MATERIALS IN MECHANICAL ROOMS USED AS PLENUMS SHALL BE "PLENUM RATED" AS ACCEPTABLE TO CODE AUTHORITIES. UNIT 'E' RCP PLAN SCALE:1/4" = 1'-0" P E B-O PT A GENERAL CEILING NOTES 1. ALL WALLS GO TO FINISHED CEILING UNLESS NOTED OTHERWISE. SEE CONSTRUCTION PLAN FOR OTHER WALL TYPE INFORMATION. 2. CEILING HEIGHT DESIGNATED BY BENCHMARK ABOVE FINISHED FLOOR (AFF). 3. EACH ROOM TO HAVE INDIVIDUAL SWITCH LOCATED ON WALL AT DOORWAY TO ROOM, TYPICAL UNLESS NOTED OTHERWISE. IN LOCATIONS OF 2 OR MORE SWITCHES IN CLOSE PROXIMITY, SWITCHES ARE TO BE CONSOLIDATED TO A GANG PLATE CONDITION. 4. PROVIDE FIRE RATED DAMPERS REQIJIRED AT FIRE RATED WALLS. 5. TRADES TO COORDINATE THE HEIGHT OF FIRE SUPPRESSION LINES, ROOF DRAIN LEADERS, ROOF STACK VENTS AND CONDENSATE LINES TO ALLOW FOR CEILING HEIGHTS AS INDICATED ON THE REFLECTED CEILING PLAN. 6. ALL ROOM CEILING HEIGHTSARE TO BE APPROXIMATELY +9'-0" UNLESS OTHERWISE NOTED. I NOTE: ALL OPENINGS OR PENETRATIONS (I.E. PLUMBING VENTS, ETC.) THROUGH THE FIRE RATED WALL, CEILINGS AND/OR FLOOR SYSTEMS REQUIRE PROPER PROTECTIVE FIRE STOPPING. FIRE COLLARS AND FIRE CAULKING SHALL BE PROPERLY INSTALLED, LOCATED AT THE FIRSTAND SECOND FLOOR CEILING AT THE HEIGHT ! OF TOP PLATES, SECOND AND THIRD FLOOR AT FINISHED FLOOR LINE, THIRD FLOOR CEILING AT HEIGHT OF TOP PLATES AND ANY PENETRATIONS OF RATED WALL ASSEMBLES. NOTE: I THESE DRAWINGS ARE INTENDED TO DOCUMENT THE GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS. THEY MAY NOT BE COMPLETE IN EVERY RESPECT THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, EQUIPMENT, ACCESSORIES, ETC., FOR A COMPLETE & OPERATING INSTALLATION, WHETHER OR NOT INDICATED ON THESE DOCUMENTS. REFLECTED CEILING LEGEND: � MINI PENDANT FIXTURE :: MULTI-LAMP VANITY SCONCE � SURFACE MOUNTED FiXTURE. ow WET LOCATION LIGHT FIXTURE � EXHAUST FAN. ° RECESSED DOWNLIGHT FIXTURE v SCONCE � STRIP LIGHT WALL MOUNT 4 DISCONNECT SWITCH � �C � � � � EXTERIOR LIGHT FIXTURE BY LIGHT FIXTUREALLOWANCE JUCTION BOX FOR FUTURE CEILING FAN JUCTION BOX 1/2 SWITCHED OUTLET GFIPROTECTED OUTLET QUAD OUTLET ��/P WEATHER PROOF OUTLET � 220V.OUTLET 220 � SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT SPECIFICATIONS FOR POWER REQUIREMENTS AND TYPE. �g FIRE ALARM STROBE AND SPEAKER � sD FIREALARM SMOKE DETECTOR � ACCESS PANEL, REF. X/AXXX FOR PRODUCT INFORMATION. SHOWER OR TUB CEILING AT 7'-4" AFF. PRE-ROCK INTERSTITIAL SPACE PRIOR TO INSTALLING HVAC SYSTEM. REFERENCE DETAIL D2/A520. STORAGE SPACE CEILINGS AT 10'-0" AFF. � LIVING SPACE CEILINGS AT APPROX. +/- g'-0" AFF. UNFINISHED CEILING. (FIRE TAPED & GYP. BD. SPACLED.) 2X2'-6" LAY-IN HVAC RETURN. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �i� � 7'-6" HIGH CLG. UNDER MECH. EQUIP. �� 2X2 LAY-IN HVAC DIFFUSER. SEE MECHANICAL DESIGN/BUILD DRAWINGS FOR SPECIFICATIONS. �OPEN CEILING HEIGHT. � SERVICE PANEL. �-�� AREA OF �AS LINE O THERMOSTAT � CABLE SERVICE � PHONE SERVICE oiM. DIMMER os DOOR SWITCH LIGHT FIXTURE SCHEDULE SYMBOL ROOM NAME MANUFACTURER CATALOG # LIGHT BULB REMARKS L-1 PATIO/BALCONY MAXIM 85013LTES 1-13W GU24 WALL MOUNTED L-2 CLO./LAUNDRY SEAGULL 75435-962 2-60WA19FR CEILING MOUNTED L-3 URN/ATTIC/STO PORCELAIN 1-60W A19FR KEYLESS W/P.C. L�4 BATH MAXIM 20100FTSN 3-60WA19 WALL MOUNTED L-5 BATH MAXIM 20101 FTSN 4-60W A19 WALL MOUNTED L-6 BATH BROAN 689 WALL MOUNTED EXHAUST FAN L-7 KITCHEN/BAR MAXIM 92090FTSN 1-100WA19FR 24" EXTENSION EXCEPTAS NOTED L-8 KITCHEN MAXIM 87212SN 72W T9 CIRCLINE CEILING MOUNTED L-9 LAUNDRY/MECH AFCO ST117R8 1-F17W T8 CEILING MOUNTED L-10 HALL MAXIM 5841MRSN 2-60WA19FR CEILING MOUNTED L-11 SHOWER/TUB COOPER HALO ML706827-H750T-493SC06 WET LOCATION L-12 BATH COOPER HALO ML706827-H750T-493SC06 RECESSED DOWNLIGHT L-13 DINING ROOM COOPER, HALO ML712827-TD010-H750T-494SC06 RECESSED DOWNLIGHT L-14 ENTRY HALL MAXIM 20091FTSN 2-60WA19 CEILING MOUNTED ALTERNATE MANUFACTURER'S: PROGRESS, SEAL GULL, NUTONE, JUNO, NULITE, TROPICAL LITEX ELLINGTON, TOL TEC, LEVITON, SPATIAN 8 DURAY. MUST BE APPROVED BY DESIGNER. �� M � UNIT'E' FLOOR C� SCALE: 1/4" = 1'-0" GENERAL NOTES PLAN (TYPE B-OPT A 1. FLOOR TRUSSES @ 24" O.C. MAX. UNLESS OTHERWISE REQUIRED TO MEET LOADING AND DEFLECTION CRITERIA. TRUSSESARE TO BE POSITIONED SO THEY DO NOT INTERFERE WITH PLUMBING AND HVAC, ADJUST SPACING AS NECESSARY REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DETAILED FLOOR AND ROOF TRUSS FRAMING AND DIAGRAMSARE TO BE FURNISHED BYASTRUCTURAL ENGINEER LICENSED IN THE STATE OF INDIANA. 3. ALL INTERIOR WALLS ARE 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE INDICATED. 4. ALL DIMENSIONS ARE FROM FACE TO FACE OF STUDS. 5. CONFORM ALL CONSTRUCTION TO THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANA AMENDMENTS, AMERICAN CONCRETE INSTITUTE 318, AS WELLAS LOCAL COUNTYAND/OR CITY JURISDICTIONS. IF SUCH RULESAND REGULATIONSARE IN CONFLICT WITH AN PORTION OF THESE DOCUMENTS, THE ARCHITECT SHALL BE INFORMED BEFORE PROCEEDING. 6. ALL INTERIOR BUILDING FINISHES TO CONFORM TO REQUIREMENTS OF THE 2006 INTERNATIONAL BUILDING CODE W/ INDIANAAMENDMENTS. 7. ANYANDALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANYTYPE OF ENERGY LOSS. IFANY PENETRATION IS THROUGH A FIRE RATED ASSEMBLY, THE PENETRATION MUST MEETA TESTED ASSEMBLY ACCEPTABLE TO CODE. SUBMIT DOCUMENTATION, PER SPECIFICATIONS. 8. VERIFYALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 9. THE CONTRACTOR TO VERIFYAND COORDINATEALL APPLICABLE DIMENSIONS OF FIXTURESAND EQUIPMENT SUPPLIEDAND/OR INSTALLED BY OTHERS. 10. THE POSTING OF AN OFFICIAL DESIGN RELEASE AND MAINTENANCE OF ONE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE IS REQUIRED. 11. THE G.C. OR OWNER SHALL FILEALL DRAWINGS FOR PERMITAPPLICATION OR OTHER MATERIALS REQUIRED TO SECUREANYANDALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BY ANY LOCAL ORDINANCES TO PERFORM THIS WORK. 12. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC. VERIFICATION MUST BE DONE IN THE FIELD. 13. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED, INSTALLEDAND CONNECTED WHERE SO REQUIRED. 14. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONSAS REQUIRED BY LOCALJURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY 15. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FO OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 16. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIREDANDARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIALAND WORKMANSHIP THROUGHOUT. 17. THE OWNER SHALL MAINTAIN ACURRENTAND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 18. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINEDATALLTIMES. ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BEAPPROVEDAND COORDINATED IN ADVANCE WITH THE OWNERAND LOCAL BUILDING DEPARTMENT 19. SECTIONS INDICATED AS TYPICAL MAY NOT BE INDICATED ON PLAN SHEETS. IT IS THE CONTRACTORS RESPONSIBILITY TO USE TYPICAL SECTIONS WHERE REQUIRED. 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND/OR SHORING UNTIL THE PERMANENT BRACING IS IN PLACE. 21. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS, SEE MECHANICAL, ELECTRICALAND PLUMBING DRAWINGS FORADDITIONAL INFORMATION REGARDING SIZE AND QUANTITY OF OPENINGS, SLAB REQUIREMENTS AND LINTELS. 22. THESE DRAWINGS ARE NOT TO BE SEPARATED. 23. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY IT IS THE CONTRACTORS RESPONSIBIIITYTO REVIEWALL DRAWINGS AND SPECIFICATIONS PRIOR TO BEGINNING WORKAND/OR PLACING ORDERS. 24. CONTRACTOR SHALL VERIFY THATALL BEDROOM WINDOWS MEET EGRESS CODE REQUIREMENTS. 25. PRESERVATIVE PRESSURE TREATMENT: ALL WOOD SILL PLATES IN DIRECT CONTACT WITH CONCRETE MATERIAL SHALL BE TREATED. ALL UNFINISHED EXPOSED WOOD INCLUDING RAILING, DECKING AND DECK SUPPORT MATERIALS SHALL BE TREATED WITH 40% RATE OF RETENTION. PRESERVATIVES SHALL MEET REQUIREMENTS OF BUILDING CODE AND EPA REGULATIONS. FASTENERS SHALL BE AS RECOMMENDED BY THE PRESERVATIVE MANUFACTURER. 26. CONTRACTOR SHALL PROVIDE WOOD BLOCKING IN WALLS FOR MOUNTING CABINETS. 27. PROVIDE ONE 2A:106:C FIRE EXTINGUISHER MOUNTED IN THE KITCHEN SINK BASE CABINETOF EACH LIVING UNIT 28. ALL NEW DOORS TO BE INSTALLED WITH HINGE 4" MINIMUM AWAY FROM WALL. 29. ALL DEMISING, EXTERIOR WALLS, AND CORRIDOR WALLS ARE PART OF THE BUILDING SHELL DOCUMENTATION. REFER TO THOSE SHEETS FOR WALL TYPE INFORMATION. 30. PROVIDE WINDOW BLINDS. REFERENCEA522 FOR SPECIFICATION. APARTMENT PLAN NOTES 1O ALIGN FINISHED FACES. ZO NEW PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN EACH UNIT. PLACE FIRE EXTINGUISHER IN CABINET UNDER SINK. 3O PROVIDE BOX SHELF. SEE ELEVATIONA2/A520. 4O (1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS WITH SINGLE ROD. SEE DETAILA4/A520. 5O (2) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS WITH SINGLE ROD AT EACH SHELF. SEE DETAIL A5/A520. O6 (5) 16" DEEP 3/4" PARTICAL BOARD SHELVES ON WALL CLEATS. PROVIDE ADDITIONAL BLOCKING AS REQUIRED. SEE DETAIL 61/A520. 7O (1) 16" DEEP 3/4" PARTICAL BOARD SHELF ON WALL CLEATS OVER FUTURE WASHER AND DRYER. SEE DETAIL 62/A520. O BAR HEIGHT GRANITE KITCHEN COUNTER. SEE DETAIL C4/A520. O STAIR ENCLOSURE, SEE STAIR DRAWINGS. 10 1 HR. WALLAT TUB, SEE DETAIL C3/A520. 11 LOUVER VENT CLOSET WALL. FRAMING AS REQ'D TO BOX IN LOUVER. TOP OF LOUVER AT +8'-4" AFF. 12 18" DEEP X 31" HIGH GRANITE DESK, SEE DETAIL B3/A520. 13 INTERIOR FACE OF THE WALLAND TRIM AT THE EXTERIOR WALLS SHALL FOLLOW THE SCOPE FOR THE APARTMENT WORK. REFER TO THE OVERALL FLOOR PLANS FOR ACTUAL CONFIGURATION. 14 MECH. PLATFORM IN CLOSET, REF. SECTION DETAILS D3/A520, D4/A520, D5/A520. 15 CASED OPENING W/ WD. CASING TO MATCH DOOR CASING. OPENING HEIGHTAT6'-8"AFF. 16 REFRIGERATOR WITH ICE MAKER, ADD WATER LINE. 17 REFERENCE ELECTRICAL DRAWINGS FOR TECHNOLOGY BOARDAT THIS LOCATION. I 1 �� .�', � , ,�.�� j.�, �_� _._____4�..�..�_ �.., x'� � �� ; � . ,. � : £' �" �: a: :i i 1: �< PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\\��o��S Ft. ST U T�,�''��. . �� GtST ERFO q2 �' � � : 00033126 - STATE OF � � � � � KEY PLAN BLDG D SCALE: NTS PLAN NORTH Developer: P E D C O R �' ��x ' � DEVELOPMENT CO. Project: � � � `�� ('�'S � � � � Q � N v �M .- O � N � �1 � �' �' � � Z ■� ■� � V � �- � � . � � � � � �--� L W � � � U � O � � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION Of COMMON LAW COPVRIGHT IMELLECTUAL PROPERN RIGHTS OR OTHER RESEHVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT. JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILqNG OR BUILDINGS, OR POR710NS OF THE RESULTING BUILDING OR BUIIDINGS MAY BE DUPLICATED. COPIED. EXHIBITED, PFiOTOGRAPHED, PUBLISHED. MODIFI ED OR OTHERIMSE DIS7RIBUTED IN ANY WAY WITFIOUT THE SPECIFIC AND PRIOR NRITTEN CONSEM OF THE ARCHITECT, JAMES R. STUTZMANAND PEDCOR DESIGN GROUP, LLC O COPVRIGHT 2013 JAMES R. STUTZMAN FJA Carmel Indiana. Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AIR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 489 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: ARCHITECTURAL UNIT PLANS . • 1.; Sheet Number: 3 OF 3 2 A204 2 �------------�-----�--� �--------------------� IM.OPP. / .-..r...�..�.�T nnn� � `_ i � RIDGE 2 A206 1 BRICKTYPES = B1=6ELDEN: BELCREST#760A, BASE BID 62=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) 63=EQUAL SUBSTITUTION TO "B1" (SEE ALTERNATES) B4=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B5=EQUAL BRICK FROM SAME MANUFACTURER AS MAIN VENEER W/ DIFFERENT SHADE TO BE USED IN BRICK VENEER BASE (TBD). 2 LIMESTONE = INDIANA BUFF LIMESTONE 3 EIFS = MATCH LIMESTONE COLOR 4 FRP COLUMNS, NEWEL POSTS = MATCH LIMESTONE COLOR 5 GRANITE = G1 = COLD SPRINGS, CARNELIAN, DIAMOND 10 6. PVC ROOFING MEMBRANE/FLASHING = MANUF. COLOR MOST CLOSELY MATCHING LIMESTONE 7. PREFIN. MTL. TRIM DRIP EDGE, EIFS CAP FLASHING, FLASHING, WINDOW TRIM = MATCH LIMESTONE COLOR 8. DOWNSPOUTS. CONDUCTOR HEADS = DARK BRONZE 9. GUTTERS = MATCH LIMESTONE 10. SOFFIT/ SOFFIT VENTS = MATCH LIMESTONE 11. BRICK LINTELS = MATCH BRICK COLOR (ALL LIMESTONE OPENINGS ARE SELF SUPPORTING) 12. DRYER VENTS = VARIES, EITHER MATCH ADJACENT EIFS, OR MATCH ADJACENT BRICK, SEE ENLARGED ELEVS. 13. GUARDRAILINGS = GLOSS BLACK 14. S.H. WINDOWS = WHITE 15. STOREFRONT SYSTEMS = DARK BRONZE. e n o i �Tr o n �!�lIAIV flllfl�C — 1A/LJITC CIrJH.�AIVICIVIdLT VVCI'C VVVVU FRAMING, SIGNAGE BLOCKING AS ` REQUIIRED. F1 EAST ELEVATION 1/8" = 1' .�ri+� � � �rT n rir n ELEVATION NOTES: 1.) EIFS REINFORCEMENT ON ALL PORCHES (AT ALL LEVELS), ENTRANCES AND FIRST FLOOR WALL AREAS BELOW A HORIZONTAL LINE +7'-0" ABOVE GRADE, AND INTERMEDIATE-IMPACT REINFORCEMENT AND A SECOND BASE COAT TO THE STANDARD-IMPACT AREAS. . .... . .�., ..... . r. . _.. . _... v :.iai- �� .�,-.�.�� „-,� , ��,.,�...�..,., A207 WEST ELEVATION � 3 SCALE: 1/8" = 1'-0" �F PLAN. LASS ROOF .T. )RIP EDGE AND TC EIFS �OM�40Pd REQUIREMENTS. JM 6" GUTTER. 1DING PLYWD 3, PLYWD COPING FIT VENTING, T. ES, B1 �DS AT PORCH IOULDING ABOVE AILINGS. � PLYWD BACKING, �P SUBSTRATE iNNING BOND 65, TYP. �\ �� / f�'j"F�y 4V��. } �V,t ,� _..... _...� .,v_..._._ �,; ;�._.� ��'� �_ ; �.e. i, : > c a. �; � i :: €� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ,,, , , , . � � S R . S T U r Z � , , ,,,, � �`G\5T �RF� 92 � � 00033126 STATE OF � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' ��z � DEVELOPMENT CO. _ ___ _ _____ _ ___ _ _ ___ _ _ _ _ _ Project: � � � �+ � � O � � N � � M U � .� � � W � � � � �-' � � Z ■� ■� � C� � � = � � ■ � � � � � � (� � ��^U VJ � O � V , V °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT �S AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGNT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTFUNED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THEARCHITEC7. JAMES R S7UTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF THIS DESIGN THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS OR PORTIONS OF 7HE RESULTING BUILDING OR BUILDINGS MAY BE WPLICA7ED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED. MODIFlED OR OTHERWISE DISTRIBUTED IN AM' WAY WITHOUT ?HE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT JAMES R S7UTZMAN AND PEDCOR DESIGN GROUP LLC m COPYRIGHT 2012 JAMES R STUTZMAN PJA Cartnel Indiana. Bid Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked B EJD, JLS, JAW, /UR JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: BUILDING ELEVATIONS Sheet Number: HEET 52 OF 139 ". _ __ . _ . - __ I _ / __ EXTERIOR MATERIAL LEGEND� 1 BRICK TYPES = B1=BELDEN: BELCREST #760A, BASE BID 62=EQUAL SUBSTITUTION TO "B1" (SEE ALTERNATES) B3=EQUAL SUBSTITUTION TO "61" (SEE A�TERNATES) B4=EQUAL SUBSTITUTION TO "B1" (SEE ALTERNATES) B5=EQUAL BRICK FROM SAME MANUFACTURERAS MAIN VENEER W/ DIFFERENT SHADE TO BE USED IN BRICK VENEER BASE (TBD). 2 LIMESTONE = INDIANA BUFF LIMESTONE 3 EIFS = MATCH LIMESTONE COLOR 4 FRP GOLUMNS. NEWEL POSTS = MATCH LIMESTONE COLOR 5 GRANITE = G1 = COLD SPRINGS, CARNELIAN, DIAMOND 10 6. PVC ROOFING MEMBRANE/FLASHING = MANUF. COLOR MOST CLOSELY MATCHING LIMESTONE 7. PREFIN MTL TRIM DRIP EDGE EIFS CAP FLASHING FLASHING WINDOW TRIM = MATCH LIMESTONE COLOR 8. DOWNSPOUTS. CONDUCTOR HEADS = DARK BRONZE 9. GUTTERS = MATCH LIMESTONE 10. SOFFIT/ SOFFIT VENTS = MATCH LIMESTONE 11. BRICK LINTELS = MATCH BRICK COLOR (ALL LIMESTONE OPENINGS ARE SELF SUPPORTING) 12. DRYER VENTS = VARIES, EITHER MATCHADJACENT EIFS, OR MATCHADJACENT BRICK, SEE ENLARGED ELEVS. 13. GUARDRAILINGS = GLOSS BLACK 14. S.H. WINDOWS = WHITE 15. STOREFRONT SYSTEMS = DARK BRONZE. 16. 8-LITE BALCONY DOORS = WHITE 17. 8-PANEL ENTRY DOORS = DARK BRONZE 18. HM DOORS (EXTERIOR SIDE) = DARK BRONZE PREFIN. CORNICE PLYWD, : TR I M/4x6 CORNICE 3x4 PREf S.H. WIN LIMESTC PREFIN. BEYOND BALCON' MASONF LOOSE L ALL BRIC S.H. WIN LIMESTC PREFIN. BEYOND PREFIN. BALCON FRAMIN( TRIM 1: I PLYWD E LAPPED STEEL L BRICK O EXTENT; REFERE SUPPOR 3x4 PRE STOREF RUNNIN� BRICK B DENTIL SPACING � DENTI L 1 SPACI NG 1'-0" _ _ _ _ _ _ _ DENTIL SPACING _ _ _ I — — — — � I � 9 3Q I � 2 �D I 3 30 I � 4 30 I � � a � � � � � � ( � � I EAST A EAST B 1 '1 crni �� iR�� _ ��_n° � SC:AI F• 3/R" = 1'-0" C:\Users\design2\DesktoplBidg D Nonseparated.pla, Date printed: 4/3/2013 PREFIN. MTL. DRIP EDGE CORNICE 3: INCLUDES EIFS PROFILE, EIFS DENTIL2, SOFFIT, VENTS, PREFIN MTLTRIM WRAPPED 2X WD GUTTER BOARD, AND 4x6 PREFIN. MTLGUTTER THiN BRICK VENEER W/ SUPPORTAND DRAINAGE SYSTEM (RUNNING BOND) ABOVE +32'-0" (B 1) EIFS HEAD 1, SEE F1/A511 S.H. WINDOW LIMESTONE SURROUND 2, SEE E5/A511 S.H. WINDOW LIMESTONE SURROUND 1, SEE E5/A511 3x4 PREFIN. MTL. DOWNSPOUT PREFIN. MTL. GUARDRAILING 2, SEE A512 PREFIN. MTL. FLASHING OVER ENTIRE BALCONY PREFIN. MTL. DRIP EDGE TRIM 5: INCLUDING EIFS, AND PLYWD CAP SUBSTRATE EIFS HEAD 2, SEE F1/A511 EIFS HEAD 3, SEE F1lA511 S.H. WINDOW LIMESTONE SURROUND 2, SEE E5/A511 S.H. WINDOW LIMESTONE SURROUND 1, SEE E5/A511 PREFIN. MTL. GUARDRAILING 1, SEE A512 FRP COLUMN (COL 1), SEE A513 COLORED PVC ROOFING/FLASHING PREFIN. MTL. DRIP EDGE EXTENTS OF 3/4" PLYWD. (NOT OSB) FOR SIGNAGE 6x4 PREFIN. MTL. GUTTER AND DRIP EDGE TRIM 3: INCLUDES EIFSAND 2X WD GUTTER BOARD 3/4" INSET RECTANGLES IN EIFS TRIM TRIM 2: EIFS, INCIUDING PLYWD COPING CAP SUBSTRATE, SEE A510. TRIM 2B: LIMESTONE 3x2 PREFIN. MTL. DOWNSPOUT STOREFRONT SYSTEM RUNNING BOND BRICK VENEER BRICK BASE 2, 65 BRICK BASE 1, 65 _ -� � �� '� .� r� �. i _ �.��.._..._.___ �._� ._�. ��. o�`� �: �_� ��x� t�#:�.>;:$i PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`\��oo•�� STUT?°i%,,, �C. 2� '��, ,� ��,\STERFO y2 � 1 00033126 STATE OF � L� KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R �' �e��x � DEVELOPMENT CO. __ __ __ _ -- _ _ _ _ Project: � � � � � � O � � N � � M U � .� 0 � W � � � �""� � � Z ._ ._ R� — U� �- � � ■ � � � � � � � � O � U V ! � O � Y J U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SER'VICESAND IS THE SOLE PROPERiY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC ALL INFORMATIONCONTAINEDHEREINISCONFlDEN7IAL ITSSUBMISSION AND DISTRIBUTION TO O7HER PARTIES IS NOT 70 BE CONSTRUED AS PUBLICATION IN DEROCATION OF COMMON lAW COPVRIGHT. INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITEC7, JAMES R STURMAN AND PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE WPLICATED,COPIED.EXHIBITED,PHO70GRAPHED,PUBLISHED. MODIFIED OR OTHER�MSE DISTRIBUTED IN ANV WAY WITHOUT 7HE SPECIFICAND PRIOR NRITTEN CONSENT OF THE ARCHREC7, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC O COPVRIGH7 2013 ,IAMES R. STURMAN AIA Carmel Indiana Bld $2t Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: ENLARGED BUILDING ELEVATIONS Sheet Number: �� L � SHEET 55 OF 139 0 � n 1 PREF PREF COR� PLYV� TRIMi CORP PREF S.H. \ LIME1 S.H.1 3x4 P PREF LIME PREF BALC BA�C FRAD PREF EIFS MASi MAS� LOO; ALLI S.H. LIME S.H. PRE FRP LIME COL FLA: PRE STO EDG rRin PLY� LAPI TRin SUB MA� STE BRI( ENG BOL EXT OSE EIF; FRP 3x4 STC MA; RUP BRI � �, �� I�, � � � a � . � i � �> � EXTERIOR MATERIAL LEGEND� 1 BRICK TYPES = B1=BELDEN: BELCREST #760A, BASE BID B2=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) 63=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B4=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B5=EQUAL BRICK FROM SAME MANUFACTURER AS MAIN VENEER W/ DIFFERENT SHADE TO BE USED IN BRICK VENEER BASE (TBD). 2 LIMESTONE = INDIANA BUFF LIMESTONE 3 EIFS = MATCH LIMESTONE COLOR 4 FRP GOLUMNS. NEWEL POSTS = MATCH LIMESTONE COLOR 5 GRANITE = G1 = COLD SPRINGS, CARNELIAN, DIAMOND 10 6. PVG ROOFING MEMBRANE/FLASHING = MANUF. COLOR MOST CLOSELY MATCHING LIMESTONE 7. PREFIN MTL TRIM DRIP EDGE EIFS CAP FLASHING. FLASHING. WINDOW TRIM = MATCH LIMESTONE COLOR 8. DOWNSPOUTS. CONDUCTOR HEADS = DARK BRONZE 9. GUTTERS = MATCH LIMESTONE 10. SOFFIT/ SOFFIT VENTS = MATCH LIMESTONE 11. BRICK LINTELS = MATCH BRICK COLOR (ALL LIMESTONE OPENINGS ARE SELF SUPPORTING) 12. DRYER VENTS = VARIES, EITHER MATCH ADJACENT EIFS, OR MATCH ADJACENT BRICK, SEE ENLARGED ELEVS. 13. GUARDRAILINGS = GLOSS BLACK 14. S.H. WINDOWS = WHITE 15. �TOREFRONT SYSTEMS = DARK BRONZE. 16. 8-LITE BALGONY DOORS = WHITE 17. 8-PANEL ENTRY DOORS = DARK BRONZE 18. HM DOORS j�XTERIOR SIDEI = DARK BRONZE EAST D SCALE:3/8" = 1 , C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4!3/2013 0 � � , � � � I 0 EAST C SCALE:3/8" = 1 � RIP EDGE RYER VENT (EIFS COLOR) ;LUDES 2X WD FRAMING, , VENTS, PREFIN MTL CAP/ =R S, INCLUDES EIFS DENTIL 1 RROUND 1, SEE E5/A511 �UARDRAILING 4, SEE A512 'L. DOWNSPOUT .L 1, SEE F3/A511 LASHING OVER ENTIRE ITROL JT. BEHIND D.S. )ING EIFS, AND PLYWDCAP 1RYER VENT (BRICK COLOR) EE F1/A511 KARCH 1, 61, SEE D1/A511 VTEL (BRICK COLOR), TYP. @ :NINGS )RROUND 1, SEE E5/A511 3UARDRAILING 3, SEE A512 )ST COVER (COL 3), SEE A513 LL 1, SEE F3/A511 ; MEMBRANE/FLASHING ;OUNTERFLASHING JD @ DOWNSPOUTS (AND /EEN DENTILS ABOVE), FINISH S AND FLASHING, TYP. )VER MASONRY, INCLUDING 2EFIN. MTL. LEDGE CAPPING W/ S AND BACKPLATES EMBLY BEYOND INCLUDING ) EIFS TRIM 4A, �/4" PLYWD. SHEATHING (NOT NAGE ;KARCH 2, B1, SEE D1/A511 NTEL (BRICK COLOR), TYP. @ ENINGS NTROL JT. BEHIND D.S. COVER (COL 2), SEE A513 TL. DOWNSPOUT SYSTEM �D BRICK VENEER, G1 , B5 �'" �`�� .�� ' ' �✓.� � f._� .�..___�:�.�_.._.�.__ �.; �� t�. �: �, ti: ��` �i �..._� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmei, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\`��o�� Rf STU �j"Z�i �,,��' � ��sT��FO 92 ; � � 00033126 � STATE OF � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' ��x � DEVELOPMENT CO. ---_ ___ __ _ _ _ - ___ --_ _ _ _ Project: � � � � � � O � � N � � M U � .� � � W � � � '�"'r � � Z ■� ■� � C� � � =^' W ■ � � � � � � � � �U V / � O � V / � � COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL INFORMATIONCONiPJNEDHEREIN IS CONFlDENTIAL tTS SUBMISSION AND qSTRIBUTION TO OTHER PARTIES IS NO7 TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGHT. INTELLECTUAL PROPER7V RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTI7UTES THE ORIGINAL AND UNPUBUSHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN. AND PEDCOR DESIGN GROUP. LLC NO PARTOR WHOLE OF TWS DESIGN. THESE DRAWINGS, OR THE RESUL7ING BUILDING OR BUILDINGS OR PORTIONS OF THE RESULTING BUILDING OR BUILOINGS MAY BE DUPLICATED, CAPIED, EXHIBI7ED. PHOTOGRAPHED. PUBLISHED, MODIFlED OR OTHERNASE DI57RIBUTED IN ANY WAV WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF 7HEARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLG O COPVRIGHT 2013 JAMES R. STUTZMAN PJA Camiel Indiana. Bld S2t construction �ocumen� �� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision a e: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 0220.13 Project Number: NASH BUILDING Sheet Title: ENLARGED BUILDING ELEVATIONS Sheet Number: �� - 1 ,� �� SHEET 56 OF 139 PREFIN CORNIC PLYWD TRIM, P BOARD CORNI( 3x4 PRE 8-LITE 1 PREFIN S.H. WI LIMEST PREFI� LIMESI PREFI� TRIM 5 PLYWC PREFIP EIFS H MASOP LOOSE ALL BF 8-LITE LIMES- S.H. W FRP G PREFII LIMES� PREFII TRIM � PLYWI PREFI 3x4 Pf PAINT RUNN RUNN BRICF � � � � i i / / / / // / �. I � CORNER LEDGE CAP SCALE: 1:470.46 �� \ � ` � ` � � — 3Q �� \ fi�� r EXTERIOR MATERIAL LEGEND: 1 BRICK TYPES = B1=BELDEN: BELCREST #760A, BASE BID 62=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B3=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B4=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B5=EQUAL BRICK FROM SAME MANUFACTURERAS MAIN VENEER W/ DIFFERENT SHADE TO BE USED IN BRICK VENEER BASE (TBD). 2 LIMESTONE = INDIANA BUFF LIMESTONE 3 EIFS = MATCH LIMESTONE COLOR 4 FRP GOL��MNS. NEWEL POSTS = MATCH LIMESTONE COLOR 5 GRANITE = G1 = COLD SPRINGS, CARNELIAN, DIAMOND 10 6. PVG ROOFING MEMBRANE/FLASHING = MANUF. COLOR MOST CLOSELY MATCHING LIMESTONE 7. PR�N h^TL TRIM DRIP EDGE EIFS CAP FLASHING. FLASHING. WINDOW TRIM = MATCH LIMESTONE COLOR 8. DOWNSPOUTS. CONDUCTOR HEADS = DARK BRONZE 9. GUTTERS = MATCH LIMESTONE 10. �OFFIT/ SOFFIT VENTS = MATCH LIMESTONE 11. BRIGK LINTELS = MATCH BRICK COLOR (ALL LIMESTONE OPENINGS ARE SELF SUPPORTING) 12. DRYER VENTS = VARIES, EITHER MATCH ADJACENT EIFS, OR MATCH ADJACENT BRICK, SEE ENLARGED ELEVS. 13. GUARDRAILINGS = GLOSS BLACK 14. S.H. WINDOWS = WHITE 15. �TOREFRONT SYSTEMS = DARK BRONZE. 16. 8-LITE BALGONY DOORS = WHITE 17. 8-PANEL ENTRY DOORS = DARK BRONZE 18. HM DOORS (EXTERIOR SIDEI = DARK BRONZE WEST 1 SCALE:3/8" _ C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 � � � <: WEST 4 SCALE:3/8" = 1'-0" 0 _. DRIP EDGE INCLUDES 2X WD FRAMING, =FIT, VENTS, PREFIN MTL CAP/ IN MTL WRAPPED 2X WD GUTTER ) PREFIN MTL 4x6 GUTTER EIFS :R R BALCONY DOOR W : SURROUND 56, SEE E5/A511 L. GUARDRAILING 11 SEE A512 : SILL 1, SEE F3/A511 'L. FLASHING �FING PAVERSOVER RUBBER 1EMBRANE FS INCLUDING 'SUBSTRATE,AND L CAP, SEE A510. 16, SEE F1/A511 JACKARCH 1, B1, SEE D1/A511 � LINTEL (BRICK COLOR), TYP. @ OPENINGS ER )R BALCONY DOOR )W = SURROUND 5, SEE E5/A511 fL. GUARDRAILING 11 SEE A512 = SILL 1, SEE F3/A511 fL. FLASHING OOFING PAVERSOVER RUBBER VIEMBRANE !IFS INCLUDING PLYWD CAP �E, AND PREFIN MTL 4510. JACKARCH 1, 61, SEE D1/A511 ID LINTEL (BRICK COLOR), TYP. @ OPENINGS �W :ER �M DOOR (BRONZE COLOR) NTRY DOOR BOND BRICK VENEER, 61 3E, B5 � „ -. ,_ � ��,.� .�� .�. � �,.�; .°�� -� �`� �`, � : �. ; i" i`r' i: i� i;_ i c PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: `, ,,,.. � � � � R , S T U r Z � � , ,,, / / /, �� G�STE,qFO .y2 � 1 00033126 STATE OF � � � __--, KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' �� DEVELOPMENT CO. _____ -- _ _ __ -- Project: � � � � � � O � � N � � M U � .� 0 � W � � � �"� � � Z ■� ■� � V � �-A' W ■ � �� U V / L � � V / U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS OOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERN OF 7HE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DIS7RIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROCATION OF COMMON LAW COPVRIGHT INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTPJNED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHI7ECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP. LLC. NO PARTOR NhiOLE OF TWS DESIGN, THESE DF2AlMNGS, OR THE RESULTING BUIIDING OR BUILDINGS, OR POR710NS OF THE RESULTING BUILDING OR BUILqNGS MAV BE WPLICATED.COPIED. EXHIBITED, PHOTOGRAPHED, PUBLISHED, MOqFIED OR OTHER�MSE DISTRIBUTED IN ANV WAY WITHOUT THE SPECIFICAND PRIOR NRI7TEN CONSENT OF THE ARCWTECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2013 JAMES R. STURMAN PJA Carmel Intliana. Bld Set Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD,JLS,JAW,AJR JAW as evision a e: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: ENLARGED BUILDING ELEVATIONS Sheet Number: 1 S� a ,� � EET 57 OF 139 PREFIN. MTL. DRIP EDGE- SOFFIT 1: INCLUDES SOFFIT, VENTS, PREFIN MTL WRAPPED 2X WD GUTTER BOARD, AND 4x6 GUTTER CORNICE 1B: EIFS S.H. LIMESTONE SILL 1, SEE F3/A51 MASONRYJACKARCH 1, B1, SEE LOOSE LAID LINTEL (BRICK COLOR), TYP. @ ALL BRICK OPENINGS S.H. WI LIMESTONE SILL 1, SEE F3/A511 PREFIN. MTL. CAP FLASHING TRIM 46: INCLUDING EIFS, AND PL CAP SUBSTRATE FRP 1/2 COLUMN (COL 4), SEE A513 EIFS ARCH 1 ASSEMBLY, SEE E5/A51 STOREFRONT SYSTEM RUNNING BOND BRICK VENEER, 61 BRICK BASE, WEST 3 SCALE:3/8" = 1 C:\Users\design2\Desktop�Bldg D Nonseparated.pla, Date printed: 3 �, � . �� r � �1� r WEST 2 � 30 i 2 307 I I 1 307 I I s '�= � EX__T__ERIOR MATERIAL LEGEND� 1 BRICK TYPES = B1=BELDEN: BELCREST #760A, BASE BID I 62=EQUAL SUBSTITUTION TO "B1" (SEE ALTERNATES) ' B3=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) B4=EQUAL SUBSTITUTION TO "61" (SEE ALTERNATES) 65=EQUAL BRICK FROM SAME MANUFACTURER AS MAIN VENEER W/ DIFFERENT SHADE TO BE USED IN BRICK VENEER BASE (TBD). 2 LIMESTONE = INDIANA BUFF LIMESTONE 3 EIFS = MATCH LIMESTONE COLOR 4 FRP OLUMNS. NEWEL POSTS = MATCH LIMESTONE COLOR 5 GRANITE = G1 = COLD SPRINGS, CARNELIAN, DIAMOND 10 6. PVG ROOFING MEMBRANE/FLASHING = MANUF. COLOR MOST CLOSELY MATCHING LIMESTONE 7. PR FIN MTL TRIM DRIP EDGE EIFS CAP FLA HIN = MATCH LIMESTONE COLOR 8. DOWNSPOUTS GONDUCTOR HEADS = DARK BRONZE 9. GUTTERS = MATCH LIMESTONE 10. SOFFIT/ SOFFIT VENTS = MATCH LIMESTONE 11. BRICK LINTELS = MATCH BRICK COLOR (ALL LIMESTONE OPENINGS ARE SELF SUPPORTING) 12. DRYER VENTS = VARIES, EITHER MATCH ADJACENT EIFS, OR MATCH ADJACENT BRICK, SEE ENLARGED ELEVS. 13. GUARDRAILINGS = GLOSS BLACK 14. S.H. WINDOWS = WHITE 15. STOREFRONT SYSTEMS = DARK BRONZE. 16. 8-LITE BALGONY DOORS = WHITE � 17. 8-PANEL ENTRY DOORS = DARK BRONZE � 18. HM DOORS (FXTERIOR SIDE1= DARK BRONZE � I PREFIN. MTL. DRIP EDGE SOFFIT 1: INCLUDES SOFFIT, VENTS, PREFIN MTL WRAPPED 2X WD GUTTER BOARD, AND 4x6 GUTTER CORNICE 1B: EIFS (ATPIERS FLANKING CENTER ENTRY ONLY) CORNICE 1: EIFS 8-LITE BALCONY DOOR PREFIN. MTL. DECORATIVE CONDUCTOR HEAD 3x4 PREFIN. MTL. DOWNSPOUT S.H. WINDOW PREFIN. MTL. GUARDRAILING 10 SEE A512 LIMESTONE SILL 1, SEE F3/A511 PREFIN. MTL. COUNTERFLASHING TRIM 5: EIFS INCLUDING PLYWD CAP SUBSTRATE, AND PREFIN MTL CAP, SEE A510. MASONRY JACK ARCH 4, SEE D1/A511 — MASONRYJACKARCH 1, 61, SEE D1lA511 — LOOSE LAID LINTEL (BRICK COLOR), TYP. @ ALL BRICK OPENINGS — 8-LITE BALCONY DOOR — S.H. WINDOW FRP COLUMN COVER (COL 5), SEE A513 PREFIN. MTL. GUARDRAILING 9 SEE A512 LIMESTONE SILL 1, SEE F3/A511 PREFIN. MTL. FLASHING TRIM 46: EIFS INCLUDING PLYWD CAP SUBSTRATE, AND PREFIN MTL CAP, SEE A510. MASONRYJACKARCH 1, B1, SEE D1/A511 LOOSE LAID LINTEL (BRICK COLOR), TYP. @ ALL BRICK OPENINGS MASONRYJACKARCH 3, SEE D1/A511 3x4 PREFIN. MTL. DOWNSPOUT RUNNING BOND BRICK PIER, B1 RUNNING BOND BRICK VENEER, B1 , �_ � �� Fi s ` ��+� �.. � ::�� .� < � �;;�' ��:i� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ` \ `\ � � �..� � R , 5 T U T Z � ,,, � � � ,� �G\STE,�FO yti Q� � 00033126 STATE OF � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �' �� DEVELOPMENT CO. __ ____ __ _ _ ___ _- - - __ __ Project: � � � � � � O � � N � � M U � ._ o � W � � � '�.'� � � Z ■� ■� ! � U� � � — �, ■ � � � � � � � � �U Cn � O � wM / W � COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND qSTRIBUTION TO O7HER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DERO('ATION OF COMMON LAW COPVRIGHT. INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTFJNED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STURMAN. AND PEDCOR DESIGN GROUP, LLC. NO PARTOR NhiOLE OF THIS DESIGN. THESE IX2AWINGS. OR THE RESUL7ING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE DUPLICATED. COPIED, EXHIBI7ED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERIMSE DISTRIBUTED IN ANY WAY WI7HOUT 7HE SPECIFIC AND PRIOR WRITTEN CONSEN7 OF 7HE ARCFNTECT, JAMES R STUTZMANANDPEDCORDESIGNGROUP.LLC OCOPVRIGHT2013 JAMES R. STUTZMAN AIA Carmel Indiana. Bld $et Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 —� Drawn By Checked By EJD, JLS, JAW, AJR �AW as evision ate: • Construction Bid Set 02.20.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 BRICK BASE, 65 Project Number: NASH BUILDING Sheet Titie: ENLARGED BUILDING ELEVATIONS Sheet Number: . _.. I S� � � � � 58 OF 139 � 0 0 0 � � 0 0 0 u 0 1 � +34'-1 " 4 B.O. TRUSS +25'-1 " 3 THIRD FLOOR +14' �ECOND FLOOR t0" 1 FIRST FLOOR h'HKKINI� LtVtL C:\Users\design2\Desktop\Bldg D Nonseparated.pla, Date printed: 4/3/2013 I � } - h EW2 SCALE:1/8" = 1' � NS1 SCALE: 1 /8" = 1' +34'-1 " 4 B.O. TRUSS +25'-1" 3 THIRD FLOOR +14' iECOND FLOOR t0" 1 FIRST FLOOR PARKING LEVEL �: .__ _� _ ._ ---- -...__ _.. r -___. __. .__ _ . . .._ _, _ . . ,�.. £ �� `µ'� U.L L563 ONE HOUR �:.: �_ RATED FLOOR/CEILING i i SYSTEM o ;�' �� ; �: _�; U.L. L529 ONE HOUR RATED FLOOR/CEILING SYSTEM E5 � , . . . . . . _... _ .. .. GA FILE #RC 2604, U. L. P522 ONE HOUR ��-��-� -��- ��-�� RATED ROOF/CEILING SYSTEM ��' � i : i , ._ _ - e _�-� - . _ � .� _ ___a.. . ..._. _ __ _..._ _ __...�-. .�.�_�.._ _a .�.—__. _____.. —.-�r-�. .._e._. .__.._ _,_._. U.L. L516 ONE HOUR RATED FLOOR/CEILING SYSTEM U.L. L563 ONE HOUR RATED FLOOR/CEILING SYSTEM U.L. L516 ONE HOUR RATED FLOOR/CEILING SYSTEM U.L. L563 ONE HOUR RATED FLOOR/CEILING SYSTEM � ( � � . ,�.�. � � � �_ o , , - - �° . , . � � '�'��`—'r— . . . • . . • • •• ___._....._.._..._...,.__�.____._._._.___.�___...��_______..._.__ �__..�_ -�.� f i t EW1 1 SCALE:1/8" = 1'-0'C 3 7 ? . . _ • . _ . � , +34'-1 " 4 B.O. TRUSS +34'-1 " 4 B.O. TRUSS +25'-1 " 3 THIRD FLOOR +14' 2 SECOND FLOOR t0" 1 FIRST FLOOR -1 PARKING LEVEL +25'-1 " 3 THIRD FLOOR +14' 2 SECOND FLOOR t0�� 1 FIRST FLOOR -1 PARKING LEVEL 1 f �p^ +yr,� ir .{g�� }�L .�+:'i� J� i l� fi A1i� ia! � .. ._,..,..�`iiw.«._...... .�. � 3 p� r� �� 's �i x: � .��. i�d "�. . ._ �.s i : ;. �`s`� �� t.. ;- �� i� i: :` PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\`��.��, STUTZ�,,�� t,\STFR�,O -9ti 1 Q- 00033126 STATE OF � � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �" ��z � DEVELOPMENT CO. -- --_ __ _ _ _ Project: � � � � � � O � � N � � M U � ._ o � �� , �—' � � z ._ ._ c� — V � �= — �, ■ � � � � Q� � (a � �U � � o C� � V °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERN OF 7HE ARCHITECTAND PEDCOR DESIGN GROUP, lLC ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NO7 70 BE CONSTRUED AS PUBLICATION IN DEROGATION OP COMMON LAW COPYRIGHT. INTELLECTUAL PROPERiY RIGHTS OR O7HER RESERVED PoGFiTS. ALL INFORMA710N COMPJNED HEREIN CONSTITUTES THE ORIGINALAND UNPUBIISHED WORK OF THE ARCHITECT, JAMES R. STURMAN, AND PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF THIS DESIGN. THESE Df2AWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BINLDING OR BUILqNGS MAV BE DUPLICATED, COPIED. EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERIMSE DIS7RIBUTED IN ANV WAY WITFiOUT 7HE SPECIFICAND PRIOR WRIT7EN CONSENT OF 7HE ARCFNTECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLC O COPYPoGHT 2013 JAMES R. STUTZMAN AIA Carmel Indana. Bld $et construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 � Drawn By Checked By EJD,JLS,JAW,AJR JAW �as� evision a e: • Construction Bid Set 0220.1< • Parcel &54 Bid Package Parking Garage and Ramp 02.20.1 < Project Number: NASH BUILDING Sheet Titie: BUILDING SECTIONS (CONT) Sheet Number: � � � 59 OF 1: ` �� i ! / � ASPHALT SHINGLE ROOFING � , �,ti � n .� , ------- .u� � .�s ` � � SEAL TIGHT . � ' �-� .__....._ � �_, �� '� � < 'y�'�� I � �"�€��. _� � I � PEDCOR DESIGN GROUP LLC • � � GABLE END TRUSSES W/ 2x4 Architecture / Project Management: � � STUDS @ 24" O.C. 1/2" 355 City Center Drive ' P�YWOOD ON ONE SIDE Carmel, Indiana 46032 �- � 317J05.7979 (phone) � � SHEATHING PER S- 317.705.7980 (fax) ' � SERIES DRAWINGS ( I � Architect: � BLOWN FIBERGLASS INSULATION. I � ��SEE ATTIC PLAN FOR AMOUNT �i y 1 1 Y � � `"`y ?tj d � _ ` T ' j /i%Y r �UII{{IIIIIIIIIIq/ . .�;�� . } d f {t��r '{ A� t� , hrid� n : h "��#S ti,V �� -p, a'�i��° i � \Q��\�`\l �T� ////�i,!// :.T f jt �� j�r `J Afi, , r��f a�� i �� l.b `�?{Jkry��'1 � h Y�', '1 ` ��t. {�r� +A # �t� r T`.1 P�l�` �\��``�7�� ' ��/,�i/// A, � �: ,� � �� Y , j h�, � G�STf .9. � , , � v A { . t1` C� RF- o - f` t y x - �� i ay � [� Q i � � ._r Td Af�r- J�fi�`f �` AT d�yl ' �V i�3 y�. �t d��_ � })'� ` �� A ' (/ V � �C � �'� Y � i� f� t ftr ` 1 � .�� Y �,r = _ � �' � " , �, ' , - 00033126 = �, Y t � � � pYr r � � � . � il �� h Ai{ �v , � � � A � '� � - c � -__. __.,.... � _. _._ . . �_.: . ._.:. � _,_...... ... __._.�..... � .. � � � � STATE OF � (1) LAYERS/8" GYP. TYPE C, AND °%.,, ��D�ANP `��` 5 � RESILENT FURRING CHANNELS ��'''��.�,,qRC � � ' S602 ON BOTTOM OF TRUSSES. SEE �� UL DESIGN P522 DIMENSIONAL FIBERGLASS ROOF CONTINIOUSALUMINUM "FIRE Sl�1NGLES ON 15 # FELT. 3RD FLOOR STOPPING" FIRE STOP AIR SPACE W/ PACKED FIBERGLASS INSUL. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS By� DEMISING WALLAS SHOWN BETWEEN APARTMENT ON � PREFINISHED METAL DRIP EDGE THIRD FLOOR. 5/8" FIRE � RESISTIVE GYP. BD. PER GA. � TEST WP 3370 � 2x4 STUDS 16" O.C. W/ R11 SOUND � R-� BATT INSULATION � WOOD ROOF TRUSSES, � CORNICE 2: INCLUDES 2X WD FRAMING, INSULATION (ONE SIDE ONLY) � REF. S-SERIES DWGS� PLYWD, SOFFIT, VENTS, PREFIN MTLCAP/ 1 1/2" L.T. WT. AGG. CONC. ON KRAFT TRIM/4x6 GUTTER FIRE STOP AIR SPACE W/ :�--- � � SULED FIBERGLASS ` PAPER OVER T&G SUB FLOOR ON 22" PRE-ENGINEERED WOOD FLOOR � ` _ � 11 1 _ INSUL., SEE ATTIC PLA TRUSSES � -� � - �.��_ " . +34'-1" - - � � - __ . _ ��--:� : -�_�.. _ �� . _ : .. .: _.. _.�-- - -�-��- �-- _ 4 B.O. TRUSS - �: � �- -° "�-- I � "`�.�--�--�� =�-'` .�. .�`� _ DRAFT STOP AT FLOOR I il�� ~� -��-�`�� - �"'� �:_ r-._--. C,)AND RESI�L NTP. NPE I I CORNICE 1: EIFS, INCLUDES EIFS DENTIL 1 TRUSS SPACE 7/16 OSB ' I KEY PLAN _ � � � ,� �'�,- �� '�-- �-�_..°�""��- -�° � ��` FURRING CHANNELS ON � � MATERIAL BLDG D "�f�. � .�=_ -�`- �_ �~ '``_ _�.1-°-� �.%_'�--� BOTTOM OF TRUSSES. � �� '` � � --�"�� =V"- �� = - - - - � �`"_� �r,�� , �-�=' � � .�� '� � � � °�".� SEE UL DESIGN P522 A503 � scn�E: Hrs �� ' �=� � � �L.. �`� � ��. `.�-, �_.L�.-= 1 � , _. � �� = � __ v � ~� �� "�"� � �- �� R21 HD BATT INSUL W / �-��K�; _.--�- _,J:"Z�w � -� "� S.H. WINDOW. Developer: -� � -��,�,'-� � �-�- C �-�---�-"y� �--� KRAFT FACE, TYP. ��°` `":. ��"_ .��: �` _ � _,";� =�-��.---�--�� - � - „ CON'T BLOCKING FOR � _ �.,. �� -�� - _�.�. -- 5/8 DRYWALL CEILING ATTACHMENT � � 5/8" F.R. GYP. BD. TYPE 'C' ON P E D C O R r ��.. � y_ _ LIMESTONE WINDOW SILL, SEE F3/A511. � � - � �� - WOOD WINDOW � RESILIENT CHANNELS 12" , � ��-_-- �'- _ L... @ �j ,�c� =�~-�� = ------�� HEADER, REF. S-SERIES O.C. PER U.L. TEST #L563 V �%��% �� __ � — _ 6 �. -��---� �:..�, DWGS., TYP. S602 ST�OPPI GUSALUMINUM "F�RE DEVELOPMENT CO. __,�--- � � _ _ _ � j � , _._--- , . - _ - . � � � 1 1/2" LT. WT. AGG. CONC. _ - -' �_ _-- ��__ __ - -�"" TOPPING ON KRAFT _ FIRE STOP AIR SPACE W/ ` -� "" � PACKED FIBERGLASS INSUL. Project: �°�" r_..-- -� PAPER OVER T&G SUB- � � _��, _ ---K __�� FLOOR ON WOOD FLOOR I �F � _ _ . .... � � � � TRUSSES. � � � L--� I 5/8" FIRE RESISTIVE GYP. BD. �---��`��"-i'_"� �� l PER GA. TEST WP 3370 �-�- =�� -�--- -- � +25 -� ��--�= _.�. ._�:, --�-�--��- _�_ �� =�,e -� �--��--_�-- _ � 3 THIRD FLOOR - ��-�-_ �._, ��_ �-� -�P - - a �--, �°" _. _.-- ---�_--�. �� 65 DEMISING WALLAS SHOWN _�� .��-� .�.< ----I-�--� R-11 BATT INSUL., TYP. A604 SECOND F OORT5/8'N IRE �-- --� �--_ �'�7C____�`�� -- �� _ �.. � � � � �� -�-��-�-� _ Y � �. �--- � ,� -��- � ` � � ��..�--..__ --��. � � __ .�a.� _... �� T'�: :_Z` T GYP . BD. PER GA. - - � � t�_�. � - _ c ��. : ��„=�. - i:`� ��::_.:�-- `��"�...�- �.��..-- ---- �- --Z�=�=I="`��--_-^--_--C-=� -�.. � ..�. _ � f � �m,-� . ...:_ �s.e �__� � � �� _._ _ _ _� - _`. - . TEST WP 3370 _ ,_.� . r-u.�. _ a � TA _ a ,�'-� _ -=._K� �' - �"" ��_ _--�--�--� _ � �T`T -��e--=�.-.-�-r� �--� � - - NT _ ��, �,.�- � �-�:� _.,�._- � � � �--��- __ � D ON RES E � �_ ��T � � � � � �._.- _ �--�- �� . }� x' 12" oc BRICKAND LIMESTONE JACKARCH , B ILI � � �T � `�-�- CHANNELS @ PER �� , � -� -� � � w� �-� �-�=_ -�� .�- -�_. -� � � � - � 1, ��- -��- �-�- - , �� . i � - -m- __.__.� _ . �--��,I��i�=�'=�--..�---_�__ U.L. ASSEMBLY#L563. -_ ,� �_- � � .- --�---- - �"��,� �-� .� -�� :��__.__i �L � .� � � � T T�.-e:�--, _.�_�_____ -�� _ � �� - _� ��^, �� SEE D1/A511 PLAN VIEW FILLVOID BETWEEN STUDS W/ �- �` �_ � � ��.... � ��Z, � � .��-_�- _-.�' i__� _ � ,� �. . _ �. ��". �=�: � - .�. ..� .. � �: _ _� � --�� 5/8" DRYWALL � � � .��'._��. -�--- �"� _._._�___� _ `�`T'� �� - � � �- � �-�� _1_ °_ -�.�`"�_�-� - : � -L��_.L_S �� _�:��_ THERMAFIBER @ 10' O.C. �,�� - - _ ��_,�_-��_�� ---�� -� � - _ - R21HD BATTINSUL W/ � � _:. � _ YORK HEAD FLASHING. __ � ,�� _� i ❑ � --� � � � --� �� .. _ -.� - ---- KRAFT FAC , P. -_ ATT INSULATION ��-��-�L-'�� N� ? E TY R 11 B � �� = . � L� ° � _. �__ � __ � .� .. � �3 _..L_�- -� _._ -� �� _ `�Z�� ° �� - E , AINTED. �-L�T ~' �. ��."� W �;. .� ,�T��- ,;�� WOOD WINDOW � �� , � � � � � � � �`-��t" �_�..__.�_ _ LOOSE LAID STEEL LINT L P Q � �._ �i��-�= �,` -� �1 � �-, �.:V T � �a_:��.� -�- _.� �..., _ --� =LZ_ . - -� �:rL �� :� �: �.�� _�� _.-.L � _:��.,a ._��L��.L �__�_� � � `� HEADER, REF S SERIES B4 � _. _ _ _ _.� �..v �� : __ S.H. WINDOW. r. - � Z: I � � :,_.�� ,_�-..-�� _ _ _ _�..� _ L i'_�.__��-�___L =L.._.`T � -�� DWG , P. � _ -� - � k -- � .:._. � _ S. TY � �� -�-�--� � �. _ .�._L�.-�� ___ ��.�� -z�-L.-�� _ �� -- - _ O � ,� �� p.�-�- � �...._�� -�- .�---�-.�- �-�-=�- ._ _ -�-�--�--�-��-� — - - ^♦ �� . ��. ��Z_1� .._,�.._..�_.� ��-� • �" �=.:� �� Z�� 1 1/2" LT. WT. AGG. CONC. LIMESTONE WINDOW SILL, SEE F3/A511. W � ;� � ��T"�' C 1____� �� .I__"_�.""_�:�� _._ .- - �. � � :.� Tm �:.�� _ � � _.:.� :�Z� T: � -�, ��.�� ; �� i ��-� - c = TOPPING ON KRAFT f � ;�� PAPER OVER T&G SUB- � � S � � � � �3 .� ..:_.�"� . -� � �. .�� `L�_. �` . ,�;, E3 `� - � � - �- �� - � �� _�-��--� �-�-- �_-- �"� T �- - FLOOR ON WOOD FLOOR A503 � z 2ND FLOOR �,�� ,_ _.:.F _, �___�`� �� I: �-.�-� �l___��-. � � :-L�� _€��_.� _�� - ;. TRUSSES. � � �" §-�` _ �-_ � �.—� -� -�- _ � �.,__� � ',- � EFIN MTL � MASON INSTALLED PR . _ �- � .� i , _ _ � ..�. �" � �- ��Z� �� . � � ��`c � � �� ._ .. –�--�- -� �� COUNTERFLASHING 2x4 STUDS @ 16" O.C. W/ R11 SOUND �.� � :, � � � � � --1-��-� � � — --�� : � � � � �----� �-�-� � `� � �-- ~°� R-11 BATT INSULATION �, �. .. . " i -�- �- � =� � � �� r �_._.., T =�_ �": �_ � ��-��.�� x� , _ INSULATIO NE SIDE ONL � _._� � y_r , _ ,_ - . . � . � ___ � � _ � � .-, _T �_ �..w� ,�_;� 3:.V 7- � _ _ _ °- 7 . �E' =� , --r _� -;�_.�� _ _ � � ■ � .t..._. ::.: ..�. , _ .. . � a : , "" " .. ... _ _ . ....r . -... k.. . _,.. ..... ._ ,� .._, y . . . ;z..._ . : , .�A.:-: i _,....X..,.. .._." zv .,.�...�E;. ..3 _ : €...�_ �, :Y Ta. _.,��—r .. -�' '+ ... .S ;.� L;..._�.._ � - _ .e -7,.. x y �� 1 TRIM 1� EIFS OVER MASONRY INCLUDING � ..�. . , g 1 � �� , ->. < � r ��= , __. , " i - .,,��,__ : +� 4 . PPING W/ � � �_ - ./`y __ ; I PLYWDANDPREFIN MTL LEDGECA � -' ' � � :. r .-:; s, .. � � "... ..__. �..:y . . _� ; �,`: 1's^�� TT INSULATION � � � � � � = ' '� � � ° � , LAPPED SEAMS AND BACKPLATES R-� BA 1 /2" L T " �� T , _ � � � ° ' -.- � 1 . . WT. AGG. CONC. ON KRAF �--� L �� ,. � �� 2 SECOND FLOOR N 22�� ' �:� � �' - - FIRE STOP AIR SPACE W/ PAPER OVER T&G SUB FLOOR O � � � �°� - - 4 CMU BEHIND EIFS TRIM - E E R E D W O O D F L O O R , , x�� p .. .. f '- ..: � ' � ` � � ' � � INSUL TRUSSES . `y� , _ � � � - � �il � � , , ;- ; � �� H_.� , , � � . . �: • , � �- ' � � V � �` f ' � �� ' � RESILIENT CHANNELS 1 1/2 AIR SPAC P. ,,. _� � � � , LAYER OF TYPE 'C WIT E TY < �. , 3 _ � , ` , i _. . „.� ,,, _ �., , �: �� :. ,,,. ; T _...,, , . _ , _�_.....:-. . , , t . ..___. ; -- _,,..._ ; ._....,_.:._ .� ,...:.:.,: .s. ....� . 'r ... :,:...a.. . ._... �.....-;, .... .. , .. r ; -�-r , �.:-<,., .. �.__.. ..' a .. ' 3 .t..,, n � ' y ��. - . ' .' _.�_::.. � , -- - - .. -, . � . . . . . . - , f .- ._ ,...,;_.._. 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SHEATHING . � � � . .�., _.. -- _. �� _ � ,� , �._ _ . _ .� : � �,:. � � �� r = � �. �� r � �� :=-�---�� . � _° ":.�, PER S-SERIES DWGS., B� STEEL/BRICK LINETL, PAINTED, REF. S- � � � � �__- � . __�_�..�_.�- ; -_ a TYP. SERIES DWGS. ��'� i _..�.._ --�" A604 �� .�.��. �`�`t �, �= �_ �' ��- e ��. �� .;� - � _ �_ �� _� _ � � '�� '�- -- _�i`��`-�'-- �-'- 1 LAYER 5/8" DRYWALL FABRICAWNING, N.I.C., REFERENCE S �� ,:�`� R �:� � %-��, � � �� :. : ,:� ,:� °`��"`' ��. � _R� , _�.- k;� SERIES DRAWINGS FOR SUPPORT = = = = - = = = ° _ ° ° ° - _ = = _ - = = - = = = = = � � _�- - - 5 �- � ' � # � _ � � � ��'� � � Y � � _ � - � �� € �z � �L� �� BUILT INTO WALL � � � .� ` �� : �� .. , '� � y_� ;- '�"` - . � k �° 5 7 �(1) LAYER OF 5/8" F.R. GYP. BD. ;: - .: x �-�� - � .: r-, .x,. •.. x . ., � � ; �� i� =:=-r ,,. �, ,: STOREFRONT WINDOW SYSTEM. AT RETAIL S603 S602 ATAPARTMENT� TYPE 'C ON RESILIENT _ ; k } - � � , F � � -� � � � � � 1ST FLOOR 1ST FLOOR CHANNELS @ 12" O.C. PER U.L. ��r, �� , � ��_ �� , �� -� __ TEST#L563 . .� � M � �' � i. �-� � � ,. ' �; � � � . � , y, AT RETAIL COPYRIGHT 8 OWNERSHIP OF DOCUMENTS _ �,. . : .. .. ,.. .. . - � __ ' i 1 "' '� ""�'' ' "�"" '"` �` '�� - . ;... � � � IH�� F E �C� O ' ALUMINUM ��FIRE THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE '��:f.-,._; ,^w�....._ ,:., ; �'" , r .:�.:,_ . � ";�„_ .. i ry. _;,. -.. ' y�.y �-' " r ' ' � � PER7VOFTHEARCHITEC7ANDPEDCORDESIGNGROUP.ILC. ALL :.,;, :t.. :: :: - � v PRO ''��x.:: .'-�<.. ' -"�::. , ,, " -f'�. 'i`'-�"-...., � �� ,;:. -, ��..., �"`' :' - � .-.; �"�s� � � -�=� ., - � 3 - REQ ILIC T CHANNELS �Z�� O ��S INFORMATIIXJCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION > ;� -� � �_ ,.t, �,,. s g;;.-. a ' " _ `�' @ ST�OPPING ANDDISTRIBUTIONTOOTHERPARTIESISNOTTOBECONSTRUEDAS �.,, ' �� 4� �� :.: �"� `� �� T � � i �"7 � � '£-�r "` �=t� O.C. PER U.L TEST#L529 PUBLICATIONINDEROGATIONOFCOMMONLAWCOPVRIGHT, - : ._. ._. � s � � .> ? 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THESE�RANANGS.ORTHERESULTINGBUIIDINGORBUILDINGS.OR �' �' 3 ��-' # F f L AJO3 � PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE � y �t= ^-t" � � r� � -= � �-- - � � DUPLICA7ED,COPIED, �(HIBITED, PHOTOGRAPHED, PUBLISHED, ,,,, � � �-�� #,_ , $ � - � �� y��;�� "�'""t g�' �� .m''rv � MODIFIEDOROTHERWISEDISTRIBUTEDINANVWAVWITHOUTTHE 2` � � ^... ..�- "� � � , � � � ¢I- '� DEMISING WALLAS SHOWN SPECIFICANDPRIORWRITTENCONSENTOFTHEAF2CHITECT,JAMESR ,,' 3� x}� ,,,� '.. .. __= . �,:�%-' ; r„--'(� � LC. O COPVRIGHT2013 �:. � � �, � ; t >< � � ; � �`y -�-,� �;.�.,��,,'� � N t „�+'" STUTZMAN AND PEDCOR DESIGN GROUP, L ,:. � ; � � ��..-i `M , . � � _ . / � ` ;. � � y� a � � 3> � .._' ` �, ' . -s ; r =� : �r z � i � ETWEEN APARTMEN .IAMES M a�� n na +. � s 1. �" � � t � .. g�., .-�.�.:� i�- �-'� -�„�''"'��' . FIRST FLOOR 5/8" FIRE _ �. � � -� � �� . BD. PER G . � � �-- � � �, �---�'� � � �- "�---�" I RESISTIVE GYP A � � -� � �r¢�"��` ' 3. „ � ° ' %€-�"�--=%�t �,' � sr��-� t�� I TEST WP 3370 COnStCUCtIOn DOCUITIentS , � � d ; #- � � _ _ � � � �.y �w��. - �. �� o B�d Set . S �. v .... _ . ,_ i .t,p�°'j ^,...r� � S �'1'. . . p� . - , r�i.�.. • $ � a e �s � ��',,, y� fr� '�� i � ..� � ��-�--�°� �- . � °--. - .-°�� : o.- � .°.� - - . _ o °� 1 FIRST FLOOR :: : ...r' a�.. r �� ,r� �'��., ��...� �.....,'�`f .. .. e � sa - . o� •~ ��fT�:.�i;i�t�..��ti�� .r��,.i�:wf�•y ; �, - � .� , ,�=� � � _�� :��,.�--�- o. o. � � . . o o. ... •. ';:,;.....•.:.�. Set Issue Date Sheet Issue Date h "„� � � � ° , . 3 _.�,` ` ' � . ' . _ _' - _ _ . . , _ . .• •. � � PLAN VI EW FILL VOID BETWEEN STUDS W/ DrawnoBy Checked By 4 , � 4 � _ . � . �, i . � ' . _ �. - 4 - .' � . . � • Ti . . ' p. � � , -p� �, � _ � . . � . -Q . . . 0 . , . .� � _o � � ,�,-�� . � �. o � � r,� r� y ,,.�.�.��-' � ` � ° � ��o� � o � �� o �� _ _ COPPER FOUNDATION FLASHWG. THERMAFIBER @ 10' O.C. e��,��s,�,aw,,vR �Aw .� � � � o � � � � � � o � ° � � �w� � � �, , �� ; ~��,� �� ; � � � � o � � � o � . . //,��'//,c�l ast evision a e: o Q �', ' `� �1--�~ *, - o. 0 3 1/2" CONC. TOPPING OVER � ATERPROOF MEMBRANE. R-11 BATT INSULATION � ° � ° a � �` y ��-�� ;"J o. � ° ° < 2 1/2" EXTRUDED POLY- . . ��y' . ; ,;, � o STYRENE BOARD OVER 10" I �.• //��/� 0 0 ^ o: ° a ��- ,;`�!� r. ''' ° • Construction Bid Set 02.20.13 P E RS P ECT I VE PRECAST PLANKS � ',:' OLCAY WATERPROOFING CONT. TO BTM. Parcel 9-54 Bid Package ,,0. OF FOOTING Parking Garage and Ramp 02.20.13 � I � s'P ��`�� il I STEEL BEAM, REFERENCE S-SERIES 1 ST FLOOR ' \ 3 1/2" CONC. TOPPING SLAB � � � DRAWINGS. � o �• ( � SOUND SEALANT LOAD-BEARING � ., . I � INTERIOR PARTITION • � I =o' SOUND SEA�ANT � ' � _ _. I : �� REINFORCED CONCRETE WALL, ` � .. ; ;� . : ; ,:. , a REFERENCE S-SERIES DRAWINGS. � ` : •� � LT. WT. TOPPING 6" REINFORCED OVER 2 1/2" CONCRETE SLAB OVER 9" I •• D P � Project Number: EXTRUDED MIN. GRANULAR FILL , ' ' � POLYSTYRENE REFERENCE S-SERIES � �`:. A2 a ° . . DWG&SOILREPORT. I . A501 NASH BUILDING - _ . -�2,-3„ I •o t I 21/2"EXTRUDED . ` � POLYSTYRENE BOARD Sheet Titie: o - -1 PARKING LEVEL 'I � ' • — — � - ° � WALL SECTIONS � D p I' � � ... 8 D D .. •� .�':. 6" SOCKED DRAINAGE TILE S602 PARK/NG LEVEL p. . � s . . , , � SURROUNDED BY 6" OF � .p:... / o : _ . o • . •. . .. . .. �r. • CLEAN GRANULAR FILL. SEE DETAILS A2/A501 & C1/A95. Sheet Number: REINFORCED CONCRETE FOOTING, � � ...__ .�m �_�.o_�_ o _.. __ _ �, � _ __ ____ _._. . __ . _,_._ ,. REFERENCE S-SERIES DRAWINGS. P . o �� , p p �_ __ �. . _ _� D. D R p. . �. . ..p . . . . . D . . . . . p. . . REF. S-SERIES i, . . ••, . , .. . •.. . ,. ,. '. • . .•. :• . ; • • � • , � ' � • �• �. •.., �, • . • : �. DRAWINGS i , . • , � . . . . •. • • , ' • • , .. • . . • . . , .. • . . € :••. 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' �• ' S S � • . . . � � t � DETAIL WALL SECTION SECTION 1 �_ SCALE: 1" = 1'-0" _�_ SCALE: 3/8" = 1'-0" SCALE: 3/4" = 1'-0" ' _ ..... ....... ........ . ._.__ , _ _.. ___. ..... ,....._ ........ _.._.___ _.._...._._, . ____. _ _,.,,.,.__.., ._..,.. _.ut._. .� _ __ _�___ _;___ _ __._...._._,_.,__ _ ___._..__._ __ ____________ .._..__ �_�6____ �..,. ............. . __.... .... _ __ __... .... .... ..._..__ . _ ..._... _.,,,..,� . ....... .�... .,, ..... ....... .,..... _._ ... .__... _.._..,.__., .�,.�, .... ,. ......, ,. _..,_ __, _._ ,,._, _ __ . _ ... ,.�,... ... __ _._ .____.__ ..,... �,_,._.__..�._.n_..___.�.,___..u_._., ___ _.._ ._.___ ..__._.. . _....._.. ....... _ .,.. _ ..... ..__.,...0 _..,...__.,..._,,...... ...._......... .._ .�.�_... ��_.. w �� SHEET 60 OF 139 : sers esign es op g onsepara e.p a, a e prin e: � ; -=> I , - � ' ' \� I ,i _� ❑ / � D1 WOOD ROOF TRUSSE; REFERENCE S-SERIES DRAWINGS. _ _ �— _ __ _.... _..._ _ . __� _._e. __,.. / � � ` - DIMENSIONAL FIBER- GLASS ROOF SHINGLES ON 15 # FELT. - ROOF SHEATHING, REFERENCE _ S-SERIES DRAWINGS. - PREFINISHED METAL DRIP EDGE, REF. DETAILS �/ � WOOD ROOF TRUSSES, ` CORNICE 3: INCLUDES E�FS PROFILE, REFERENCE S-SERIES EIFS DENTIL2, SOFFIT, VENTS, I � PREFIN MTL TRIM WRAPPED 2X WD DRAWINGS. GUTTER BOARD, AND 4x6 PREFIN. MTL GUTTER I I THIN BRICK VENEER W/ ' ' SUPPORTAND DRAINAGE SYSTEM (HALF BOND) OVER 5/8" I EXT SHEATHING OVER ac4 FURRING ABOVE +32'-0" I DIRECTAPPLIED FINISH INSUL., SEE ATTIC PLAN—� FS WINDOW HEAD 1 OVER INSUL., SEE ATTIC PLAN E� _ ' MASONRY VENEER. DO NOT CONCEAL WEEPS. SEE F1/A511 � �� +34�-� �� _ _ •__�' �_ __. ___ IMEST6NE+f64D, PARTOF 4 B.O. T USS 4 B.O. TRUSS LIMESTONE WINDOW (1) LAYER 5/8" GYP. TYPE � �, SURROUND 1, SEE E5/A511 (1) LAYER 5/8" GYP. TYPE C, AND RESILENT /�'? C, AND RESILENT FURRING CHANNELS ON r�� . � `�' YORK HEAD FWSHING. FURRING CHANNELS ON �OTTOM OF TRUSSES. , S.H. �nnNDOW. BOTTOM OF TRUSSES. �'SEE UL DESIGN P522 � i SEE UL DESIGN P522 � �. LIMESTONE SILL PANEL, PART OF 5/8" DRYWALL s LIMESTONE WINDOW SURROUND 5/8" DRYWALL � 1, SEE E5/A511 R21 HD BATT INSUL. W/ RAILING ASSEMBLY 2, R21 HD BATT INSUL. W/ KRAFT FACE, TYP. i ' KRAFT FACE, TYP. SEE A512. �' ' YORK THRU WALL FLASHING AND WOOD WINDOW WOOD WINDOW , � PREFIN. MTL. COUNTER HEADER, REF. S-SERIES HEADER, REF. S-SERIES : E ; FLASHING CONT. ACROSS DWGS., TYP. DWGS., TYP. ; BALCONY. 1 1/2" LT. WT. AGG. CONC. 4 I PREFINISH METALCAP 1 1/2" LT. WT. AGG. CONC. B2 TOPPING ON KRAFT TOPPING ON KRAFT ' ! OVER ENTIRE BALCONYASSEM. PAPER OVER T&G SUB- A504 ; PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR ,,, i; ' FLOOR ON WOOD FLOOR TRUSSES. `' ' TRIM 5: INCLUDING EIFS, PLYWDCAP TRUSSES. t i SUBSTRATE i . +25'-1" � _. � .— +25'-1 �� 3 THIRD FLOOR ! � EiFS v+nN�ow HEa� 2 ovER 3 THIRD FLOOR R-11 BATT INSUL., TYP. � MASONRY VENEER. DO NOT � ' I CONCEAL WEEPS. SEE F1/A511 R-11 BATT INSUL., TYP.— I SELF SUPPORTING ;� LIMESTONE HEAD, PART OF 5/8" FIRE RESISTANT GYP. ��.i• oo LIMESTONE WINDOW BD. ON RESILIENT 5/8" FIRE RESISTANT GYP. � SURROUND 1, SEE E5/A511 BD. ON RESILIENT CHANNELS � 12" oc PER CHANNELS @ 12" oc PER YORK HEAD FLASHING. U.L. ASSEMBLY #L563. U.L. ASSEMBLY #L563. S.H. WINDOW. 5/8" DRYWALL 5/8" DRYWALL ` A604 LIMESTONE SILL PANEL, ��HD BATT INSUL. W/ PART OF LIMESTONE KRqFT FACE, TYP. R21 HD BATT INSUL. W/ : WINDOW SURROUND 1, SEE K R A F T F A C E, T Y P. � E 5/ A 5 1 1 W O O D W I N D O W WOOD WINDOW �' = RAILING ASSEMBLY 1, HEADER, REF. S-SERIES HEADER, REF. S-SERIES =� � SEE A512. DWGS., TYP. DWGS., TYP. � YORK THRU WALL FLASHING W/ � � PREFIN. MTL COUNTER FLASHING 1 1/2" LT. WT. AGG. CONC. CONT. AROUND B A L C O N Y 1 1! 2" L T. W T. A G G. C O N C. TOPPING ON KRAFT �� ; PERIMETER. TOPPING ON KRAFT PAPER OVER T&G SUB- �- � PAPER OVER T&G SUB- C5 �_ � COLORED PVC ROOFING FLOOR ON WOOD FLOOR FLOOR ON WOOD FLOOR A604 TRUSSES. � — � �. MEMBRANE/FLASHING TRUSSES. � - � SIM. D3 +14� , �___ A503 +14' SECOND FLOOR - 6x4 PREFIN. MTL. GUTfERAND 2 gECOND FLOOR DRIP EDGE R-11 BATT INSULATION ; � _ R-11 BATT INSULATION --� TRIM 3: INCLUDES EIFS AND 2X WD 5/8" F.R. GYP. BD. (1) i I n GUTTER BOARD 5/8" F.R. GYP. BD. (1) LAYERS OF TYPE 'C' � LAYER OF TYPE 'C' WITH WITH RESILIENT M 3/4" PLYWD. SHEATHING (NOT OSB) RESILIENT CHANNELS CHANNELS @ 12" O.C. I FOR FUTURE SIGNAGEATTACHMENT � �2" O.C. PER U.L. -- -- -� � TEST #L563 PER U.L. TEST #L563 WOOD BALCONY FRAMING, 5/8" EXT. SHEATHING ` REF. S-SERIES DRAWINGS FIRE-TREATED BEARING ;� , �._ - PER S-SERIES DWGS., n� -� . 4" CMU PLATES 3 ,�,� TYP. �:' ' : FIRE-TREATED BEARING PLATE� R25HD BATT INSUL. W/ � ,: R25HD BATT INSUL. W/ E� ;I �--��I STL. BEAM, REF. S-SERIES DWG: KRAFT FACE, TYP. � 4RAFT FACE, TYP. A 6 0 4 �; � � "` DIRECTAPPLIE D F I N I S H 4 I �II �� -~��Wii.iii�lii I�,�IIi". �� i i i i.i i� i.� ��:��, --=—� � .;�� I� r„ � ----_— i I� � ��,��%I�!r� aj � I��S��I//�` jI �I �I - - �I�I /: "� �IIu � fIII! �!� �/I.f��ll�,,flifll,�� I�I _ _ - /�� 'lil i�;- _ - _ - (i��,l. �� I' � ��'��i��:•' - - - - �r��jjil�l�l��'� - - _ - - _ ��. - - - - - PERSPECTIVE t�� ; ;: 1 FIRST FLOOR �: �: 3 1/2" CONC. TOPPING OVEF ; l o 2 1/2" EXTRUDED POLY- ; � STYRENE BOARD OVER 10" / PRECAST PLANKS / ' / 6 ' I F2 I A503 0 ' ` D � � I ; o � ; I ! �. F � ; � .. � D 6" REINFORCED CONCRETE SLAB OVER 9" I MIN. GRANULAR FILL , � REFERENCE S-SERIES � _ _ DWG & SOIL REPORT . I -12'-3" I : ° -1 PARKING LEVEL I , � � . . .. . � � • D. . . 0 A2 A501 � sers esign es op g onsepara e.p a, a e prin . WALL SECTION SCALE:3/8" = 1'-0" i� SYSTEM OVER 5/8" EXT. 1 LAYER 5/8" DRYWALL - ` ' SHEATHING. 2x CEILING ' � � M FRAMING. EXT. SHEATHING '� TO BE APPROVED BY FINISH (, ° MANUFACTURER. DIMENSIONAL FIBER- GLASS ROOF SHINGLES - D1 B2 ON 15 # FELT. A503 A503 ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS. �� `` � PREFINISHED METAL DRIP EDGE, REF. I DETAILS WOOD ROOF TRUSSES, REFERENCE S-SERIES � DRAWINGS. � � CORNICE 3: INCLUDES EIFS PROFILE, EIFS DENTIL2, SOFFIT, VENTS, `��, ' PREFIN MTL TRIM WRAPPED 2X WD I GUTTER BOARD, AND 4x6 PREFIN. ' MTL GUTTER -- DIRECT APPLIED FINISH INSUL., SEE ATTIC PLAN THIN BRICK VENEER W/ SUPPORT � �_ AND DRAINAGE SYSTEM (HALF +3'4�-� �� _ — — —_ / � BOND) ABOVE +32'-0" 4 B.O. TRUSS , 5/8" EXT. SHEATHING OVER 2X WD (1) LAYER 5/8" GYP. TYPE C, AND �''> FRAMING RESILENT FURRING CHANNELS EIFS WINDOW HEAD 1 OVER ON BOTTOM OF TRUSSES. SEE MASONRY THIN BRICK VENEER. UL DESIGN P522 SEE F1/A511 k� LIMESTONE HEAD, PARTOF LIMESTONE 5/8" DRYWALL ;� ;' �' WINDOW SURROUND 2, SEE E5/A511 ; R21 HD BATT INSUL. W/ ; ; � KRAFT FACE, TYP. ! f� � YORK HEAD FLASHING. i I STUD WALL W/ 5/8" EXT. �! ; S.H. WINDOW. SHEATHING PER S- ( � ;i SERIES DWGS., TYP. RAILING ASSEMBLY 2 BEYOND, SEE A512. 1 1/2" LT. WT. AGG. CONC. ' �'� r-�. LIMESTONE WINDOW SILL, PART OF TOPPING ON KRAFT i � PAPER OVER T&G SUB- ._.. _, ; LIMESTONE WINDOW SU R R O UND 2, SEE FLOOR ON WOOD FLOOR � ; ' ` ' E5/A511 TRUSSES. � s ,$ :; ,� � l'• � a�' A604 BALCONY ASSEMBLY BEYOND : � +25'-1 �� - BRICK VENEER 3 THIRD FLOOR EIFS WINDOW HEAD 3 OVER MASONRY VENEER. I R-11 BATT INSUL., TYP. NOT CONCEAL WEEPS. SEE F1/A511 ==�.� SELF SUPPORTING LIMESTONE HEAD, Ir:�``W PARTOF LIMESTONE WINDOW _� °r SURROUND 2, SEE E5/A511 5/8" FIRE RESISTANT GYP. 1 YORK HEAU FLASHING. BD. ON RESILIENT CHANNELS @ 12" oc PER S.H. WINDOW. U.L. ASSEMBLY #L563. RAILING ASSEMBLY 1 BEYOND, SEE A512. 5/8" DRYWALL ; _; ;R ,�, C4 ; f �-�-, A604 R21 HD BATT INSUL. W/ t, ; LIMESTONE SILL, PART OF LIMESTONE KRAFT FACE, TYP. ; ��" WINDOW SURROUND 2, SEE E5/A511 ; STUD WALL W/ 5/8" EXT. YORKTHRU WALLFLASHING W/ SHEATHING PER S- PREFIN. MTL. COUNTER FLASHING SERIES DWGS., TYP. i" AND PVC MEMBRANE FLAS H I N G CONT. AROUND BALCONY 1 1/2" LT. WT. AGG. CONC. I ; PERIMETER. F, TOPPING ON KRAFT j?! ; COLORED PVC ROOFING MEMBRANE/ PAPER OVER T&G SUB- '"' �� FLASHING FLOOR ON WOOD FLOOR � � �� j� D3 TRUSSES. � � A503 � ` � +14' ( �'` ` B/BRICK 6x4 PREFIN. MTL. GUTTER AND DRIP EDGE � 2 SECOND FLOOR R-11 BATT INSULATION � 4" CMU AND LOOSE IAID STEEL LINTEL, REF. S- I in SERIES DWGS FOR LINTELSCHEDULE. 5/8" F.R. GYP. BD. (1) � LAYER OF TYPE 'C' WITH I - TRIM 3: INCLUDES EIFS AND 2X WD RESILIENT CHANNELS ` " GUTTER BOARD ( , 3/4" PLYWD. SHEATHING (NOT OSB) FOR FUTURE G 12" O.C. PER U.L. TIUMESTONE TEST #L563 SIGNAGE ATTACHMENT ; � WOOD BALCONY FRAMING, REF. S- � �: SERIES DRAWINGS � +•. �;. � � — �� LIQUID APPLIED MOISTURE MEMBRANE, STUD WALL W/ 5/8" EXT. E� ?�: TYP. SHEATHING PER S- t! IRECTAPPLIED FINISH SYSTEM DIMENSIONAL FIBER- GLASS ROOF SHINGLES _...._ . __. __._.. _,... ,,. . ....DI�_15 #_FEL�. _ ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS. � i�. ----- ` B2& 1 62 � A503 A503 ��, PREFIN MTL DRIP I EDGE WOOD ROOF TRUSSES, '��-�_ REFERENCE S-SERIES I DRAWINGS. � I E `�-•. � � � I CORNICE 3: INCLUDES EIFS PROFILE, � � EIFS DENTIL2, SOFFIT, VENTS, PREF�N MTL TRIM WRAPPED 2X WD INSUL., SEE ATTIC PLA � � MT GUTTEOR RD, AND 4x6 PREFIN. +34�-� �� _ . _ �: i -_ __� .� F4 =---- 4 B.O. TRUSS = A513 (1) LAYER 5/8" GYP. TYPE , N C, AND RESILENT THIN BRICK VENEER W/ SUPPORTAND FURRING CHANNELS ON � DRAINAGE SYSTEM (HALF BOND) ABOVE gOTTOM OF TRUSSES. � +32'-0" SEE UL DESIGN P522 � 5/8" DRYWALL LIQUID APPLIED MOIS- R21HD BATT INSUL. W/ TURE MEMBRANE, TYP. KRqFT FACE, TYP. 5/8" EXT. SHEATHING OVER 2x4 FURRING STUD WALL W/ 5/8" EXT. SHEATHING PER S- , SERIES DWGS., TYP. ` 1 1/2" LT. VYT. AGG. CONC. � TOPPING ON KRAFT PAPER OVER T&G SUB- r FLOOR ON WOOD FLOOR � TRUSSES. �� +25'-1„ __ _ _._ ,__ _ _� _.._. 3 THIRD FL BRICK VENEER R-11 BATT INSUL., TYP. � 5/8" FIRE RESISTANT GYP LIQUID APPLIED MOIS- BD. ON RESILIENT TURE MEMBRANE, TYP. CHANNELS � 12" oc PER U.L. ASSEMBLY #L563. �� FRP COLUMN (COL 1), SEE A513 5/8" DRYWALL � 1 1/2" AIR SPACE, TYP. R21HD BATT INSUL. W/ ; KRAFT FACE, TYP. YORK THRU WALL FLASHING W/ STUD WALL W/ 5/8" EXT. '` PREFIN. MTL. COUNTER FLASHING AND PVC MEMBRANE FLASHING SHEATHING PER S- CONT. AROUND BALCONY S E R I E S D W G S., T Y P. PERIMETER. � 1 1/2" LT. WT. AGG. CONC. � PVC ROOFING MEMBRANE T OPPING ON KRAFT PREFINISH METAL DRIP, REF. PAPER OVER T&G SUB- DETL. B3/A502 FLOOR ON WOOD FLOOR � ` TRUSSES. � ' � F5 � A513 +� 4� — � -- - 2 SECOND FLOOR � M R-11 BATT INSULATION 'K .__�_.... . . � � � � � 5/8" F.R. GYP. BD. (1) i TRIM 2: EIFS, INCLUDING PLYWD COPING LAYER OF TYPE 'C' WITH y CAP SUBSTRATE, SEE A510. RESILIENT CHANNELS @ 12" O.C. 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ROOF SHEATHING, RI S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE, REF. _ DETAILS � � 'I�: ,. �� .,y� ,�i� 3r� � u� `�✓. �� `: � �& � _ ¢� r t� .�..�.. :�1?X �< .�.. ... i a� z �.. t� :1 �i i zi PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \ \ \ � � �. � � � ` ` � ' � R . 5 T U T Z "' � , � i'' / � , S �� ,\STE�FO y2 � �- 00033126 STATE OF By: � � —Q CORNICE 3: INCLUDES ` � EIFS PROFILE, EIFS ' � � DENTIL 2, SOFFIT, ? VENTS, PREFIN MTL '_- t � TRIM WRAPPED 2X WD - � GUTTER BOARD, AND l l 1 � 4x6 PREFIN. MTL ' � � � �� j GUTTER ' £� _ THIN BRICK VENEER W/ j� � SUPPORTAND KEY PLAN N DRAINAGE SYSTEM (HALF BOND) ABOVE BLDG D +32 -� SCALE: NTS 5/8" EXT. 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V �— 1 1/2" AIR SPACE, TYP. � BRICK VENEER �— STRUCTURAL SHEATHING COPYRIGHT & OWNERSHIP OF DOCUMENTS LIQUIDAPPLIEDMOIS— THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE � -�-�/ PROPERTIOFTHEARCHITECTANDPEDCORDESIGNGROUP.LLC ALL TURE MEMBRANE� 1 1 P. �PIFORMATIONCONTAINEDHEREINISCONFlDENTIAL ITSSUBMISSION AND D�STRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTkUED AS PUBLICATION IN DEROGATION OF CAMMON LAW COPYRIGHT. INTELLECTUAL PROPERN RIGHTS OR OTHER RESERVED RIGHTS. ALL � YORK THRU-WALL INFORMATIONCONTAINEDHEREINCONSTI7UTESTHEORIGINALAND UNPUBLISHED WORK OF THE ARCMTECT. JAMES R. STUTZMAN, AND F LAS H I N G - PEDCOR DESIGN GROUP LLC. NO PARTOR WFiOLE OF THIS DESIGN. .1 THESE DRAWINGS. OR THE RESULTING BUILDING OR BUILDINGS, OR �— B RI C K BASE I PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE WPLICATED. COPIED. EXHIBITED, PHOTOGRAPHED, PUBLISI-ED. OVER 6�� CMU MODIFIEDOROTHERNASEDIS7RIBUTEDINANYWAVWI7HOUTTHE 4 - SPECIFICANDPRIORWRITiENCONSENTOFTFiEARCHITECT.JAMESR STUTZMAN AND PEDCOR DESIGN GRWP. LLC. O COPYR�GHT 2013 CjR�UT SOL�� JAMESR.STUTZMAN AIA Carmel Indiana BEHIND BASE COPPER FOUNDATION �I� SQ� FLASHING. G Construction Documen� �. Set Issue Date Sheet Issue Date �,. 05.15.2012 Drawn By Checked—B FOUNDATION EJD, JLS, JAW, AJR JAW ALL, REFERENCE aSt @VISIOfI ate: S-SERIES DRAWINGS. //��yy/� Construction Bid Set 0220.13 VOLCAY WATERPROOFING Parcel 9-54 Bid Package CONT. TO BTM. OF FOOTIN Parking Garage and Ramp 02.20.13 �� REINFORCED CONCRETE SPREAD FOOTING, REF. S-SERIES DRAWINGS. �� REINFORCED CONC. ALL, REFERENCE S-SERIES DRAWINGS. VOLCAY WATERPROOFING Project Number: CONT.TOBTM.OFFOOTIN NASH BUILDING � � Sheet Title: r WALL SECTIONS � 6" SOCKED DRAINAGE TIL;E �CONT) SURROUNDED BY 6" OF CLEAN GRANULAR FILL. SEE DETAILS A2/A501 & C1/ Sheet Number: �- REINFORCED CONCRETE; FOOTING, REFERENCE ! S-SERIES DRAWINGS. � � S 1 � � ,�, _._ .. �� _. �_ e ��_�.��_ ie11= SHEET 61 OF 13� � PERSPECTIVE : sers esign es op g onsepara e.p a, a e prin e: , DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE � ^ � _ _ � SIM E2 A503 WOOD ROOF TRUSSES, � REF. S—SERIES DWGS. ORNICE 2: INCLUDES 2X WD FRAMING, PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ TRIM/4x6 GUTTER INSUL., SEE ATTIC PLA ' +��_� �� ,.. � � � � __. _ . � _ .._ _ _ _ 4 B.O. T�I�SR 5/8° GYP. NPE C, � ' AND RESILENT FURRING I CHANNELS ON BOTTOM OF � I TRUSSES. SEE UL DESIGN P522 F4 5/8" DRYWALL f A604 � ORNICE 1: EIFS, INCLUDES EIFS DENTIL 1 � `• / — — --� R21 HD BATT INSUL. W/ KRAFT FACE, TYP. ` i � WOOD WINDOW HEADER REF S-SERIES WOOD ROOF TRUSSES, REF. S-SERIES DWGS.� INSUL., SEE ATTIC PLA ' +34'-1 " 4 B.O. TRUSS I (1) LAYER 5/8" GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. WOOD WINDOW DWGS., TYP. i S.H. WINDOW. HEADER, REF. S-SERIES ! RAILING ASSEMBLY 4, SEE A512. DWGS., TYP. 1 1/2" LT. WT. AGG. CONC. � LIMESTONE SILL PANEL, PARTOF LIMESTONE 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT ; WINDOW SURROUND 1B, SEE E5/A511 TOPPING ON KRAFT PAPER OVER T8cG SUB— 604 � YORK THRU WALL FLASHING AND PREFIN. MTL. PAPER OVER T&G SUB— FLOOR ON WOOD FLOOR ' ri °' COUNTER FLASHING CONT. ACROSS BALCONY. FLOOR ON WOOD FLOOR TRUSSES. � ` ' PREFINISH METALCAP TRUSSES. � �� , : ;# � � OVER ENTIRE BALCONYASSEM. +25�—� �� +25 -1 �� _ �� __ _ .. . . 3 THIRD FLOOR a5oa TRIM 5: EIFS INCLUDING PLYWDCAP 3 THIRD FLOOR R-11 BATT I SUBSTRATE, SEE A510. R-11 BATT INSUL., TYP. INSUL., TYP. � 4" CMU BEHIND BALCONY BALCONY FRAMING ATTACHEDTO MASONRY, 5/8" FIRE RESISTANT GYP �� REF. S—SERIES DRAWINGS BD. ON RESILIENT 5/8" FIRE RESISTANT GYP. EIFS WINDOW HEAD 2 OvER MASONRY VENEER. CHANNELS @ 12" oc PER BD. ON RESILIENT DO NOT CONCEAL WEEPS. SEE F1/A511 U.L. ASSEMBLY #L563. CHANNELS � 12" oc PER -, YORK HEAD FLASHING. U.L. ASSEMBLY#L563. 5/8" DRYWALL � � — SELF SUPPORTING LIMESTONE HEAD, PART OF R21 HD BATT INSUL. W/ 5/8" DRYWALL C4 LIMESTONE WINDOW SURROUND 1, SEE E5/A511 A604 KRAFT FACE, TYP. R21 HD BATT INSUL. W/ '� S.H. wINDOw. KRAFT FACE, TYP. � LIMESTONE SILL PANEL, PARTOF LIMESTONE WOOD WINDOW WOOD WINDOW WINDOW SURROUND 1, SEE E5/A511 HEADER, REF. S—SERIES HEADER, REF. S—SERIES YORK THRU WALL FLASHING W/ PREFIN. MTL. DWGS., TYP. DWGS., TYP. COUNTER FLASHING AND PVC MEMBRANE ` FLASHING CONT. ACROSS EXTENT OF BALCONY. 1 1/2" LT. WT. AGG. CONC. ' RAILING ASSEMBLY 5, SEE A512. TOPPING ON KRAFT i 1 1/2" LT. WT. AGG. CONC. PAPER OVER T&G SUB— FRP NEWEL POST COVER BEYOND TOPPING ON KRAFT FLOOR ON WOOD FLOOR (COL 3), SEE A513 PAPER OVER T&G SUB- TRUSSES. �_ .._.._.., ,_._.._.v_._ rE i( PVC ROOFING MEMBRANE FLOOR ON WOOD FLOOR � PREFINISH METALDRIP TRUSSES. �� t 2 f �� —� t � ( � � �d' � � �{ ta � ( j t3ii � E� +14' � .. �' '._��f �!? .n� SIM. A504 +14' 2 SECOND FLOOR � , 2 SECOND FLOOR R-11 BATT INSULATION T IM 4A, EIFS INCLUDING PLYWD COPING R-11 BATT INSULATION 5/8" F.R. GYP. BD. (1) C�P SUBSTRATE, SEE A510. 5/8" F.R. GYP. BD. (1) LAYER OF NPE 'C' � B�LCONY FRAMING, REF. S-SERIES LAYER OF NPE 'C' WITH WITH RESILIENT � ; D�tAWINGS RESILIENT CHANNELS CHANNELS a� 12" ` __... �...._.__ ,_ _,._..__... ___ ' 4'�CMU AND PRECAST LINTEL, REF. S- @ 12" O.C. PER U.L. O.C. PER U.L TEST -- � S�RIES DWGS. TEST #L563 #L563 I \ � / FIRE TREATED BEARING � �.� ,.: ,..r : DIRECTAPPLIED FINISH SYSTEM OVER PLATES � WOOD WINDOW ��{ � 5/8" EXT. SHEATHING. 2x4 CEILING HEADER, REF. S-SERIES �'► ;: ' FRAMING. EXT. SHEATHING TO BE STL. BEAM, REF. S- DWGS., TYP. �! I, � �—""` �'""' � ; F APPROVED BY FINISH MANUFACTURER. SERIES DWGS., TYP.—� � � ;,, , � � ! � D4 ' '""�""""� ; , ' '; ; t � EIFS ARCH, PART OF LIMESTONE EIFS � :� �� A504 � ` '� � '� ARCH 1, SEE E5/A511. '� i ! 3/4" EIFS VENEER _..._ , INSIDE PORCH ' �� FRP COLUMN COVER BEYOND (COL 2), BRICK PAVERS OVER 8" , SEE A513 PRECAST PLANKS � ' � STOREFRONT ENTRY - _ , �� EIFS ARCH/GRANITE BASE BEYOND, PART �� =«F, F�.E OF EIFS ARCH 1, SEE E5/A511. , ',� S ...., n., - , ,.. ..--��,� = .,rr.r� e__... i . ;E -'- _. __ .. . , _. . `: � � � ��` �� 1� t0" �� : 3 _..__ ; t0 : ..,.,�.�..,.,.�: 1 FIRST FLOOR � . 1 FIRST FLOOR . D5 SIM. "�. ,. ". t '�. 3 1/2" CONC. TOPPING OVEf. � � � � � � ` �� . . '�� ; ��. A503 2 1/2" EXTRUDED POLY— �� ATERPROOF STYRENE BOARD OVER 10" � �� °"� PRECAST PLANKS MEMBRANE. D5 � 0/ PER FOUNDATION 3 1/2" CONC. TOPPING OVER A504 ' ' ` 2 1/2" EXTRUDED POLY- p �: FLASHING. STYRENE BOARD OVER 10" � °� ��,�:�v'"�� PRECAST PLANKS / VOLCAY WATERPROOFING CONT. TO BTM. I I ° OF FOOTING. I �` �¢ � D I � I � I p � � ' REINFORCED CONCRETE WALL, f � ` � REFERENCE S-SERIES DRAWINGS. ' ' 6" REINFORCED � 6" REINFORCED i CONCRETE SLAB OVER 9" � CONCRETE SLAB OVER 9" I MIN. GRANULAR FILL ,' MIN. GRANULAR FILL , � REFERENCE S-SERIES �. REFERENCE S-SERIES DWG 8 SOIL REPORT . I DWG & SOI� REPORT . � —12'-3" I ° —12'-3" � — 1 P A R K I N G L E V E L I � — 1 P A R K I N G L E V E L . . . •,� • • , • - __ -_-4'-•-•• . •p D � i' ' 6" SOCKED DRAINAGE TILE SURROUNDED BY 6" OF � °_.p . CLEAN GRANULAR FILL. A2 1 A501 � SEE DETAILS A2/A501 & C1/A95. A501 REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. WALL SECTION 3 SCALE:3/8" = 1'-0" ___ _ _.__..._ �.. _. _ . _ ,._ , __ . _ __ _ . _.� . _ _..�. . � ..� ��__._� __ __ .. __ . �==-..,_._. ,_�.t. ____ . __ __ r.��-_ -_--- D11t�fV��101�7�L FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE AND EIFS CAPPING. REFER TO EIFS DETAILS AND PROFILE SHEET FOR TYPICAL REQUIREMENTS. �� CORNICE 2: INCLUDES 2X WD FRAMING, WOOD ROOF TRUSSES, `� PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ REF. S—SERIES DWGS. �.� TRIM/4x6 GUTTER INSUL., SEE ATTIC PLA � � +34'-1 �� _ i _ _ __ _ 4 B.O. TRUSS ' (1) LAYER 5/8° GYP. TYPE ( C, AND RESILENT / FURRING CHANNELS ON / BOTTOM OF TRUSSES. � • ORNICE 1: EIFS, INCLUDES EIFS DENTIL 1 SEE UL DESIGN P522 5/8" DRYWALL S.H. WINDOW. R21 HD BATT INSUL. W/ : RAILING ASSEMBLY 4, SEE A512. KRAFT FACE, TYP. ' f WOOD WINDOW ! LIMESTONE SILL PANEL, PARTOF LIMESTONE B5 WINDOW SURROUND 1B, SEE E5/A511 HEADER, REF. S—SERIES i DWGS., TYP. A604 `:. YORK THRU WALL FLASMING AND PREFIN. MTL. COUNTER FLASHING CONT. ACROSS BALCONY. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PREFINISH METALCAP PAPER OVER T&G SUB- OVER ENTIRE BALCONYASSEM. FLOOR ON WOOD FLOOR (' B2 TRUSSES. � A504 +25'-� �� . _ ..._ TRIM 5: EIFS INCLUDING PLYWD CAP 3 THIRD FLOOR I SUBSTRATE, SEE A510. —�— 4" CMU BEHIND BALCONY R-11 BATT INSUL., TYP. BALCONY FRAMING, REF. S—SERIES DRAWINGS 5!8" FIRE RESISTANT GYP BD. ON RESILIENT EIFS WINDOW HEAD 2 OVER MASONRY VENEER. CHANNELS � 12" OC PER DO NOT CONCEAL WEEPS. SEE F1/A511 U.L. ASSEMBLY #L563. YORK HEAD FLASHING. 5/8" DRYWALL SELF SUPPORTING LIMESTONE HEAD, PART OF R21 HD BATT INSUL. W/ LIMESTONE WINDOW SURROUND 1, SEE E5/A511 KRAFT FACE, TYP. S.H. wINDOW. WOOD WINDOW LIMESTONE SILL PANEL, PART OF LIMESTONE HEADER, REF. S-SERIES ; WINDOW SURROUND 1, SEE E5/A511 DWGS., TYP. i RAILING ASSEMBLY 3, SEE A512. FRP NEWEL POST COVER BEYOND ��COL 3), SEE A513 1 1/2" LT. WT. AGG. CONC. �----- YORK THRU WALL FLASHING W/ PREFIN. MTL. TOPPING ON KRAFT � COUNTER FLASHING AND PVC MEMBRANE PAPER OVER T&G SUB- E3 � �� _ FLASHING CONT. AROUND BALCONY PERIMETER FLOOR ON WOOD FLOOR A503 : i; (j,� �"� �' � i `I�VC ROOFING MEMBRANE TRUSSES. �! � P EFINISH METAL DRIP � �� +14' 2 SECOND FLOOR BALCONY FRAMING REF. S- R-11 BATT INSULATION � SERIES DRAWINGS 5/8" F.R. GYP. BD. (1) T�IM 4A: EIFS INCLUDING PLYWD CAP LAYER OF TYPE 'C' WITH S�16STRATE, SEE A510. RESILIENT CHANNELS - 4�CMU AND STEEL BEAM, @ 12" O.C. PER U.L. � A4EF S-SERIES DRAWINGS TEST #L563 �; - � �` �i �' i� r?r+ aii �� . ��. ��. �'� � �. �.3s� �:<��t:�� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Arch itect: :� ;� \��v�� u u► u u u u u i u u� i ii�i,�i DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE y��` ;. � � � CORNICE 2: INCLUDES 2X WD FRAMING, � PIYWD, SOFFIT, VENTS, PREFIN MTL CAP/ _ TRIM/4x6 GUTTER � � i I E2 � A503 � __ _.� _ ... a �_� __. ___. � 1 � � CORNICE 1: EIFS, INCLUDES EIFS DENTIL 1� �� - ' 1 LAYER 5/8" DRYWALL ° ; ; � �- ' WOOD WINDOW �' ` � DIRECTAPPLIED FINISH SYSTEM OVER HEADER, REF. S-SERIES '•. " 5/8" EXT. SHEATHlNG. 2x CEILING DWGS., TYP. , �: �! � �=n FRAMING. EXT. SHEATHINGTO BE B � i ,`ii� APPROVED BY FINISH MANUFACTURER. eand �; ; � �� FRP COLUMN COVER BEYOND (COL 2), SEE A513 < _..�:-�� STOREFRONT WINDOW SYSTEM. � BRICK BASE 1 OVER 8" CMU , i �: 3 :� B2 ' �604 � �, i B4 ��u,. GROUT SOLID BETWEEN ( , � � .� �.._ � � ;i �' ` WALL SECTION � L J SCALE:3/8" = 1'-0" �� _ __._,_, .. _ _.. �._�_ .. _ _ . _ w.,. _._ . . .,_ . _�.F�..n.....« ; ; �i�i�i� � � ; i,,;,;, � . . � ••- ' IC� - �.....�..��.��: ----------- � — � �� ''*!!� � � '�w7 �� i� � .� � �� ````�� `; • • . . • 1; *� ��` ��` :� �� `�� -• �� ► ````�� ````� :•�-� • � ' 'i�i � ``�� ```�� :�� ► ` ` ', �s-is' �� ., `�� `�� . ;�� ``�� ; ;*� ,� � ��`` ��`` , P�� ` `� , -� ' i +►�': • ' � � ;�:�, • � • • � L!�� . �;�� ► � � .�� '```````` ```````` 'i�it � '�'ii ► ��` � � :`�• , �� . - •- � ��.. _ � . ,,��; • � � ' � • � • : • . • �'.'-.: • � � � �t`_�i . - ..r i ►!': ```��` ````��` 1 � : • ' ' � - . :'`�.� � �� `.`': ► ``� `�� , , ��,,.. �� . • - ��! ••;,� ,,:,, ►�` ��` � ��' �� ' . ' �� • • � �' . . �� --• � � : . • ' . • .- � ' . � . . . � .. � � �' � • •• �� S.H. WINDOW. ; RAILING ASSEMBLY 4, SEE A512. AND � FRP NEWEL POST (COL 4), SEE A513 = LIMESTONE WINDOW SILL, ` SEE F3/A511. _ _.._ _ _ _ ��"—�� BALCONY ASSEMBLY BEYOND. � / ��..��R, STUTZ '%,,. `�� ,�STfRF �-y2 � 2- 00033126 STATE OF By: � � � —� L� j� KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R \/ • V �I��VVVI � DEVELOPMENT CO. Project: --r� � � � BRICK AND LIMESTONE JACK ARCH 1, ; ♦J � SEE D1/A511 � O YORK HEAD FLASHING. � LOOSE LAID STEEL LINTEL, PAINTED. ';, � ^, (V S.H. WINDOW. � W (1f� /� RAILING ASSEMBLY 3, SEE A512. U � O LIMESTONE WINDOW SILL, SEE � ^, � W � F3/A511. � � FRP NEWEL POST COVER (COL 3), -�+ � � `, _-� SEE A513 � z } a �_ ; ;, PREFIN. MTL. COUNTERFLASHING � � � � � �, f'; TRIM 1: EIFS, OVER MASONRY, WCLUDING � � � -� �� PLYWDAND PREFIN. MTL. LEDGE CAPPING �/�' � } 3f : � f f�`W : r�� W/ LAPPED SEAMS AND BACKPLATES �� W � - � � � ____ � _ �� . � � � ---�=� 4" CMU BEHIND EIFS TRIM. � _ _, 7/8" AIR SPACE, FIRST FLOOR TYP. � O U -- -- LIQUID APPLIED MOISTURE ' ^ MEMBRANE, NP. (JJ � O °�` -�-'°-------�"'� � BRICKAND LIMESTONE JACKARCH 2, � Ll, ��'" SE E D 1 /A511 � v � COPPER HEAD FLASHING. � ��!� ��; LOOSE LAID STEEL LINTEL, PAINTED. _, r�� ,,E i �C��{4 Ei�� I� li�� 3 ,�� STOREFRONT WINDOW SYSTEM. �� FRP COLUMN COVER (COL 2), COPYRIGHT&OWNERSHIPOFDOCUMENTS SEE A513 pH{tppERCNOF'THEARCFN ECTANDTPOEDCORDESIGNGROUP LLOCLALL - INFORMATIONCONTAINEDHEREINISCONFlDENTIAL ITSSUBMISSION AND DISiT21BUTION TO O7HER PARTIES IS NOT TO BE CONSTRUED AS . PUBLICATION IN DEROGATION OF CL7MMON LAW CAPVRIGHT. INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL BRICK BASE 1 OVER 8�� CMU� INFORMATIONCONTAWEDHEREINCONSTITUTESTHEORIGINALAND UNPUBLISHEO WORK OF THE ARCHITECT. JAMES R STUTZMAN, AND GROUT SOLID BETWEEN FEDCOR�ESIGNGROUP,LLC NOPARTORWIiOLEOFTFNSDE5IGN, ,.,. '� THESE DF2AWINGS, OR THE RESULTING BUILDING OR BUIL�INGS, OR � 2 PORTIONS OF THE RESULTWG BUILDING OR BUILOINGS MAV BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, `�� BRICK BASE 1 BEYOND MODIFlEDOROTHERMSEDISTRIBUTEDINANVWAVWITHOUTTHE SPEqFIC AND PPoOR WRITTEN CONSENT OF THE ARCHITECT. JAMES R. A� � � STUTZMAN AND PEDCOR DESIGN GROUP, LLC. 0 COPYRIGHT 2013 " JAMES R. STUTZMAN AIA Cartnel Indiana. ?i - { . . . i • � � � • �, . � �....�� .. �.. � �. �..�. : � _ �� - - - - - - - h ` 4 � � . � � • y �#' ��. �� . '� � } . y�4'�''� . _ ' • �``,,,`�````````�```````� ► ```�� `�� `� ,'— • �. — `�� • - � • �``�- � - . . : . - � � �� _ � •- -•- . . . ..- _ . -_ . � � ►``` ��```` ��```` � ►`````��````�� ````�� ``��``��``C ►��```��````��````� ►``````��``````��``````� � ��`` ��``/ WALL SECTION .E:3/8" = 1'-0" j'��//'�`�� Project Number: VOLCAY WATERPROOFING CONT. � BTM. OF FOOTING NAS H B U I LD I N G Sheet Titie: WALL SECTIONS °� 6" SOCKED DRAINAGE TILE (CONT) SURROUNDED BY 6" OF CLEAN GRANULAR FILL. SEE DETAILS A2/A501 8� C1/A95. Sheet Number: REINFORCED CONCRETE FOOTING, < REFERENCE S-SERIES DRAWINGS. �� L � EET 62 OF 139 : sers esign es op g onsepara e.p a, . � � WOOD ROOF TRUSSES, REF. S-SERIES DWGS.— INSUL., SEE ATTIC PLAN +��_� �� 4 B.O. TRUSS (1) LAYER 5/8° GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL R19 1 1/2" RIGID INSUL. IN 2X URRING WALL, TYP. 1 1/2" LT. WT. AGG. CONC. A1 TOPPING ON KRAFT A505 PAPER OVER T8G SUB- FLOOR ON WOOD FLOOR � TRUSSES. / +25'-1" � 3 THIRD FLOOR R-11 BATT INSUL., IYP. 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT ` CHANNELS � 12" oc PER U.L. ASSEMBLY #L563. 5/8" DRYVIIALL R19 1 1/2" RIGID INSUL. IN 2X FURRING WALL, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T8G SUB- FLOOR ON WOOD FLOOR TRUSSES. —� +14' 2 SECOND FLOOR R-111 BATT INSULATION-� 5/8 F.R. GYP. BD. (1) LAYER OF TYPE 'C' WITH RESILIENT CHANNELS � 12" O.C. PER U.L. TEST #L563 R19 BATT INSUL. W / KRAFT FACE, TYP.— 5/8" DRYWALL �� 1 FIRST FLOOR 3 1/2" CONC. TOPPING OVEI 2 1/2" EXTRUDED POLY- STYRENE BOARD OVER 10" PRECAST PLANKS 1/2" EXPAN. JT. MATL. a�ii TOPPING PERIMETER, TYPICAL. TURNED DOWN SLABS AT STAIR DOOR. THRESHOLD DETAIL LIKE D1/A601. 6" REINFORCED CONCRETE SLAB OVER 9" MIN. GRANULAR FILL , REFERENCE S-SERIES DWG & SOIL REPORT . —� -12'-3" -1 PARKING LEVEL � A1 A505 � — . . . .. :�. ♦ _ _. --.. _ � _ ___ _ __. 1" DIMENSIONAL FIBER- �F GLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED � METAL DRIP EDGE — — — � ♦ ` / � I CORNICE 2: INCLUDES 2X WD FRAMING, PLYWD, I SOFFIT, VENTS, PREFIN � MTL CAP/TRIM/4x6 GUTTER � � °� � � _� �� _ � _ _ 3S ; ORNICE 1: EIFS / � �� — `` CMU BOND BEAM E2 ��— —�"' � OR PRECAST LINTEL, E2 A503 SIM. ``�'. REF. S-SERIES DWGS. A50 b. � �� NER 258, SYSTEM �;. "G" CEILING 8" CMU STAIR SHAFT ASSEMBLY, SEE A402 ♦ � � __._ _ � � � � � �._ _. _ � �` � � , . _.. � � , . �, ,, � �., � � ' / , ;. '� _ .� �i , ., . �, � �.- ; __ _._... �_..._... , - �. _ _ � . _.__ �_ ..__ _ _ __ _� ___ __, __..... DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS � PREFINISHED METAL DRIP EDGE — — — � ♦ ` / � I CORNICE 2: INCLUDES 2X WD FRAMING, PLYWD, SOFFIT, VENTS, ' ' PREFIN MTL CAPlfRIM/4x6 GUTTER � � . . ... I ___ _ ,�;; I �• ,p'i ��`"� � ORNICE 1: EIFS � � / � a ; CMU BOND BEAM OR � � �� "'� � � PRECAST LINTEL, REF. S- �; SERIES DWGS. � ' I: � # i NER 258, SYSTEM "G" CEILING � � WINDOW 7 D5 � I � � ` � � -1 " ; ; _. �_ � _ __ ___ . _ __ ___ __ )R � ! ;4 �j D3 3� CMU BOND BEAM OR � A604 PRECAST LINTEL, REF. S- � � "�� ! , SERIES DWGS. ` � ' �I, — — / D5 � ` WINDOW 7 ' METAL STAIR AND RAILING ASSEMBLY 14' � ' � )R ;:�; � �.� ��' 8" CMU STAIR SHAFT ASSEMBLY, SEE ,� ; � � � A402 � ,� . �� ii . . . � .i � � -. . 1 � �. .. • .. .. �� .. � � � � ... � • i. ii : ` ' � : ii ... • -. i ' " .. -- .. I/ i .. � � . I /I /I • � � ♦ .. I/ � � � � � � � � � n ■ V, z . � / /I ►�� i � ♦�♦ � . ►�� ►_� A�e // ►�� I/ � � . p❖.•, •i ►.... t .._._. � : � • � :... : ; . '•••'.•. .. ►.•.•.•, - • • . : � ......, .. � ' - � ''� I � . �. �� ' �; � � . ' . . .-:. • •- . / _ _ I � ` ��`` �� ` ' .. � � �� • I�, , � • • --�• . .: • • : • •� � � '�`�" � �� i ��` ��` � __ . � � +r. , .�,��```` ��```` ��```` . � ��':± �.� �� .�e� �� I �-,��. . • - . • . � �-�« iy�� . I��i ��. . �•��' �� I``~�� .,�,.., �`' ``` ``` ``` , i.,�.;,� ♦ ♦ ♦ ,,�`��s�� ' •��,`��````��```��``. , .�,. � �, . • � �-. . ��,. � - • � � : . . . �,��. • • . • • . � � ,. •._,_ � . . � ,� ,. . . � ; .. _— ___—"—.' II _ __ _ _ - ' - #. �� • ' . � � i � � F �� . , �;!►,. ' � ,•,±�'� �� 9!i!'� i ► i_ __ . �I • , . ,�� .' ' ,� ► . � •- � • •• �� " WALL SECTION 3 SCALE:3/8" = 1'-0" _..;,. ..._�.�n� ._u.._�_. _ ...w.__.,� _.. __. .. _� _r. _ _ ._.... ... .� _ __ _ . ., , . _... _e_ _. , �. _ _. � . ___ . . _ . _� _. .. .. .� . . � .. .. .. ri i 'i �'a', i a !�. ii '��. .. .. � � .: �i p � " � • :�. ii ii • : � ri � .� � , �� .. .. . .. % i i ♦ / /I .. �. . . . � ° .� % • � � • . � • � i % //� /I .-.�. � �� %//, , �j�� _ �A.�_�_ � // .;.;.;.; .. � � p��Q r� � : ►.�.�.�. . :.-... _; ' = ' • - � '•'•'•'� � - - :�:�:�:� .. • • � . ► i i. + . �� i i i . � � � ii i . �� i i ' I Y� V+1 �� `R� . . . . �� ' �;� �. � ��►. ,,�`;;`�.. ```�� ' ';,��:� '� '�.�,�` ��`` � � �;� _ � . . --�• • • : �- ■� --• • • ► ``` ``` , ♦ ♦ ��±„r: �► ♦ ♦ �; � �.�•_�i �� , .,�. �� `�� ``�� I C��'�� , . 4'�� r ' ��`:� �� `` ��`` � �,w';�`;��` ```�� ```�� . �� `` `` �•i%,,�•,+ �� . i:��;��``��``�� ,..� `` `` � t.:,,+. . ''�; �;�: ♦ ♦ � � ( �.:;�� ``�� ``�� ``�� ■:'��``� � � . •,�,r4��► �� '� -'" ``��` `��` `�� r• �, . S•s,:. �`�, .`� . I �� ;` ````��`` ```��`` � �ri� wt�.�'; � . �'�;� �� ` �� c1t��.:► `,'��i�� . � '��`,�., �� ' � � �i �f� �`� ``````�� `````�� , ,. �`��, �� :.,, �+',`` ��` � � s��!�;;�,�,1 > ��r. .� . ' WALL SECTION SCALE:3/8" = 1'-0" � NOTE: TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE 'X' ON THE OUTSIDE FACE OVER STRUCTURAL SHEATHING. � � w�, � � .� �� " ��. r � .:�...._.._..� � � � � ��.. ��r'� .�`, �._. �� €°' �� ;:iE PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \`\\\`\``.�S��us'T!�U �TI �i'//� ' .,,� ��' �,G\STERF �y �� 2� � � � O � �� : ' - 00033126 = � STATE OF � — --- -- _._._. . _..... ._ ..... ....... ..w.. ..._.. ..._._ _..._. ....... . _._.. ,..,,_ . .__.._ • �rnlld - DIMENSIONAL FIBERGLASS ROOF = SHINGLES ON 15 # FELT. � � �--..�� ROOF SHEATHING, REFERENCE S-SERIEIS D RAWI NGS gy. ; i t G PREFINISHED METAL DRIP EDGE AND ` � EIFS CAPPING. REFER TO EIFS DETAILS � � � AND PROFILE SHEET FOR TYPICAL ; --� REQUIREMENTS. ' ; + — — — � ` � _ WOOD ROOF TRUSSES, '` �, `' REF. S-SERIES DWGS. / �"`'ti�.� � ORNICE 2: INCLUDES 2X WD FRAMING, ' � PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ TRIM/4x6 GUTTER � � � � � INSUL., SEE ----- I ATTIC PLAN +34'-1 " � E2 4 B.O. TRUSS � �A5o3� � � (1) LAYER 5/8" GYP. TYPE �_ � FURR NG CHANNELS ON ( I N K E Y P L A N Borronn oF rRUSSES. BLDG D SEE UL DESIGN P522 ` i :� ' ORNICE 1: EIFS, INCLUDES EIFS DENTIL 1 sc,a�E: Nrs � ' ' '� / 5/8" DRYWALL � `"� � : � � Developer: R21 HD BATT INSUL. W/ �� P E D C O R i � Zo KRAFT FACE, TYP. ! � '3 WOOD WINDOW I '•' S.H. WINDOW. ' �� Cg%Gl�i�'' HEADER, REF. S-SERIES � � �G� DWGS., TYP. � RAILING ASSEMBLY 6, SEE A512. �t DEVELOPMENT CO. ` �� LIMESTONE SILL PANEL, PARTOF LIMESTONE ; E 1 1/2" LT. WT. AGG. CONC. � �� r�' WINDOW SURROUND 1B, SEE E5/A511 _. _ _ ____ - -- - -_ _ _ - -- -- TOPPING ON KRAFT ' _ PAPER OVER T&G SUB- 82 � �� YORK THRU WALL FLASHING AND PREFIN. MTL ; FLOOR ON WOOD FLOOR A504 ,, � �� ;�' COUNTER FLASHING CONT. ACROSS BALCONYi Project TRUSSES. ` ;�� PREFINISH METALCAP +25,_,�„ I ,� ' ' '� OVER ENTIRE BALCONYASSEM. 3 THIRD FLOOR —�� _ ' � TRIM 5: EIFS INCLUDING PLYWD CAP R-11 BATT INSUL., � N SUBSTRATE, SEE A510. NP• I BALCONY FRAMING, REF. S-SERIES �� DRAWINGS 5/8" FIRE RESISTANTGYP. � 4" CMU BEHIND BALCONYASSEM. � BD. ON RESILIENT DIRECTAPPLIED FINISH SYSTEM SOFFII" � � CHANNELS � 12" oc PER U.L. ASSEMBLY #L563. � EIFS WINDOW HEAD 2 OVER MASONRY VENEEF�. �i � DO NOT CONCEAL WEEPS. SEE F1fA511 = � O 5/8" DRYWALL ` • :I � �` SELF SUPPORTING LIMESTONE HEAD, PART OF � R21 HD BATT INSUL. W/ ! LIMESTONE WINDOW SURROUND 1, SEE ES/A5'�1 � KRAFT FACE, TYP. " i I' � YORK HEAD FLASHING. ^' N WOOD WINDOW C4 =� f, S.H. WINDOW. � V� (Y� HEADER, REF. S-SERIES A604 :; ;; : RAILING ASSEMBLY 6, SEE A512. U .� Q DWGS., TYP. i i r' ,,� � ^' � i =;f LIMESTONE SILL PANEL, PARTOF LIMESTONE _- 1 1/2" LT. WT. AGG. CONC. ; �"; WINDOW SURROUND 1, SEE E5/A511 � �� TOPPING ON KRAFT [ 1�E YORK THRU WALL FLASHING AND PREFIAI. �� PAPER OVER T&G SUB- ; i` - MTL. COUNTER FLASHING CONT. ACROS�S •� ■� �� FLOOR ON WOOD FLOOR B2 .� BALCONY. (� TRUSSES. A504 ` '� � ` ' � � � � � .� . , / `' �� s ° ' �' , j � +,� 4, I # � � ` ` � PREFINISH METAL CAP • � � �� _ � OVER ENTIRE BALCONYASSEM. � � � 2 SECOND FLOOR � � � R-11 BATT ' � M O � INSULATION � I N TRIM 4B: EIFS INCLUDING PLYWD CAP �"�"� r/� V SUBSTRATE, SEE A510. v, 5/8" F.R. GYP. BD. (1) � O LAYER OF TYPE 'C' WtTH � , ^ RESILIENT CHANNELS @ 12" O.C. PER U.L. BALCONY FRAMING ATTACHED TO M�� TEST #L563 MASONRY, REF. S-SERIES DRAWINGS � W R25HD BATT INSUL. W/ DIRECTAPPLIED FINISH SYSTEM SOFFIT KRAFT FACE, TYP. 4" CMU BEHIND BALCONYASSEM. 5/8" DRYWALL 0 STUD WALL W/ 5/8" EXT. LIQUID APPLIED MOISTURE MEMBRANE, SHEATHING PER S- SERIES DWGS., TYP. TYP. t0" 1 FIRST FLOOR p COPYRIGHT & OWNERSHIP OF DOCUMENTS 7I(J�� AIR SPACE� FIRST FLOOR 1 I P. THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE PROPERiYOFTHEARCHITECTANDPEDCORDESIGNGROUP,LLC ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION 70 OTHER PARTIES IS NO7 TO BE CONSTRUED AS BRICK VENEER PUBLICATIONINDERIX'ATIONOFCOMMONLAWCOPYRIGHT, INTELLECTUAL PROPERT/ RIGH75 OR OTHER RESERVED RIGHTS ALL WFORMATION CONTAINED HERE W CONSTITUTES THE ORIGINAL AND YORK THRU-WALL FLASHING, AND UNPUBIISHEDWORKOFTHEARCHITECT,JAMESR STUTZMAN,AND PEOCOR DESIGN GROUP LLC. NO PARTOR WHOLE OF 7HIS DESIGN. COPPER FOUNDATION FLASHING. THESEDRAWINGS,ORTHERESULTINGBUILDINGORBUILDINGS,OR PORTIONS OF THE RESULTING BINLDING OR BUILDINGS MAY BE '�— WPLICATED, COPIED, EXHIBI7ED, PHOTOGRAPHED. PUBLISHED, MODIFlED OR OTHERIMSE DISTRIBUTED IN ANY WAV WITHOUT THE BRICK BASE 1 OVER 8�� CMU� SPECIFICANOPRIORNRITTENCONSENTOFTHEAFiCFNTECT,JAMESR I STU7ZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 ,14MES R. STUTZMAN AIA Cartnel InWana. _ GROUT SOLID BETWEEN I � N Bld Set Construction Documen� , . , ' —_ — . D %��O O O Set Issue Date Sheet Issue Date � . � . 05.15.2012 > t � / �� Drawn By Checked By � ; EJD, JLS, JAW, AJR JAW F3 ' � aSt 2VISIOf1 a @: 3 1/2" CONC. TOPPING OVER A503 I`�� Construction Bid Set 02.20.13 2 1/2" EXTRUDED POLY- � � Parcel �54 Bid Package STYRENE BOARD OVER 10° ! Parking Garage and Ramp 02.20.13 PRECAST PLANKS I i ' ° I � ; I t I ° I D 6" REINFORCED � � � � ' � CONCRETE SLAB OVER 9" I ( °' MIN. GRANULAR FILL , � � REFERENCE S-SERIES � I DWG & SOIL REPORT . � ; -12'-3" -1 PARKING LEVEL . � � ■ C�iv►� � �'a: . •:�•�' I�',a ti�'"� . . ;��:, �,� � I�Y�� . . •, � ��Y�Z �, � , f�� I �� — �. . . . � WALL SECTION SCALE:3/8" = 1'-0" I _CAY WATERPROOFING CONT. BTM. OF FOOTING. �) INFORCED CONCRETE WALL, FERENCE S-SERIES DRAWINGS. % Project Number: NASH BUILDING „ / Sheet Titie: � SURROUNDED BIY 6'GOF ILE i� WALL SECTIONS /SEE DETAILS A2/� 501 & C1/A95. f� (CONT) — REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. Sheet Number: S � 1 t t� � SHEET 63 OF 139 / I I ; �.°` I �� ■ � ► sers esign es op g onsepara e.p a, a e prin e. PERSPECTIVE - WOOD ROOF TRUSSES, REF. S-SERIES DWGS.— / INSUL., SEE ATTIC PLA 1 +34'-1 " 4 B.O. TRUSS (1) LAYER 5/8" GYP. TYPE � C, AND RESILENT FURRING CHANNELS ON ( BOTTOM OF TRUSSES. SEE UL DESIGN P522 �/ 5/8" DRYWALL � R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. VVf. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +25'-1" 3 THIRD FLOOR R-11 BATT INSUL., TYP 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS @ 12" oc PER U.L. ASSEMBLY #L563. 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +� 4' 2 SECOND FLOOR R-11 BATT INSULATION STUD WALL W /5/8" EXT. SHEATHING PER S- SERIES DWGS., TYP.— R25HD BATT INSUL. W / KRAFT FACE, TYP. (1) LAYEROF 5/8" DRYWALL DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS. � �� -� � ��.. �,� ',� .�� _ , .�; �Y� �� : �._. �:t�� :��_�s PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: :� :� � ``\`��U�uluuwunuiqi�"ii, � SR.STUrZ �,'. �`��, �! ''., € �� G�STfRF 9 : � ` ; � O Z% E = ` � � � = 00033126 = ; _ _ �_ ST;4TE OF _� DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. _ _.._ __. ___ __. e. � _._ . ....... ..... _.__ ,. , _.. _ . __.. � _._ __ __ ___ .....� __. __. ROOF SHEATHING, REFERENCE S-SERI�S DRAWINGS � �— PREFINISHED METAL DRIP EDGE 3 �� --- � B1 SIM. �� A505 1 � WOOD ROOF TRUSSES, REF. S-SERIES DWGS. - PREFIN. MTL. DRIP EDGE, SEE DETAIL � � INSUL., SEE ATTIC PLA ' � � ,. .. +34'-1" � ._ _ I ._ _ .._ . _ _ m,�_.., � 4 B.O. TRUSS '°� �`�� - ' SOFFIT 1� INCLUDES SOFFIT VENTS PREFIN (1) LAYER 5/8" GYP. Tl'p � �� .� __� — B3 B3 — � � N MTL WRAPPED 2X WD GUTTER BOARD, AND C, AND RESILENT ( 1 � I 4x6 GUTTER FURRING CHANNELS CiJ � BOTTOM OF TRUSSES. � � CORNICE 1: EIFS SEE UL DESIGN P522 � I F4 _ _ �� 5/8" DRYWALL � A604 R21 HD BATT INSUL. W/ �� KRAFT FACE, TYP. � � r � WOOD WINDOW i HEADER, REF. S-SERIES C5 DWGS., TYP. A604 B2 � 1 1/2" LT. WT. AGG. CONC A505 ; TOPPING ON KRAFT IM. � PAPER OVER T&G SUB- s FLOOR ON WOOD FLOOR � TRUSSES E2 CORNICE 2: INCLUDES 2X WD FRAMING, ,503 PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ TRIM, PREFIN MTL WRAPPED 2X WD GUTTER BOARD, AND PREFIN MTL 4x6 GUTTER By: � � � —� L� � � _: __ _ _ __ __ _ __ � _ � CORNICE 1: EIFS KEY PLAN � N BLDG D SCALE:NTS S.H. WINDOW. Developer: LIMESTONE SILL PANEL, PARTOF LIMESTONE P E D C O R WINDOW SURROUND 4B, SEE E5/A511 GUARDRAILING ASSEMBLY 8, SEE A512.; �, ��%�� A� �`` � �C�� G�"/v ; YORK THRU WALL FLASHING AND PREFIN. ,, ; E�, MTL. COUNTER FLASHING CONT. ACRO�S DEVELOPMENT CO. �� LIMESTONE SURROUND W/ END DAMS /�T _ _ __ j ; � � f � : DOOR. E ;, ;, ;, , ; ; �t j , � 4" CMU BEHIND BALCONYASSEM. , Project: � �� r ' � � � �� +25'-1 �� -- _, ___„ .. __� __ .... _. __ __ ... _.. ..._ ____ �. „_ .� — _. _ _._ . ___. 3 THIRD FLOOR TRIM 5: EIFS INCLUDING � R-11 BATT INSUL., TYP � PLYWD CAP SUBSTRATE, AND PREFIN MTL CAP, SEE A510. B3 C1 ; 2x WD. BALCONY FRAMING, REF. S-SERIES � A505 A505 _� � DWGS. � �� 5/8" FIRE RESISTANT GYP. �'i 1x12 ROUGH CUT CEDAR OVER 2x WD. , BD. ON RESILIENT �� FRAMING INSIDE PORCH iI1 CHANNELS @ 12" OC PER -�-�-{.: ';, SPRINKLER HEAD � U.L. ASSEMBLY#L563. �� <;I';,=; ' � ;-' � t �;!i EIFS WINDOW HEAD 1 OVER MASONRY VENE�R. O 5/8" DRYWALL ��,�"' NOT CONCEAL WEEPS. SEE F1/A511 �; � R21 HD BATT INSUL. W/ ' C4 j� E; SELF SUPPORTING LIMESTONE HEAD, PARTO� � KRAFT FACE, TYP. � A604 ;;: . : LIMESTONE WINDOW SURROUND 4, SEE E5/A�i11 ^, � � o ''; � � ! , i;�— YORK HEAD FLASHING. Q � ` v WOOD WINDOW � � � " � � '` S.H. WINDOW. � � M HEADER, REF. S-SERIES �' � � 1 F!!s GUARDRAILING ASSEMBLY 7, SEE A512. .� O DWGS., TYP. � 9 �}`. UMESTONE SILL PANEL, PARTOF LIMESTONE � � � � ± - i � , ; WINDOW SURROUND 4, SEE E5/A511 ? - � �} � 1 1/2" LT. WT. AGG. CONC. � � ; ; , ;; �� ; � � � ! ; �; ;-�+i YORKTHRU WALLFLASHINGAND PREFIN. MT4. � � �''� TOPPING ON KRAFT BZ � � � � � � j �� ; -s, �' � ,� � j ; � � COUNTER FLASHING CONT. ACROSS BALCON'Y �� PAPER OVER T&G SUB- A505 � ' � � ` � �� . _ ( t� ` � � � � � �_' wl END DAMS AT DOOR. ■ � ■ � FLOOR ON WOOD FLOOR � � � � ' � '� � �� - '� � � ' f �� TRUSSES. � � � � �� ' �, i� `� �� ; � _ ", � � TREATED 1x6 WOOD DECK � � � � �€ � t � � �� `; � ; j s� � r � � `:� ;� } ] 3 � : � � ' r �, • � +� 4� r � � `� '' '�_ .' - W . - � � : ;� _. : � : . . _ • _ � � �� -- — - �; 2 SECOND FLOOR I R-11 BATT INSULATION � 2x WD. BALCONY FRAMING, REF. S- m � ._� __.____._......�_...__........ ._....._u........._._�.__ SERIES DWGS. ■�•� � U I I ===� � I TRIM 4C: EIFS INCLUDING 5/8" F.R. GYP. BD. TYPI � I � PLYWD CAP SUBSTRATE, AND � , 'C' ON RESILIENT ' PREFIN MTL CAP, SEE A510. O CHANNELS @ 12" O.C. I � , ^ PER U.L. TEST #L563 -- __.._�-___._. _ e_ ___..___ ._._..�.._....,_. 318" ROUGH CUT CEDAR PLYWD. OVER �x �l J WD. FRAMING INSIDE PORCH � ' SPRINKLER HEAD U 64 A4 ��r� STUD WALL W/ 5/8" EXT. A505 A505 ;,r__ BRICK PIER BEYOND SHEATHING PER S- � � STRUCTURAL SHEATHING SERIES DWGS., TYP. � � R25HD BATT INSUL. W/ LIQUID APPLIED MOISTURE MEMBRANE, KRAFT FACE, TYP. TYP. (1) LAYER OF 5/8" STRUCTURAL SHEATHING DRYWALL 1 1/2" AIR SPACE, TYP. BRICK VENEER 1 1/2" AIRSPACE, TYP. COPYRIGHT80WNERSHIPOFDOCUMENTS THIS DOCUMENT IS AN INSTRUMENT Of SERVICES AND IS THE SOLE �. PROPER7V OF THE ARCHITECT AND PEDCOR DESIGN GROUP. LLC ALL LIQUID APPLIED � : � � � BRiICK VENEER - ANDDIS7RIBUTIONTOOTDHERRPAR ES�ISNOTTOBECONS RU DAS MOISTURE MEMB1lAlYE - I . PUBLICATIONINDEROGA710NOFCOMMONLAWCOPYRIGHT IMELLECTUAL PROPERN RIGHTS OR OTHER RESERJED RIGHTS ALL YO�RK THRU-WALL FLASHING� AND MFORMATIONCONTAINEDHEREINCONSTITUTESTHEORIGINALAND /ry . UNPUBLISHED WORK OF THE ARCHIlECT, JAMES R STUTZMAN, AND YORK THRU-WALL FLASHING� AND CV!PPER FOUNDATION FLASHING. PEDCORDESIGNGROUP LLC NOPAR70RWHOLEOFTHISDESIGN, �� /�, - THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR COPPER FOUNDl�TIO� FLASHING. PORTIONSOFTHERESULTINGBUILDINGORBUILDINGSMAVBE / ` � � : BR�CK BASE OVER 8�� CMU� OqFIEDOROTHER�MSEDISTRIBUTEDNANYWAYWIiNOU7�THE � ` � GF�OUT SOLID BETWEEN STUTZMANNANDPIEDCORI ED SGN�GROUP�LLCHO COPVRIGHT201gSR � BRICK BASE OVEE� 6";CMU, � I .w"'ESR snrzM`'r' `u.' c�`�i i�aa�a I i� GROUT SOLID BETW�EN � N � � � �� . ; �� fo" � to _ — — i _ _ _ _ _. _� Bld $et Construction Documen� __ __ __ � _ _ ..: � . ' - . :: • .� i L , � .a..� � � 1 FIRST FLOOR �- -� 1 FIRST FLOOR � � �---- '�;}� Set Issue Date Sheet Issue Date ° � o o : F5 SIM '— — �~ �� 05.15.2012 D. p . D B5 SIM — — � VOLCAY WATERPROOFING CONT. � A505 �r _. �` o Drawn By Checked By A503 O BTM. OF FOOTING � � I �� ` EJD,JLS,JAW,AJR JAW � �-�s //T�Y//T\Y//.n�Y//�\Y//TV'//.n�Y/ `� o ° ' FOUNDATION WALL, REFERENCE S- %� `� I 8S @VISIOCI a 2: . SERIES DRAWINGS. j 3 1/2" CONC. TOPPING OVER' � �� 3 1/2" CONC. TOPPING OVER .� //�U' 2 1/2" EXTRUDED POLY- � ?�E I Construction Bid Set 02.20.13 2 1/2" EXTRUDED POLY- � ° ��5� STYRENE BOARD OVER 10" I ' i�i Parcel 9-54 Bid Package STYRENE BOARD OVER 10" � PRECAST PLANKS ' ? � OLCAY WATERPROOFING CONT. TO BTM. Parking Garage and Ramp 02.20.13 PRECAST PLANKS o x REINFORCED CONCRETE SPREAD I I ' �� OF FOOTING I FOOTING, REFERENCE S-SERIES � � � I ° /��`� I DRAWINGS. " � w...__.... ii�� ' ° O� WATERPROOFING CONT. I ( ° D. . .��o REINFORCED CONCRETE WALL, � TO BTM. OF FOOTING D5 v: �. ° REFERENCE S-SERIES DRAWINGS. I �. o ` � A503 �M � : :° . � ` � � � � i I p REINFORCED CONCRETE WALL, I o. 6" REINFORCED REFERENCE S-SERIES DRAWINGS. 6" REINFORCED � ` CONCRETE SLAB OVER 9" v CONCRETE SLAB OVER 9" o Project Number: MIN. GRANULAR FILL ,� MIN. GRANULAR FILL , REFERENCE S-SERIES � REFERENCE S-SERIES � NASH BUILDING DWG & SOIL REPORT . I , DWG & SOIL REPORT . � D �. . -12'-3" -12'-3" __ � __ __ -1 PARKING LEVEL _' _. _ _. � ; . _ _ _,. _ . __ __ _ _1 PARKING LEVEL _ _ _ _ _ ._ _ _. _... WALLhSECTIONS I � � �: D / �. / � o CONT � ° 6" SOCKED DRAINAGE TILE 6" SOCKED DRAINAGE TILE � � o. SURROUNDED BY 6" OF �_ p I o. ... CLEAN GRANULAR FILL. _ o..._ � SURROUNDED BY 6 OF / SEE DETAILS A2/A501 & C1/A95. � ` CLEAN GRANULAR FILL. Sheet Number: � � � � SEE DETAILS A2/A501 & C1/A95. A2 �___�� REINFORCED CONCRETE FOOTING, A501 REINFORCED CONCRETE FOOTING, A501 = REFERENCE S-SERIES DRAWINGS. _ � � n i n � 1 [1 r/'1 T 1 r'1 A 1 E:3/8" = 1 ,__ _ _e_. _ _ � _. w ._ � _.t.. . �. _ ... . _ _ _ � ... �m__t � REFERENCE S-SERIES DRAWINGS. WALL SECTION SCALE:3/8" = 1'-0" � S .,,_._�......,�......... ...._...._._�...�_.._. _..._. � � t � ___ ._______�....._: OF 139 SHEET 64 � _ _. .. ,� s� �"C � �" v� 1 ,� � jr h+ - :�i�� - � � � �ws - �..� �'�.. �.� �i�. Z_#, � i� :'e� 5' (. I: � f i si PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: : �. \\```\`��v�� r�ST�V«rZ ��0�. : `��C'S�G\STERF �-92 . ;� � - - 00033126 = � STATE OF � ' ''� �NDIANP \`: , ,,,� qR \ �,. �'''�iir,� C �►tm� �-.�.�--�..� i By: � � F DIMENSIONAL FIBERGLASS ROOF DIMENSIONAL FIBERGLASS ROOF ` SHINGLES ON 15 # FELT. SHINGLES ON 15 # FELT. ' � ' } � w � � ROOF SHEATHING, REFERENCE ROOF SHEATHING, REFERENCE � `� -� S-SERIES DRAWINGS. S-SERIES DRAWINGS. � �� '� WOOD ROOF TRUSSES, ~ 5 ` WOOD ROOF TRUSSES, � ° ."� �'�~� k REFERENCE S-SERIES '�``� PREFIN. MTL DRIP EDGE, SEE DETAIL REF. S-SERIES DWGS. �� ' —�� PREFIN. MTL. DRIP EDGE, SEE DETAIL � �� .� � � ��„ -� �..� � — —� �� — — — — — —� [ ,�,. ��- .:�T.��,'�,�`, fn: .,�..�<� DRAWINGS. ^`�-.. � °��: ° , ,-=� '� , °`��- INSUL., SEE ATTIC PLAN � .� SIM. B1 i `�- ` °�. � �� INSUL., SEE ATTIC PLAN =E u_ �� ' �..`. � � �� A505 � � � � , �� ` ��.. � " +34'-1" �' TRUSS __ _� _... ..._ _. __... _._ ___ .._. �� ` �IM B1 4 8.�. _.._. � .,,.. . � �'i`�� ,.�,. �°"�� 4 B.O. TRUSS I ' A505 � SOFFIT 1: INCLUDES SOFFIT, VENTS PREriN , �. .;; � - ,�. s�� $ �,��42�. �' (1) LAYER 5/8" GYP. TYP � MTL WRAPPED 2X WD GUTTER BOARD, AND KEY PLAN `:.,: �;�-;--� -�. -�-_,,.�, r�,�� '�- (1) LAYER 5/8" GYP. TYPE C, � SOFFIT 1: WCLUDES SOFFIT, VENTS, PREFIN C, AND RESILENT � 4x6 GUTTER £� , � BLDG D r. ,— `�� -�� . ' ��., �-�, _� ` AND RESILENT FURRING � MTL WRAPPED 2X WD GUTTER BOARD, AND FURRING CHANNELS ON � �.� �,, � �� _ � .� s. '�� CHANNELS ON BOTTOM OF 4x6 GUTTER BOTTOM OF TRUSSES. � ~� � � � ` — � — � — � ' SEE UL DESIGN P522 � � —r SCALE:NTS � � � ��_ -- � � CORNICE 1: EIFS 7.a, � �� '^- � TRUSSES. SEE UL DESIGN �"" � :- ��.�° � °� . '`�°��`� P522 9� CORNICE 1: EIFS � � � ��" � �� , � � � 5/8" DRYWALL i j F4 Developer. �. � � =: ,;� � _-� � , � � � : , 's A604 � �"�. �' �-.�-. � ��` ��'�� ;� � S.H. WINDOW. � --� .� � -� � � � D R R21 HD BATT INSUL. W/ � P E D C R � 5/8" DRYWALL -�'. �" � . �'- � '�,� �'� `� �'� -� " � —� ~�.�,� � ; � LIMESTONE SILL, SEE F3/A511. ��w � -�� rv .-� � �� 1 �� R21 HD BATT INSUL. W / � WOOD WINDOWP �� L,;/C6%��j� � �� KRAFT FACE, TYP. GUARDRAILING ASSEMBLY 10, SEE A512. �G� HEADER, REF. S-SERIES ' ~_` �--_ �" "�� - -�� _� . �� A3 : _ ._.�...... _ � ; �- � .� MBLY 10 SEE A512 - ~�, _�.�_ �� ` , WOOD WINDOW HEADER, ,� DWGS., TYP. � GUARDRAILING ASSE ' REF. S-SERIES DWGS., TYP. A505 .. , f$e `� '� '`�� ;�;� �_ �E I� 1x6 TREATED WD. DECKING 1 1/2 LT. WT. AGG. CONC. � A604 • � �� . � �`� �. _ � "`"'^-� �µ �� .I E � 4 n _ _ . .. ... _ ._._ _. . . ._ . . .. � _ , _.�` �--. � " `'� °�. 1, � � ± __ , _ -�. �� ,- � D � -_.�`�� rv=.� _ `� '°`'� �.>: �• € i � �I ! €� F � ' I. eF � � � 1 TOPPING ON KRAFT �-_ . --�=a�. �. � -°�� _ ' E i „ ' �! . E � :� ;; � � t A505 � �� _�� , 1 v2" LT. WT. AGG. CONC. E , I �r II � �, 3 � � � TREATED 1x6 WD. DECKING -� � - ,, � w =�-� �"� TOPPING ON KRAFT PAPER i = €E '� � � : � : � �, I ; ;, �� ? RIP AND PAPER OVER T&G SUB- � Project: --'_ '� �= � �� ..� � ". � �--��< � , � ' ` � c � FLOOR ON WOOD FLOOR -- x. ---� -��-� ��' , : r ; # ; t° � . .� � � �_ �' ` = FLASHING � � OVER T&G SUB-FLOOR ON ! � � � r� � � � � � � � ' PREFINISH METAL LEDGE CAP, D ��` �� . �� - �__�� _� , � � WOOD FLOOR TRUSSES. �� ; � � ! � , � � � � � � � SIM. A505 505 FLASHING PREFINISH METAL LEDGE CAP, DRIP AND : _;�_ - � . TRU . � '�� *�"� ._..-_._�:. �-�,.._„�,` �-r-. -. k �� ? � �r i. � � � : - t . � . } � ,� , , -xa, ' � I { -� _ � �� i i � ,� ��-� _ _� �� y . �� .�,_ + � „ � � ' , � �� r .�. �� S +25'-1' � , ; , , , : _��, �. �,� ��` ; �.� :�_ .'_�"�� -- � � 25 -1 � � � : _ _ _. .__ �. �� -��---- � - ",-'�°��.-=�_, � EIFS TRIM 5: INCLUDING PLYWOOD 3 THIRD FLOOR --- � - ._ .. TRIM 5: EIFS INCLUDING 3 TH I RD FLOOR PLYWD CAP SUBSTRATE, AND �-- � � � �i � ��- `� � " BACKING, AND CAP SUBSTRATE, SEE -��; -� - = --�- � � -� " � ,._-�"�� R-11 BATT INSUL., TYP � PREFIN MTL CAP, SEE A510. ` , _� -�� -� �, R-11 BATT INSUL., TYP � A510. �� , --�- � ��'� `� ��"° ��=k~ `�� ( ' I 2x WD. BALCONY, REF. S-SERIES DWGS. I I 2Dx�s BALCONY FRAMING, REF. S-SERIES ' , - x _; _ _ � �-- �� ' - € I � �- _.__._., .e _.__�.__.. _ _.__,-- -- ---- l / #�° �� -�- n��-_-- 5/8" FIRE RESISTANT G P. 1x12 ROUGH CUT CEDAR OVER 2x WD. 5/8" FIRE RESISTANT GYP. ` 1x12 ROUGH CUT CEDAR OVER 2x WD. � � _ � - � __ �- � � �... � � ; � �_ BD. ON RESILIENT B3 C1 ` � FRAMING INSIDE PORCH � � — —� FRAMING INSIDE PORCH � -- -�. � CHANNELS 12" oc PER A505 A505 �; , BD. ON RESILtENT � - ' 3 v�.-- �� ~-� � + U.L. ASSEMBLY#L563. ! { CHANNELS 12 oc PER SPRINKLER HEAD, REF. FIRE � " �--- �'h�� ' PROT CTION DWGSEF. FIRE @ U.L. ASSEMBLY #L563. PROTECTION DWGS. �"'� O � � �--- � �� 5/8" DRYWALL € � BRICK AND LIMESTONE JACK ARCH 4, 5/8" DRYWALL BRICKAND LIMESTONE JACKARCH � �� `�" �� = � ��-�-�� '� : �� `"' YORK HEAD FLASHING. _. R21 HD BATT INSUL. W/ ,: _� �� ! B4 -�>� � = � --�- � �. � ��. _ � _�- -� ._ �, , f : SEE D1 /A511 ', r ❑ i ` i ,� R21 HD BATT INSUL. W/ � � A604 LOOSE LAID STEEL LINTEL, PAINTED. � N �� + - � � .� � �--� �� .: KRAFT FACE, TYP. � � f , � � W �: � �� :� � � �: � � � -� -� ; � � � � � ' YORK HEAD FLASHING. KRAFT FACE, TYP. r S.H. WINDOW. �� c .� � � � -� --��.._`�- � �� . : WOOD WINDOW ' � "� � ; � '�-= =-� - ----G �,-- �--� --��- W HEADER, REF. S-SERIES '� B5 ��-� _��s? LOOSE LAID STEEL LINTEL, PAINTED. WOOD WINDOW i i LIMESTONE SILL, SEE F3/A511. V � O --� , ' E€, HEADER, REF. S-SERIES BRICK VENEER .-: � . � .� � � ■ � ,, , � Y � � -�.:. ��. � � ..L� - - - DWGS., TYP. ' �� A602 �� * DOOR _ � � � � � � � � � � �� .,.� DWGS., TYP. GUARDRAILING ASSEMBLY 9, SEE A512. � � � � � , � �� _f � _ � �� - _ _� . � ��- FRP COLUMN COVER BEYOND (COL 5), B2 � � � � 'i � ; ; �� „ YORK THRU WALL FLASHING W/ _ � 4 ° ; � �=�°��:•�+�°�� °�� ' � � SEE A513 1 1 /2 LT. WT. AGG. CONC. ; � � :.�. . �� _ ,:...� � --r a A3 '. '_ :� ! , ,"" ��; A505 � END DAMS AT DOOR �..... �. ;::.,�:..9 s e - _ r ��, � ; t ; x r: ; �� : � --�- � -��- �� w _a : �, - � - - A505 ; , : � ; � �, ° �' � � , � �� GUARDRAILING ASSEMBLY 9, SEE A512. � � PREFIN MTL COVER FLASHING �� .� �.�._ ; R ; ; � � x r� r� IM. ; � . . ■� .� � =,E �w °�° � _ 1 1/2 LT. WT. AGG. CONC. :� � � � �; � „ � � � , , TOPPING ON KRAF � � j � R OVER T&G SU �� ._�,.- � � �""` � ! �. ! : � , , � F OOR ON WOOD FLOOR = � �" _ _ , � � :�� - � �- _, , <��m- TOPPING ON KRAFT ; :� i r; I ; � � � } �, , ; . � ; ; ' TREATED 1x6 WD. DECKING � tl � ��. _ -�. ;�. : t :I k E j is iI - � : : � � � � - -� � -� ' t � � �" _ - '� " PAPER OVER T&G SUB- � -.� �; � ,� ! ' �� f � �' � � , 1 x6 TREATED WD. DECKING TRUSSES. — e �- w � �•- — � � � � �:. �y-- -� s _.. - y g �" � � __.. � T,;_ ,�. ._. ...� . a__._, � ......€.„,�� ,.�?.. .� . :..1. �;:;� a _ ,. -. ,: t.. ,;. _-.::,";;;:::c,t' .. „ ' � '� 3 ;E t sr .: C E 'f � ' `i �i - � � . ; :__k<�-_..� s...: �.. . .=u... . .1_. _. � : ,__ .,_ FLOOR ON WOOD FLOOR i I f � E; ; € . ; ` , — --;__ :- ____ w , � �:,._._�.4.._ '�.x:,.�- . . � _ ,. ,._�. . .._... __:,. - ; ~ . :��. .�, .�:,, TRUSSES. �: �; s: 3� . � � � �_: ___ :.r : == =�-- - € ° � - � �. ;,. ' S • -° ° � ` � ; � �� '� ! ��= �' METAL LEDGE CAP, DRIP AND , PREFINISH METALLEDGE CAP, DRIPAND � � _ .� _ . 4 . __ � F � .. �. �. , , �.- _ 4� � ✓' � +1 // � �V �. �. u, FL FINISH FLF,SH+R1G � v �.� � �� _ �._ # �,� �r��.�. � _�� m� � +� ' ...___ , ,.. , _ n. _ _.. _ � ..� � ASHING L. �,_- , �. u �. � � COND FLOOR � �_ - � � _ . Y , � � _ , ,� ��.� _ _ 2 SE -- - ECOND FL . _ � � _ =. : . ., . .., ._ : r � ' ' ' - ` � ` �� R-11 BATT INSULATION I I . � � � .. . OOR ._.: � i� ' ;;,:, , „ ,..-- ` 3 _ �::. ` r-.,� � '� � , 2x WD. BALCONY FRAMING, REF. S-SERIES U „ _: � , "`�`�,�� 2x WD. BALCONY FRAMING, REF. S-SERIES , ,,, � ,, ' . � R-11 BATT INSULATION W . ;. , � � � �:, , , � .: . ° ' £ = ��: t� ' t,�.:, � EIFS TRIM 4C: INCLUDING PLYWOOD BACKING, I TRIM 4C: EIFS INCWDING PLYWD CAP _ _-.. � � �. ,.. _. ` ' ,, f, . -a' . � • . ,� � °� � `��-" �` P SUBSTRAT EE A510 AT ND PREFIN MTL CA EE A510 „ . b . , • , ..... , , ND CA , , � ; ,.,, ; A ES TR __. �. � � _ � . �� , OVER 2x . ' _ ��- � # , � � . �' .: s, �, _ _ -- ° � � 3 8B ROUGH CUT CEDAR PLYWD. '" „ ��_ ..� aro ,� z r-; � �3/8" ROUGH CUT CEDAR PLYWD. OVER 2x < , �� "� " ` �� `` WD FRAMING INSIDE PORCH � ._ � - � .w:. . ..:.:,:. . .. Y� _ ... , � . C 5/8" D R - ; � , � t- r � - , s ,, � _..._ ___... . _. __.,. __.. ,�. ., WD. FRAMING INSIDE POR H , _. r YWALL � _. : .. M . _ _ � . � ...� .,. , ., . ,�, � s - W ,., � .� � . � ' � ,�; / '" b" " ` : �.= -~ � �-�``F �"` ` "�- � �. ILING PER U.L. PRINKLER HEAD REF. FIRE _ _. � � , _ <, � ` � , . .� - � �.� T . � � _ �,�. ; ; ' �-°:e�s,�. A4 -. RATED CE B4 A4 S , R25HD BATT - _ ,� 7 , , ; <., ' ` ^°_---�---�-�-� ` INSULATION W / KRAFT �_ � _ � -, ; , 29 � :. ,_ � �`�" � ��.- �'�`. ��" � �� .:u�� ;a:,. � _ �:-=� � � "" � A505 A505 � SPRWKLER HEAD, REF. FIRE ASSEMBLY#L5 . PROTECTION DWGS. .. ,:, `= g �. � , ,.�- � �_�� _. �. FACE A505 A505 ,;: , _ � � � �. � � � �....� � � �� r �, � � PROTE ION DWGS � � � ' < ';.: �: ` �,. ' � :- �-� �� ; �� -�.,�.� , " . . ,� �� , .� � � -. �� , � � :, �,�._ � _ ,. ,_ � ,�- � � � � �..:_, � �` RATED CEILING P CT ,� ER U. � �- � � �°° � �b - � � -�� - STUD WALL W / 5/8 EXT. ' �r � � � �- � ' �-�;`'�� " �� Mr � ASSEMBLY #L529. � BRICK PIER BEYOND �. _ � _ ` �� ry � - ��,�` � �..� �x. ; �"", �- �. � ° �`�- ° � �� M-� � �. � :� -�� 5/8" DRYWALL ; BRICK VENEER SHEATHING PER S- � _ - : S . � � �� ERIES DWGS. TYP. �. -: � r� BRICK AND LIMESTONE JACK ARCH 3, R25HD BATT INSUL W/ ., � �� ' � M STUD WALL W/ 5/8" EXT. SEE D1/A511 KRAFT FACE, TYP. � `�" �` `` � �� :-,,.;a� � : ,- � � .��,�` �� : ;: " ; � � ; � � ' t ._ � . < a.-.e. ;,,°� F � ° ��-::� , '°•4-l--�' `a SHEATHING PER S- W �,�, ` �.�>.., " �'° °�`" -"` � . � ` _ � ,a �-`?°_'°`�°°��-�� SERIES DWG YP YORK HEAD FLASHING. WOOD WINDO ` , � � �, � �_ �,,,s • ,�...,_.._._ . . S., T . �� °°� HEADER, REF. 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' . � � i� � � • �- � o �� (CONT) �•_�• D � � . � � I � 6" SOCKED DRAINAGE TILE 6" SOCKED DRAINAGE TILE � Sheet Number: '�'2 �----� SURROUNDED BY 6" OF SURROUNDED BY 6" OF A501 CLEAN GRANULAR FILL. � � � CLEAN GRANULAR FILL. SEE DETAILS A2/A501 & C1/A95. A501 —r SEE DETAILS A2/A501 & C1/A95. REINFORCED CONCRETE FOOTING, REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. REFERENCE S-SERIES DRAWINGS. S � � t � WALL SECTION WALL SECTION 2 SCALE:3l8" = 1'-0" 1 SCALE:3/8" = 1'-0" _ _ _...._.. _..__ _ r__. ,___. __ _._. __. _,__ ....,..____, _._...___._.___,.__,_._.�___.�_ _.._� ---.- -----_—, ._.. . � _ _. _ . .__ . _ _ _ ___ _ . _ . ... .. _. _. _ _ _. . _.,, .. ___. ., _ __ __�._. ,, ......_ ___._. _._. ._, .... __.. ....., _. _ _. _,..... ..._ ,., _ . ._.,_.........�...__ .W..._ ,___.... _._......___,__._.__...n. _ ___._�__r.�... .............. ... _... _w.....___---._.,......... ,_._____......___ _,..__.�_..._.__,_....,.�_�._ SHEET65 OF 139 � __._ _ _ _ _ .._. _.. _. ___ _. _ _ _,._ .. �..__. e � _ _ __ _ _ __ . .� z_.. �� ___n._._� _....., �, . _. __.�_�. . r_._ _ .... ._ _ _,. ___ . � : sers esign es op g onsepara e.p a, a e prin e: �� - - ,.� _ . . . ; � PERSPECTIVE : sers esign es op g onsepara e.p a, a e prin e: WOOD ROOF TRUSSES, I REF. S-SERIES DWGS.—C INSUL., SEE ATTIC PLAN +34'-1 " 4 B.O. TRUSS � (1) LAYER 5/8° GYP. TYPE � C, AND RESILENT FURRING CHANNELS ON ` BOTTOM OF TRUSSES. � SEE UL DESIGN P522 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +25'-1" 3 THIRD FLOOR R-11 BATT INSUL., TYP 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS a� 12" oc PER U.L. ASSEMBLY #L563. 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +14' 2 SECOND FLOOR R-11 BATT INSULATION RATED CEILING PER U.L. ASSEMBLY #L529. � : STUD WALL W/ 5/8" EXT. SHEATHING PER S- SERIES DWGS., TYP.— R25HD BATT INSUL. W 1 KRAFT FACE, TYP. 5/8" DRYWALL to�� 1 FIRST FLOOR 3 1/2" CONC. TOPPING OVER 2 1/2" EXTRUDED POLY- STYRENE BOARD OVER 10" PRECAST PLANKS � / � � � � I 6" REINFORCED � CONCRETE SLAB OVER 9" I MIN. GRANULAR FILL , � REFERENCE S-SERIES ( DWG & SOIL REPORT� -12'-3" -1 PARKING LEVEL �---� WALL SECTION 3 SCALE:3/8" = 1'-0" C DIMENSIONAL FIBER- GLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REF. S-SERIES DRAWINGS. _ � PREFIN. MTL. DRIP EDGE �'`-...� ` B1 IM A505 . ... .. _ __._. _...,.. .� _. __. . , , ,. . . I SOFFIT 1: INCLUDES SOFFIT, � VENTS, PREFIN MTL WRAPPED ' 2X WD GUTTER BOARD, AND 4x6 GUTTER CORNICE 1: EIFS �� LIQUID APPLIED MOISTURE MEMBRANE, TYP. 1 1/2" AIR SPACE, TYP. BRICK VENEER YORK THRU-WALL FLASHING, AND COPPER FOUNDATION FLASHING. BRICK BASE OVER 6" CMU, GROUT SOLID BETWEEN NFORCED CONCRETE WALL W/ JNCH, REFERENCE S-SERIES WOOD ROOF TRUSSES, � REF. S-SERIES DWGS. � _.._. _�..____ i - � INSUL., SEE ATTIC PLAN +34'-1 " � ,< b � 4 B.O. TRUSS (1) LAYER 5/8" GYP. TYPE C, AND � RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL � � R21 HD BATT INSUL. W/ KRAFT FACE, TYP. � j i WOOD WINDOW ' ' HEADER, REF. S-SERIES � ? DWGS., NP. � � r 1 1/2" LT. WT. AGG. CONC. � TOPPING ON KRAFT I� PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +25'-1" 3 THIRD FLOOR R-11 BATT INSUL., TYP 5/8" FIRE RESISTANT G P. BD. ON RESILIENT CHANNELS @ 12" oc PER U.L. ASSEMBLY#L563. 5/8" DRYWALL ;� R21 HD BATT INSUL. W/ : f� KRAFT FACE, TYP. � � WOOD WINDOW ' � HEADER, REF. S-SERIES ` � � DWGS., TYP. ` ! � 1 1/2" LT. WT. AGG. F �� CONC. TOPPING ON r KRAFT PAPER OVER g5 j T&G SUB-FLOOR ON A604 i � WOOD FLOOR � � TRUSSES. � +14' 2 SECOND FLOOR R-11 BATT INSULATION STUD WALL W / 5/8" EXT. SHEATHING PER S-SERIES DWGS., TYP. RATED CEILING PER U.L. ASSEMBLY #L529. R25HD BATT INSUL. W / KRAFT FACE, TYP. 3; ; 5/8" DRYWALL �� ; to� 1 FIRST FLOO DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS. ��---� PREFIN. MTL. DRIP EDGE, SEE DETAIL 1 _„�,. . ., _�. .. . . .._ .. ...�_ _.. _�._ _..._. _ _ .. _..,,. _<, _ _ _ ... . � �:-''`� `' �-°"`"`° '``r SOFFIT 1: INCLUDES SOFFIT, VENTS, PREFIN -- -�;�-y'"' MTL WRAPPED 2X WD GUTTER BOARD, AND �=,�'�= `� � 4x6 GUTTER =`��--f` � � � � � CORNICE 1: EIFS B1 : A505 i S.H. WINDOW. ;/— LIMESTONE WINDOW SILL, , SEE F3/A511. B4 k f; �� ti; � BRICK AND LIME5TONE JACK ARCH 1, SEE D1/A511 YORK HEAD FLASHING. LOOSE LAID STEEL LINTEL, PAINTED. S.H. WINDOW. LIMESTONE WINDOW SILL, SEE F3/A511. LIQUID APPLIED MOISTURE MEMBRANE, TYP. 1 1/2" AIR SPACE. BRICK VENEER BRICK AND LIMESTONE JACK ARCH 1, SEE D1/A511 YORK HEAD FLASHING. s 5 LOOSE LAID STEEL LINTEL, PAINTED. � - B4 S.H. WINDOW. A604 '. F5 A604 i��". � } l;�- BRICK BASE AND SILL OVER 8" CMU, GROUT SOLID BETWEEN , R � � p 2,�.t �.�.� .,�, � �' • .x, �s P a' / •.: .: � � .� _ _ `, -� � < f. �� '" .��; � ��;� ' y `. , ��., � `� �"`� X u'6'-, , OLCAY WATERPROOFING CONT. � �, ��' ,��' TO BTM. OF FOOTING y . '� r s.�, �,�.,., 3 1/2" CONC. TOPPING OVER p ��. z�,��; 2 1/2" EXTRUDED POLY- � � ��°"�j � STYRENE BOARD OVER 10" � ``�~� � PRECAST PLANKS °. � '�� ` -� �� iZ � / � ,.. NOTE: TWO HOUR LOAD BEARING EXTERIOR WALLS ON FIRST FLOOR RECEIVING STRUCTURAL SHEATHING MUST RECEIVE ADDITIONAL 5/8" DENSGLASS, TYPE 'X' ON THE OUTSIDE FACE OVER STRUCTURAL SHEATHING. DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS. WOOD ROOF TRUSSES, REF. S-SERIES DWGS. ^� �� PREFIN. MTL. DRIP EDGE, SEE DETAIL / � INSUL., SEE ATTIC PLA ' +34'-1 " �.. . .�_ . ........ ....... _,�. ..__'. ...�. __�_ _... 4 B.O. TRUSS - __. _ .._ _ __ .___ __ _ _ � r A `,,�� y..�r4, r� �v ' .ri � �,_� _..... ._� �.� �� : � - i.. . i:� �., f'. �v ? s._ zi PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \\\�.`�\`� � � � � � � R n 5 � T � u r ,TZ � � � ��/,/ S %, a�� k,�'�ST f'4�p y2 : � �� : - 00033126 - �_ STATE OF _� By: � � � —Q � � SOFFIT 1: INCLUDES SOFFIT, VENTS, PREFIN KEY PLAN (1) LAYER 5/8" GYP. TYP� � MTL WRAPPED 2X WD GUTTER BOARD, AND / 4x6 GUTTER BLDG D C, AND RESILENT FURRING CHANNELS ON � � � � � � � � � �� CORNICE 1: EIFS SCALE: NTS BOTTOM OF TRUSSES. SEE UL DESIGN P522 B � Developer: 5/8" DRYWALL A505 P E D C O R R21 HD BATT INSUL. W/ KRAFT FACE, TYP. GUARDRAILING ASSEMBLY 10, SEE A512. �. ��i�irri��% YORK THRU WALL FLASHING AND PREFIN. MTL. �G� 1 1/2" LT. WT. AGG. CONC. � E, :; , _�•, COUNTER FLASHING CONT. ACROSS BALCONY TOPPING ON KRAFT B2 ,,; r�; ; `,� �; W/ END DAMSAT DOOR. ; DEVELOPMENT CO. u= -- - �- -- --- � _.__ _ _ _ _ PAPER OVER T&G SUB- A505 , �� ; � ,, r; :� � � � FLOOR ON WOOD FLOOR ' � �' �� ,I �E �� ', �! Project: TRUSSES. � '€ �€ ` �� 3I �? ;! � I� � 1x6 P.T. WOOD DECKING � � � #E � �3 � : ,E a. - _ j : i E€ E `€ _ � `, �. � � �� _�. �� +25'-1" / , E� ;f��:� — — — -- _ �_ . _ _,_ �._._ . _ ..__ __.. _ _ _.... ._._ ..__.. 3 THIRD FLOOR IFSTRIM 5: INCLUDING PLYWOODCAP R-11 BATT INSUL., TYP UBSTRATEAND PREFIN. MTL CAP, SEE A510. �� ,. ��,� �c WD. BALCONY FRAMING, REF. S-SERIES ��-' �~�� ;<< �WGS. �y LIQUID APPLIED MOISTURE MEMBRANE L 5/8" FIRE RESISTANT GYP. C1 B3 ` OVER 5/8" EXT. SHEATHING � BD. ON RESILIENT A505 A505 � � CHANNELS @ 12" oc PER ' 4 3/8" CEDAR PLYWOOD �� U.L. ASSEMBLY#L563. ` ' E � � O 5/8" DRYWALL � 1x12 CEDAR TRIM OVER 2X FRAMING � R21 HD BATT INSUL. W/ STRUCTURAL COLUMN, REFERENCE S- KRAFT FACE, TYP. SERIES DRAWINGS Q � N 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- B2 FLOOR ON WOOD FLOOR A505 TRUSSES. IM. +14' 2 SECOND FLOOR _ _ R-11 BATT INSULATION ♦. RATED CEILING PER U.L. ASSEMBLY #L529. � . STUD WALL W/ 5/8" EXT. SHEATHING PER S- SERIES DWGS., TYP.— R25HD BATT INSUL. W / KRAFT FACE, TYP. 5/8" DRYWALL _ _ .___ __ _ _� __ _ .�.___ �.._ � � � A4 B4 A505 A505 ' �` ± FRP COLUMN COVER (COL 5), SEE A513 � � M SPRINKLER HEAD, REF. FIRE ', .� � � ,�� ; PROTECTION DWGS. ' �� ; ? � � � ; PREFIN. MTL. FLASHING �+ � � '� � ; GUARDRAILING ASSEMBLY 9, SEE A512. ■ � ■ � � � �� — �_ � v -� _ �_. � � � ' PREFINISH METAL LEDGE CAP, DRIP AND � � 4; : � LASHING � � � � _ � � `�"� � � � � � __ , m o U �TRIM 4C: EIFS INCLUDING � LYWD CAP SUBSTRATE, AND � pREFIN MTL CAP, SEE A510. ' � V J _ ,, v � — SPRINKLER HEAD, REF. FIRE PROTECTION DWGS. — LIQUID APPLIED MOISTURE MEMBRANE, TYP. — STRUCTURAL COLUMN, REFERENCE S- SERIES DRAWINGS — BRICK VENEER COPYRIGHT&OWNERSHIPOFDOCUMENTS THIS DOCUMENT ISAN INSTRUMENT OF SER'VICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEOCOR DESIGN GROUP, LLC ALL — 1 1/2�� AIR SPACE� TYP. IP.NDDISTRIBUTIONTTOOTDHERRPARTES�ISNO7TOBECONSTR EDAS PUBLICATION IN DERO('ATION OF COMMON LAW COPYRIGHT, MTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CON7AINED HEREIN CONSTITU7ES TFiE ORIGINAL AND YORK THRU-WALL FLASHING, AND UNPUBLISHEDWORKOFTHEARCHITECT.JAMESR SiUT1MAN,AND � ` PEDCOR DESIGN GROUP, LLC. NO PAR70R WHOLE OF THIS DESIGN. , __ THESE IXiAW1NGS, OR THE RESUL7ING BUILDING OR BUILDINGS, OR COPPER FOUNDATION FLASHING. . PORTIONSOFTHERESULTINGBUILDINGORBUILqNGSMAYBE OUPLICATED, COPIER EXHIBITED, PHOTOGRAPHED. PUBLISHED, I ' . MODIFIED OR OTHER�MSE DIS7RIBUTED IN ANV WAY WI7HOUT 7HE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R BRICK BASE OVER 8�� CMU� STUTZMANANDPEDCORDESIGNGROW,LLC O COPVRIGHT2073 � � I GROUT SOLID BETWEEN .�MESR SnnM� aA �a� ��d�a�a. : to" -� �� Bld S2t Construction Documen� 1 FIRST FLOOR ■ D . — F5 %�� B5 �- Set Issue Date Sheet Issue Date A 5 0 5 A505 0 0 0 5. 1 5. 2 0 1 2 3 1/2" CONC. TOPPING OVER — ��°' ��_� } STRUCTURAL FOOTING AND PIER, Drawn By Checked By 2 1/2" EXTRUDED POLY- � �� ,.� : ° p REFERENCE S-SERIES DRAWINGS e�o,JLS,JAW,AJR �a,w STYRENE BOARD OVER 10'✓ p 8St @VISIOf1 ate: PRECAST PLANKS ° �� ,� o . , D � p. , � Construction Bid Set 02.20.13 ' Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 ( � / � � � � � o ( o OF FOOT NG ERPROOFING CONT. TO BTM. I I /� I o � o 6" REINFORCED / � REINFORCED CONCRETE WALL, CONCRETE SLAB OVER 9" ' REINFORCED CONCRETE WALL, I REFERENCE S-SERIES DRAWINGS. MIN. GRANULAR FILL , � p: : REFERENCE S-SERIES DRAWINGS. I o REFERENCE S-SERIES � I ��` DWG & SOIL REPORT . I VOLCAY WATERPROOFING CONT. TO BT OF FOOTING � D / I �. " EINFORCED CONCRETE S�AB OVER � p VOLCAY WATERPROOFING CONT. - p 9 MIN. GRANULAR FILL , REFERENCE S- >, TO BTM. OF FOOTING � SERIES DWG & SOIL REPORT . _ � _ -12'-3„ � �.. -12'-3�� __. _ _ _ _. _., _._ _ _ _ _. _ .. e_ ___ . _ _ _. _ -1 PARKING LEVEL � o �, _ _ __ -1 PARKING LEVEL � o ` � - _. D i �� . . . . � � � � • I . . •. �� /, � . .. •. o / ��- �' ---- • � � � � �.` , � p ' p � 6" SOCKED DRAINAGE TILE ° 6" SOCKED DRAINAGE TILE � � 6" SOCKED DRAINAGE TILE SURROUNDED BY 6" OF ,q2 ��—� SURROUNDED BY 6" OF � �---�� SURROUNDED BY 6" OF A501 CLEAN GRANULAR FILL. A501 CLEAN GRANULAR FILL. CLEAN GRANULAR FILL. SEE DETAILS A2/A501 & C1/A95. SEE DETAILS A2/A501 & C1/A95. SEE DETAILS A2/A501 & C1/A95. � REINFORCED CONCRETE FOOTING, REINFORCED CONCRETE FOOTING, REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. REFERENCE S-SERIES DRAWINGS. REFERENCE S-SERIES DRAWINGS. WALL SECTION WALL SECTION 2 SCALE:3/8" = 1'-0" 1 SCALE:3/8" = 1'-0" ._t. , , _ . ... .. _ __ . . _.. _.. . . _ _ . _ _ __ _ . . _ . . .... .. ... _ ., , _ ___ _ __ ____ _. ,_ , _ .._,_ ._,. ,.. . _, ._ __ ___._.��__m. ___ __,_._ _. � . _ _.. __ _ _ ., ._____ ........... ... � ,._.._,,., ,. _ _ __ . _ _ .v .� . _ _ ��. _ . . . , _. _ ... �. _ _ . _., _ . _ _ _ _ __. _ . ._ _ _ � .... .... . . ... . _. . .. _ _..__.... __ .._.� I � - - _ . 1 I Project Number: f ; NASH BUILDING Sheet Title: �� WALL SECTIONS (CONT) � Sheet Number: S � e SHEET 66 OF 139 _..._ _._ _ _ _.....,__ ____ . ,.... _. _ � ... _.. . . _ ,, - . __ ._..,_ __.___. _ _.___.... ._ . ..��,m.. _... _._.-_ � �1 r-=: _ � �� :' � . �- _ . ' �" µ 1 � �°- 3 > ,_ _ .. _ � �" ° ; ; F� � � °_ � � � ,- �' ,.. _� ., v ..,: '= � _ 5 � ,.:�.�; "� ;,.-+t.., . :,: . , , .. . �:< '� �".5 . . �X.. �� - � : �� - � \ PERSPECTIVE 4 SCALE:1:134.26 % . sers esiQn es op q onsepara e.p a, a e K �� ■ ■ r■ ="-------- �� Y�_. WOOD ROOF TRUSSE� REFERENCE S-SERIES DRAWINGS. INSUL., SEE ATTIC PLA +34'-1 " 4 B.O. TRUSS (1) LAYER 5/8" GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +25'-1" 3 THIRD FLOOR R-11 BATT INSUL., TYP. 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS @ 12" oc PER U.L. ASSEMBLY#L563. R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 5/8" DRYWALL 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +14' 2 SECOND FLOOR R-11 BATT INSULATION RATED CEILING PER U.L. ASSEMBLY #�529. —� STUD WALL W/ 5/8" EXT. SHEATHING PER S- SERIES DWGS., TYP.— R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 5/8" DRYWALL �„ 1 FIRST FLOOR 3 1/2" CONC. TOPPING O� 2 1/2" EXTRUDED POLY- STYRENE BOARD OVER 1 PRECAST PLANKS 6" REINFORCED CONCRETE SLAB OVER 9" MIN. GRANULAR FILL , REFERENCE S-SERIES DWG & SOIL REPORT . DIMENSIONAL FIBERGLASS ROOF _-_ __ . —_ ___ _ v _ -- -- -- �-- -- -- _ SHINGLES OIV 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS \ \ � PREFINISHED METAL DRIP EDGE A3 A502 � r A3 � � — — � --- \ SIM E2 \ A503 � CORNICE 2: INCLUDES 2X WD FRAMING, � PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ I TRIM, PREFIN MTL WRAPPED 2X WD GUTTER _� � BOARD, AND PREFIN MTL 4x6 GUTTER _______� � � . � ._._ _ � _ _, __. _,_ __.e_, ...... ___ __ _. ._� ICORNICE 1: EIFS —__�� ` _ �� --�-. ♦ � rv��.�: � � � �_ �� DIRECTAPPLIED FINISH SYSTEM OVER �';;i'�_srv � r; 5/8" EXT. SHEATHING OVER ROOF JOISTS. �_-�.� �:j EXT. SHEATHING TO BE APPROVED BY � ;; FINISH MANUFACTURER. ' `�°�-~� ; � :,,�_r�,.� w i' WOOD HEADER, REF. S- �"��=-� '� SERIES DWGS., TYP. � V�--�� j �{ �'_ s� SPRINKLER HEAD, REF. FORE �--�-:-r_�� PROTECTION DWGS. �� 5 r ; �N_ .: t ; _ _ % i; �; 3/4" EIFS VENEER INSIDE OF PORCHES _�� A505 k;;� �� GUARDRAILING ASSEMBLY 11, SEE A512. _�"; � F;i PVC ROOFING PAVERSOVER EPDM ROOFING �`�� I 9' MEMBRANE OVER 3/4" MARINE GRADE m-��_.e.:1�� F ki PLYWOOD, OVER 1/2" COVER BOARD �#�- —` �� — �---- � .�...� �v��. _.. .. � �- ��_ I � TRIM 56: EIFS INCLUDING �- — — . — — � . _ _� , ___ �_ . _ _._ ___ _. _ _e .. .. _ � PLYWDCAPSUBSTRATE,AND .��_.:�:.�'�� : PREFIN MTL CAP, SEE A510. �-- �- --�� -„;��--,-�= - � _� E :� a �— � 1- . EIFS WINDOW HEAD 16 OVER MASONRY _, �-�� VENEER. DO NOT CONCEAL WEEPS. SEE F1/A511 _.:�--�-�-m �- �-� � �V� � r, SELF SUPPORTING LIMESTONE HEAD, � � � ; __ x -�. � PARTOF UMESTONE WINDOW ° ��'�"��_:� � SURROUND 5, SEE E5/A511 - -_g � .. , ::.�._ WOOD HEADER, REF. S- �~�.°� � SERIES DWGS., TYP. J �� T : i -� �; � !: DIRECTAPPLIED FINISH SYSTEM OVER �� ;�r 5/8" EXT. SHEATHING. 2x4 CEILING ��' ?�, FRAMING. EXT. SHEATHING TO BE �--- = � ` APPROVED BY FINISH MANUFACTURER. � �� ; SPRINKLER HEAD, REF. FIRE ��"q: ' � � PROTECTION DWGS. �= � �;; GUARDRAILING ASSEMBLY 11, SEE A512. --�:-��"' �_. C4 ""` PVC ROOFING PAVERSOVER EPDM ROOFING "�� ;�_ _ , _�:T A505 ;,s ` MEMBRANE OVER 3/4" MARINE GRADE �°�- � �.�.�, r' PLYWOOD, OVER 1/2" COVER BOARD ��.�. _—T__._�.. i 9 ; =;. �� I PREFINISH METAL CAP, DRIP AND ��': ��-�— � ` FLASHING --- —�----- '.;� Wx , ' ,;�� ' � r: �� TRIM 4C: EIFS INCLUDING � _�_ -__ _..-__ _�. _ ; I PLYWD CAP SUBSTRATE, AND ---- -- PREFIN MTL CAP, SEE A510. — -i-- _-- ' WOOD FRAMING WOOD HEADER, REF. S- f k � � � � SERIES DWGS., TYP. � ' ��;.� - DIRECTAPPLIED FINISH SYSTEM OVER ' 5/8" EXT. SHEATHING. 2x4 CEILING �.� ��-� i. � FRAMING. EXT. SHEATHING TO BE '-�r��-�°'""�� w APPROVED BY FINISH MANUFACTURER. � �. SPRINKLER HEAD, REF. FIRE PROTECTION DWGS. 3/4° EIFS VENEER INSIDE PORCHES T I , ,; BRICK PIER BEYOND 1 �� i � i � � ► 1 ► ► ► ► ► � ► ► : -� � - ._ _ _ ---- _— -------------------------- : i • � % / . � � � � % / _ / . � � � ` % / / . � ---------------- -- ��o �� I , • � —,,� �� `.'�*i�'�� ' � �4S' ` �`II`` ' . � " • , . • . ,� �, ,�//�� ;.:•: � � � ...�. . �`��. . ---�• :-� �� a�� ,.. � `�� `� �, `� `� `� `�� :F. ��. �/ ` �+�.�� "' 0 i�� ,•�'.,� . ; .� �j . / `` • • • 7 � �� , �sr '�< �� ;��.� ;f:�. ��'� :;:;:� . � !�.�,� """.� ``�� ``�� ```�� ``�� :+:ti� •� �� ►�:�� .� , � �.� �.�:;�:;. �� . �: � � .��; �..�� ```�� ```�� ```�� ;.'�';��..�;,�� ``�� ``�� . ,:�,.�,� �-„'�' i i � ��` `�� `�� . ;.�'�` •: . ;� �� ,' ` / ! E`i j � REINFORCED CONCRETE WALL, ; ' j� � � � � REFERENCE S-SERIES DRAWINGS. ( f i I `�; � � i� ' i i �; D �� t i ii I D � I 4 i -12'-3" � i ! I I I -1 PARKING LEVEL -- - --- __ — _D __ — ._ � _ _ • . ' '. • •• - • ' . ' . ' � ' '• • • ' ' 9 ,��/,� . • ' • . � ' • I � � D � . . . . . . . . � . . : . p p p p. D ° 6" SOCKED DRAINAGE TILE D . . . . .. .. . . . . p - .. . � � � — �� SURROUNDED BY 6" OF � CLEAN GRANULAR FILL. A501 SEE DETAILS A2/A501 & C1/A95. REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. WALL SECTION 3 SCALE:3/8" = 1'-0" C , PERSPECTIVE �CALE: 1:130.76 � WOOD ROOF TRUSSES, REF. S-SERIES DWGS.—� INSUL., SEE ATTIC PLAN—� +34'-1 " 4 B.O. TRUSS (1) LAYER 5/8" GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T&G SUB- FLOOR ON WOOD FLOOR TRUSSES. +25'-1 �� 3 THIRD FLOOR R-11 BATT INSUL., TYP.— � 5/8" FIRE RESISTANT GYP. ' BD. ON RESILIENT '. CHANNELS @ 12" oc PER � U.L. ASSEMBLY #L563. � 5/8" DRYWALL [ � R21 HD BATT INSUL. W/ ' KRAFT FACE, TYP. : (1) LAYER OF 5/8" : EXTERIOR SHEATHING — = 1 1/2" LT. WT. AGG. CONC. ; TOPPING ON KRAFT ; PAPER OVER T&G SUB- : FLOOR ON WOOD FLOOR : TRUSSES. � +14' - SECOND FLOOR , R-32 BATT INSULATION— h 5/8" F.R. GYP. BD. (1) ; LAYER OF TYPE 'C' WITH RESILIENT CHANNELS T@ 12" O.C. PER U.L. TEST #L563 ; STUD WALL W/ 5/8" EXT. k SHEATHING PER S- � SERIES DWGS., TYP. b R25HD BATT INSUL. W/ ��.—�-- . � SIM. F4 A504 — DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE > s �y A � +{��j''y 4 � �� l'T=�yr �v� ` ' ��ro � ....__.__ �._..__..... r # �, � � �-� ��°� �: �: � �.� ti��.:�a PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: � >� \\`\`\ `�� +' � "5 T i U r �TZ ''' � S '%. �` �� G�S T fl�F �yZ : ; �� : = 00033126 = s STATE OF � % �NDIANP �� , ��'''�%�,qR� � . - �,rurr� By: � � � � � SOFFIT 1: INCLUDES SOFFIT VENTS, PREFIN KEY PLAN MT� WRAPPED 2X WD GUTT R BOARD, AND 4x6 GUTTER � BLDG D ' SCALE:NTS i CORNICE 16: EIFS � Developer: i 2x WD FRAMING BETWEEN DJACENT PIERS P E D C O R ' DIRECTAPPLIED FINISH OV R LIQUIDAPPLIED � VAPOR BARRIER OVER 5/8" T. SHEATHING � �• ��i%�� ;R r C'J�G� C'/ 3 j� BRICK FACEOF PIER BEYO o DEVELOPMENT CO. � < � ; ___ _ _ _ __ __ ti , Project: 1 � � � ; �_.._. _ __ ___ ..__ _._ __. ..0 __ _. ._� .._,_ ..._ �.,.. _ �.,_ 1 � ; . ; ; � ' � � ' � � �� 0 I L�. � LIQUID APPLIED MOIST RE MEMBRANE, � ^' (V � TYP. � W M _,, 1 1/2" AIR SPACE, TYP. � � � BRICK VENEER � O & � �� i � � i � ; -�—� � � Z STRUCTURAL SHEATHIN ■ � ■ � � � � U � �- � � i .� � � � � PBEFJNISJ� METALLF,Q E CAP, DRIP AND /� \ � L .J � FLASHING W � �-�— PRECAST LINTEL, REF. S-SERIES DWGS. � O U `_�— TRIM 4C: INC�UDING EIFS, AND PLYWD rn ' CAP SUBSTRATE V � � O I � V , �%�— 5/8" EXT. SHEATHING OVER � 2X WD FRAMING � � DIRECTAPPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING. 2x4 CEILING FRAMING. EXT. SHEATHING TO BE � APPROVED BY FINISH MANUFACTURER. �i EIFS ARCH 1, SEE E5/A511 � KRAFT FACE, TYP. ' ' � 1 1/2" EIFS VENEER � Y 5/8" DRYWALL �� EIFS ARCH 1 BEYOND, SEE E5/A511 s � �--- ; BRICK PAVERS OVER � EIFS VENEER BEYOND ; H�� PRECAST PLANKS , COPYRIGHT & OWNERSHIP OF DOCUMENTS STOREFRONT ENTRY THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE - t - PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP LLC ALL ` � SYSTEM INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION COPPER FOUNDATION $ � � ANDDISTRIBUTIONTOOTHERPARTIESISNOTTOBECONSTRUEDAS PUBLICA710N IN DEROGATION OF COMMON LAW COPYRIGHT, - IMELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS. ALL FLASHING. F �` BRICK BASE BEYOND INFORMATIONCONTPJNEDHEREINCONSTITUTESTHEORIGINALAND j � i UNPUBLISHED WORK OF TFiE ARCHI7ECT, JAMES R STURMAN, AND 1 .�' PEDCOR DESIGN GROUP. LLG NO PARTOR NMOLE OF THIS DESIGN, 3 �% 7HESE DRAWINGS, OR THE RESULTING BUILDING OR BUIIDINGS, OR � ��^ � PORTIONS OF 7HE RESULTING BUILDING OR BUILqNGS MAY BE . ° DUPUCATEO,COPIED,EXHIBITED,PHOTOGRAPHED,PUBLISHED. MO�IFIED OR OTFiE.I'WISE DISTRIBUTED IN ANY WAV WITHOUT THE - �• SPECIFICAND PRIOR WRIT7EN CONSENT OF THE ARCHITECT, JAMES R. � S1i17ZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 """"°"`-'"' �' -"�""" .. . JAMES R. STURMAN PJA Carmel Indiana. � i � , �y� � � � � � � � . r to�� = Construction Documen� __ �� Bid Set � ____ ___. � _ _ � . � 1 FIRST FLOOR � ._ _._... ._..__ ...__ _. . , > Set Issue Date Sheet Issue Date ' D5 A504 05.15.2012 4 Drawn By Checked By �� ------ EJD, JLS, JAW, AJR JAW 3 1/2" CONG TOPPING OVER WATERPROOF MEMBRANE aSt @VISIOft ate: 2 1/2" EXTRUDED POLY- � / � ° �`:��//�`;�'//�`:��//�`'��/ STYRENE BOARD OVER 10" � � OLCAY WATERPROOFING PRECAST PLANKS y o CONT. TO BTM. OF FOOTING Construction Bid Set 02.20.13 �d P k 6 REINFORCED CONCRETE SLAB OVER 9" MIN. GRANULAR FILL , REFERENCE S-SERIES DWG & SOIL REPORT . -12'-3" I PARKING LEVEL I Parcel 9-54 Bi ac age ( Parking Garage and Ramp 02.20.13 D � � � o � ' � REINFORCED CONC. � WALL, REFERENCE I S-SERIES DRAWINGS. � � � I < � � o, � Project Number: ( ' ; p NASH BUILDING � ; __ __.._ ___. __ :� �_ _ _._ _ _ _ _ _ . _. _--. ____ _ ___ .__- _ _, heet i e: � � � � � �� WALL SECTIONS ,��/,�c ' � f i o (CONT) � .. � 6" SOCKED DRAINAGE Sheet Number: � � � � � �' TILE SURROUNDED BY A501 6" OF CLEAN GRANULAR FILL. SEE DETAIL. REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. � ` WALL SECTION 1 � � 1 SCALE:3/8" = 1'-0" .�.��._��._.�e��_�..d�n.._ �:. , .� ._�_.. � � _�e.. ��,....,t a.___ � _ _a, � _t�. �n_�.z_�.�. , _. _...�_rr. .__�_ SHEET 67 OF 139 � �" '' �'`` "':: ,.„ , � °;w ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ . ■. ■ ■. ... ��.� 1 ... � � �� II... PERSPECTIVE sers esign es op g onsepara e.p a, a e prin e: 1 � � __'—' WOOD ROOF TRUSSES, REF. S-SERIES DWGS. INSUL., SEE ATTIC PLAN� +��_� �� 4 B.O. TRUSS (1) LAYER 5/8° GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL � R21HD BATT INSUL. W / KRAFT FACE, TYP. W'OOD WINDOW HEADER, REF. S-SERIES DW'GS., TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER TB�G SU&FLOOR ON WOOD FLOOR TRUSSES. � +25'-1 " 3 THIRD FLOOR R-11 BATT INSUL., IYP. 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS � 12" oc PER / U.L. ASSEMBLY #L563.—� 5/8" DRYWALL � R21 HD BATT INSUL. W/ KRAFT FACE, TYP. WOOD WINDOW HEADER, REF. S-SERIES / DWGS., TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER T8G SUB- FLOOR ON WOOD FLOOR TRUSSES. +14' 2 SECOND FLOOR R-11 BATT INSULATION---_ 5/8" F.R. GYP. BD. TYPE 'C' ON RESILIENT CHANNELS @� 12" O.C. PER U.L. TEST #L563 � R25HD BATT INSUL. W / KRAFT FACE, TYP. 5/8" DRYWALL WOOD WINDOW �' HEADER, REF. S-SERIES DWGS., TYP. KRAFT FACE, TYP. — 5/8" DRYWALL DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS PREFINISHED METAL DRIP EDGE AND EIFS CAPPING. REFER TO EIFS DETAILS �� AND PROFILE SHEET FOR TYPICAL / � REQUIREMENTS. ` CORNICE 2: INCLUDES 2X WD FRAMING, PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ WOOD ROOF TRUSSES, TRIM/4x6 GUTTER REF. S-SERIES DWGS � � ( ' � INSUL., SEE ATTIC PLAI�� E2 � �� ' � a5o3 , +34'-1�� _ �_ .�. - _°e.- I 4 B.O. TRUSS � � (1) LAYER 5/8" GYP. TYPE C, AND RESILENT � � FURRING CHANNELS ON ♦� �� CORNICE 1: EIFS, INCLUDES EIFS DENTIL 1 gOTTOM OF TRUSSES. � ` � " � SEE UL DESIGN P522 � � ; #� S.H. WINDOW. 5/8" DRYWALL i GUARDRAILING ASSEMBLY 6, SEE A512. �� iz R21 HD BATT INSUL. W/ �� LIMESTONE SILL PANEL, PARTOF LIMESTONE �� ! WINDOW SURROUND 16, SEE E5/A511 KRAFT FACE, TYP. YORK THRU WALL FLASHING AND PREFIN. MTL. COUNTER FLASHING CONT. ACROSS 1 1/2" LT. WT. AGG. CONC. � ; €E � BALCONY. TOPPING ON KRAFT C5 �{ PREFINISH METAL LEDGE CAP AND PAPER OVER T&G SUB- A604 � , : FLASHING OVER ENTIRE BALCONY FLOOR ON WOOD FLOOR I � , �� ; ASSEMBLEY TRUSSES. � � � _ ; i! i B2 � � � ♦ A504 � +25'-1 �� _ ... TRIM 5: INCLUDING EIFS, AND PLYWDCAP 3 THIRD FLOOR SUBSTRATE _� � R-11 BATT INSUL., TYP.— , BALCONY FRAMING ATTACHEDTO `' I MASONRY, REF. S-SERIES DRAWINGS � RATED CEILING PER U.L. � � 4" CMU BEHIND BALCONYASSEM. ASSEMBLY#L516, SEE DIRECTAPPLIED FINISH SYSTEM SOFFIT SHT. A401 `� EIFS WINDOW HEAD 1 OVER MASONRY VENEER. 5/8" DRYWALL DO NOT CONCEAL WEEPS. SEE F1/A511 R' SELF SUPPORTING LIMESTONE HEAD, PART OF R21 HD BATT INSUL. W/ �� LIMESTONE WINDOW SURROUND 1, SEE E5/A511 KRAFT FACE, TYP. ' � � ` YORK HEAD FLASHING. i f ! � � � �� S.H. WINDOW. C4 E� �r GUARDRAILING ASSEMBLY 6, SEE A512. A604 ; ; LIMESTONE SILL PANELPARTOF LIMESTONE WINDOW SURROUND 1, SEE E5/A511 i;; YORK THRU WALL FLASHING AND PREFIN. 1 1/2" LT. VVf. AGG. CONC. ; i;; , MTL COUNTER FLASHING CONT. ACROSS TOPPING ON KRAFT ; BALCONY. PAPER OVER T&G SUB- � 't �- '� PREFINISH METAL LEDGE CAP AND FLOOR ON WOOD FLOOR � FLASHING OVER ENTIRE BALCONY TRUSSES. .. k�� k R� ;! t B� � � � `' '� f� ° � ASSEMBLEY 504 �`�� ♦ �� TRIM 4B: INCLUDING EIFS, AND PLYWD t� L�' � cH�suas��a,-�t 2 SECOND FLOOR ' BALCONY FRAMING ATTACHEDTO R-11 BATT INSULATION— � MASONRY, REF. S-SERIES DRAWINGS 4" CMU BEHIND BALCONYASSEM. � LIQUID APPLIED MOISTURE MEMBRANE � � DIRECTAPPLIED FINISH SYSTEM SOFFIT RATED CEILING PER U.L. I 1-1/2" AIR SPACE. ASSEMBLY#L516, REF. BRICK VENEER C5/A501 & E5/A501 � YORK THRU WALL FLASHING. STUD WALL W/ 5/8" EXT. 61 SHEATHING PER S- A604 LOOSE LAID STEEL LINTEL, PAINTED. SERIES DWGS., TYP. R25HD BATT INSUL. W / �� 1 FIRST FLOOR 3 1/2" CONC. TOPPING OVER 2 1/2" EXTRUDED POLY-STYRENE BOARD OVER 10" PRECAST PLANK; 6" REINFORCED CONCRETE SLAB OVER 9" MIN. GRANULAR FILL , REFERENCE S- SERIES DWG 8� SOIL REPORT. -12'-3" -1 PARKING LEVEL DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S-SERIES DRAWINGS � PREFINISHED METAL DRIP EDGE � � � � � ` � / � ORNICE 2: INCLUDES 2X WD � FRAMING, PLYWD, SOFFIT, VENTS, WOOD ROOF TRUSSES, � �I PREFIN MTL CAP/TRIM/4x6 GUTTER REF. S-SERIES DWGS. � I INSUL., SEE A IC PLAN � +34'-1 " E2 _._ ._..._. _ _ _ -- - -- --- � A5o3 4 B.O. TRUSS = I (1) LAYER 5/ " GYP. TYPE� ( N I C, AND RESILENT FURRING CHANNELS ON ( � BOTTOM OF TRUSSES. ORNICE 1: EIFS ' SEE UL DESIGN P522 ` \.� ��+� ♦ . 5/8" DRYWALL t R21 HD BATT INSUL. W/ KRAFT FACE, TYP. GUARDRAILING ASSEMBLY 6 WOOD WINDOW HEADER, REF. S-SERIES BEYOND, SEE A512. DWGS., TYP. � 1 1/2" LT. WT. AGG. CONC. _.�� , TOPPING ON KRAFT PAPER OVER T&G SUB- ' i' FLOOR ON WOOD FLOOR ;� .�: �� , ;'€; ; TRUSSES. f' ! €I ; � : � +25'-1 �� _ .�-�.-, _ _._... ..,.,. _._ _ ... _,.. _.__. , 3 THIRD FLOOR �`� R-11 BATT mm�� INSUL., TYP. 5/8" FIRE RL ISTANT GYP. BD. ON RESILIENT CHANNELS @ 12" oc PER U.L. ASSEMBLY#L563. 5/8" DRYWALL R21 HD BATT INSUL. W/ KRAFT FACE, TYP. '�F �' M WOOD WINDOW HEADER, REF. S-SERIES DWGS., TYP. GUARDRAILING ASSEMBLY 6 BEYOND, SEE A512. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT � j` PAPER OVER T&G SUB- B5 FLOOR ON WOOD FLOO 604 � TRUSSES. I �� , r , ; i � � +14' ..___._._ _: ... 2 SECOND FLOOR LIQUIDAPPLIED MOISTURE MEMBRANE, TYP. R-11 BATT INSULATIO - RATED CEILING PER .L. ASSEMBLY #L529. STUD WALL W/ 5/8" EXT. SHEATHING PER S- SERIES DWGS., TYP.— R25HD BATT INSUL. W / KRAFT FACE, TYP. 5/8" DRYWALL ___ 1 __ i �_ -- � �:, �{�' � ri ,,'�� '.� � u �.�. � ,��,�__.�m.� �� _� � , �--� � � �'�'� ��; �._, ��..E� ��.f�x� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: _; � ��1W�HiuWU�q�i�ii�ii \��.��```S�. STt1TZ''�.�i,. ��`�� F.�'�5 T f Rc�' �9,/°: � Q � � 2� � ; � = - 00033126 = % STATE OF � , _a ,.. , , _ .__._ .. ,. ..e._ .._._ . �.. _.___ _ �. ..'_ _ '..., ; � _'..ieqllq � � DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. --�....�-� f ROOF SHEATHING, REFERENCE S-SERI�S DRAWINGS By. � PREFINISHED METAL DRIP EDGE AND i � � EIFS CAPPING. REFER TO EIFS DETAILSi AND PROFILE SHEET FOR TYPICAL � � _ � � � REQUIREMENTS. � _ � : � CORNICE 2: INCLUDES 2X WD FRAMING, � � PLYWD, SOFFIT, VENTS, PREFIN MTL CAP/ j � � TRIM/4x6 GUTTER � € � � � 11 1 � � � '" � , ..,.____ t_ �_ _. ___ ,� � � KEY PLAN N ' BLDG D SCALE: NTS CORNICE 1: EIFS / Developer: E� P E D C O R A503 S.H. WINDOW. 1 64 � B4 = V , ��%�� DEVELOPMENT CO. LIMESTONE WINDOW SILL, SEE F3/A511:' Project: � � � �J � YORK HEAD FLASHING. � O � LOOSE LAID STEEL LINTEL, PAINTED. � N � � M V � .� 0 S.H. WINDOW. � A\ � � W LIMESTONE WINDOW SILL, SEE F3/A511; �i � � 7 ■� �� L U`� = � � � � ■ � � � � � � � L LIQUID APPLIED MOISTURE MEMBRANE, � O � nP. � U 1-1/2" AIR SPACE. BRICK VENEER � O BRICK AND LIMESTONE JACK ARCH 3 � M� BEYOND, SEE D1/A511 � w YORK HEAD FLASHING. LOOSE LAID STEEL LINTEL, PAINTED. ; S.H. WINDOW. ii �'% � -- ►� •i �.1- •- - : • -. .• ,►i � . - .. ... . - . . . - .. ►� i .- . . • : .- .� . •- �• �i�i � .-� . . .� �i ii .. � . . - . .: . �� : . -. � . .� . .- . ►� ►� - •-•• - •-•• • � �. . .' . • .� . .• . . � �i ri • . . . - . - . ► � . � : .• • .•�... �. � !►� '/. �• � �•�• � •- � � I �� ii _ L -•- • • � � . ii ; . � . � . - . .• . '. -�. : - '. �►iO �//. �� .. . .- . - . ` . � �i�i � i ' • • � : ' , .. .. �►.�_�� ♦�.i . • . .-. � . �i Il��ii. � . . � • ►-�-r� �-�- ,�►i�� o •- . ' • • � C I.!.�•?i �i �� - ��.�.�. i p►��y, z �I�i�i�i i� 1 ►�i�i� � �� ii • � �� -- ... __ 1 ��.�.� i� __ ��:�:�: .i � ' • 1 1 � 1 i.. 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J'4 ��5. ySrro +�� , 44'��4 ♦s.i , ```` ```` ``` �r � f�t�`MS,r4a�fy �.�.r�.�� .n�.._.... s. � w s t i ��'�""'�!+��+ ��+ � � � � •. - � � s � ► f • ♦ � � 5 �� ww'i2+.#� ' i ` �; ��' ��r I . _" . • ir +`�i �ta �i:*w��aa`w� �l�+l� 4�`:f%. ��.,�,i.�. :f�di ��t� •��j,? • '-•�`;�a �'` � •� . ; : � �a� '..r�'."w� .2�.�,. � � _.s � •.' ► . y . r a s ♦ � `�<'!i.��-v:�.�:uE; ` .i' M��'�"v.,�L'S�:'�.i' �� ♦ � � � ':�%'.`,•`•`�::'. ► .�'y: 0.`• i"4 _ • • � � .. _. � ' • � � � � .,. ��:�; � � � - - C • • :�::::,:`-`,.".�;:�:.,.�:.:,.:.-�a.'� �.`.i; `_.:•,:.`•:�..".., - • � � � ' . r .� � •- .'.:r,.7:;:. .'..:,:�.' � CLEAN GRANULAR FILL. ��; ►501 TRENCH DRAIN SEE CIVIL DWGS SEE DETAILS A2/A501 & C1/A95. � ' REINFORCED CONCRETE FOOTING, REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS— REFERENCE S-SERIES DRAWINGS. 3/4" CONDUIT UP THROUGH PEDESTAL TO SENSOR WALL SECTION ( SCALE:3/8" = 1'-0" \ -- _... _......, m... m_ . _._. _. � .,_ _.,_ � _.. . __ _ _. -, _� __ . ,___._ _ _ _.._ . _._ . ............ . _ _ _...... ....._ ._ _ -.... .__ . __. � WALL SECTION SCALE:3/8" = 1'-0" __ ................. . I CLEAN GRANULAR FILL. SEE DETAILS A2/A501 & C1/A95. REINFORCED CONCRETE FOOTING, REFERENCE S-SERIES DRAWINGS. � WALL SECTION 1� 1 SCALE:3/8" = 1'-0" _ ..,�...�__.____ _.___ ___� �.,. � _____�..��..., _��_.�..,__�....__,_ _ HEET68 . � _ - OF 139 0 � ae .pa, aeprine : _ _ __� �:,_.._. � ..�___ _, �.. �,.. � ..,,..._.. .._ _.__a_ ... - _ . _ . . „ � .,.... ..t. �_ . . _ _�. WOOD ROOF TRUSSES, REF. S-SERIES DWGS.— INSUL., SEE ATTIC PLAN-� +34'-1 " 4 B.O. TRUSS (1) LAYER 5/8" GYP. TYPE C, AND RESILENT FURRING CHANNELS ON BOTTOM OF TRUSSES. SEE UL DESIGN P522 5/8" DRYWALL R14 BATT. RIGID INSUL. IN 2X FURRING WALL, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER 23/32" T&G SUB-FLOOR ON WOOD FLOOR TRUSSES. +25'-1" 3 THIRD FLOOR R-11 BATT INSUL., TYP.— 5/8" FIRE RESISTANT GYP. BD. ON RESILIENT CHANNELS @ 12" oc PER U.L. ASSEMBLY#L563. 5/8" DRYWALL R14 BATT. INSUL. IN 2X FURRING WALL, TYP. 1 1/2" LT. WT. AGG. CONC. TOPPING ON KRAFT PAPER OVER 23/32" T&G SUB-FLOOR ON WOOD FLOOR TRUSSES. +14' 2 SECOND FLOOR R-11 BATT INSULATION � 5/8" F.R. GYP. BD. TYPE— WOOD CEILING FRAMING PER U.L. TEST #L529 R14 BATT INSUL. W / KRAFT FACE, TYP. 5/8" DRYWALL REFERENCE S-SERIES DRAWINGS FOR SLAB TO CMU WALL INTERFACE. ANY EXPOSED CONCRETE WALL SURFACE AT THE STAIR SIDE IS TO BE RUBBED. DIMENSIONAL FIBERGLASS ROOF SHINGLES ON 15 # FELT. ROOF SHEATHING, REFERENCE S- SERIES DRAWINGS PREFINISHED — — — — METAL DRIP � ♦ EDGE � � I CORNICE 2: INCLUDES 2X WD FRAMING, ( PLYWD, SOFFIT, � VENTS, PREFIN MTL ( I CAPIfRIM/4x6 GUTTER , , , � _,_ � .._� _ .�_..__ ._.,�__ v.., _ _ .__... __ _ � I ICORNICE 1: EIFS N � � . NER 258, E2 � — — � �' � SYSTEM 'G' A503 IM. � CEILING � CMU BOND BEAM OR PRECAST LINTEL, REF. S- SERIES DWGS. D5 D3 A604 _ _ _L _ __ �� ,� �,,, ; '�� ______�__ �:�� — 1 � -°� CMU BOND BEAM OR � PRECAST LINTEL, REF. S- 1 SERIES DWGS. � 8" CMU STAIR SHAFT ASSEMBLY, SEE A402 a = META� STAIR AND RAILING i ASSEMBLY -___ ._ . _ _. .__. ._ .. �..{4� � ; LIQUID APPLIED : �; —� ��-- � � � � `� MOISTURE BARRIER OVER _ __ x ,-'� i __.._.. _ ...._... _.... � �� s �� 8„ CMU SHAFT, TYP. �•, � ';' . 2 1/4" AIR SPACE, TYP. ;i �xa`'r. �, , `� � �F , ' BRICK VENEER � BRICK BASE OVER 10" CMU ? ;�'_. 3 � - ;� .� ' YORK THRU-WALL FLASHING, AND `� � / `;�: � � COPPER FOUNDATION FLASHING. ��. ; J ., , ; i ��.; _......_ ____ . __—...._.wa.�_ — � . _ _, �W ,� � �� ; ��y�� •�',, I ��j. .... � � '' �i.60a � ! . . ..,.,.�. ... ._,. . -.. . • • - :, „ , , .... �.! °°.� �� %r/%��%/%��%//_� •----------- i �. , , T _ .,'��; , .: �� ' ' �3 •� •- • 3 1/2" CONC. TOPPING OVER 2 1/2" EXTRUDED POLY- STYRENE BOARD OVER 10" PRECAST PLANKS � 6" REINFORCED CONCRETE SLAB OVER 9" MIN. GRANULAR FILL , REFERENCE S-SERIES DWG & SOIL REPORT . — -12'-3" -1 PARKING LEVEL __ .. ..._. . ......__ . . . . ........ . . .. . . .. ...... _ . . _. _... . _. _.. , ..._._ ._. � : m�_ � _ _ _ . ..... . . - —..... .- --- .... __ ---.. �: � � - . i` . . •�,� ��'�* i i� ' •t~ � � k�>�:... ` _ >i i ��-� � � , : . � ;;�� • ' � ' � ��e,:� � ' � • • m I'� • : • • • • .� ' 1 � I �*�e�.. �� ````` ``````� ``````� �i' '�'s , '��:.� � �� :�:•;��*�� ♦ ♦ � =�•;,sa,�,;;� �� ..� ,..�;,�� ♦ ♦ ♦ . I �,s�� :--�• �� ::w:� • - � • I�11��#` � . s.;l,a .. � , ��s - � �� . I�� . . .�„�� ,��ri`='►i � � � `�� `�� `�� . ' I f+i��`�� ` ;i *�;'��'?� �� ;; . � � ��`'```�� ```�� ```�� '' � �`�'�; ♦ ♦ ♦ � i I �ti=.�i • �•�i�,. • � �-. . I;.�,,,`w:; { - • � � . • ..�;�,: '. - , ,�, . I��„— ` • � � � � � . •��: . � . C1/A95 (TYP.-12 DRAINAGE . . DTL.) ��y ��y • • '. � � Y��.c'�.\Y�� . . . � ,� � p . �. _ p REINFORCED CONCRETE FOOTING, REFERENCE S- SERIES DRAWINGS. � , N rth Str 15 SCALE:3/8" _ � � — , ----— -- ` -. I � -� � ti •�� . ,.�.�,t�" ' ir. �__� ._.._ � �� '� r � ` S ., �'�a ,�� i�� _� �.6 `i'; �:i � i z:a: PEDCOR DESIGN GROUP LLC , Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705J980 (fax) Architect: �� u� n u w w i u u N i i i ii�,, \`��,00°S4.STUT? %.,,,�� : C��C' �,G�STERFO y.L : ; �� ' - - 00033126 = � STATE OF � �%��i,// q �NDIANP' ` ``�`� � �� utt� By: � � � , � I �v KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R V • V�%�ir��' � ; DEVELOPMENT CO. ; ____ __ _ - _ _ - __ _ _ _ _ Project: � � � . �+ � � � � � N � � M V � ._ o :# � � � � �� z ■� .� �R — v � �� = � � � ■ � � � � � � � � M O � W U � � O � V , U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTV OF THE ARCFNTECTAND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINEDHEREIN IS CONFI�EN7IAL ITS SUBMISSION AND DISTRIBUTION TO OTFIER PARTIES IS NOT TO BE CONSTRUEDAS PUBIICATION IN DEROGATION OF COMMON UlW COPYRIGHT, - INTELLECTUAL PROPERT/ RIGHTS OR 07HER RESERVED RIGHTS ALL INFORMA710N CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHI7ECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF THIS DESIGN. THESE IXtAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR POR710NS OF THE RESULTING BUIIDING OR BUILpNGS MAV BE DUPLICATED, COPIED. EXHIBI7ED, PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHERMSE DISTRIBUTED IN ANY WAV WI7HOUT THE SPECIFIC AND PRIOR WRITTEN CANSENT OF THE ARCHITECT, JAMES R STUTZMANANOPEDCORDESIGNGROUP, LLC. m COPYRIGHT2013 JAMES R. STURMAN PJA Carmel India:w. Bld Set Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked B EJD,JLS,JAW,AJR JAW as evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: _ WALL SECTIONS >, (CONT) Sheet Number: � � t � � SHEET 69 OF 139 i �.I � 0 402 ' �'�\4�� I I ERRACE� � I 3rd Flr West Stair Plan � 1 SCALE: 1/4" = 1'-0" Stair Section F3 SCALE: 1/4" = 1'-0" Y , 2nd Flr West Stair Plan E1 SCALE: 1/4" = 1'-0" Stair Section C� r crel F• 1/d" - 1'-ii" 1 . 1st Flr West Stair Plan D1 SCALE: 1/4" = 1'-0" Stair Section SCALE� 1/4" = 1'-0" i 0 �� D n �. � '� � D Park Lvl West Stair Plan C1 SCALE: 1/4" = 1'-0" 1 1 iY' O.D. x 13 GA �P,NDING WORK LINE (NOSE OF TREAD) STEEL TUBE RAILS 5!S" DIA. STEEL � 312" PROJECTION BAR PICKETS� \ 1 �6 J� �� io io 2" 3 3/4" MAXIMUM � / � ,��. CROSSOVER RAILS (2 PfECES) SHIPPED LOOSE FOR FIELD WELDING (FIELD TRIMMING MAY BE RE�UIRED) TS11/2x11/2x11GA / STEELTUBE POSTS 1 1/2" DIA. FLAT STEEL END CAPS 11 GA STEEL SHEET FLIGHT CLOSURE SHIPPED LOOSE FOR FIELD WELDING BETWEEN ENDS OF FIIGHTS rs�"�'�.' w f- o �y z 0 � uWi m � �� HEADER CHANNEL /~--STEEL PLATE STRINGER RAI L DETAI L �j 2 SCALE: 3/4" = 1'-0" Stair Section - �j 3 SCALE: 1/4" = 1'-0" � � FLOOR LANDING WORK LINE I , .,� .... LANDING DETAIL B1 SCALE: 1" = 1'-0" NCLUDING THICKNESS IDE OF STAIR SHAFT TISTEEL N +(SEE PLAN) � CV � � 0 , � � ^�� ,-�, ''r�" l+P iai� � - � ��+� .,�..,, �..�n� �� ; F i� � s�. .�.� � � � 2�. i a � [ t" i'� i ;. '� �i� i:. .i� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \ \\�, o � `Q ° " � . S T l l T Z "' � , � � /' / , .` �C'S �5T f � '� ��' RFO 9Z � �- 00033126 STATE OF � � � � � �� - �� .. .. �� KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �• V ��?%'��/�/�" � DEVELOPMENT CO. Project: � � � � � � O � � N � � M U � ._ o � �� , '�"� � � Z . �■ . � � .� V � �= � ._ � � _ � � �� m �U Cn s"' O � � DO � COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERN OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFlDENTIAL ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICA710N IN DEROCATION OF COMMON LAW COPYRIGH7. IN7ELLECTUAL PROPERN RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHI7ECT. JAMES R. STURMAN, AND PEDCOR DESIGN GROUP. LLC NO PARTOR WHOLE OF THIS DESIGN, 7HESE DRAW�NGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF TFIE RESUL7ING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, E7(HIBITEO, PHOTOGRAPHED. PUBLISHED. MODIFIED OR OTFiER1MSE DISTRIBIITED IN ANY WAV WI7HOUT THE SPECIFICAND PPoOR NRI7TEN CONSENT OF THE ARCHITECT. JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLC. m COPYRIGHT 2012 ,14MES R. SNTZMAN AIA Carmel InOiana. Bld $et Construction Documen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR �AW ast evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: WEST STAIR PLANS & SECTIONS Sheet Number: t L , SHEET 70 OF 139 0 0 C3 D3 F3 E3 403 403 403 403 3rd Flr North Stair Plan F 1 SCALE: 1/4" = 1'-0" Stair Section F3 SCALE: 1/4" = 1'-0" � C3 D3 F3 E3 403 403 403 403 2nd Flr North Stair Plan E 1 SCALE: 1/4" = 1'-0" •� Stair Section � . ) SCAI F• 1/d�� _ ��_n° 1st Flr North Stair Plan D 1 SCALE: 1/4" = 1'-0" Stair Section croi F- �id�, _ ��_n�� C3 I I Park Lvl North Stair Plan (/ 1 SCALE: 1/4" = 1'-0" 1 Stair Section = 1'-0„ __. —... _. � � _ __—_ l� � � � � � � � � STAI R SECTION B 2 SCALE: 3/8" = 1'-0" 2 A305 � ; �r N 1)��• � � ��PfT�-�r .� ��.�1 �� ^ ��k ��-� � � �, : s ;" � i `� i i. ;� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmei, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: �o.o��°' ST UT�"%.,,,� `�\\` �S � \5 T f � �� RFO 92 � � 00033126 STATE OF C.__.� � � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C 4 R �' �en�z � DEVELOPMENT CO. __ _ __ ____ __ __ __ ____ ___ _ _ _ Project: � � � �� O � � Q � N v �M ._ o � �� -�—' � � z ._ ._ c� — V � �= _ �, '— � — � � 4) � � m o V � � o C� � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL INFORMATIONCOMAINEDHEREINISCANFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PAR7iES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGHT INTELLECTUAL PROPERtt RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTPJNED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STURMAN, AND PEDCOR DESIGN GROUP. LLC. NO PARTOR NMOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESUL7ING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESUITING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED. PMOTOGRAPHED, PUBLISF�D. MODIFIED OR OTHER�MSE DISTRIBU7ED IN ANV WAV WIlHOUT THE SPECIFlCAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2012 ,14MES R. S7URMAN AIA Cartnel Indiana. Bld S2t construction Documen� Set Issue Date Sheet Issue Da 05.15.2072 Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision ate: • Construction Bid Set 0220.13 • Parcel 9-54 Bid Package Parking Garage and Ramp 0220.13 Project Number: NASH BUILDING Sheet Title: NORTH STAIR PLANS & SECTIONS Sheet Number: �L �� SHEET 71 OF 139 E2 4 � 1� .. .. ..- � I . r--� r— ----� r � �� . ■ � �� r. PCT1 " C2 C2 ' S06 4�' � a� ' 9'-7/8" C4 � PCT1 ELEV. LOBBY 118 . � � � � � •• % � 19 , PCT� 25 PCT1 O WM1 VU6 ,2„ � I, 6'-10 3/8" 1/2' ; � �Cr� M � OFFICE � � 123 �� A n�° +� ��;� ' 11■■ � � ■'�-'�;" �- � � � ��i� � � m o .� � Q � �I � � � _ �� ,�%I� � � !��.�!— - :�► ��►-�� -��.�-� �� , ��1 �:: - ..�� , , ':� �a� y, � � . �� • � , ;�:'•,�� . , . �� ' ►��"JI►��1�..IL�►l9l■ � , �'��?i�� f1 - i� •��1t� � � �N�� .� �.�.�.�D:►.�*Q+�� :►•��::�i�ti�� •%•��i ' � , � �� P�!i!i!i!i!i!a�!i!i!i� :0.�!i!i�!i!i"i:i �� ;i � �j I � i�i'i� ��+ � :: i � �i • m �� ►�i �� -� t�1 ►�� :�: � ��. ' �s1r � ►�s r.♦ � � � � ' � 1 • �� —� �� ' � � `•' �' � � �I�>:•:: !+ ■�•��.; �at•� -�,�� O*�'� ; �i �� ^ . � � ' II I:��:� � ■�� J:: �� ('� „i. iD� .;�.; ,.�..�� • � .� � � -- ��'i �A � _ _ ;.:.�. — �. �� -- — ��_ __ - --- � �� , , m � � �+��'►��+�r�� !:�� `�..-:s� �:�.�-�a- .:�,��:�.��}'' (�F �� ' � � � � . ' � - : �� ■ � � ---- �-------- --� - � -- --- ---- -- - - � _ — -- - - � 1 (BrL25) —� r � fV � - '�•-- — — — . — . ..�.� . ..— 3 1/2" 5'-1 3/4" 5 1/2" I � SEI�VICE CORR. � � 116 � � � ___�____ ___ �----�--�--_-_._ _ � � —.—.—.—.I—.—.—.—.—.—.—.—.— i i � � � I I I I I I I I I I i i — —�— —�— — — —�— —�— — � � � ( � � � � � � ( � � � i i i � � � x � � PCTi :- �� I � � 7 � 3"- 3 " �` 5`� / `�. ,� �,. ' 6 ,� �, , �� 3 - /8 �. 1!2 - 5'-2 7/8" 3 1 /2" �>>. ,�� , � �� . ; . , � , �. . F 3 + � "*f 1 � yC � "'� 1 / � \ � '�rv. / .. � �\. / , \ J�\ � Y� h I � �c k`` �':.� � �. , E5 � -� `a � �, ` � � ` PCT1 � ; ,, .,� �� , � � 415 ,� �� ' • � - : °�, ; ti. � �*, ;. ,� �'� =e � �a�o c-r� �,�� ;�� ° �; �%° . 'F�� '� ; ��' 0�9� SERVICE COR � 1 � ` ; ��'��=� ,�� f.� , � �' �' io � /�� ; ,�%'' �� ;.- � ,i'., ,.,�, ,� �, 124 � � .� i ;�.. ,. ,� j�%... . � ` "' ' Q . 13 P�T1 ' � � �� _. _. _ . . _ _._ _._ _.-.-._-- -.- �- -_ _ _ _ _______-;-- � U � U i � ao ■ oo ^ � r F1 � � I 415 — —�— — — — — �.— — _. —.—.—._.—.—.—._.—._.—.—I— -- • �� . I � 5 1/2" 6'-10 3/8" 1/2" � . ;. � � . ;. I I . � ' I I C4 I • • I I W6gl BI I • • � I I • = i _ . � i o� — . _ . — . — _ N _ . — . � . — . _ . — — . — . — . — . — . _ . _ . — . — . — . _ . — . _ I — " O ' I � � CV M I C4 � . 1' 1' ■ I � � . � N a: PCT1 • I � � � . . 21 � � � C5 � _ • PCT1 415 PCT1 � 0 M� I rn � � �g � � � � = WM1 � . � 25 � � � i - • i. i � 117B � � W6Di • � r� W6Di w I M 29 4 �o i 5 _ ___ ____ _ _ �-�.. .. _ FIRST LEVEL LOBBY PLAN F1 SCALE: 3/8" = 1'-0" irae .pa, aeprine : � ::, U � I ■■ •• .� � 14 ` . .� . 12 `h . � 18 � . . � D5 � 405 14 D4 ; 405 E2 405 � V4C I 8 � . MEP/JAN. –�–� � �– – �1.�._._. ._. — . . � U � ' .. . . . � � MEP/JAN. RM. '_ � SCALE• 31R�� _ ��_n�� . BIKE RACKS M �o � � � ��.�.—. ( C2 -1/4" F2 404 9'-7 1 /4" ELEV. _..._�__._ O� �A�� ,� � , � : � �.��.1 E : ; ; E2 ' ' �`� € I f � ; � $ 404 ; j ; x j i: ; � ; ________.__._.,....,. f ; �]� A A A/O�1 � A1 (�11 .� �.�E/�11 I I � � � � C2 � — —'—�'— —"�'— —'i—'— — � `.7 . .—._._.—. � .� F3 � 415 } C �� ELEV. LUE�BY ��C�t�� C3t 13 �2 ENLARGED PLAN NOTES� 1O. LADDER BY ELEVATOR SUPPUER. 11 ENVAC WASTE REMOVAL CHUTE, BRACKETS TO BE 19 RECESSED HEATER, REF. MECH. DWGS. INSTALLED ONLY 2O. INSTALL ELEVATOR DOOR ROUGH OPENING. �0 KNOX BOX. 12 JANITOR'S SINK. 24"X36". 3O. ELEVATOR STATION CONTROLS. �1 ENUNCIATOR PANEL. 4O. METAL LOUVER WITH FI R E D A M P E R. R E F. M E C H. D W G S. 13 N S T A L L E DS N W A L L A T H I S L O C A T I O N W I T H T O P OB C A B I N E T � B I K E R A C K. AT 54" AFF. PAINT TO MATCH ADJACENT WALL SURFACE FIRE 5O. COLUMN COVER SEE SHEET A100. EXTINGUISHER CABINET TO MATCH BUILDING STANDARD, � STANDARD DOUBLE TIER LOCKERS WITH RECESSED UNLESS NOTED OTHERWISE. LATCH. 6O. BOLLARD, SEE SHEETA100. O 14 FRP BOARD, SEE ELEVATIONS ON SHT. A406. 204. ADA LAMINATED WD. BENCH AND STL. PEDESTAL LEGS. 7O. RECESSED DOOR ACCESS READER. REFERENCE E- SERIES DRAWINGS. 15 STAINLESS STL. CORNER GUARD. 25. WALK-OFF MAT. 8O. WOOD SHELVING, REFERENCE ELEVATIONS ON SHT. A406 16 3/4" PLYWOOD BACKER FOR I.T., SEE ELECTRICAL 26. REF. DETAIL E2/A110 FOR DIMENSIONAL CLARITY. DRAWINGS FOR SIZE AND LOCATION. 9O. STOREFRONT OVER CMU BASE. 27. ALIGN FINISHED FACES. 17 SEE SHT. A103 FOR DOOR AND CEILING ACCESS PANEL 10 RECESSED MAILBOXES. SEE ENLARGED PLAN & C2/A506 LOCATION ON THIRD FLOOR. . ALTERNATE N0.1: MONON TRAIL TOILET ROOM AND SHOWER ELEVATION FOR LAYOUT OF WALLAND MAIL UNITS. ROOM IS AN ADD ALTERNATE. THE CMU WALLAND DOOR D013 18 HOT WATER HEATER (RE�. PLUMBING DRAWINGS) WITH ARE NOT PART OF THE ALTERNATE, BUT BASE BID. PLUMBING, ' 13'-1/8" O -' -----" " --- ---' �� '� --- ELECTRICAL ROUGH-IN AND MECHANICAL EQUIPMENTARE REQUIRED IN THE BASE BID AS WELL. INTERIOR WALLS, W4 i , FINISHES, PLUMBING, AND ELECTRICAL FIXTURES ARE PART Q . OF THE ALTERNATE. � I 2�J. CLAY BRICK PAVERS OVER PRECAST AND TOPPING FLOOR . . . - — . — - . - — . . . . O SYSTEM. . � 30. W4A WALL IN LIEU OF THE EAST FUTURE 8" WALL ATTHE � W4 � ENVAC SHAFT. INSTALL A 2 HOUR FLOOR IN THE SHAFT AT THE ,�� 5'-4 /4" 6 5/8 . °D 1ST, 2ND, AND 3RD FLOORS, PER U.L. DESIGN L511, ' ANCHORED ALONG THE PERIMETER TO THE CMU SHAFT W/ 3" �� E3 �Ue� M EXPANSION ANCHORS 2'-0" O.C. , 12 405 2'-1/4" 2'-3/4" �1 � � �_ �2" _ i _ 1'_1 1 /R" i _ 1'_1 " . _ (8�� E4 --__ 405 19 ,..� � � D2 4�� ' � c�o � � � MEP/IT HOLE 219 & 319 16 N OPTION 1-(BC5-300) • � OPTION 2-(65-4X4) 30 _ — . � � NVA� � W4A / � INLET DOOR 22� � 32O \ OPTION 1-(C-300) � ' OPTION 2-(C-4X4) 11'-1 /8" 3 1 /2" 5'-3 1 /4" _ _ _ . _ . _ • 5,_2�� ` � � . i� W4B � / . � � 17 \ — — � W4B' D220 � . .._..� .�.. � . � . . � . . . . . �....�.� .�. �...� ��.� � D32� m cfd _ 15 15 I CORR. F3 � F4 217&317 415 � C3 415 i � 26 I � — —�'— —•—i'— —•—_'— —.-_.— ' — —�—•— — — —'—'�'— —'�'— —'�•— —'� — — � SECOND/THIRD LEVEL LOBBY PLAN D 1 SCALE. 3/8 - 1-0 � _ — —•—i'��T'— —•t'— — PARKI NG LEVEL LOBBY PLAN D3 SCALE: 3/8" = 1'-0" � �� i �` T._ a�� i �� '� �� : C. js`, i`s' � t T*. a<.: i� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ��oo�'Fi, ST UT?'%.,,, S '� `�� G�STERFO y� � � 00033126 STATE OF � � a � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R V • V�%�%� � DEVELOPMENT CO. Project: � � � �� O � � N � � M U � ._ o � � � � � � '�"� � � Z ■� .� � V � �= - �, ._ - � � � � � � �o/'�U VJ � o C� � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INfORMATIONCONIPJNEDHEREINISCONFlDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT IMELLECTUAL PROPERiY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTI7UTE5 THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP. LLC. NO PARTOR WFIOLE OF THIS DESIGN, iHESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS OR POR710NS OF THE RESULiING BUILDING OR BUILDINGS MAY BE WPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED. PUBLISHED, MODIFIED OR OTHER�MSE DISTRIBUTED IN ANY WAY WITI-IOUT THE SPECIFICAND PRIOR WRITiEN CONSENT OF THEARCFNTECT, JAMES R SNTZMAN AND PEDCOR DESIGN GROUP, LLC O COPYPoGHT 2012 JAMES R. STURMAN AIA Carmel Intliana. Bld $et construction Documents — Set Issue Date Sheet Issue Date 05.1$.2012 Drawn By Checked By EJD, JLS, JAW, A1R JAW ast evision ate: • Construction Bid Set 02.20.13 • Parcel9-54 Bid Package Parking Garage and Ramp 02.20.13 • � Project Number: NASH BUILDING Sheet Title: ELEVATOR AND ENVAC CORE PLANS Sheet Number: �L � � EET 72 OF 139 RATED FIRE SEAL AT HEAD OF WALL +43'-1" 5 ROOF ASME A17.1 RULE 2.1.4 NOTE: VENT HOISTWAYAS REQUIRED, REFERENCE MECHANICAL DRAWINGS. �T STEEL HOISTWAY BEAM. REFERENCE STRUCTURAL DOCUMENTS. o - � � x c� +34'-1 " w 4 B.O. TRUSS � ' ` Q W J � �� z � � L � 8" CMU REINFORCED M � SHAFT WALLS, � REFERENCE STRUCTURAL DOUCUMENTS. +25'-1" 3 THIRD FLOOR MASONRY CONCRETE LINTELATTHE HEAD INSTALL ROUGH OPENING AND AT FINISH ROUGH OPENING. REFERENCE STRUCTURAL I DRAWINGS. � F2 +14 aso 2 SECOND FLOOR � t�� 1 FIRST FLOOR WATER REPELLANT ADDED TO CONCRETE SURFACES �I � I - �� i _ _ � -- ---- �r�� I H I W Y U Q � m � w Q ~ W � z � I w Q w � � � ' � � i Z � �� F2 I A501 w? Z� � ♦ C CONCRETE BOND BEAM AT SILL. REFERENCE STRUCTURAL DRAWINGS. T/TOPPING 0 00'; $38,7�' �T/PRECAST PLANK� -0.50': 838.25' , _ T/BEAM -1.33'� 837.42' , WATERSTOP-RX AT ALL COLD JOINTS (MIN 3" COVERAGE) ' _ __ _ _ F3 � ' 11A501 T/SLAB -11.92'� 826.83' , . -12 -3 �._ -- __ _,_._ .._ _ _ � �z . � -1 PARKING LEVEL • : . - _ -_ - ..__ _._, �.._ __.� � . ___�_ • OLCLAY PANEL� ' �--� ---r � WATERPROOFING w -14.08': 824.67' , � . ( HYDROBAR TUBES I ;;� ' ; � INSTALLED OVER I � � M VOLCLAY PANELS - _� - B5 F� VOLTEX FABRIC UNDER . A501 A501 FOOTING RAN UP SIDES ANb OVERLAPPED BY � VOLCLAY PANELS AND HYDROBAR TUBES. ELEV. SECTION SCALE:1/4" = 1'-0" ,.,. . r . �, RATED FIRE SEAL AT� FLOOR OPENING. TYPICAL ATALL FLOOR PENETRATIONS. 8" CMU REINFORCED SHAFT WALLS, REFERENCE STRUCTURAL DOUCUMENTS. RATED FIRE SEAL AT FLOOR OPENING. TYPICAL ATALL FLOOR PENETRATIONS. ELEV. SECTION T/TOPPING� 0.00'; �8.75' ;ECAST PLAN�K ,, -0 50': 838.25' _ T/BEA�-1.33'� 837.42' __ T/SLAB �, -11.92'; 826.83' .. -14.08':824.67' _ NOTE: _. INCLUDE SUPPORTS FOR FUTURE ENVAC PIPE IN MASONRY WALLS 4" PVC VENT PIPE FOR ENVAC, REF. Mech or Plumb 2 HOUR RATED ' ' SHAFT 2 HOUR RATED PENETRATION SHAFT CAP ISEMBLY 3� � (C-65V) � INLET DOOR -- OPTION 1-(C-300) OPTION 2-(C-4X4) OPTION 1-(BC5-30( OPTION 2-(Br4X4) 1 9r,'_1" I (65-L25)� INLET DOOR --� OPTION 1-(G300) OPTION 2-(C-4X4) OPTION 1-(BC5-300) OPTION 2-(B5-4X4) 14' I UNDERSIDE OF _ TRUSSES. (B5-L25) ENVAC CHUT� FUTURE �� . - . 'f i!� ' � ' . i� .._. _. _. _ �� ■ e ■ I -- - N �11 1 1 1 1•!� �� -•- � .. � • • � • - -� � •�' ..�- •- . • - -� � '�f F �-�l �� . . jI��I, � • • � • .,� � �i= �. � � � �� - .+_� � • _ � ' I � �.. : : ■ �11 1 1 1 � -- - - ---- _ - �'�.,�: •- �_ • ..�- � � I I�, I : : �� : , � � � �ii��ee � � � � � � � • � • � � �I � •� � � I�JI .. • ..•- I,�w �� j • •, • • • � - ��..� �. �: : � � �-- � �� : : . � � __ _ - _ � � �iZ�Z��`� _ �±Z�1� ��J`��Z�i�i � : . � I 1�� ■ ii .:, — � __ � � — = i ;___ : � � �' � • � ' • � � .. • ' � �I . . : - �, ■. ■I : .:. ■ ��II�� ■ ■I :� — ;.�� : �� —�I �� E �' " ' -�I •- ��`��l� �: : � � � ' �' — � — — 2ND AN FLOOR ENVAC TEMP FLOOR C1 SCALE: 1 1/2"= 1'-0" � ENVAC SECTION A404 SCALE:1/4" = 1'-0" WALL �ING ;.AST LINTEL =MBLY f � \ I � 4" PVC VENT PIPE FOR I ENVAC, REF. PLUMBING OR MECH. DRAWINGS. i _.. ___. __ _, ___ _ __.. _.... .... _ NOTE: _.__ ____ ___ _._. __ ._._ ..._ _._._ _ ' INCLUDE SUPPORTS FOR I FUTURE ENVAC PIPE IN MASONRY WALLS --._ I ____.. i 2 HOUR RATED SHAFT I PENETRATION ASSEMBLY i 2 HOUR RATED SHAFT CAP, �- REFERENCE S-SERIES DRAWINGS. i 16" H. PRECAST � (GB5�, FUTURE--� INLET DOOR --� OPTION 1-(C-300) OPTION 2-(C-4X4), FUTURE OPTION 1-(BC5-300) OPTION 2-(65-4X4), FUTURE C1 A404 25'-1" � (B5-L25),--_� FUTURE INLET DOOR � OPTION 1-(C-300) OPTION 2-(C-4X4), FUTURE OPTION 1-(BC5-300) OPTION 2-(B5-4X4), FUTURE C1 A404 14' � WD. FRAMING, U.L. L511ASSEMLYATALL � FLOORS 1'-1 3/8" (B5-L25), FUTUR (G4X4) INLET DOOR, FUTURE� CV (BC5-4X4), � FUTURE � 0" M (NIV), FUTURE� (DV-COM) DISCHARGE VALVE, FUTUR (INJ-BD�, FUTURE �� -,1� 10'-7_3/4�� — -12'-3" I I� � i (B5-L25) ENVAC CHUTE, FUTURE � �� (SOP-V1A) ENVAC CHUTE SUPPORT WD. FRAMING, U.L. L511 ASSEMLYATALL FLOORS 8" CMU: 2 HOUR RATED SHAFT ON 2 HOUR RATED FLOOR SYSTEM. SUPPORT FOR SHAFT MUST 2 HOUR RATED CONTINUOUSLY TO FOUNDATION. (SOP- I1�I I ENVAC CHUTE SUPPORT I (SOP-V1A) I I , ENVAC CHUTE SUPPORT i >; 1'-2 1/4" FUTURE CMU ATTHE � EAST WALL ON 1 ST, 2ND I AND 3RD FLOORS. SEE PLAN NOTE ON A403. + I � (SOP-V 1 A) I ENVAC CHUTE SUPPORT i WD. FRAMING, U.L. ;° L511 ASSEMLY AT ALL FLOORS T/TOPPING 0.00'; 838.75' ` • ' ECAST PLAN� -0.50': 838.25' _ T/BEAM -1.33` 837.42' (VS-AIRE) � � AIR VALVE I � I I (VS-CUAD) I � 15.80° (BC5-D�, FUTURE (BRID-400) I � � � I I (PT4003) �? � HOLE IN (CI-001-RG) �� EXTERIOR INSPECTION � WALL �rz" -3 3/8�� a�-s �� OPENING I 5� P � � (T5-005) _ J I � r-•- ---i---�---�------------- --•--� �r. _�. _ . - _ � .._.� ,__ _.__. .. _,_ _.� ..._._p.__ . ___ __, _._. _._. � _-. ,_F _�:__ ` � M p M (SOP-H4), (SOP-H , � �—FUTURE FUTURE ENVAC NOT IN CONT ENVAC SECTION A404 SCALE: 1 /4" = 1'-0" AC IN CO T/SLAB -11.92'� 826.83' ., -14 08': 824.67' � r �. ,�.` �' .� ;,u� ' ' 1.r. � �� .• � � ��. �� _: � �i;""; �i.�i�::� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: \��`\\ �� u u u u u m u N i i i iii,,�� ```\�� S�, ST UTZ '%�//'. `�� sTE�FO "92 : � �- , = 00033126 = ;. STATE OF � � —Q � � KEY PLAN BLDG D SCALE:NTS Developer: P E D C 4 R CJ , V�'%1�� DEVELOPMENT CO. Project: � � � ♦� � � � � � N C� � M U � .� � � W � � � '�"� � � Z ■ • �� U ?� � = .� � - � � � � � m ♦�^U V J � O � Mr � W U COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMEN7 IS AN INSTRUMENT OF SERVICES AND IS 7HE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GRWP, LLC. ALL INFORMATIIXJ COMAINED HEREIN IS CONFlDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERN RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION COMAINED HEREIN CONSTITUTES THE OPoGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STURMAN. AND PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF TFpS DESIGN, 7HESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE WPLICA7ED. COPIED, EXHIBITED, PHOTOGRAPHED. PUBLISFiED, MODIFIED OROTHER�MSE DISTRIBUTED INANV WAV WITFIOUT 7F� SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT. JAMES R. S7UTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYPoGHT 2012 JAMES R. STUTZMAN AIA Cartnel Indiana. Bld $et Construction �ocumen� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR .1AW as evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: ELEVATOR AND ENVAC SECTIONS Sheet Number: � L L SHEET 73 OF 1; SURFACE MOUNTED N CENTER MIF OVER SINK. 1 1 /2" PLAST LAM I NATE COUNTER V1 DROP-IN SI� 4" COVED Bi AND SIDE SPLASHES. PLASTIC LAI UNDERCOUI ADA CLEARE DIVIDER 6" VINYL WA BASE _. _ _ _ . .._� , _ ....._.. _._.__. _� r .... �._. �_�._a ..._ ._...��u._..._. OPEN CEILING ELEVATED SHELF FOR HOT WATER HEATER, REF. DTL E3/A506 —� 4' HIGH FRP WALL I I BOARD ON TWO WALLS ABOVE � � � � MOP SINK 5'-7 1 /4" STOP FRP BOARD AT DOOR FRAME, THIS WALL � io � v 6" VINYL WALL BASE MOP SINK 1 ST FLR.- MEP/JAN. RM. 1/2" = 1'-0" GYP. CEILING, SEE SHT. A401 3/4" P.T. PLYWOOD SHELF 1X CONT. SHELF SUPPORT AT BACK ELEVATED SHELF FOR HOT WATER HEATER, REF. DTL. E3/A506 T13 3'�' 4' 4' HIGH FRP WALL � BOARD ON TWO WALLS ABOVE 'v `O MOP SINK s � 3/4" P.T. PLYWOOD SHELF SUPPORT AT MID POINT � 6" VINYL WALL ��'�� BASE MOP SINK ADA SINK SECTION F4 SCALE: 1/2" = 1'-0" 2ND FLR. MEP/JAN. RM. 3 SCALE:1/2" = 1'-0" GYP. CEILING, SEE SHT. A401 ELEVATED SHELF FOR HOT WATER HEATER, REF. DTL. E3/A506 3/4" P.T. PLYWOOD SHELF I � � � � I 3/4" P.T. PLYWOOD SHELF SUPPORT AT MID POINT 4' HIGH FRP WALL BOARD ON TWO �* WALLS ABOVE �' `" io MOP SINK � � 6' 6" VINYL WALL BASE MOP SINK � i 2ND FLR. MEP/JAN. RM. F � SCALE: 1/2" = 1'-0" PAINTED GYP. BD.— ❑SURFACE T10 MOUNTED MIRROR: 1 1/2" P.LAM COUNTER W/ SQUARE EDGE, DROP-IN SINK, AND 4" COVED BACK AND SIDE SPLASHES. 1 1/2" DIA. GRAB BAR, SEE C1/A420 FOR DIMENSIONS — PLASTIC LAM. UNDERCOUNTER ADA CLEARANCE DIVIDER 6" VINYL WALL BASE T1 __ __ �.a_ „- _,_. _� .. �_ n � _e.__._ .. __., _ _ _ _._ _ �._... __. _.. . GYP. BD. BULKHEAD FRP BOARD, B'-0" HIGH ABOVE BASE SHOWER CURTAIN ROD PREFAB. SHOWER UNIT HAND HELD SHOWER HEAD ON 60" FLEXIBLE HOSE 1 1/2" DIA. GRAB BAR, SEE C1/A420 FOR DIMENSIONS TOI LET/SHWR RM . ELEVATI ON SCALE:1/2" = 1'-0" . . _ •.. _ .: , , . _ . _ . . LOCKER RM. ELEVATION ,�j 2 SCALE: 1 /2" = 1'-0" . FRP BOARD, STAND� 8'-0" HIGH DOUBLE �� ABOVE BASE STEEL l W/ REC LATC H 2' T� ADA BE PEDES- �1� � 9� WIDE X ' X 17 1/2 ;� ' CE T�R H OKS 1 1/4 TI QN _SH0INER . LAMINA OPEN:ING MAPLE (4) 1 1 /4 GAUGE � PEDES� � BEYON 6" VINYL WALL BASE LOCKEI io TOI LET/SHWR RM 3 SCALE:1/2" = 1'-0" 2.�„ � �'/,� T15 T12 � T2 .. ___. ti,., ,.,.�_ .,_.___ . . .". . .,. _. ._., , . I'_I... _ ,,,.. . "..�_.,„,....___, T5 GRAB BAR ELEVATION RESTROOM ELEVA I IUN � 5 SCALE: 1/2" = 1'-0" E 5 SCALE: 1/2" = 1'-0" : sers esiqn es op g onsepara e.p a, a e prin . . ELEVATION 1 ST FLR. MEP/JAN. RM. c�oi F• �i�.. _ �._�„ OPEN CEILING 1X CONT. SHELF SUPPORT AT BACK AND SIDES 3/4" P.T. PLYWOOD SHELF 3/4" P.T. PLYWOOD SHELF SUPPORT AT MID POINT 6" VINYL WALL BASE � OPEN CEILING ELEVATED SHELF FOR HOT WATER HEATER, REF. DTL. E3/A506 ___.. __ �__�_,_. _. ..-. ,� ___�..__ . __- _. , ,._�____ ._ ___. PAINTED GYP. BD.— T14 STANDARD DOUBLE TIER STEELLOCKERS W/ RECESSED LATCH SURFACE T10 MOUNTED MIRROR- SURFACE MOUNTED MIRROR. CENTER MIRROR OVER SINK. BENCH —� 1 1/2" PLASTIC 1 1/2" P.LAM LAMINATE COUNTER W/ COUNTER W/ SQUARE EDGE, DROP-IN SINK, AND DROP-IN SINK, AND 4" COVED BACK 4" COVED BACK AND SIDE AND SIDE SPLASHES. SPLASHES. PLASTIC LAM. PLASTIC LAMINATE UNDERCOUNTER UNDERCOUNTER ADA CLEARANCE ADA CLEARANCE DIVIDER DIVIDER LOCKER BASE 6" VINYL WALL 6" VINYL WALL BASE BASE LOCKER RM. ELEVATION �j 3 SCALE: 1/2" = 1'-0" . ' . . _ . . . . . . .. . - .�. . . . _ .� . . . .. . R.� �. . . . . . . . . . . . . . . . . . 5'-1 /2" CLEAR /,�t / A , 1 / !� �;,�,j' i T15 LOCKER RM. ELEVATION SCALE:1/2" = 1'-0" T7 0 0 0 0 0 0 0 0 � °o °e °o °o °o e° °e 0 0 0 0 0 0 0 0 � o o = o o � � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o o � � LOCKER RM. ELEVATION 3 SCALE:1/2" = 1'-0" FRP BOARD, 8'-0" HIGH ABOVE BASE TT - � �o � 1 1/2" DIA. GRAB BAR, SEE C1/A420 -f2 FOR DIMENSIONS c� T3 - T5 0 � � N N 6" VINYL WALL BASE � TOILET/SHWR RM. ELEVATION v�"r� SCALE:1l2" = 1'-0" 1X CONT. SHELF SUPPORT AT BACK AND SIDES "C6 3/4" P.T. PLYWOOD SHELF T13 2' 7 �/8" m 4' HIGH FRP WALL T1 � BOARD ON TWO - WALLS ABOVE T2 co � MOP SINK � T4 'f 3 . 3/4" P.T. PLYWOOD SHELF SUPPORT AT MID POINT T8 �5. o v 6" VINYL WALL BASE v MOP SINK "'' 1 ST FLR. MEP/JAN. RM. TOILET/SHWR RM. ELEVATION SCALE:1/2" = 1'-0" (j5 SCALE:1/2" = 1'-0" _.._.___... _. _� _ . . _ . __ ...._.,.�. ... _. .... . ..__ _. __ _ , . .___ . . _ . ,_ ..._ _ _ _ _ _ _ _.. . __ .. _, . _..�..__ _.___ .,._.. . ..___ . _ _ ....�, T _ _ FRP BOARD, 8'-0" HIGH ABOVE BASE 1 1/2" DIA. GRAB BAR, SEE C1/A420 FOR DIMENSIONS RECESSED WALL HEATER 6" VINYL WALL BASE LOCKER ROOMITOILET ROOM ACCESSORY SCHEDULE MANUFACTURER CATALOG N0. ITEM (ORAPPROVED EQUAL) NUMBER MOUNTING HEIGHT T1 GRAB BAR -18" BOBRICK B-6806 X 18 MOUNT AT 49" A.F.F. TO TOP T2 GRAB BAR - 36" BOBRICK B-6806 X 36 MOUNT AT 34" A.F.F. T3 GRAB BAR -42" BOBRICK B-6806 X 42 MOUNT AT 34" A.F.F. T4 GRAB BAR -15 7/8"X30 7/8" BOBRICK B-6861 MOUNT AT 34" A.F.F. T5 TOILET TISSUE DISPENSER BOBRICK B-2888 M/W: MOUNT AT 28" A.F.F. TO TOP. T6 EXTRA HEAVY DUTY SHOWER BOBRICK B-6047 CURTAIN ROD T7 BENCH REPUBLIC D X 1781 2 H24 REVERSIBLE FOLDING BOBRICK B-5181 MOUNT AT 18" A.F.F. TS SHOWER SEAT TO TOP. Tg TOWEL PIN BOBRICK B-6777 MOUNT AT 54" A.F.F. TO CENTER. � MIRROR BOBRICK B-2908 MOUNT ATTOP OF SEE ELEVATION BACKSPLASH �� FULL-LENGTH MIRROR BOBRICK B-2908 MOUNTAT 18" A.F.F. 24"W X 60"H TO BOTTOM. 12 PAPERTOWELDISPENSER BOBRICK B-359 MOUNTAT52-1/2"A.F.F. TO TOP. � MOP AND BROOM HOLDER BOBRICK B 223 X 36 MOUNT AT 62" A.F.F. TO BOTTOM. LOCKERS REPUBLIC 1' W STANDARD � DBL. TIER SOAP DISPENSER BOBRICK B-2111 MOUNT PUCH BUTTON 44" � MAX. AFF, SEE ADA GUIDE � "v , f_ � ��''a` � � 4 �j f� � 'Y�� MV ��i1 r_,� .._.......�Y�...._a._._... � �t � �: a�� '� .,�_. �.. �<r"� �:�°.��_�. PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ``��,uST�vuT� �i,///� �`\\��'�F,G�STERF �9�°'� � Q- Q- O � % ' ;� � ' - 00033126 - � � STATE OF � ; %,��i,,/' qR DIAt`Sp' ` `\�: � '°i�� C ►hrnn � �1 � By: � � _--, —� = C� � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R V • V�%��' � DEVELOPMENT CO. Project: � � � �+ � � O � � N � � M V � .� � � � W � � � -�-+ � � Z ._ ._ c� — C� � � = - � ._ � - � � � � � W � o v Cn � � � � U °° COPYRIGHT 8 OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE PROPER7V OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC ALL INFORMATION COMTAINED HEREIN IS CONFlDENTIAL ITS SUBMISSION AND DISTRIBUTION 70 OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DERO('ATION OF COMMON LAW CAPVRIGHT. IMELLECTUAL PROPER7V RIGH7S OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STURMAN. AND PEDCOR DESIGN GROUP. LLC. NO PARTOR NMOLE OF THIS DESIGN - THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS OR - PORTIONS OF 7HE RESULTING BUILDING OR BUILqNGS MAV BE WPLICA7ED.COPIED.EXHIBITED.PHOTOGRAPHED,PUBLISHED, MODIFIED OR OTHERMSE DISTRIBUTED IN ANY WAV WITFKK7T THE SPECIFICAND PRIOR WRITTEN CONSENT OF THEARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP. LLC 0 COPYPoGHT 2013 .14MES R. STURMAN AIA CartneJ Intliana. Bld Set Construction Documen� � Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD,JLS,JAW,AJR JAW ast evision a e: Construction Bid Set 0220.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Titie: _ ENLARGED PLAN, ,� ELEVS., AND DETAILS Sheet Number: / � � �� SHEET 74 OF 13! � , � 1st FLOOR NORTH CORR. ELEVATION � 1 SCALE: 1/4" = 1'-0" E5 DOOR ACCESS. RECESSED HEATER. FIRE ALARM � ENUNCIATOR. � 1 st FLOOR SOUTH CORR. ELEVATION SCALE:1/4" = 1'-0" 5/8" GYP. BD. OVER 2X � MTL. FRAMING BEYOND � � . STL. COLUMN, REF. STRUCTURAL DWGS. — 5/8" GYP. BD. OVER 2X4 MTL. STUD FRAMINC�-- 18" DIA. X 4'-0" CONC. COL. CflVER —� �_.e.� _�.._ �. _e�_n_,__ _�.n . �._..-_ _____.__. ._- --.. _,�� _r .,._r� _�_..,_._m _rt,s___„A_�. STL. COLUMN, REF. STRUCTURAL DWGS. . , � _ _ . . � �—� � � � _ .. __ ._ __ _ __ . _ _. i D I 6" DIA. GALV. AND PAINTED � REFERENCE THE STOREFRONT BOLLARD ELEVATION'H' 8/A603. SOUTH ELEV. LOBBY CORE ELEVATION \D 1 SCALE: 1/4" = 1'-0" � PAINTED WOOD CROWN MOULDING! PAINTED DRYWALL BULKHEAD. CORNER GUARD. PAINTED WOOD BASE. � � � WALLCOVERING I �BEYOND. OOR � � ESS. � � PAINTED WOOD I WALL CAP. ' I � B3 — — � � �- 5/8" GYP. BD. OVER STUD FRAMING DOO7 STOREFRONT n 18" DIA. X 4'-0" CONI I I COL. COVER —� NOTE: REF. A111 AND A505 FOR CEILING LAYOUT � FRAMING AS REQUIRED. � � l ��.._�.. ,�_ , _ _�.., .. ,_�, F RECESSED DOWNLIGHT. �_ E4 ��, 5/8" PAINTED GYPSUM BOARD. C2 A506 ' pAINTED WOOD CROWN MOULDING. '-1 4' 506 6, 8 5�8„ ;' „ WALLCOVERING. + MAILBOXES. ,.r, � v � M x 'c ' ` ° � „� � � � � � M g.,� accri-� � accTZ is �� accTZ-�s PAINTED WOOD BASE. +�" � 1 FIRST FLOOR 1�t FI C�OR WEST LOBBY ELEVATION SCALE:1/4" _ D5 06 RECESSED D WNLIGHT IN PAINTED DRYWALL BULKHEAD. _ . _.v__.__ .�, � �. _ .._..__ ._-- PAINTED DR ALL CEILING. CORNER GUARD. —y� ..,...._ . _ __ . ,. �.,,_ . .,,, ,.. SCONCE ❑ � � o 0 0 0 ❑ __ .Y..._ __�� D219 __ ELEV D319 CONTROL JOINT - FIRE EXTINGUISHER r—CORNER GUARD. WALLAND CEILING. CABINET. � __ E2 TYP. - 506 � PAINTED DRYWALL. _ PAIN TED WOOD BASE. t � . �_... ,� _ . _ _ _ _ . _ . RECESSED DOWNLIGHT IN PAINTED DRYWALL CEILING. S�oN�E.� o o ❑ o o a � D220 D320 .._ _ _.... . CONTROL JOINT - WALLAND CEILING. FIRE EXTINGUISHER �_. _ CAB I N ET. � �- PAINTED DRYWALL. �PAINTED WOOD BASE. �— � 2nd-3rd WEST CORR. ELEVATION F3 SCALE: 1/4" = 1'-0" RECESSED DOWNLIGHT IN PAINTED DRYWALL CEILING. � SCONCE. , � � � � � � � � � PAINTED DRYWALL. r-PAINTED WOOD BASE. RECESSED DOWNLIGHT IN PAINTED DRYWALL CEILING. SCONCE. � � CONTROL JOINT - WALLAND CEILING. � PAINTED DR ALL. PAINTED WOO BASE. 2nd-3rd EAST C�RR. ELEVATION SCALE: 1 /4" = 1'-0° v LEV. �r� �� NOTE: C BLOCK OUT AREA IN FRAMING FOR � ELEVATOR CONTROLS. o COORDINATE SIZES AND LOCATIONS W/ ELEVATOR MANUF. ALIGN TOP WITH TOP OF ELEVATOR DOOR FRAME HALL STATION SHOWN IS REPRESENTING FIRST FLOOR CENTER OF HIGHEST FLOOR DESIGNATION BUTTON NOT TO EXCEED 48" IN HEIGHT FOR ALL FLOORS DOOR ACCESS PAD KNOX BOX � PAINTED WOOD BASE 1st FLOOR ELEVATOR ELEVATION DTL. F5 SCALE: 1/2" = 1'-0" �� . sers esian es op q onsepara e.p a, a e prin e: �r CONTROL JOINT - WALLAND CEILING. � � 1 st FLO�R WEST CORR. ELEVATION SCALE:1/4" = 1'-0" _, .____ _. �.. .. __..a.. ,_.. .._ ....._.. _ u ___, _.. v._=�____._.._.. _._._...__�____ ____--- � w .,_. _ . � OPP. E4 A506 LEV. F2 � FRAMING AS REQUIRED. � _ RECESSED DOWNLIGHT. I'-1" 1'-6" 5/8" PAINTED GYPSUM BOARD. � PAINTED WOOD CROWN MOULDING. � WALLCOVERING. PAINTED WOOD BASE. +o" 1 FIRST FLOOR 1st FLOOR EAST LOBBY ELEVATION EAST CORR. ELEVATION D5 SCALE: 1/4" = 1'-0" �j 5 SCALE: 1/4" = 1'-0" __ _ __ . __... ... _ _ . _ . _ . _ _ _ . . .. _ �._.._ . ._.._.__ _. _ .. _,. , _...__.. __. ,,_ ............. ..__.._ ._.._,_�........,...._._ ,..__ ...__ .. ._ ..___.._ . ... � I � 0 � � 5/8" GYP. BD. OVER MTL. FRAMING — 8" PAINTED CMU — STOREFRONT z �� , ► B2 y�� ` ' �r�d �f16 -� �. �.1� � � a�� 1 � I � t � � �. � � . �: x� LIGHT COVE, I PEDCOR DESIGN GROUP LLC REF. DTLS. ON SUSPENDED GYP. Architecture / Project Management: SHT. A505 BD. CEILING 355 City Center Drive Carmel, Indiana 46032 STOREFRONT 317.705.7979 (phone) O317.705.7980 (fax) OPP. HAND Architect: 5/8" GYP. BD. OVER \````\`��uu�muuuur�pi��i�ii 1 5/8 MTL. `��. S�.STUT2 �'�i � FURRING �°�� ,G�STfRF �y� : a �Q' �` � � - 00033126 = � NOTE: - _ REFERENCE THE STOREFRONT REF. A111 AND A505 � STATE OF � ELEVATION'I' 8/A603. FOR CEILING LAYOUT '%� ��VD►ANP �` . %,,��/''qRC ` �,. SOUTH ELEV. LOBBY ELEV. """" A1 SCALE: 1/4" = 1'-0" } By: LIGHT COVE, �� REF. DTLS. ON �6 SHT. A505 � � SUSPENDED GYP. ( —� BD. CEILING I � � GYP. BD. � BULKHEAD STOREFRONT � O $ 11 1 D007 H A5 S A506 � OPP.HAND 5/8" GYP. BD. OVER � � � F'RAMINGD � i KEY PLAN I � BLDG D � SCALE:NTS I � �� ; NOTE: Developer: REF. A111 AND A505 REFERENCE THE STOREFRONT ',FOR CEILING LAYOUT ELEVATION'H' 8/A603. P E D C O R V , V�%� EAST ELEV. LOBBY ELEVATON . �� AZSCALE: 1/4�� _,�-o�� DEVELOPMENT CO. ' _ _ ----_ ____ - _ __ _ _ _ _ _ _ __ _ Project: e2 L.. �06 � � +J � I LIGHT COVE, � O REF. DTLS. ON � SHT. A505 � � N SUS PENDED GYP. � � M BD. CEILING V , ._ o � STOREFRONT � � � � i � � � �' � � �Z ■� .� 5/8" GYP. BD. OVER MTL. � STUD FRAMING � � � ' � � I ■� � � — � � � NOTE: � � REFERENCE THE STOREFRONT REF. A111 AND A505 � O � ELEVATION'H' 8/A603. FOR CEILING LAYOUT ♦, VJ v NORTH ELEV. LOBBY ELEVATION L o 3 SCALE. 1 /4 - 1 -0 � � V °° LIGHT COVE, 5b6 REF. DTLS. ON SHT. A505 I SUSPENDED GYP. COPYRIGHT & OWNERSHIP OF DOCUMENTS BD. CEILING THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL INFORMATION COMAINED HEREIN IS CONFI DENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS STO R E F R O N T� PUBLICATION I N DEROGATION OF COMMON LAW COPVRIGHT, IMELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OP THE ARCHITECT. JAMES R STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PARTOR NhiOLE OF TFAS DESIGN. THESE DFtAW1NGS, OR THE RESULTING BUILDING OR BUILDINGS. OR SIS�� OVE R 3 5/8�� D006 PORTIONS OF THE RESULTING BINLDING OR BUILDINGS MAV 8E WPLICATED, COPIED. EXHIBITED. PHOTOGRAPHED, PUBIISHED, MTL. STUD FRA MOqFIEDOROTHERWISEDISTRIBUTEDINANYWAYWI7HWTTHE SPECIFICANOPRIOR WRITiENCONSENTOFTHEARCHITECT JAMESR S7UTZMAN AND PEDCOR DESIGN GROUP. LLC. O COPYPoGHT 2013 I ` JAMES R. STURMAN PJA Carme: Inhana. I 5/8" GYP. BD. OVER� � I � ' 1 5/8" MTL. � Bld S2t construction Documen� FURRING � � I Set Issue Date Sheet Issue Date A5 � � � 05.15.2012 A506 NOTE: Drawn By Checked By REF. A111 AND A505 SIM. OPP. HAND FOR CEILING LAYOUT e�o,JLS,JAW,n.iR �nw ast evision ate: W E S T E L EV . L O B BY E L EVAT I O N � Construction Bid Set o2.20., A/� Parcel 9-54 Bid Package T SCALE: 1/4" = 1'-0" Parking Garage and Ramp 02.20.1 B2 5/8" GYP. BD. OVER 506 7/g�� MTL. FURR�NG D ,p._. . p 4 . D I STL. COLUMN, REF. STRUCTURAL DWGS. �- , 5/8" GYP. BD. OVER 7/8" Project Number: MTL. FURRING NASH BU I LDI NG Sheet Titie: _ INTERIOR CORE � ,8�� DIA. X 4�-0�� coNC. ELEVATIONS COL.COVER Sheet Number: �.. REFERENCE THE STOREFRONT ELEVATION'i' 8/A603. I 6" DIA. GALV. AND PAtNTED I BOLLARD I NORTH ELEV. LOBBY CORE ELEVATION SCALE:1l4" = 1'-0" ��; / � < <) � SHEET 75 OF 1 FILLER MICRO� BACKSF END SP FILLER '� 8'-9 1/4" UNITA3-FINISHED N. KITCHEN ELEVATION SCALE:1/2" _ io � N cc �: � S. KITCHEN ELEVATION F3 SCALE. 1/2 - 1-0 W. KITCHEN ELEVATION F4 SCALE:1/2" = 1'-0" END SPLASH BEYOND BACKSPLASH GRAN'�ITE TOP COUNTER :• . •� . � �A•1�\/��l►�il+'i��1�•'i[t1►fiJ:1�111�yl•'i�f1G1:+►�i1a��-L�a►��a:�[�i�iy� . , � • ns ruc ion oc: � w 0 m N Q Q Q � � � � c �� - _ ___ _. ��n , �, ._. ,. .,. . . _�- _. . _��-�`1 %�". _ __ _ . __.� _�� _ _. n � � i� h 4 ,� i, i �' S'-2 7/8" �� i i � �---� � o � ; �2�I2 n�ni I ; ______�__J____________L______ I _ _ _ _ _ _ _ _ _ _ _ 1.� ' _ ' ' _ _ _ _ _ _ J Q71 � ( �� n�� I 000co I nn� I WD. BRACKET � SUPPORT FOR � GRANITE COUNTER TOP 6" WALL BELOW COUNTER TOP GRAN ITE � COUNTER TOP W/ N BACKSPLASH & UNDERMOUNT SINK � � GRANITE E3 GRANITE "' COUNTER TOP W/ 420 COUNTER TOP W/ �.�,'� BACKSPLASH & BACKSPLASH END SPLASH F3 E4 420 420 30" RANGE / ` ______ ICROWAVEABOV � -- - ------, � W2142 03 W1842 � W33276 � — — — — — — � — — — O O � � . . . . . . . 621 2'-6" B3D18 8'-101/2" UNIT-A A1 A2 D 8'-8 1/2" UNIT - B, E KITCHENALT PLAN SCAI F• 1/7" = 1•—O•• 1' 1" I1. B21 L 2'-2" I, S6366 � B24 I, W. KITCHEN ELEVATION SCALE. 1/2 - 1-0 b0 � � � � 2'-9" � B3D18 � 2'-6" (, B21 CLEAR E. KITCHEN ELEVATION 2 SH - � FILLER SIZE VARIES MICROWAVE BACKSPLASH END SPLASH FILLER SIZE VARIES REF. WITH ICE MAKER � MASTER BATH PLAN SCALE:1/2" = 1'-0" .. .. .. .. .. .. . -- v , 3'-6" , 1'-0" MASTER BATH PLAN (/ 3 SCALE. 1/2 - 1-0 GRANITE TOP 5'-3 1/2" 3'-7 1/2" D ES K WD.BRACKET n n SUPPORTFOR - " " � 0o n � • �o GRANITE -' �' �' � COUNTER TOP �� ' 6" WALL BELOW + �' COUNTER TOP � � � ' � � � � ' � � � � � GRANITE o � � � L _ _ � _ _ _ o W COUNTER TOP W/ N � � � � 4242 N� BACKSPLASH & � � , , m UNDERMOUNT � � � � `� , , � � ■ Q SINK L _________L_________________1___________1___________ � Q Q 624 SB36B 2'-2" 621 � . . Z � � ' � GRANITE E3 GRANITE � N � COUNTER TOP W/ 420 COUNTER TOP W/ " BACKSPLASH OPP. HAND BACKSPLASH & " � OPP. HAND END SPLASH ;`t 00 F3 E4 420 420 PP. HAND 30" RANGE W/ R _ __ MICROWAVEAB . r---------- � � W33276 � W1842 W2142 a° — — — — — — ° N � i CV � i � � ■ ■ • ■ ' B3D18 2'-6" B21 � 8'-8 1/2" UNIT - B E 8'-101/2" UNIT-A.A1.A2. D KITCHEN PLAN ��"'r SCALE:1/2" = 1'-0" (j4 SCALE:1/2" = 1'-0" 1'-6" 8'-4 1/2" UN IT - A3 C 2'-0" 4'-3 1 /4" 2'-0" W4242 .. . .. .. .. .. .. FILLER END SPLASH � ' ' � ; GRANITE ; � I , � COUNTER TOP W/ ; N I DISPOSAL ; m BACKSPLASH� ; � N _� � � END SPLASH ; GRANITE COUNTER CO � I N , w TOP W/ BACK SPLASH - C9 M �� F4 O UNDERMOUNT SINK DESK ITE TOP � N 420 � Q m C � GRANITE TOP � � `� 420 �� M I COUNTER 1 Z I GRANITE � �A COUNTER TOP W — J � �� ° BACKSPLASH & , o V �' °D UNDERMOUNT � " � `� SINK � � � N a � � � � � � FZ � N � � � � r � � � 420 � � � �� o a o o � 6" WALL BELOW � _ �� M I _ � � COUNTER TOP DISP ; M � Q � � 4 � I p � m � �n _ - - � cn �-- -- ----- � N _0�0 N ------ � ' � � � I ' — � GRANITE I "' � � N °' WD. BRACKET " �"� a� oo `� SUPPORT FOR `�' ; COUNTER TOP W/ m CV N GRAN ITE I ' � BACKSPLASH M I COUNTER TOP ; U � 627HCRF S636HCRF-MI '-2" B18HC REMOVABLE I � � � � N REMOVA LE CABINET, CABINET, FLOOR � m FLOOR FIN. TO EXTEND FIN. TO EXTEND -__ _' ----' -----------� UNDER REMOVABLE UNDER CABINET (TYP.) SEE REMOVABLE � /A520 CABINET. (TYP.) 1'-8" 2'-0" 3'-7 3/4" �2'- /4' " DTL. D5 FILLER - S. KITCHEN ELEVATION KITCHEN PLAN � 5 SCALE: 1/2" = 1'-0" �j 5 SCALE: 1/2" = 1'-0" �mmon: .p n, a e pr�n e: �Q � � �z » p CV -o � � o ao BATH PLAN ccni �� i�� _ �,_n�� MASTER BATH PLAN SCALE:1/2" _ BATH PLAN SCALE:1/2" = 1'-0" NOTE: 1 APPLY BLOCKING REQUIREMENTS FOUND ON SHEET A521 TO ALL BATHROOM UNITS. 2 REFERENCEA522 FORAPPLIANCE/PLUMBING FIXTURE SPECIFICATIONS. 3. ALL KITCHEN CABINETS ARE TO COMPLY WITH VHDA'S MINUMUM CABINET REQUIREMENTS. 4. KITCHEN WALL CABINETS ARE TO BE SCREWED TO STUDS OR BLOCKING WITH A MINIMUM OF FOUR SCREWS; TWO EACH IN UPPER & LOWER NAILER STRIPS FOR EACH WALL CABINET � � � � � � C�;� , .v� „.. �''T. � :'��,._.€e�.� � �_° �a s`d i:�; i; �_ � i i;� PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: `\ \ \ \ \ \. o \ \S °� � � 5 T i v r � � � � / � . i,,� �\`��' k,�,�STf/�F �yiL � =1� � = - 00033126 = ' � STATE OF � � � :�� NDtANP ``.`: � .,,,��qR� � ' � � rniu � 0 � 4 � - � . ■ 11��f,�l�ii '!l�.. � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R �� V�i�� . � $ DEVELOPMENT CO. Project: i � � � �+ � � � � � N � � M U � .� � � � � � � � � � � �z ■� ■� � U � �= � � ■ � � � � � � � � M O � W U VJ � O � � U °° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN I NSTRUMENT OF SERVICES AND IS THE SOLE PROPERiY OF THE ARCHITECT AND PEDCOR DESIGN GROUP LIC. ALL INFORMATIONCON7AINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONS7RUEDAS PUBIICATION IN DERO('AT10N OF COMMON LAW COPVRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CANSTITUTES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS. OR THE RESULTING &JIL�ING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE qJPLICATED, COPIED, EXHIBITED, PFIOTOGRAPHED, PUBLISHED. MODIFI ED OR OTHER�MSE DISTRIBUTED IN ANY WAV WITFpUT THE SPEGFlCAND PRIOR WRI77EN CONSEM OF THE ARCHITECT, JAMES R. SNTZMAN AND PEDCOR DESIGN GROUP, ILC. O COPVRIGHT 2013 JAMES R. STUTZMAN AIA Cartnel Indiana. Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, A1R JAW ast evision ate: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: APARTMENT aS �� ENLARGED PLANS AND SCHEDULES Sheet Number: - OF 6 SHEET 1 NOTE: - LOCATE BATHTUB CONTROLS ~ BETWEEN THE BATHTUB RIM �R ' �� T E OPEN SIDE O BTHE EEN LIGHTnFIOXTURE ,. _,�.�._.,_,,,..__. WALL MOUNTED } �r t BATHTUB AND THE MID-POINT LIGHT FIXTURE. _ , 4� � OF THE WIDTH OF THE TUB. _�,. ,-: ._-�-- , SURFACE �� *1�� . ��'� �`��.�: MOUNTED MIRROR. 4-1/4 x 4-1/4 , 4-1/4" x 41/4" WALL TILE. USE PEDCOR DESIGN GROUP LLC WALL TILE. 2"X6" BULLNOSE FULL TILE. � g USE FULL WALL TILE WALL MOUNTED Architecture / Pro�ect Mana ement: 2'-10" 1"X1 " ACCENT 355 Ci 4-1/4" x 4-1/4" TILE. 4-1/4" x 4-1/4" WALL LIGHT FIXTURE. ty Center Drive WALL TILE. USE 2'-10" FI ED 317.705.7979 (phone) TILE. USE FULL TILE. WALL TILE. Carmel, In iana FULL TILE. 1"X1"ACCENT 317.705.7980 (fax) 1"x1"ACCENT WALLTILE. � ;°� �-=_-��= -� 1"x1"ACCENT SURFACE MIRROR. CENTER Architect: WALL TILE. SURFACE M U fr ��,�' WALL TILE. MOUNTED MIRROR. MIRROR OVER SINK. T 11 , �, f � T11 HAND HELD ,� CENTER MIRROR � �� T12 CURVED SHOWER � OVER SINK. s'� � . R T11 CURVED 'o SHOWER HEAD ;� ,/;�� T12 %, T11 CUTAIN ROD CURVED SHOWE � � ON 60 FLEXIBLE " SHOWER T12 GRANITE COUNTER CUTAIN ROD HOSE - CUTAIN ROD T� o T6 o T6 \`„��u�uu iunuiii�� W/SQUARE EDGE, o T6 T6 ,� �'� w _ ,�, � � UNDERMOUNT ��O��SR,S U%'� ��i�� y� � GRANITE COUNTER � `� GRANITE COUNTER SINK,AND 4" BACK �� ST� �'/��'% � c=i� 2"X6" BULLNOSE � � �i% - ,�, � ` ° ' z T9 T� - � WALL TILE �� W/SQUARE EDGE, , �j� f/ Tg z ;� � � W � 2 T3 � — - � UNDERMOUNT �/ - � AND SIDE SPLASH. ; Q- �ti = T8 � UNDERMOUNT SINK, �'� �N�SQUARE EDGE, � ; G F� �% _ �� T3 � AND 4" BACK AND � SINK, AND 4" BACK / f � Z = 00033126 _ � i� z _ 2 AND SIDE SPLASH. - � � SIDE SPLASH. 2 ~ � � STATE OF � T1 T3 � � � REMOVABLE ' 3A � CABINET, FLOOR FIN. � T� T$ TUB %,��i/ q�N�►ANP \`�� T7 _ TO EXTEND UNDER 'v � � �i�ii� RC io � TUB o � REMOVABLE � Q SMART CABINETRY � � l�� N � CABINET (TYP.) SEE BATH CABINETS � ' ' � � N DET. C5/A520 0 � SMART CABINETRY " TUB � � M PAINTED WOOD � � T7 N 5A N N � BASE TUB N � � 6 BATH CABINETS ❑ ❑ N "� PAINTED WOOD PAINTED WOOD � PAINTED WOOD gy. • I, S636HCRF-MI I, B24HCRF-MI I, BASE. BASE. BASE. ' L VCD72B � �V3D12 L VSB27B L � � � � BATH ELEVATION � HC BATH ELEVATION BATH ELEVATION HC BATH ELEVATION BATH ELEVATION R1 = . �� _ � �� • " _ '- " D 1 SCALE: 1/2" = 1'-0" �j � SCALE: 1/2" = 1'-0" V 1 SCALE: 1/2" = 1'-0" F 1 SCALE. 1/2 - 1-0 E 1 SCALE. 1/2 1 0 0 NOTE: LOCATE BATHTUB CONTROLS 4-1/4" x 4-1/4" WALL " BETWEEN THE BATHTUB RIM TILE. USE FULL TILE. �� p �� & GRAB BAR, AND BETWEEN 4-1/4" x 4-1/4" THE OPEN SIDE OF THE 1"x1"ACCENT WALLTILE. USE • BATHTUB AND THE MID-POINT WALL TILE. FULL TILE. DRYWALL , OF THE WIDTH OF THE TUB. 2"X6" BULLNOSE �« WALL TILE 1 x1 ACCENT BULKH . 4-1/4" x 4-1/4" WALL TILE. 4-1l4" x 4-1/4" WALL TILE. USE KEY PLAN WALL MOUNTED LIGHT FIXTURE. 2�_� �� WALL MOUNTED WALL TILE. USE 3� 2�� FULL TILE. BLDG D 3'-0 3/4" LIGHT FIXTURE. FINISHED SCALE: NTS FINISHED FINISHED FULL TILE. CURVED SHOWER 1"X1"ACCENT 1 "x1 " ACCENT WALL TILE. SURFACE CUTAIN ROD MOUNTED MIRROR. WALL TILE. T11 � ,.�� CENTER MIRROR SURFACE Developer: _ ;� T12 OVER SINK. T11 MOUNTED MIRROR. CENTER MIRROR CURVED SHOWER P E D C R T11 HAND HELD T12 OVER SINK. 2�-5 ��8 !`,% � SHOWER W/ _ �, �% / WALL TILE AND CURTAIN ROD �• ��%�� = SHOWER HEAD o T2 ��'/ / CLEAR GLASS ° ON 60 FLEXIBLE � / DOOR W/ SIDE �� , TZ � HOSE GRANITE COUNTER / PANEL 2" x 6" DEVELOPMENT CO. o - w W/SQUARE EDGE, �o w / � BULLNOSE ---_ _ _ __------ __ ___ ___ _______ . _ _ = C° GRANITE COUNTER = UNDERMOUNT _� �= f,�� WALL TILE. pro ect: �� W/SQUARE EDGE, '� Z SINK, AND 4" BACK � Z � � �`''3` �� Z � ' Z � AND SIDE SPLASH. T5 � 5- TUB � ��`,>',/ � i� � T 3 T 3 U N D E R M O U N T S I N K, u. T 4 ,, � AND 4" BACKAND - - \ UNIT D SIDE SPLASH. o \ ONLY v � SMART CABINETRY SMART CABINETRY � BATH CABINET, W/ BATH CABINETS � T� � ,� � � REMOVABLE FRONT, - \��,`-�' ` ° � � "� SEE DET. D5/A520 � � r � �� PAINTED i� � N N N ;� PAINTED WOOD . �, TUB � PAINTED WOOD WOOD BASE. L TUB BASE. BASE. � � ' PAINTED WOOD PAINTED WOOD BASE. �+ BASE. � O HC BATH ELEVATION BATH ELEVATION BATH ELEVATION � H C BAT H E L EVAT I O N BAT H E L EVAT I O N „_,„ .„_,_ „ 2 SCALE: 1/2�� _ ��-o�� ^` �� - �_ �� E 2 SCALE: 1/2" = 1'-0" D 2 SCALE: 1/2 - 1-0 Cj 2 SCALE. 1/2 1 0 Q N � 2 SCALE: 1/2 - 1 0 W � � M ._ O - � � � 4-1/4" x 4-1/4" � � � Z ■� ■� � WALL TILE. USE � FULL TILE. 2'-10" ' FINISHED WALL MOUNTED WALL MOUNTED DRYWALL LICHT FIXTURE. LIGHT FIXTURE. BULKHEAD. � � � T11 4-1/4" x 4-1/4" 4-1/4" x 4-1/4" � � '�'° 1"X1" ACCENT SURFACE WALL TILE. USE WALL TILE. USE WALL TILE. MOUNTED MIRROR. FULL TILE. FULL TILE. � � 3'-2" � L CENTER MIRROR 3'-0 3/4" FINISHED � � � CURVED SHOWER OVER SINK. CURTAIN ROD FINISHED 1"X1" ACCENT GRANITE COUNTER SURFACE WALLTILE. 1"X1"ACCENT T11 O U Tg W/SQUARE EDGE, MOUNTED MIRROR. WALL TILE. �/1 - 2" x 6" % UNDERMOUNT � CENTER MIRROR SHOWER W/ � �� , � � 4� -=` �-; �- "� ,.; � ° p SINK, AND 4" BACK � OVER SINK. { WALL TILE AND CURVED SHOWER �_� � w BULLNOSE T� 2 O 'v = WALL TILE. � T�2 AND SIDE SPLASH. � CLEAR GLASS CUTAIN ROD � ,^ DOOR W/ SIDE �� J • ;� � Tg PANEL � � � o T2 o T6 Tg T9 � � � GRANITE COUNTER � p w � � j j � T6 _ ��''i / WISQUARE EDGE, w z v� � '!/� �O ` �� '' UNDERMOUNT - v�i � o f � 2 SINK, AND 4" BACK i� � BULLNOSE �� ; 2 T4 AND SIDE SPLASH. N 2"X6" BULLNOSE WALL TILE. PAINTED WOOD T7 o WALL TILE � BASE. � � � �o � � REMOVABLE CABINET, ' Q SMART CABINETRY � TUB 0 3A FLOOR FIN. TO EXTEND _ � BATH CABINETS � COPYRIGHT 8 OWNERSHIP OF DOCUMENTS � EVAT I O N � UNDER REMOVABLE CO _ � � CABINET TYP. SEE c�o BAT H E L � � �� THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE °' N DTL. D5/A520 c� PAINTED WOOD F� — N � � PAINTED WOOD PROPERNOFTHEARCHITECTANDPEDCORDESIGNGROUPLLC /LLL SCALE:1/2" - 1'-0" ' T7 � BASE. BASE. INFORMATIONCONTPJNEDHEREINISCONFIDENTIAL ITS AND DISTRIBUTION TO O7HER PARTIES IS NOT TO BE CONSTRUEDAS � � PAINTED WOOD PAINTED WOOD PUBLIG4TIONINDEROGATIONOFCOMMONLAWCOPVRIGHT. BASE. BASE. INTELLECTUALPROPERT/RIGHTSOROTHERRESERVEDRIGH7S. ALL INFORMATION CONTAINED HEREIN CONSTITU7ES THE OPoGINALAND UNPUBLISHED WORK OF THE ARCHITECT JAMES R STUiZMAN. AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN. VCD66B �L PORTIO OFrTHER SULTINGBUILOINGBUORBUILDINGSI�YB OR � B27HC � S633HCRF-MI � WPLICATED, COPIED, EXHIBITED, PhIO70GRAPHED. PUBIISHED, MODIFlED OR OTHER�MSE �ISTRIBUTED IN ANV WAY WITHOUT THE TOILET ACCESSORY SCHEDULE SPECIFICAND PRIOR WRIT7EN CONSENT OF 7HE ARCHITEC7, JAM MAN UFACTURER CATALOG H E L EVAT I O N BAT H E L EVAT I O N BAT H E L EVAT I O N BAT H E L EVAT I O N STUTZMANAND PEDCOR DESIGN GROUP. LlC 0 COPVRIGHT 2013 H C BAT �MESR STUTZMAN AIA Carmel Indiana. N0. ITEM (OR APPROVED EQUAL) NUMBER MOUNTING HEIGHT �,/ 3 SCALE: 1/2" = 1'-0" A3 SCALE: 1/2" - 1'-0" • . E 3 SCALE: 1/2" = 1'-0" D 3 SCALE: 1/2" = 1'-0" Bld Set Construction Documents T1 GRAB BAR - 12" BOBRICK B-6806 X 12 SEE ELEVATIONS -A421 Set Issue Date Sheet Issue Date , T2 GRAB BAR -18" BOBRICK B-6806 X 18 SEE ELEVATIONS -A421 DRYWALL 05. . T3 GRAB BAR - 24" BOBRICK 8-6806 X 24 SEE ELEVATIONS - A421 BULKHEAD. Drawn By Checked By 4-1 /4�� x 4-1 /4�� EJD, JLS, JAW, A1R JAW T4 GRAB BAR - 36" BOBRICK B-6806 X 36 SEE ELEVATIONS - A421 WALL TILE. USE 8St @VISIOf1 8@: FULL TILE. Construction Bid Set 02.20.13 Parce1489 Bid Package T5 GRAB BAR - 42" BOBRICK B-6806 X 42 SEE ELEVATIONS -A421 1"x1"ACCENT Parking Garage and Ramp 02.20.13 4-1/4" x 4-1/4" WALL TILE. 41/4" x 4-1/4" WALL TILE. USE WALL MOUNTED T6 TOWEL BAR - 24" MOEN P5124 - CHROME SEE ELEVATIONS -A421 FULL TILE. WALL MOUNTED WALL TILE. USE 3'-0 3/4" LIGHT FIXTURE. LIGHT FIXTURE. FULL TILE. ACCENT WALL FINISHED SHOWER W/ T7 TOILET TISSUE HOLDER MOEN P5050 - CHROME SEE ELEVATIONS - A421 TILE. WALL TILE AND 1"X1"ACCENT CLEAR GLASS � Tg RECESSED CERAMIC SOAP DISH AMERICAN OLEAN 8A725-XXX SEE ELEVATIONS -A421 WALL TILE. CURVED SHOWER DOOR W/ SIDE CUTAIN ROD � �_ T12 ' T11 ¢ 2' X6E BULLNOSE T9 CERAMIC TOWEL BAR - 24" AMERICAN OLEAN 8A730-XXX SEE ELEVATIONS - A421 T11 SURFACE 2'-5 7/8" CEONTER M R OR R WALL TILE T2 o SURFACE o OVER SINK. 10 NOT USED T9 CURVED SHOWER T9 T12 v MOUNTED MIRROR. � T6 CUTAIN ROD CENTER MIRROR GRANITE COUNTER T11 CURVED SHOWER CURTAIN ROD PROFLO PFCSR60CP SEE ELEVATIONS -A421 T6 _ o OVER SINK. W/SQUARE EDGE, Project Number: CD _ W W T8 o GRANITE COUNTER UNDERMOUNT MIRROR - FRAMELESS - - SEE ELEVATIONS - A421 � � c= v ,= SINK, AND 4" BACK 1 z T5 T 1 T 3 '� Z i� Z �� U N D E R M O U N T E AND SIDE SPLASH. NASH BU I LDI N W/ POLISHED EDGE T4 . � '� � : SINK, AND 4" BACK = w w AND SIDE SPLASH. Sheet Title: 0 2 X6 BULLNOSE . NOTE: � o �„ T� o WALL TtLE TUB = _ - SMART CABINETRY � BATH CABINETS APARTME � 1 APPLY BLOCKING REQUIREMENTS FOUND ON SHEET �_ � - o TUB o °O SMART CABINETRY � I NTERI R . A521 TO ALL BATHROOM UNITS. �; �� a BATH CABINETS � 2 REFERENCEA522 FORAPPLIANCE/PLUMBING FIXTURE N - `� N � ELEVATONS SPECIFICATIONS. !� `� PAINTED WOOD PAINTED WOOD 6- TUB N � BASE. BASE. UNIT A2 PAINTED WOOD BASE. Sheet Number: 3. ALL KITCHEN CABINETS ARE TO COMPLY WITH VHDA'S � MINUMUM CABINET REQUIREMENTS. PAINTED WOOD 4. KITCHEN WALL CABINETS ARE TO BE SCREWED TO � BASE. STUDS OR BLOCKING WITH A MINIMUM OF FOUR � SCREWS; TWO EACH IN UPPER & LOWER NAILER " STRIPS FOR EACH WALL CABINET H C BAT H E L EVAT I O N BAT H E L EVAT I O N ^ BAT H E L EVAT I O N ^ BAT H E L EVA • �� _ '- " D 4 SCALE: 1/2" = 1'-0" Cj T SCALE: 1/2" = 1'-0" T SCALE: 1/2" = 1'-0" E 4 SCALE. 1/2 1 0 � SHEET 2 OF 6 . . . . . rawings: ons ruc ion o: ui i g :. .. ommon: .p n, a e prin e: . . I . . I M I � V ARC SEALAN 1/2" EXPANSION JOINT MATERIALW/ � � STRIPPABLE � � �� SEALANT—, ' � TYPICAL DETAIL � 1 SCALE: 3/4" = 1'-0" , � : � 3� 1/2" EXPANSION , � JOINT MATERIAL ; FLOOR SLAB, TOPPING OVER ? I � PRECAST I ! STRUCTURAL SLAB S OR WOOD FRAMING � € S STEM. �4 . � - —`�— — — — � �'.% � r v � — — —� — �- —� � ';� #4 REBAR ` '' �4) i ' ; ; STEELANGLE, REF. � STRUCTURAL 3 SILLANGLE BY , �ELEVATOR INSTALLER CONCRETE BOND BEAM OVER CMU TYPICAL DETAI L F2SCALE:11/2"= 1'-0" CONC. WALL, REF. STRUi STEELANGLE, REF. STRUCTURAL ��2„ E JOINT SILLANGLE BY ELEVATOR INSTALLER CONC RX WATERSTOP WATE BACK EXPANSION JT. TYP. SEALANT 1/2" EXPANSION MATERIAL C.I.P. CONC. WALL,� REF.STRUCTURAL - (TYP.) STRUCTURAL DW�GS CONTROL JT. TYP. NOTE• MASK ALL SEALANT BOND SURFACES BEFORE APPLICATION OF CONCRETE SURFACE WATER REPELLANTS TYPICAL DETAIL E1 SCALE: 1 1/2"= 1'-0" TYPICAL DETAIL SCALE:11/2"= 1'-0" TYPICAL DETAI L TYPICAL DETAI L � 3 SCALE: 1 1/2"= 1'-0" E 3 SCALE: 1 1/2"= 1'-0" REF. STRUCTURAL ;. a__.___� _�m__._�an__ _. __, .�,,.,. _ . ... _ .__ ___ _a_�._... _. _. ...K..__, ___.. __�_ � _. .... ,..�.. ___. . � ___ �- __�_�.. �__.._._. . .. ,. . _��.. �. ._«. ,.w ��. ___, �.._, --- 1'��{fji:fR-�c��ftll�il` °��°��@t THE EAST EXTERIO WALL FIRST FLOOR � WALL ATTACHEDTO�� ; � �'v�� THE OUTSIDE OF RATED s� I 's�� --- �– COLUMN ASSEMBLY � ' �� ; � � �, � � ' �� I j > � A� � >, ,� . b, • X ' � +� X _ . _ .— .— .— . _ . _ . _ � — — — — — PAVEMENT HSS 7�� TUBE I BENTOSEAL OVER TERMINATION COLUMN BAR WATERSTOP RX � . . I � GYPSUM BOARD PER UL i 24" COMPACTED CLAY BACKFILL DIRECTORY. THICKNESS ATGRADEABOVEGRAN. FILL— � REQUIRED BYASSEMBLY, NOTHING ISALLOWEDTO R .. � SEE DETAILA4/A003. � PENETRATE OR INTERFERE pERFORATED PROTECTION � WITH RATED COLUMN LAYERAPPLIED o STEEL STUDS PER:,UL I ASSEMBLYAND/OR INSIDE THIS 0 DI RECTORY i LI NE. . vo�TFJC wATER D: . . . p SHORING (N.I.0 �.. . . . . ( � UL DESIG�J NO. X��V COMPACTEDGf FREE DRAININC p . . : MA"fERIAL W/ N� 0 1 HOUR RATED DF�YWALL ASSEMBLY BY WEIGHT PA: � AT COLUMNS � S�E�E � UNDISTURBED D p 6" CORRUGqTE CIP CONC. WALL, �: COLU M N WRAP (GYP. H°PE F�"°A- REFERENCE SA- � � CONTINUOUS F TO SUMP SYST SERIES DRAWINGS o' : P�uMBiNG SPE D. : . . 0 INDOT #5 STON MIRAFI 140N MI HYDROBAR AT UNDER VOLTE) ,� WATERSTOP R; STRUCTURAL DWGS CONSTRUCTION JT. TYP. GRANULAR FILL, SEE STRUCTURAL (TYP.) DWGS. TYPICAL DETAIL 1 1/2"= 1'-0" NON�HRINK VARIES ROLLING FIRE SHUTTER EXPANSION JOINT, REF STRUCTURAL � � � a K. � > � . « � � . �; � � . , � � � ,� b ACKSIDE OF C.I.P. COLUMN BEYOND VOLTEX SIDE OF C.I.P. COLUMN INSIDE BLDG. LEEVE AS REQUIRED BY CIVIL PLUMBING AND ! '' * �; ti :,� � . F.' � � � �� C.I.P. FOUNDATION WALL TYPICAL DETAIL SCALE: 1 1 /2"= 1'-0" °' 'IIA. SCHEDULE 80 PIPE BOLLARD LED W/ CONC., PAINTEDYELLOW JPE CONCRETE TO CROWN OUND BOLLARD RF.GE FLOOR FIRE PROTECTION DRAWNGS. SIZE SLEEVE AS I � ��' �' `t'�� LINKSEAL REQ'D FOR PIPE SIZE AND LINKSEAL FOR SIZE i � I .. .• OF PIPE 2" MiN. .. P' ISOLATION JOINT , . . . . IPE . I I -°� • 24" DIA. CONC. FOTTING — — — _ — — — —.— — —� O�PIP� — _ _. � — — — — — i — — � — — D. . . PIPE INVERTAS SHOWN ON I � I . ,. �� VECDRRWIf�7�SF�R — — — � � < , .. n � STORM AND SEWER a I I •�R .{ 4 SANITARY LINES o I I COLUMN � OF NEAREST COLUMN - _ • : : %j WALL Q I o . . ' � � � � :D. �. ..o s„ �`; �� /, f ENTOSEAL � REALITIVE � FRONT � � S EC I�N EXTERIOR SIDE �'-0° �� PiPE Bo��aR� SECTION — �LAN _ TYPICAL DETAIL TYPICAL DETAIL D3 SCALE: 1 1/2"= 1'-0" B 3 SCALE: 1/2" = 1'-0" FIRE-TREATED BEARING 1-HOUR RATED FLOOR/CEILING .� 1-HOUR RATED FLOOR/CEILING PLATE ASSEMBLY: A X ASSEMBLY: A. 5 BATT INSULATION APPLIED DESIGN # L516, REF. SHT. A003. BATT INSULATION APPLIED BATT INSULATION APPLIED DESIGN # L516, REF. SHT. A003. TO UPPER FLOOR AREA TO UPPER FLOOR AREA TO UPPER FLOOR AREA 1 1/2" LT. WT. CONC. 1 1/2° LT. WT. CONC. 1 1/2" LT. Wf. CONC. TOPPING OVER 3/4" TOPPING OVER 3/4" I WD. TRUSSES, REF. TOPPING OVER 3/4" I WD. TRUSSES, REF. WD. TRUSSES, REF. � T&G PLYWOOD i STRUCTURAL DWGS. STRUCTURAL DWGS. T&G PLYWOOD T&G PLYWOOD I STRUCTURAL DWGS. I 14' � 4� 14' . . . ._ . . . . .. SECOND FLOOR •�� •�' � . � . __ _.._ _..:.... \T��T-��:�:M:�:1� , , / , _ -_��N��,T-�-T-T� ' 12'-11 1 /4" 2X10 WD. JOIST, REF.STRUCTURAL DWGS. 1-HOUR FLOOR/CEILING ASSEMBLY: 1 LAYER GYP. BD. OVER 5/8" - RESILIENT CHANNELS, REF. DESIGN #L516 ON SHT. A003. SERVICE CORR. � I I � 1 ST FLR FR BLKHD E. r� SCALE: 1 1/2"= 1'-0" .,: sers esign es op g onsepara e.p a, a e prin . , _ .:: . 11'-101/2" ��. 1-HOUR FLOO /GEILING ASSEMBLY: 1 LAYER GYP. BD. OVER 5/8" RESILIENT CHANNELS, REF. U.L. L563 ON SHT. A003. TENANT SPACE - 1 HR. WALL - 1 LAYER GYP. BD. EA. SIDE OF 2X8 WD. STUD W/. BATT INFILL, REF. WALL TYPES SHT. A002. RUN GYP. BD. THROUGH TRUSSES AND 2X JOISTS TO UNDERSIDE OF DECKING. 1-HOUR ATED FLOOR/GEILING ASSEMBLY: 5/8" GYP. BD. OVER SUSUPENDED CEILING FRAMING, REF. DESIGN #L529 ON SHT. A003. 9' APRT. CEILING ' APARTMENT 5/8" GYP. BD. OVER 2X4 WD. STUD W/ 1 5/8" AIR SPACE, REF. WALL TYPES SHT. A002 RATED CEILING DETAIL 1 1/2"= �� 12'-11 1 /4" 12'-11 1 /4" � � 2X10 WD. JOIST, 2X10 WD. JOIST, REF. REF. STRUCTURAL STRUCTURAL DWGS. DWGS. 1-HOUR FLOOR/CEILING ASSEMBLY: M.T.L. LT. GAUGE 1 LAYER GYP. BD. OVER 5/8" N FRAMING RESILIENT CHANNELS, REF. DESIGN � #L516 ON SHT. A003 � 1 LAYER 5/8" GYP. BD. _ OVER 2X4 WD. STUD I FRAMING W/ 2X8 CRIPPLE W/ BATT SUPPORT KICKER INFILL UNDER 2X10 BACK TO STEEL — JOIST. INFILL 2X8'S BETWEEN FLOOR TRUSSES, REF. M.T.L. LT. GAUGE STRUCTURAL FRAMING STEEL BEAM, REF. STRUCTURAL DWGS., BEAM TO BE SPRAYED WITH SFRM - 1 HOUR., 1 HR. WALL - 1 LAYER GYP. BD. DESIGN #N823 Ea. si�E oF 2xs wo. sTU� wi. TENANT SPACE BATTINFILL, REF. WALLTYPES SHT. A002. RUN GYP. BD. THROUGH TRUSSES AND 2X JOISTS TO UNDERSIDE OF DECKING. TENANT SPACE r �'. }., ! `1. �. i � �.. II II II II 7 8' I I 1'-5 3�� I I II II II II II II II II II II 11'-10 1 /2" 1 HOUR FLOOR/GEILWC; ASSEMBLY� 1 LAYER GYP. BD. OVER 5/8" RESILIENT CHANNELS, REF. U.L. L563 ON SHT. A003. -M.T.L. LT. GAUGE FRAMING TENANT SPACE - 1 HR. RATED COLUMN WRAP BEYOND, REF. D ETAI L. 61 /A501 RATED BULKHEAD/CEILING DETAIL SCALE:11/2"= 1'-0" _ .. .. .... . .... . . .. . ..__... _ _ . . .._ _ ._. ,,... .._ . ___, .. _...__., .. __,. ... ...,,.....__, __.. . _. _ .,......, ........... ,.�....._ ._...._ .....�_ . _,,.. . .,..... _... _ _ ....... _, . _ , � . _ . ,._ .... _._n E r .. �__ __ . _.._ . .... _. .. _ _ _ � >� �..,.. . ,��..�..... _. . - � �____..�___,e�. . __.__� � � ' l , � � "/ � , z � �I /, c ��ll, z �� v� `�, �� v�/, ��'l ��'l� TYPICAL DETAIL SCALE:1/2" = 1'-0" � � ' -� � ► .0 " ' ��,. z ��., _..._.� . _.. °�� `�. �� . �.��. � �"� ,`� � ?;� C; `;i1'_•� N PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: `\°\``\`�S �Ru�ST�v„TZ�,b/, i� � �"G`ST�R�� 9��= , � � – - 00033126 = � STA1�E OF � �� _ By: � � ; � � v v v v " ,� ' �, KEY PLAN BLDG D SCALE NTS Developer: P E D C O R �� Vli:l�x � DEVELOPMENT CO. Project: � � � � � � O � � N � � M U � ._ o _ � W � � � � '�""� � � Z ■� ■� � v � �=^' � W . � � � � � � � m oU � L O C� � U °° COPYRIGHT & OWNERSHIP Of DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTVOFTHEARCHITECTANOPEDCORDESIGNGROUP,LLC ALL INFORMATIONCONTAINEDHEREINISCONFlDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROCATION OF COMMON LAW COPYRIGHT. . _ D . _ _ , , .. . . .. . . . � . INTEILECTUAI PROPERTV RIGHTS OR O7HER RESERVED RIGHTS. ALL � - � - - 0 , . INFORMATIONCONTPJNEDHEREINCONSTITUTESTHEORIGINALAND -- D� � � p UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND - � D � - p � - p PEDCOR DESIGN GROUP, LLC NO PARTOR WHOLE OF TF9S DESIGN. D - � _ � RX WATERSTOP THESE ORAWINGS, OR THE RESULTING BUILDING OR BUILDINGS.OR ' p . - � . � . � - - � � 6 .� � � . � � D � � '� ' - PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE p . . WPLICATED,COPIED. EXHIBITED. PHO70GRAPHED. PUBLISHED. - . . D � - � �-� p� � MODIFlED OR OTHERIMSE DISTRIBUTED IN ANY WAV WITFIOUT THE _ _ � _ �. � , , . , p. . �. � . . . . p. . SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT. JAMES R � D � p - � SNTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2013 D f, � JAMES R. STUTZMAN PJA Cartrel Indiana. o v � s 7'�;�,' BENTOSEAL � p ,. �f�� ,f , " . , J D � � D � � � � � � ' ( � f '�� Bld Set construction Documen� D � .,� � �! -e�Y . . . `� r y , � � ,� , p � � if� � / �,1` � ,� �i' �r'�'�� .�`. � ° OVERLAP Set Issue Date Sheet Issue Date ° PANELS PER 05.15.2012 � o MANUFACTURER' Y Y � Drawn B Checked B D S SPECS. EJD, JLS, JAW, AJR JAW ° o as evision a e: o VOLCLAY PANEL ° WATERPROOFING �.. °.. o. cn Construction Bid Set 02.20.13 D. W p • Parcel 9-54 Bid Package ELEVATOR PIT ° corvcRETE wa�� Q Parking Garage and Ramp 0220.13 °. o, (SEE > � a STRUCTURAL) 0 ° WATERSTOP-RX ATALL D CONCRETE WATER p_ ° COLD JOINTS (MIN 3" REPE�ANT � COVERAGE) R . . � p ° . . Q . . . HYDROBAR � o TUBES P INSTALLED OVER � ° VOLCLAY PANELS o. . _ . ,o . . o VOLTEX FABRIC UNDER Project Number: ° FOOTING RAN UP SIDES p o ANDOVERLAPPEDBY NASH BUILDING ° . p _ . � VOLCLAY PANELS AND ° ` �^;� HYDROBAR TUBES. p � . . _ . �;, �� , ��' � � � ~ '� ' Sheet Titie: � � . . � � : . . , �. p. " D. , , . ��` , ��,��` � TYPICAL DETAILS � D. . p . :��,'^ �/ ,`� `+; p p . . . p. . p . � �.��,� ��`' �' , D D. D p �`,,`,y�i ,� � r��3 ,� D. . p . p � /.* � ; f� �' D. . p. .. " D D p. � �. �'' s; i. � D D' p �,�� VOLTEX CONT. �. . .p .. . . . . .. .�' p . . D. � ' ��,�• 5. � UNDER ° ° ° o �� , FOUNDATION Sheet Number: D . p . . p p ,�3 a � �' �� . . . .. . . . _ p '.. P. . P . � . ..p. . '�', . '` � . . p. D. D � 4y � p p � r , � � . p . p . /� 4� �f / TYPICAL DETAIL � �� 6 5 SCALE: 1 1/2"= 1'-0" _ _.e . w. « m� .s_._e...a____._. �_ _,a_.� .�... _., �___��_�_�.�,. SHEET 78 OF 1: �� _.� �_._ ��. �.� �_.._..a.,.� �.�.___.� __ ,rr�.�. __, mn ._. _ _. ,rt....� _.. _... � _ ., , � , _ _ \ �� ` � REF. B2/A503 FOR SIM. DETAIL ABOVE THIS POINT -� �- � � C NOTE: �� -t� �.,, METAL MATERIAL THICKNESSES ' i� � MUST HAVE 5�� LAUNDRY VENTAS �,�- �� ,,,,� �� '� Reference items covered by specifications 07 71 00 and 07 62 00 j� ° � � SHOWN, IF SIZE IS UNATTAINABLE, �� ,� � � t � � � ` � SEE DETAIL E2/A503 (LAUNDRY , � �; ��- '� '"�' `� � , CORNICE 3: INCLUDES EIFS PROFILE, EIFS DENTIL 2, � � � _ � � i g2 � VENT DETAIL OPTION 2) � t- -�=��-- w �,, , ?�t � ,yk a, ,-� ,. � ; � SOFFIT, VENTS, PREFIN MTLTRIM WRAPPED 2X WD � � � � � � -� � ° � � GUTTER, DOWNSPOUTS and CONDUCTOR HEADS 032" ALUMINUM, 24 GA. GALVALUME � r ��'� y.+�,t�'� � �'r � ASOZ �,�„ �` � s�' �� _<< ; , d },�, � ; „ , ,. �l �_�:� ! � - � .�.��..._ � �-��= x �. � -� � GUTTER BOARD, AND 4x6 PREFIN. MTL GUTTER � � � r. �....,. ,. �. �. _. E BASE FLASHING BELOW GRANITE 16oz. COPPER �� { ` >:>i , . LEG CiF WOOD ROOF TRUSS ,� �� = PEDCOR DESIGN GROUP LLC � METALCOPING 050��ALUMINUM, 22 GA. GALVALUME DIRECTAPPLIED FINISH SYSTEM OVER 5/8 EXT. �� LEG OF WOOD ROOF TRUSS 8 1/2"�C8 1/2" 20 GA. PAINTED 3'-1/8" SHEATHING. EXT. SHEATHING TO BE APPROVED BY FINISH ` �� Architecture / Project Management: t FLASHINGABOVE GRANITE STAINLESS STEEL MTL. � UNDRY VENT BOX MANUFACTURER. '� � �� ' V Y MTL. RYER VENT � +� �r � ~� � � � � � � 355 City Center Drive � EIFS LEDGE CAPPING and BALCONY EDGE FASCIAAND CAPS O50" ALUMINUM, 22 GA. GALVALUME �" WOOD ROOF TRUSS �'� f% ,!--�."'� � `�_ HOLE IN SHEATHING FOR �} J `` `` Carmel, Indiana 46032 ` `- ' `f � '� � 317.705.7979 (phone) � ROOF EDGE FLASHINGS, 032"ALUMINUM, 24 GA. GALVALUME LAUN RY VENT r� ' = THIN BRICK VENEER W/ SUPPORT �` � ,� �, ;` ,� � � 317.705.7980 (fax) GUTTERBOARDTRIM, EIFS ENTIL BEYOND N AND DRAINAGE SYSTEM t :�; ,�,' ,1 Y' { �`,._�!- ,,, �� ROOF EDGE FASCIA ` 5 + �, �" � ? EIFS �ORNICE `` \ 5" DIA. HOLE IN SHEATHING FOR Architect: � STEPPED METAL FASCIAAND PANEL-ALTERNATE FOR REFERENCED EIFS PROFILE O50°a�uMwuM, zo cA. cA�vn�uME EIFS WINDOW HEAD 4. DO NOT CONCEAL WEEPS. SEE y;`� , � _.� �% v`{ ! � '`` " � ��` 11 3/4" LAUNDRY VENT F 1 /A511 , ' �'f �` � .�� `� � ` ,` � � ; ` r. i'" , LAUNDRY VENT BOX DETAIL OPTION 2 DIMENSION OCCURS ONLYAT LIMESTONEAND WINDOW -��. r` +� + i� f ,r t' � � I SCALE• _ - � � , � � , � � r � � LOCATIONS � 1 � �� ,>� , �. a �-�r �r � 1" 1' 0" ; ," '`: r t t, = k /�._.>-`r�. f �,� ROUGH SAWN SOFFIT, PAINTED i ��"auST'Uf ruiii��i,�i • / � 5/8" EXT. SHEATHING OVER 3.5" WD FURRING �' t \��o`��SR' TZ��'%,�� DIM. FIBEF�GLASS ROOF I � � .` �` ��,G�STERFp 9� : SHINGLES ON #15 FELT. � LIQUID APPLIED VAPOR BARRIER � ; Q- ; � 1 C4 I I PREFIN. MTL. HEAD FLASHING � EIFS DENTIL BEYOND °- 00033 i 26 = ROOF SHEATHING PER A604 � SELF SUPPORTING LIMESTONE HEAD, � � STRUCT DWGS PLASTIC UNDERSOFFIT LAUNDRY ; STATE OF � � PART OF LIMESTONE WINDOW VENT W/ WEATHER DAMPER �� ' � SURROUND 2, SEE E5/A511 EIFS CORNICE �%''��i` 'q�Nd�ANP `\`�� ! %iri� RC 2 1/2" HIGM PREFIN. MTL �i S.H. WINDOW u�� . DRIPEDGEOVERTRIM SOFFIT DETAIL-3 LAUNDRY VENT DETAIL �� SOFFIT � __�_ �,�....�_ .. � D 1 SCALE: 1" - 1 0 - �_ �� SCALE: 3" = 1'-0" � ....._. WOOD RaOF TRUSS ._..__..,_�_.__.___ CORNICE 2: INCLUDES 2X gy. WD FRAMING, PLYWD, �..� ._.... _ SOFFIT, VENTS, PREFIN DIMENSIONAL FIBERGLASS ROOF 3 1/2" CONCRETE TOPPING SLAB OVER MTL CAPlTRIM/4X6 GUTTER SHINGLES ON 15 # FELT. � 2 1/2" EXTRUDED POLYSTYRENE ' � ` �� _ BOARD, OVER 10" PRECAST PLANKS ` � � � �� j �; ROOF SHEATHING PER STRUCTURAL w STOREFRONT DOOR �h � � � � , 1 � � � �� ° �� _ - � [ � � ( � SIM p2 r� � F WOOD FRAMING DOCUMENTS. � � � � C.I.R SOLID SLAB, REF. A101-AA `��-� � . `../i,� . i � " � , I A502 � � I �� RAFTER TAIL � � l � f;; � �� I � , � SINGLE HUNG WINDOW I � PREFIN. MTL DRIP EDGE. � THRESHOLD SET IN FULL BED OF �'�r ,". �, ," �"y � �. ; ; ° `` �' � SILL PAN WITH END DAMS � MASTIC, OVERLAP SITE PAVING I �' IM D2 # ' j'��' STOP SHEATHING HERE TO � PAINTED MTL. RAILING ASSEM. 1, SEE A512 `_ —� LEG OF Wi00D ROOF TRUSS j� I ? � 5 °�3° A L L O W A I R F L O W A502 I 6 5 ;��_______._._. ; L I M E S T O N E S I L L, P A R T O F L I M E S T O N E F3 � METAL SO�FFIT VENTS �I � ld 1 A604 SITE PAVING, REF. CIVIL DWGS. OCCUR BETWEEN EVERY A604 , i �� ' f WINDOW SURROUND 2, SEE E5/A511 WOOD ROOF TRUSS OTHER DENTIL � �° �` ` BRICK VENEER _ -�� ._ ° °.�. �_.s�-�� .. _ � I � � �-- � __.� �_..� -____ �_ � � �.�: � � �` � ; i .� �/� �. .. � = COPPER FLASHING 6 1/ A 5 0 3 VENT BOX, SEE DTL �:, . � ; COLORED PVC ROOFING MEMBRANE OVER 1/2" �� ,� �� •��. � f WATERPROOF MEMBRANE WI TERMINATION � � HOLE IN S'HEATHING FOR �� ', � �' RECOVERY BOARD OVER 3/4" MARINE GRADE `°� �_ KEY PL/`1N _ � ; i �' ' PLYWOOD., SEE TYP. DETAILS. �°`°�� "�'� CORNICE 3: INCLUDES EIFS ; • `� • . BAR AT TOPAND SIDES ATTIC VENTILATION ° • � ��-^ 24"X36" #5 REBAR @ 18'` O C � 63 IM � ' � f� PROFILE, EIFS DENTIL 2, SOFFIT, BLDG D , I �'� �-.. - I " €` r �°'�. VENTS, PREFIN MTL TRIM WRAPPED , j CORNICE 1: EIFS, INCLUDES A502 �� ; , E t*SEE F5/A503 FOR PICTORAL SCALE: NTS � , � • � � � - � � � �� F4 � ?; A ;, :, , , PREFIN. MTL. DRIP EDGE `'�.. 2X WD GUTTER BOARD, AND 4x6 �� RX WATERSTOP ' �. ' A604 � I EIFS DENTIL 1 , `DIAGRAM OF ROOF/NG DETAILS* � � PREFIN. MTL GUTTER Developer: t r t � ; r t f , .,� ; �'r�'��t �"` �, �-:-'''� x� { �`�..r=Y�� ; �`°`k`-� }=-°� ;;,,�- � LIQUID APPLIED VAPOR � ..�.._ 3 � � ' 4 � �� `' \ BACKER ROD AND SEALANT ; ' ;�BENTONITE SEAL W/ TERMINATION BAR -.- _�; i BARRIER OVER 5/8 EXT. / C4 ----- ------ — ----- --- O R o� . � �.�., � � ;��;, 4�. `�, f� :�,� � f ;� � �'".=. `x ,'';'" : SHEATHING � UPPORT P E D C ,�. , .. . P . �� , t`��, �� ,, �, � .� �-- ��; ��_i�,�, .. . . THIN BRICK VENEER W/ S � A502 p ;i �VOLCLAY WATERPROOFING OVER „�� ; I �; � � 6x4 PREFIN. MTL GUTTER WITH 2x3 2'-8" 4 1/8" AND DRAINAGE SYSTEM CONCRETE FOUNDATION --� : �" � I I � D.S. ON ONE SIDE �� /�J � �Ci��Z;�� Y '� '� t t__��y.�p �"� ' ♦ �/ BACKER ROD AND SEALANT : � � . � � . `f � � �� l ''i � Y� �'� � T,: /` Y� `� r , � " ,� � ; SHEATHING OVERAWOOD TRUSS OVER 5/8 EXT. — � i DEVELOPMENT CO. F/W �� GRADE DETAIL-1 SOFFIT DETAIL-1 � k � F/W LEVEL 3 DETAIL-2 ---- --- - F 2 SCALE: 1" = 1'-0" E 2 SCALE: 1" = 1'-0" WOOD BALCONY FRAMING, REF. S- 6 2 S C A L E: 1" = 1'- 0" prpj�{: �: SERIES DRAWINGS � � 3/4" INSET RECTANGLES INTO EIFS, SEE ELEVS. S.H. WINDOW � � N TRIM 3: INCLUDES EIFS AND 2X WD GUTTER BOARD , BRICK VENEER � � � LIMESTONE SILL ' `� LIQUIDAPPLIED / �� ` SILL PAN W/ END DAMS .y: 4" CMU AND PRECAST LINTEL, REF. S-SERIES DWGS. VAPOR BARRIER I -.� ; YORK THRU WALL � COPPER FLASHING 65 PREFIN. MTL. FLASHING ONE COUSE i � 3/4" P.T. PLYWD IN PLACE OF SHEATHING TO RECEIVE W/ FELT BACKING l A604 ABOVE 2ND FLOOR LINE ' X � ; ' 4 FUTURE SIGNAGE ' BRICK SILL �"' ` � _._ __...._ _�..____.__ _____ ...��... _ _. _........ ,____ � � � 3 1/2" CONCRETE £ 4" TALL x 2 5/8" DE I � ' # BARRIER OVER CUTOUT OF BLO LIQUID APPLIED VAPOR 5/8" TOPPING SLAB _ _ _ _ _ _ _ � i i v I .. . .t ,. a-, _ . . ,.,�,z .. ._.. .. ..� , . y -�. � ._., � �.. > . _ „ ,_.,.,-. .-.<� C1 EXTERIOR SHEATHING , . � 62 OVER 2 1/2" � s" CONCRETE BLO K A502 PLYWD, CONNECT NT� ASON3/4 i I _ _ . . _ ___ _._ .. ___ -._ � __._ __� .__ __ ____ ___.. _ � O EXTRUDED A502 POLYSTYRENE WALL ; INSTALLED FLASHING 2'-10 7/8" Y �� BOARD, OVER 10" GROUT SOLID BEHIND 1 NOTE: ALIGN TOP AND FRONT OF � �, � STRUCTURAL SHEATHING BRIC VENEER /�' PRECAST PLANKS ' ^♦ ` V BASE � SIM. 61 EIFS TRIM ASSEMBLY W/ TRIM ON ; I WOO FRAMING & SHEATHING TO MAIN STRUCTURE TO � W(� BRICK BASE I � A502 ADJACENT BALCONIES. ' F1 � ; SUPP RT BUILD OUT STUD WALLS. V � O A604 ! � � _ ' USE 2 COURSES O U j 5/8" EX F 4" CM I� LIQUID APPLIED VAPOR BARRIER ._,_ BEHIND EIFS TRIM I ; , ' DIRECTAPPLIED FINISH SYSTEM OVER T. W COPPER FLASHING OVER j � ' SHEATHING. 2x4 CEILING FRAMING. EXT. SHEATHING AND BATH OOM OR LAUNDRY EXHAUST, SEE ELEVS. � �� ; � '. � ' • ' FOUNDATION WATER- TRIM 1: EIFS (SEE A510 FOR DIMS.) , � i FINISH TO COVER BOTTOM OF PRECAST LINTELS �� .' . � ` . .. . � PROOFING SEE E1/A502 ; j ` — D . � ; = BETWEEN BRICK PIERS. ---- ------ ------ ------ i ■ � ■ � � Z � ° � • o � BACKER RODAND SEF►LANT ; �' 1 1/2" IR SPACE � � p ' � a BENTONITE SEAL W/ p � TRIM 26 (BEYOND): LIMESTONE �/ ^ . � c'�%�, ', � TERMINATION BAR ^ STRUCTURAL SHEATHING i LIQUT APPLIED VAPOR BARRIER OVER 5/8" DENS � � , � ; 1..` � < -� � .__.._�..: �� _. i o ° �£ � MULCH, SEE CIVIL � � GLAS OVER WOOD STUD ■� o p. ,�' �.. �;�.. ,--, ALUM. STOREFRONT VOLCLAY WATER- � � . � ..��. , _ .�,,. _, �, �-� . p � „ �� r;PROOFING � � _ ..,..... ..... ij . - ° BRICK VENEER � � � , „ ... . SOLID C.I.P. � ,,.;CONCRETE FOUND. � CONCRETE SLAB � p ""WALL, REF. o � O U � . S- S E R I E S D R AWIN G S ° L I Q U I D A P P L I E D V A P OR BARRIER OVER RX WATERSTOP p � � ' � � - - � � 5/8" EXT. SHEATHING OVER WOOD STUD DETAI L-6 F/W LEVEL 2 DETAI L-1 FNV LEVEL 2 DETAI L 4 F/W LEVEL 2 DETAI L-2 � o F/W @ G RA D E @ _ @ F3 SCALE: 1" = 1'-0" � 3 SCALE: 1" = 1'-0" D 3 SCALE: 1" - 1'-0" B 3 SCALE: 1" = 1'-0" � � STRUCTURAL SHEATHING U °° � ' gq� CREATE 4"x 2 5/8" � � INSULLATION CUTOUT OF BLOCK BACK � LIQUID APPLIED VAPOR BARRIER OVER � z UP TO CREATE LEDGE � 5/8" DENS GLASS OVER WOOD STUD � ! VAPOR FOR BRICK SILL ; 1 1/2"AIR GAP �� _ �� STOREFRONT WINDOW RETARDER ; � � SILL PAN W/ END DAMS 5/8" GYP. OVER 6" CONCRETE BLOCK ; ' BRICK VENEER , ____ �r 2X WD FURRING �� ; � CREATE 4" TALL x 2 5/8" DEEP CUT AND 1 1/2" RIGID BASE E �� `�'�� ' FACADE BEYOND B2 ` I OUT OF BLOCK FOR SILL ' ---....--- YORK THRU WALL COPPER ' INSUL. OVER 12" --' A604 --_ I BLOCK BASE `� FLASHING W/ FELT BACKING COPYRIGHT&OWNERSHIPOFDOCUMENTS ' BRICK BASE, B5 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE I B R I C K BAS E PROPERTV OF THE ARCHI7ECT AND PEDCOR DESIGN GROUP LLC ALL 3 1/2�� CONCRETE � IANDDISTRBUTIONTOOTDHERRAfRTES�I NIOTTOBECONSTRUEDAS i PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, GROUT SOLID BEHIND BASE TOPPING SLAB ' INTELLECTUALPROPERT'RIGHTSOROTHERRESERVEDRIGHTS ALL ' i INFORMATION COMAINED HEREIN CONSTITUTES THE ORIGINALAND OVE R 2 1/2�� PEDCOR DESIGN GROUP, LLCANO PART WFiO E OF`T IS DESGN, � GROUT SOLID BEHIND BASE THESEDRAIMNGS ORTHERESUITINGBUILqNGORBUILDINGS OR EXTR U D E D � PORTIONS OF THE RESULTING BUILDING OR BIN�DINGS MAV BE N WPLICATED, COPIED. EXHIBITED, PHOTOGRAPFiED, PUBLISHED. 4x3.5 GALV. ANGLE TO ATTACH GRATE POLYSTYRENE � II MODIPIEDOROTHERWISEDIS7RIBU7EDINANVWAVWITHOUTTHE AND PREVENT WATER INTRUSION BOARD, OVER � { COPPEIR FLASHINNG sP�°Z'�,,°,oP1O �'o s� GROUP.�LC. O COPVRIG T2013SR � I �� PR . JAMES R. STUTZMAN PJ Cartnel Indiana. ;. , , _ �-_ _ „ _ MULC , EE CIVIL M L EE IVIL _.;_., ; ... , � � �� > PLANKS -: .. : _ �_..:- - H S E A � ' , , - � � � _� � : � �.. . _,:. - ' U H, ��; � �. � c� � SITE PAVING, SEE CIVIL ; _. ,. _ , SITE PAVING, SEE CIVIL �, � , STATE RELEASE SET � -_ � � � - � ��.- : ; .. . - �:: ,� ,:__� _ _ � _ . __ . _._ _ _. _ _ , ___ _ _ __ ..- _. _ , _ �_ , ; ,, __._______.... .._ _ � ; . ._ _ .: - . . .: . - . _. .� _ _ , _. , . _ �. ; . . . : : _. __ _ , . _� . , ; . �� __ � _ .. _� , . ..__ . _... . __.. _.._ _ . . _.. __ _. _ : . _' .... �__ � , , _. :.__. _.._ . � _,_.__ _... .. _._. . _ . . S e heet Issue Date , _ ._._,,, ; i _ _.._..._' _ . , � _. _ ..� ,. . ,: _ � , , _... ... __ .. , . . 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T. __ _... _ _ __.... � . __ ...._._ _W. «___._. ,... � �._ _,..�.. __.._.___.___ _._._..�__ __ ___...____n___ _ .., . ......_.._... .._._ _.. . ._._ ...... .._ _._ . __ , ., , r .. _. . .... _._ �.. __ ___ .__ ,_. _ .. _ __ ._ _. � H EE 80 a a a: . . . . r wings: ons ruc ion oc: ui ing :. .. e: g onsepara e.p n, a e prin e: �� DIMENSIONAL METAL MATERIAL THICKNESSES ' =� �`��, ��}, FIBERGLASS ROOF � ''?"`-� PREFIN. MTL. s-� SHINGLES ON 15# FELT Reference items covered by specifications 07 71 00 and 07 62 00 '�t �� ROOF EDGE � \ ROOF SHEATHING, � , �.�� REF. S-SERIES DWGS. �' � FASCIA � �...� �� . s�a� .�._, � � � � • GUTTER, DOWNSPOUTS and CONDUCTOR HEADS .032" ALUMINUM, 24 GA. ALVALUM �_. f'� �:: f:'� 5�, i� 1/2" EXT. � �� PEDCOR DESIGN GROUP LLC PLYWD. � � • BASE FLASHING BELOW GRANITE 16oz. COPPER Architecture / Project Management: • METAL COPING .050" ALUMINUM, 22 GA. GALVALUME 355 City Center Drive Carmel, Indiana 46032 SEALANT 317.705.7979 (phone) • FLASHING ABOVE GRANITE STAINLESS STEEL 317.705.7980 (fax) ' 2"x3"X1/4" STL. ' ANGLE • EIFS LEDGE CAPPING and BALCONY EDGE FASCIAAND CAPS .050" ALUMINUM, 22 GA. GALVALUME Architect: a� • ROOF EDGE FLASHINGS, .032" ALUMINUM, 24 GA. GALVALUME GUTTER BOARD TRIM, � 2 ROOF EDGE FASCIA \`��`��S `�11ST'(Jf lT� ��ii,,� SCREEN WALL FASCIA DETL `��F' �,G�STERF �y��: F 1 SCALE. 3 - 1-0 5 O 2= �� 2"x3"X1/4" GALV. • STEPPED METAL FASCIAAND PANEL - ALTERNATE FOR REFERENCED EIFS PROFILE .050" ALUMINUM, 20 GA. GALVALUME ��Q Q- _ �� STL. ANGLE - 00033 � Z6 = � _ - � � � DIMENSIONAL ? STATE OF � 2"x3"X1/4" GALV. � FIBERGLASS ROOF � 3"x3"X1/4" CONT. �� SHINGLES ON 15# FELT � '��i �` STL ANGLE � DIMENSIONAL i� !' oyi�qRC � ; i SILL PAN WITH END DAMS �% �NDlAN� �o� i LIMESTONE PARTOF LIMESTONE WINDOW SURROUND �ii j�+�� GALV. STL. ANGLE � FIBERGLASS ROOF i i � ROOF SHEATHING, SHINGLES ON 15# FELT � �I i 1, SEE E5/A511 ) \'� REF. S-SERIES DWGS. C5 ��;; �� ! YORK COPPER THRU WALL FLASHING W/FELT BACKER, WAT E R C U T- O F F �� 12 R O O F S H E A T H I N G, A604 j:; f � A N D P R E F I N. M T L C O U N T E R F L A S H I N G. ; � � �� MASTIC � � �5 REF. S-SERIES DWGS. l ;; ; � • i, ( ;; S.S. CLAMPING O �� 2"x3"X1/4" GALV. C3 IM. - � `' PREFIN. MTL. CAP OVER 3/4" MARINE GRADE PLYWOOD. RING � � � � STL. ANGLE A502 , � `{ �' i � { By' MEMBRANE WATER CUT-OFF \ I �� € FLA HING MASTIC � � ._�ll_— `r ' SIM. B1 ; A502 ' S �' '` S.S. CLAMPING `� .• � � MTL DRIP °' —° � ; � � �� PREFIN. . � __ —_ __ __ � .__ ..... __ �_ _,,_. � 3" GALV. STL. RING � � _�_ ._._. _..... . __ _._. PIPE W/ TOP � EDGE .....:.... .. . ... CAP � FLAS NG E CONT. GALV. STL. � -� ' W HOT AIR-WELD �� CHANNEL ROOFING SEALANT } (—)r� I ' WOOD BALCONY FRAMING, SEE STRUC DWGS L�, _ ' SEALANT 3 GALV. STL STL. TOP CAP ♦ / PIPE W/ TOP OVER PIPE W/ NUT MEMBRANE HOTAIR-WELD FASTENER ° � LIQUID APPLIED VAPOR BARRIER OVER 5/8" EXT. � CAP WELDED INSIDE MEMBRANE _ � SHEATHING HOTAIR-WELD FLASHING MTL. CAP FLASHING `�� - � FASTENER �� 4"'MiN � � � � 11 1 � �� SEALANT �� —� �� DIMENSIONAL � EIFS TRIM 46, SEE A510 FOR DIMS. �� FIBERGLASS ROOF � �� =�` SHINGLES ON 15# FELT 'i� � , �� _ '�� USE 4" CMU BEHIND BALCONY ASSEMBLY °� � � � _,w ICE AND WATER SHIELD ' A502 ; � p �'� � � ----"-- ROOF SHEATHING, EXTEND 18" /CFq �� 1'-5 1/8" DIRECTAPPLIED FINISH SYSTEM OVER 5/8" EXT. ; KEY PV'1N REF. S-SERIES DWGS. �XTF p� �qr APPROVED BY F NESH ANUFAC URER.� SHEATHING TO BE BLDG D F � � � ICE AND WATER SHIELD '8, RSti�F�p `'' EIFS WINDOW HEAD 2 OVER MASONRY VENEER. DO NOT SCAI.E: NTS CONCEAL WEEPS. SEE F1/A511 ' - - - - - - Developer: 3"X3"X1/4" STL S OORIES DWGSEF P E D C � R ANGLES BOLTED -'---" TO PIPE AND 3"X3"X1/4" STL. � • �% TRUSS ANGLES BOLTED , � v C'%�� TO PIPE AND �C� TRUSS DEVELOPMENT CO. ROOF SCREEN PIPE DETL �% ROOF SCREEN PIPE DETL HEAD DETAIL R F/W a� LEVEL 3 DETAIL-6 F 2 SCALE: 3" = 1'-0" E L SCALE: 3" = 1'-0° D� SCALE: 3" = 1'-0" V L SCALE: 1" = 1'-0" Project: x ;t ` :{t }' ' ; :� S � iI �; �; f` �� } � C3 � � YORK THRU WALL FLASHING �1CROSS B3 � � `._ � ' � � 1 � � � � , ; � � #? ` f � , � i � �; � A502 A502 �i ; i I `� jE ! 1 � o� E,, YORK COPPER THRU WALL FLASHING W/ � � LENGTH OF WALLABOVE ENTRY � � � � � � � • � _ ' � ; � � � � ; E � � +� 4, +� 4 . . ._._. ._�. _—__ �.__�._ �� :I � f �" � i . . � _ __ _ _ __ _ _. ._. . _ __ ____ . _. _.._ . , , . ,... ,. � � �.. •:::�. � ��:�:. ��:::�:.• .�:�:. : � .,.. _ � �� 1 ; COUNTERKFLASHINGOVER VC � . , . .. __ .. . -__. , � SECOND FLOOR _ .. . , _ _._ _ / SECOND FLOOR �: � -_ ; ,. �— 1 - �--- ,; :; , �� FLASHING CONT ALONG � � / I PREFIN. MTL. LEDGE CAP, FLASH INTO �YY`Y � � �� : � � � { ` ' � � � , BRICK C5 �.`. I 1 � �� E � , � :i � !": f � � � i ; ; �j BA CONY.E �, � A604 _�� r I ;� � E � � ! E!::�! � .� ; � ,�',.�" I � � � „ „ � �; ,; ; • � � : , ; : �; COLORED PVC ROOFING MEMBRANE OVER � E £`+ 1 ♦ ' � � � `' i `� '' ,E 'i,� i i; ;� ` I ( � i € ! ' �! 3/4" MARINE GRADE PLYWOOD OVER 1/2" � � � � ` � S�M. B'� + , / :` � r� .� f� E �_ ; ;; tt � � !J �.. ..� �„�; �R _ ... � '''�; RECOVERY BOARD, SEE TYP. DETAILS. � � : � ,, / A502 ��''�'' B3 ` :� '! ' 'r i, �" ij ! �r j � _..... W M � I � 1� r''� LIQUIDAPPLIEDVAPORBARRIER A502 :� ;� ��' ;� : �� E ! il, ._._.__ ,, - U f� ,, __oi � o MTL DRIP EDGE .� O t � 6 ~- , � �. ; �� "� � � � ; ��,; USE 4" CMU AND PRECAST LINTEL -- , �` � � � � SIM. B4 � �- - � � - � - � : ; � � . r. � �_ .._,.. _. _ a. _ _� � `�� = , ^` � PRECAST LINTEL, REF. S-SERIES ' -� BEHIND BALCONYASSEMBLIES, REF. � '• �' "SEE F5✓A504 FOR PICTORAL � W� R-30 BATT INSULATION ABOVE � ! S-SERIES DWGS. ( ', - A502 � SOFFIT. DWGS. R-30 BATT INSULATION ABOVE � �ao DIAGRAM OF ROOF/NG DETA/L� � � � �� f � � Z > - - � � TRIM 4B: INCLUDING EIFS, AND PLYWD � , ` � ; CAP SUBSTRATE SOFFIT. ■� � � , � � � s �'� R � .. BACKER ROD AND SEALANT = � STRUCTURAL SHEATHING BACKER ROD AND SEALANT , ! y,; y, j V � � 2x BALCONY FRAMING, REF. S-SERIES DWGS. � � LIQUID APPLIED VAPOR BARRIER ' � ------ � DIRECTAPPLIED EIFS FINISH OVER � DIRECTAPPLIED EIFS FINISH OVER j -%- STRUCTURAL SHEATHING � EIFS TRIM 4A (SEE A510) � , � ->; ; ; ; ;, , 5/8" EXT. SHEATHING. 2x4 CEILING 3 5/8" EXT. SHEATHING OVER 5/8" EXT. SHEATHING. 2x4 CEILING ' ,;;;;; ------- --.- -- - - --- --- ---- � FUTURE TENANT SIGNAG I C .� , FRAMING. EXT. SHEATHING TO BE �� ; ', °' ; E, N. . . � � � °' °' -° � FRAMING. EXT. SHEATHING TO BE -- -= -=-- --- -- 2X WD FRAMING APPROVED BY EIFS MANUFACTURER. APPROVED BY EIFS MANUFACTURER. '' '� '��'%' ' USE 5/8" P.T. PLWOOD IN LIEU OF HEATHING SIM. B2 ;� ;� W �... _ , .... _.. �� _. ,.; � S _. BACKER ROD AND SEALANT A502 � DIRECTAPPLIED EIFS FINISH OVER �`�°� � O BACKER ROD AND SEALANT i,i TO ACCOMMODATE FUTURE SIGN / 1 5/8" EXT. SHEATHING. 2x4 CEILING � F� ATTACHMENT '^ �-� FRAMING. EXT. SHEATHING TO BE LIQUID APPLIED VAPOR BARRIER �» '�"� ':,'� 3/4" EIFS VENEER ` '` DIRECTAPPLIED EIFS FINISH OVER 3/4" EIFS VENEER � � , � R 5/8" EXT. SHEATHING. 2x4 CEILING ; APPROVED BY EIFS MANUFACTURER. ,,'%;, ` USE 4" CMU BEHIND BALCONY ASSEMBLY EXT. SHEATHING FRAMING. EXT. SHEATHING TO BE EXT. SHEATHING — ++� � O I BACKER ROD AND SEALANT � STRUCTURAL SHEATHING � � � I ' APPROVED BY EIFS MANIJFACTURER. ; � �- M LIQUID APPLIED VAPOR BARRIER � LIQUID APPLIED VAPOR BARRIER ` 'y�%�'�� ; W � LIQUID APPLIED VAPOR �ARRIER � � ' __ _ .._..__--____ _ __,_.._.__._ ..� .�...___._ BZ � PART OF EIFS ARCH 1, SEE '%i A502 �; � C1 � BACKERRODANDSEALA�NT ; E5/A511. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ �__._ � ._..M .� �� / �j A604 �° -�i� C� ' ` ,_� STEEL BEAM AS REQ'D AT LOCATIONS � PART OF EIFS ARCH 2, SEE � � A604 `' ___._.�_._.._._...____ - TYPE'X' 5/8" EXTERIOR SHEATHING. ; „ �; „ E5/A511. TYPE'X' S/8" EXTERIOR � ` ` _ �� ' "" LIQUID APPLIED VAPOR BARRIER �� .��__� � �- INDICATED IN S-SERIES DWGS. ; _ � ; 3/4 ; 3/4 LIQUID APPLIED VAPOR BIARRIER SHEATHING � ` "? � i� A604 �� , „ �� ` FRP COLUMN COVER(COL 2), SEE A513 10" � - 1 � i i ; � ! 4 -7 1 /2 �._ � _ ' . THIS AREA SIM. TO DETAI'LS ON ; WOOD HEADE , EF. S-SERIES DWG ; R R S. t , , �--.-.. ; ; ; � r ,' -:._---:— .... 5/8" � � � ' ` # { D4/A504 � � _ - DIRECTAPPLIED FINISH SYSTEM OVER WS D E NTRY CAN O PY �� EXT. SHEATHING. 2x4 CEILING FRAMING. EXT. SHEATHING TO BE APPROVED BY FINISH �� SCALE:1" = 1'-0" � �� MANUFACTURER. '' ; ; � ' :: F/W L EV E L 2 ETA I L-8 F/W L EV E L 2 D ETA I L-5 �OPYRIGHT 8 OWNERSHIP OF DOCUMENTS �� J/ THIS DOCUMENT ISAN INSTRUMENT OF SERVICESAND IS THE SOLE D4 = � PROPERTYOF7HEARCHITECTANDPEDCORDESIGNGROUP LLC ALL SCALE: 1„ ��0„ SCALE: 1„ ��011 INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NO7 TO BE CONS7RUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGHT, INTELLECTUAL PROPERiV RIGH7S OR OTHER RESERVED RIGHTS. ALL INFORMATION COMAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP. lLC NO PARTOR WHOLE OF THIS DESIGN, THESE DF2AWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESUITING BUILDING OR BUILqNGS MAY BE � DUPLICATED, COPIED, EXHIBITED. PHOTOGRAPHED, PUBLISHED, MODIFlED OR OTHERWISE DISTRIBUTED IN ANV WAY WI7HOU7 THE SPEqFIC AND PRIOR NRITTEN CONSENT OF THE ARCHITECT. JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2013 MEMBRANE TERMINATION BAR W/ .�MESR ST�nM"" "" °a`�""�a"a. MASON INSTALLEDALUM. FLASHIMG ALONG ENTIRE BALCONY LENGTH B�d S'et COI1StRIC�lOC1 DOCUCII@I1�S ' ' � -��,�"� WHERE MEMBRANE MEETS MASCINRY, A504 � ` �; � �Y SEE TYP. DETAIL B3/A502 - _.� �-`�� --- . ....-. � �� - - --- `------„ �- � -�`� �� Set Issue Date Sheet Issue Date ��- G F_ ,�,�, � PREFIN. MTL. ��`��,__ ROOF AT NORTH ND SOUTH ENDS � . _; _ -= � ' � �� ., � � � 05.15.2012 �T~ ` � MEMBRANE TERMINATION TO LAP ROOF EDGE OF MECH. LOFT. SHIM STL. AS REQ D. � __... � .d __... .�_�,.. ._ , " OVER ADJ. METAL EIFS CAPPING FASCIA � o I Drawn By Checked By � ROOF SHEATHING, EJD, JLS, JAW, AJR JAW ; ... REF. S-SERIES DWGS. aS 2VISIOt1 ate: . --_..�_._,-_.�^1 _:... � � 12 Construction Bid Set 02.20.13 � Parcel 9-54 Bid Package PVC ROOFING MEMBRANE OVER � � �� —� 5 ��— E2 Parking Garage and Ramp 02.20.13 ,` ENTIRE BALCONYAND EIFS � 2 x3 X1/4 GALV. � � A504 DIMENSIONAL u a�x ,� x �`�`""�-�—_. PROFILES AND UP 3 COURSES OF 3"x3"X1/4" GALV. STL. ANGLE FIBERGLASS ROOF , �� °x � � ' � �s� �xp�`y �F'�� ( „)' STL. ANGLE SHINGLES ON 15# FELT _Y�k. .`. �ri Y" �` ��'� � . +�.,'�" . �RICK 8 . � — . . � ' � - : � , l , > �� x ` I �� 3 1/2" TOPPING SLAB O�R 2 1/2" POLYSTYRE E BOARD, OVER 12" PRECAST PLANKS �� , r�� x�,�; , � � � _ = f - } � 3" GALV. STL � PREFIN. MTL. DRIP � � �` PVC ROOFING MEMBRANE TO LAP � � €� � i._ � y � � " ' � ��`'~�-� � ; BRICK PAVERS OVER ASPHALT COURSE, SEE CIVIL DWGS. PIPE � o � EDGE D2 �;�� = �� "�x� � � �x� � UPWOODCOLUMNTHATIS ; �; .--- ----- � A504 '" ` `''� -� �` `� R x ��'� X UNDER THIS COLUMN WRAP. USE � � ``:, ;; THRESHOLD IN FULL MEMBRANE I I � ROOFING ` - �' '� � ' � � � BED OF MASTIC FLASHING - � — ��; `�� , � � � �� ,. �> � k TYP. TERM. BAR. REF. DTL. I � ' ; , ; � RooFirv� nnEnnaRaNE � ^ � "a > � ;� � �.,x� . � x - y x � I C2 ' ; ; WATERPROOF MEMBRA E ' MEMBRANE � DIMENSIONAL � .� , .��. �_��;F� ��f�>,� �. ,�� x �ti �� C5/A513 � �..� rr - � . x� . .,� x �. � ��'� � n •�-I- � °�..� y _ I FIBERGLASS � �- _� _ �� , . _ ,; f� �. � , ; ,, . .,> � � �' � ''' �,,_��-;' �� } � � ' � �';� � ' 'tx � x X � x A604 ' 24"X36" REBA 18" O.C. 3��X3"X1 /4" ST . � - � � SH� NG � �x a °' ° x ;� x� �_ , X� � _� � � � I ` � ; OVER 10 PRECAST PLA K L ,: � -. -. � f- � � , x >�>�, � . x � �.e , � MEMBRANE TERMINATION BAR W/ , � R @ ANGLES BOLTED o o LES ON < ,# ' y ;. �-r; ,: f�� ,,�:< �n Y��.�. ,� g�"..�X� ;r� �, �� .: :. -ry.,.. ... .. ..._._.__..__..___._._ ......__.... _ �_. ._ _ __, o _� o � � 15#FELT Pro'ectNumber: ' �- � -'� -� x � �� >.� � x � �� x 1 RIP EDGE ALONG ENTIRE --- _ To PiPE aN� I 1 , � ,., . , .. ,t i �, %,;,--' ,�.,-9 � � ,�>��; ` � ;i`� , �� rf {x�x�� h BALCON AIL � I TRUSS . . 3 �� . , - �� ,� , � X k x � x.� �� EGDE OF Y, SEE TYP. DET . -�= : �'�� -� ,.t ; ; ��.� � z - � ��: ,� d � . � x� � �� ; �� .,� B4ia5oz ---- -- ----- � -- — — NAS H B U I L D I N G �� :� �� ,. k �� F� WD. TRUSS, REF. � � � � .r,°'yr ✓v"' s �r` �'�,�t� �.1�C x,� r ,3� k .. . .. . .. . . . . .. . . . . . .. . .. .p. . . .. . .. .. . . c � �;�✓i � !'r : o' ��t . .� X� . �.� � r-, �.'". . � x ,' � , �.�, � ,�xx � _ A504 " ` � �; � � r� ` STRUCTURAL � / ,• - � �,x, .�— �� ------� � ,� �,,� � ,` �".�'-0 �� Y � , �A t • . DWGS. Sheet Titie: �� ,,. -, ''� �� , �z� f � xx x :�� EIFS TRIM, SEE WALL SECTION $„ 'C � �- � _ ,.� �E�� ,��,. ��;� i � �:� .� � ARCHITECTURAL 4�_3„ � , �� , : , ��,r � ��;, �t� �, :� � � o � � .x�.� �, ;z �� : ��f �, � � � � DETAILS (CONT) s , � f �� f.' RX WATE RSTOP o �>t ' � � � -� `,..�� ; ' �`-�'°�-� �� '� �� r,%''�e' �-e��✓ y' a� � :�' �� .4 ;*. -' �� i --�- �i � � e i� { �4�' � � ��`�'� �--i -S,� 8" x 6" CONCRETE SLAB � �`-�„ �' � �..�, �� ;,�,��,;?��. *NOTE: METAL RAILING NOT SHOWN IN THIS IMAGE FOR CLARITY REF. DETAIL j BE►vTONiTE sEa�wi � � �� j.k��`� ��,j`��`�� f �� ,�,� � � , t�� _�,� �, � �;_ Sheet Number: + TERMINATION BAR }��'�='�� t � �; �.� C2/A512 FOR ROOFING MEMBRANE INTERFACE WITH RAILING POSTS � VOLCLAY WATERPROOFING � o� 'k� �.-� �}�;� �,�� ,.`�� OVER CONCRETE FOUND. ^ ' �'�� " .��y , � �: k ;��., ,.. � � ��,�. � ,:� WSD BALC MEM DETAIL 2 @ GRADE DETAIL-4 HEAD DETAIL � �� SCALE: 1:538.77 �� SCALE: 1" = 1'-0" B� SCALE: 1" = 1'-0" / � �� _ _ _ _ _ _ _ _. _W �.. . . _ _ _ . _ _ _ .._..._._ _..____._ _ _____v_._ ______.� _____ ___..v___-- - __ _,_ . _ _ _ __ ___.. . . _ _ _ _. .._. _ _ _. . _� _ _.. ...... __.__ ___.._. . __�__. _s_._.._... .�_. _ ._ . _ _ .. . ,. _ ....._ . _ _« _ __ _,___ ... _ .W.�.w. __ _ _ . _�. . _.__. . . _ _ __ _ .. _ _ _ _ _.._.. _ _ �__ _ . __�_ _ � _ _ _ _ __� e_ .. __ �__�n r _ �ee.e��__ _ � _.. _w � _� __ __ ____ _ .,. .. --;,-- SHEET 81 OF 139 : sers esign es op g onsepara e.p a, a e prin e: , ,, _ „ ; ..,,.. _.__ ._____,. ...�.._. .____�. ��_,__a. - _..._ . - _.__ � ._ .,..._... . __ ___.... _. _.... __ ._, _..,_.. __� ____.._._ .,, ... . . ._,_.,_. .._ . ,. .._.._ . .._....:_.,_�,...._... _..:�... ....._. . ...._:.. . �,>...... _._ __._ .......__�._� .____..__.__..�..._._.�,,._.A.__ _..._e�,__ __ _ ... . ....... ...._ �. a __..... ,.,. ,,., . . _ . _. _ _ _.. , . _ . _:__ ___ _ _ _ ... . __..._. _,,... _.. ._,�_,,,.. _ . ., _, _ . ... _ . . .... . . .. ......_ ._.,,. _.._ ...,__.__..�,.. � ... �_.. _. _:.._ ...__rt. �.. ... ._.�_ __ _ ,.._._r ..., .m...._ __.W�..._u _�....�._ _ __ .__ _ ._____,. . .. . _._ _ ___ �`'�� . PREFIN. MTL DRIP EDGE. -- __.___._---______ __. _ __. . _____. _ _ _�_--_ _�..�ma_,�.---r._.,__..r- -_-_ ____ _. __ . �-�� TREATED 1x6 WOOD DECK {�'� � A4 �"`�-.�� CONCRETE STAIR � � ��-� A502 ��" �.� LANDING TOPPING }� "�` REFIN. MTL COUNTER FLASHING � �� NESSES i � � _._.. �...____ METAL MATERIAL THICK � v��'��. MESH �,:� ��, �� -�. � �� SIM. B1 D2 ` A502 (3) #5 REBAR AT ' '' � ` � � ` '� ` ' ;� Reference items covered by specifications 07 71 00 and 07 62 00 -� �� _- AS�� -- �-- __ _ _ _ . _ -� � � t�� ?� DOOR OPENING PEDCOR DESIGN GROUP LLC �' "�'� � ' ... . . . _ _ . _ . . _ . ,_._ : Architecture / Project Management: � _ _ � � 355 City Center Drive • GUTTER, DOWNSPOUTS and CONDUCTOR HEADS .032" ALUMINUM, 24 GA. GALVALUME TRIM 5: EIFS INCLUDING Carmel, Indiana 46032 PLYWD CAP SUBSTRATE, • BASE FLASHING BELOW GRANITE 16oz. COPPER AND PREFIN MTL CAP, ; ' ::: : :.: : : : ;: :.::.: : : : : _ :�: : ;: : : :.: ; : :•: : : : : . �: :.; : : : _ : : s: : . . . 3 317� 05 7980 (f x)e) SEE A510. SOFFIT 1: INCLUDES SOFFIT, VENTS, � PREFIN MTL WRAPPED 2X WD ° Architect: • METAL COPING .050" ALUMINUM, 22 GA. GALVALUME WOOD BALCONY FRAMING, GUTTER BOARD, AND 4x6 GUTTER ' '� 3� � �� REF. S-SERIES DWGS. � ;�� ' • FLASHING ABOVE GRANITE STAIN�ESS STEEL CORNICE 1: EIFS � LIQUID APPLIED VAPOR !�-----� \`\\`��uuuuu�►rripp�� • EIFS LEDGE CAPPING and BALCONY EDGE FASCIAAND CAPS .050" ALUMINUM, 22 GA. GALVALUME BARRIER OVER 5/8" P.T. 'i \\\\��SR.STUTZ �fi�,,�� PLYWOOD OVER P.T. 2x12 � LIQUID APPLIED VAPOR BARRIER '' F4 OVER 5/8" EXT. SHEATHING 2x10 FLOOR SYSTEM ;a `�� '�ST ERFO 9Z' • ROOF EDGE FLASHINGS, .032" ALUMINUM, 24 GA. GALVALUME STRWGER A604 �� v�� 00033126 = " REF. SERIES DWGS - GUTfER BOARD TRIM, 3/8 PAINTED ROUGH CUT CEDAR � � ;/ � — _ _ ROOF EDGE FASCIA TRIM, DO NOT BLOCK EIFS WEAPS '— '�'� � �� = ; % STATE OF � � I I j BACKER ROD AND SEALANT � NQIAN o 1x12 PAINTED ROUGH CUT ;; ; : � P �� • STEPPED METAL FASCIAAND PANEL - ALTERNATE FOR REFERENCED EIFS PROFILE .050" ALUMINUM, 20 GA. GALVALUME � ' x � '��i�, ��` � C E DAR TR I M `: � � - -- ii��i��qRC ` � DIMENSIONAL S.H. WINDOW nt�n� �� FF IT DETAi L-9 STAI R/FLOOR DETAI L-2 FIBERGLASS ROOF C/�/�� Q SO ` SHINGLES ON 15# FELT IF/ V V LEVEL 3 DETAI L'�J B 1 SCALE: 1" = 1'-0" A 1 SCALE: 1" = 1'-0" ; ' ' � f � �j 1 SCALE: 1" = 1'-0" , SHEATHING, WITH SELF- � � ` I ADHERING UNDERLAYMENT, � ;� YORK THRU WALL FLASHING E � � REF. STRUCTURAL " �I I' '' ! W/ END DAMS AT DOOR � By' II 1 � BACKER ROD AND SEALANT, ; � � I PRE-FINISHED METAL � : SEAL ENDS OF MTL. ALSO € � � FLASHING ' � � � � � � , , ; , � � � � � ; H.M. DOOR � � � � ; i " PREFIN. MTL. FLASHING, � -� EPDM ROOFING DIMENSIONAL —� � ' I SHEATHING, REF. i� SEALED INTO BRICK, DOWN ` i w MEMBRANE FLASHING FIBERGLASS ROOF j I�r7 � S-SERIES DWGS. OVER CMU, UNDER WD. (3) #5 REBAR @ #i SHINGLES ON 15# FELT DECKING, OUT ON TOP OF EQ.SPACED IN ' LIQUIDAPPLIED A.2 __. _�, ____ �p. L��R__.. -.__. OPENING EPDM FLASHING -.. ��.. -� i� �� #5 REBAR ' L.�� , MOISTURE DOUBLE TRUSS AT ROOF SHEATHING, __ D a MEMBRANE REF. S-SERIES DWGS. T.� "� v ; HOTAIR WELD END OF ROOFOLO T � � o " n • D: EPDM ROOFING n ; M E M B R A N E I TREATED WD. 1x6 DECKING ' � D p D P _ � � I I � � PREFIN. MTL. EPDM ROOFING � ROOF EDGE _ TREATED WD. 2x LEDGER, • . . :• , , , . .• , • �� dl Z MEMBRANE I FASCIA � . , . , . . . REF. S-SERIES DWGS. P � � INFILL TRUSS WEB W/ � . . , , as° . . ;� 00 2X6 WD. STUDS AT 16" � ' • � � � ' • �, • O.C. AT NORTH AND i SEALANT � O STS BE OND � .'.f • . � � . ' , . ' . • • • ? . . � • SOUTH ENDS OF ROOF . DOUBLE TRUSS AT ' • "' � . . • . . ' • ' • . KEY PLAN LOFT � NORTH AND SOUTH . � • • . ' . � �• . ' • EPDM ROOFING � � � - � ; • • • • „ • - . , . BLDG D END OF ROOF LOFT �� SCALE: NTS MEMBRANE � } � � � �� ' � � � � � �� r � Y� � WD. TRUSS, REF. S- �� -° �" ` •° . , � � �..,_____ : �� j ` � � ��' 3 �'�c�c .�,��t,z''�" ` � � � D p SERIES DWGS. �_ : � � ; � � "'�- � : .: o � . � p 5/8" EXT. INFILL TRUSS WEB W/ � ��'� � �� '�ri ,� � �'��,'�� ` �� ° P � � � ° � �. o o Developer: SHEATHING, REF. 2X6 WD. STUDS AT 16" �W� �,��. �" _�rv � ��x ,�� . ' S-SERIES DWGS. O.C. ATNORTHAND � � �-� � �� P ° o P o P E D C O R WD. TRUSS, REF. � ' �` � � � ` ° SOUTH ENDS OF ROOF ' �� 'D �� '�� ,.�� ° ° . STRUCTURAL DWGS. LOFT _ �_._ ��._�. � � � - �, � � � � f �� ` �G� � � ., —� ` �" z .� �, s �, �'� �� ', � /_' � = � � � - " �%�� f F � DEVELOPMENT CO. DETAIL 14 TYP. THICKENED SLAD D =---_ _ _____ __ _ BASE DETAIL ROOF LOFT BASE DETAIL ROOE LOFT FASCIA DETAIL AT ROOF LOFT LEVEL 3 Z SCALE:1�� _ ��-o�� Project: ,„ � ��_ �,� � 2 SCALE: 1 1/2"= 1'-0° �� SCALE. 1 1/2 - 1-0 , � 2 SCALE: 1 1/2"= 1-0 �� SCALE: 1 1/2 - 1-0 � � �E � t .� ;� a€ ;e j( E : f1 i �� i f ` ; � � � i � ! i � _: j� PREFIN. MTL. GUARDRAILING 11 � i �� I i �; r� � , { . WD. TRUSS -- - - -- - � ; � � � � , ; � ATTACHED TO WALL BEYOND, SEE ' � � € ; � �' � ( � i { DOOR I � � �*SEE F4/,4505 FOR � A512 � � � � � � � � � ;; �; BEYOND, REF. S- PICTORIAL DIAGR,4M , ; ! r� _ `>, ; : � ; � � � ` � THRESHOLD IN FULL j � � SERIES SHTS. * � ' RI�BE� #20(l�lt�,-ME.MBR�lvE - , �: ` _ ` 1 � : � OF R�OF�NG �ETAi�-S : } , _ _ _. _ , _. . �; i ; „ } ; ; E D OF MASTIC ! F i i I A � � BE � OVER 3/4 MARINE GRADE PLYWD, �, ?; � TREATED 2x8 ? -` � �! E I f= a� � OVER 1/2" COVER BOARD I; ; i � TREATED WOOD DECK :� ; ; s �; s SEALANT' RUBBER PAVERS, EXTEND OUT MTL GUARDRAILING :€ _ � :� � �� 3 �e �� ATTACHED TO 2x FRAMING � s� '� (: ` C PREFIN. MTL. FLASHING, � � PASTMEMBRANE _.. _ . _. __ _ ..____ . _ ___ _._.. . __ .___ __ _.._ . —. ___... FINISHED FLOOR � � � 61 �� I I ' A502 SIM. PREFINISH METAL FLASHING � � �; _ _OVER TREATED 2x8 W/ END �� TRIM 5B: EIFS INCLUDING �� -DAMS AT JAMB, UNDER WD. � PLYWD CAP SUBSTRATE, AND ( 1 TRANSITION DECKING, OUT ON TOP OF � O � PREFIN MTL CAP, SEE A510. I i-- PREFIN. MTL BALCONY CAP WD. LEDGER � ,...._. .. . ...... ..... � � AND FASCIA OVER 3/4" PLYWD �" '' �°`' L A4 . . . . . �-- � _ _. _ � _,.n ._ � � � N I .T. WD BLOCKING A502 SIM. I. B� ' � � "`° i I A502 TREATED WD. 1x6 DECKING U � O t � LOPED 2x WOOD JOIST � � �� ; EE A51 ) � � � �..._..._ __.___.__.___,..__, _.... � � � � ' IFSTRIM ( 5 S 0 � � �� .;� RICK VENEER /8" EXT. SHEATHING TREATED WD. 2x LEDGER, � � 3/4 PLYWD. REF. S-SERIES DWGS. �+ �� Z SHEATHING , � IQUIDAPPLIED MOISTURE � � OVER 2X WD. = I MEMBRANE OVER 5/8" ExT. PAINTED CEDAR TRIM WRAPPR STUD INFILL. � � SHEATHING COLUMN @ TWO SIDES = � � � U � � $, — WD. FRAMED _ ' tFS HEAD 1B OVER MASONRY METAL, PREFINISHED CAP TREATED WD. 2x � MEMBRANE TERMINATION BAR � PLATFORM VENEER, SEE F1/A511 . DO NOT JOISTS BEYOND / CONCEAL WEEPS. ■ � FRP COLUMN COVER � � � BENEATH EIFS, CONTINUE INTO DOOR 40'-11" C4 � (COL 5), SEE A513 �CEDAR TRIM BEYOND� � � � JAMBS, CONCEAL RUBBER WALL FLASHING WITH PREFIN. MTL. COVER T.O. PLATFORM A604 I YORK HEAD FLASHING � , I IQUID APPLIED VAPOR O U FLASHING, SEE DETAILA3/A502 l , BARRIER ,v ; ; . i�' .:r'' t¢ Y FXx� f��A h Y (.� `�* y .. KJ3�.%�x-,..-. ;� . . ,,, _ 3� � . , . ,: .Y ,,5. . t c � 'l 4 ,i . � i �,Y7 x �� l�d, � f g � .-: h =„ a vS�':x � '� i} d i �Ix�� i'�.. �17+,.i�.,; _..:: � � � -- , ADDITIONAL SILL PAN TYPE FLASHING MADE FROM ��,x �� { o PLATFOR OPENING � �' /�/�� FIN MEMBRANE. THIS FLASHING TO � � �7� � F/ V V EVEL 3 DETAI L-1 1 � RUBBER ROO � �� x h��t�� r�� ; {�1 F/V1/ LEVEL 3 DETAI L-12 F/W a� LEVEL 3 DETAI L 14B 7 z� f x � s z�.v.r �y K x� ?,^� a _�-( , .:� � � � � -" - � .:�K ( f , 1 x�hr, ��, .,�'f � � �} h.>, ��,r,�,�?` . INT DOOR JAMB OVER EIFSAND TERMINATEAT � `" � - ~ ' . _ - _ GO 0 � '� " _ EF. S-SER _ _ -_ � � -� ,� Y� � � � �rx > � �� '<� � JOISTS ALE' 1„ �� k� � < � ,:,z� ��, �-. . _- :: „ SC �- � � ; � �w.� �� 3 ��, �� , >_, x� ,� � � - DWGS. _ . 4 R ' C3 WALL, AND BENEATH THRESHOLD. SEAL DOWN � = � � � � '� ' � � � � - � - .i lf � . y�£;; T� ....dvl {.." vft �` lrfY�{ � l.�{ ....,.. .,..,... _ � " " 4 �s k AF l�f Y- ..- , _. LOOSE EDGES WITH POURABLE ROOFING SEALANT � ''"' r' '�� r ' X'"h ' ` }' � PREFIN MTL GUARDRAILI U � _.. . k � „' � . 1! f ... } . . .... °y ; .: �:;m. , �� ; �� r; .�� <, �,:; � �r,� %t _ _. �:,_ . ,,- :_ , � o . . NG 11 TREATED 1 x6 WOOD DECK :'"� � � � �� ' > }a' "�`�'> `�A'� -_`>'>� �� y '� _ _ . � HEDTO WALL BEYON , EE TREATED 1x6 DECKING .�-.,?� ;,,,;,.-.. .X/,�*��,;(2�%��ksftia�ts�5i�'ft��' J��x�x . .. _,., - -_::. 10 H 2X WD WD TRUSS � _. __ , BEYOND, REF S- , . ;.- . . `:.; -.: a;: .,<� } �,��}x � �f�«� xr��8,h '� rx.,�� _ `_ _ ...., . .._ _ STUD INFILL ,4TTAC D S .,-_ _._,.,, ,.: ��;,z > rw4 »��< -�� „> »,, __ .�,_ . A512 , �;� ; ,,� ,:._-� , ::._,,- �:<�� ?xx3:��<tiv,,�.._� r�� rr -r. ,�.r ,,.,;� __...: - ; __..___, _ _-.: _ SERIES SHTS. _...... _. _ ... .__...._ ..... _ -_,._._._, ; ; �- IN P .. � _ MN COVER NTER FLASH G RUBBER ROOFING MEMBRANE OVER ENTIRE ; , ,��.,<, ; , < , � -� .;>; � �. , ,h,,�5t� ...�-.� � x ; ,_=. ; _ .- ;: BETWEEN ;� ; � RUBBER ROOFING MEMBRANE �E ; � ,= FRP COLU � PREFIN. MTL COU BALCONYAND 4" OUT ONTO METAL EIFS CAPPING, ' �' � ��" �� "�� " - - � �x�" _ ___ ,_,._ . -�--_ � � r;h ��,; } , �?� _,�- ,`�=_ _ !�___.---- TRUSSES ;; : � OVER 3/4" MARINE GRADE PLYWD, jC ;', (COL 5), SEE A513 __ _._. _. _. ___.. _. -�- * �_ �"`" �" _ � � � F �___ -�--'�----, y-J =_._ AND UP 8" ONTO BRICKAND WALL : ��- -��- � i � � ` �'. ° , .mJ uLL ,.. y �- !�� OVER 1/2" COVER BOARD �� ; � �r,�,---- �" w ; . ; r ;�_, � ___..... _ . _. # - "`; ; :i �;` EXTEND PREFIN. MTL. ;�_ _.,_... ° �, � - - � ' =-�-- =�"�'_ -' PAINTED STL. , 8„ �„ RUBBER PAVERS,EXTEND OUT '` _ __.�....__ FLASHING UP POST B1 � � t� � �:� � � ��..:. � � :_.�.:= �._...__ - - ; � -- - - T==J"� - � = LADDER, SECURE r,°x � ,�� _ E EDGES OF MEMBRANE ON METAL � '-;� ,,�, � �. ,: Y �� #��x�,; �� ' x�'��,�x�� <�� `�F� - �-_ . ,:- sE SEAL LOOS - _..__ - � . ,.� . �� `�° � f� � � �r-+ < + y� _ ` _ . LADDER TO 2X WD. �� E F4/,4505 FOR PICTORAL A4 §r ._ >,, u ,� < � r�>�x .... __ __..._ . ^ _ P A502 EIFS CAPPING WITH POURABLE ROOFING F r -,° ;� �� x�; ,� x �;� �;. ; STUD FRAMING ROOFING DETAILS` A502 TRIM 4B: EIFS WCLUDING PLYWD : -. . , _ < { „v S df�' � } 'kY_ _ Q SEALANT. � �� -� g�'�' � t ' r} x�x ' � ';��"� � �� CAP SUBSTRATE, AND PREFIN MTL . � _. _ _ _ - . , ,� _ - , ,�. >d �� sr x:._ v, - �rx k°� � � CA EE A510 _ _,.�-. _ _- __ ___ � � - <.; � __ �; _ _. ; _,. - - -- s- �-�.s f ; � COPYRIGHT & OWNERSHIP OF DOCUMENTS � 3 ..,K � .., � � -' � � __ _.___ � � �� MEMBRANE TERMINATION BAR W/ MASON INSTALLED °, ,. Y` ' � �� " w ` SIM. � A502 THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE .� x � �� '� -'"� � �=° - � : ` . WOOD BALCONY FRAMING� PROPERiVOFTHEARCHI7ECTANDPEDCORDESIGNGROUP, LLC. ALL x,.m: ALUM. FLASHING WHERE MEMBRANE MEETS `" REF. S-SERIES DWGS. Eo^S � � �-__...�. . �, �---- - ... o ._ B 1 MASONRY. CONTINUE INTO JAMBS. SEE TYP. DETAIL "� A - AND DISTRIBUTION 70 OTHER PARTIES IS NO7 TO BE CONSTRU i -_._.,,_. .. ...,.,,_ . .. . ...... ........ ..... ._. ... ,,..... PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGHT. ' ,.,N 4'n.' Y-'��' F_ E'- ... �� A5O2 TRIM 4B. EIFS INCLUDING INTELLECTUALPROPERTVRIGHTSOROTHERRESERVEDRIGHTS. ALL � " PLYWD CAP SUBSTRATE, B3/A502 � ,. '� � �.��> � , � � - _ � < :: � � �, t�i x x r � _ . . . � _ .. ._' ' .. .. � -==::="�- d ' . _ . . ::. PEDCOR DES�GN GROUP. LLC. NO PARTOR WHOLE OF THIS DESIGN, , ` x ___,_ _ _-.:: � ::_,,. __. AND PREFIN MTL CAP, LIQUID APPLIED VAPOR �Rr�o�oFr� �� _ RK OF THE ARCHIlECT JAMES R. S7UTZMAN. AND -- � r�`a' r W THESE DRAWINGS OR THE RESUL7ING BUIIDING OR BUILDINGS, OR � � � -�, � - '�' � y � a ��: y� x � �� . RESULTING BUILDING OR BUILDINGS MAY BE � ..�� , 4�� : M xy y; }f4� < , TRIM 4�. EIFS INCLUDING - SEE A510. BARRIER OVER 5/8�� P.T. DUFLICATED COPIED EXHIBITED PHO70GRAPHED PUBLISHED, .� . x '; MODIFIED OR OTHER�MSE DISTRIBUTED IN ANY WAY WITHOUT THE BBER PAVERS WILL COVER THIS EDGE �� '' f`r�k�'�1;, �r , , `: ,, "'='r�'�;��F„ ' � .,� �z�� __ o P�Yw� cAP SuasTRaTE, AND RU � � :` �1� v ��' r �.,} , � �., ..t -.. SPECIFICAND , ;, t � F, t}+y;,� {�,, ,;, � xx{ „�z; �;�,.rtir x� -, , _ PREFIN MTL CA , EE A510. OR VER P.T. 2x12 �c O COPVPoGHT2013 R �� ,:> ,� > ;, >7,,, �5,., ,,;, , � • ; � � - �.,..m....._._,....w._,,,..�._�......,W,.��_...,,. STRINGER ��ryh �$ X} � XM1; 'ty�� t 4�; ;��r %Y }X z`�' x jk 4xA � __ � - P S IQUID APPLIED VAP PLYWOOD O PRIORWF21T7ENCONSENTOFTFIEARCHI J � � �� ( } } , �� n. �� z - -, STUTZMAN ANO PEDCOR DESIGN GROUP. L �"'�_� �-� ;� �; y , tit x; , �,,,, �{ Y> � ,>. ;,��,,� , � � , � BARRIER OVER 5/8" .l4MESR STUTZMAN PJA Carmel Indiana. � '°�--�,; � �� < «�,� °,;� � �'� � � � � �� x��'� ={�x� t",}� >� � WOOD FRAMING INFILL, EXTERIOR SHEATHING , �.."'*^•� C"v�> _'�'� :_; r,�..✓F ,�a xxsj,s. +7}: r-.'z� 4�1.��t��'Lh':.�xx _s ' � .�, .r�� a < � �..k,',t��ev . ��x � x . i� _� ' ` .,.; � ,�.. X<..�a: " ,�;�� >t n��'��;t � ,��. �4. '�5 ,,�,� Y f,. �x {� �� ALIGNS W/ADJACENT PIERS /�� - . "�,,;. . ;-�.;,� � � � 'x , :r . -s.,.[�sC:y*�,� . f,zt r ',,*f,,%t'Sx�x�z.��r� �i.,��r'� �y_ x.t (.,-� ' .., �7 aS��>>0..:4 r,"�1�rx��}'�,��- �}..�,,Y`. r � _ �R ,_r' r - � �8�� R D 11Umen� METAL EIFS CAP FLASHING �- �'°�� x = � ��r: ��j� �s > A �� Y �. �� Bld S2t construction o t <�r: '� �,��u;,�yz . �� , � xx .� "tf �� x � �h t , � � �a`x` �t,r, ~ —� =-;-= � o ;� � z � f��h � �� , ,��,�F ,�� _ , 34-1 AINTED 3 OUGH CUT � ,� ,�� '�,��t� � ��,. ,�� "� ' �' �` �;��?��,� �� ''-�',-, CEDAR PLYWD. WRAPPING '� "�' ` e ' < tt � � > x> vs �- _-_ B.O. TRUSS ` g =` ^ ` � �°> , Y �� Y � '� x --._-°----�...---� CHORD � � COLUMN �x� ��. �';;�> �� xL�. u��- x;� ��X�.K, �� , .: . "-�;�'' 1 SIM. 62 �� S i � k"'�.. �,��....-- : -,t �'e {*�x�+��s a��.,,. ... z �'f*."`��} : r'��. ' `�l� ��f . �°z7� , .e`, ; t . EIFS TRIM, SEE WALL SECTION �, ��.� � �� ,�, �x � � x>F��x � �.� ,�; ��.. r��y h�'� � S :, , ; �� 1 HOUR ATfIC REFIN. MTL. CAP OVER T.O. Set Issue Date Sheet Issue Date 4� ��> ACCESS PANEL, A502 BRICK PIER INSIDE PORCH 3/8" PAINTED ROUGH CUT CEDAR 05.15.2012 * R PAV TAL RAILING AND MTL. COVER FLASHING NOT S�iOWN IN REF. DET�. C3�A5o6 uQUi�a,PPUE� nnoisTURE @ TWO SIDES TRIM, DO NOT BLOCK EIFS WEAPS Drawn By Checked By NOTE.� RUBBE ERS, ME , '. MEMBRANE � I ACKER RODAND SEALANT 3/8" PAINTED ROUGH CUT EJD,JLS,JAW,AJR �nw THIS IMAGE FOR CLARITY ! ' DIRECTAPPLIED FINISH � ( IQUID APPLIED VAPOR CEDAR PLYWD 8St 2VISIOf1 8 2: SYSTEM BARRIER OVER 8x8 P.T. L EV E L 2 D ETA I L-12 � � POST, REF. STRUC. DWGS. F/ V V L EVE L 2 D ETA I L-9 � Construction Bid Set 02.20.13 WS D BA L C M E M D E TA I L 4 LA D D E R S E C T I O N D E TA I L F/V1/ @ �� . Parcel 9-54 Bid Package .. D4 SCALE: 3/4" = 1'-0" C� SCALE: 1" = 1'-0" A4 SCALE: 1" = 1'-0" Parking Garage and Ramp 02.20.13 F 4 SCALE. 1.627.81 F/W L EV E L 2 D ETA I L-11 ALE:1" = 1'-0" LIQUID APPLIED VAPOR BARRIER COILING O.H. DOOR E � � 2 7/8" AIR SPACE � � ` � , , YORK THRU WALL COPPER � � 1/2" EXPANSION JT. MATL. � I ' � � FLASHING W/FELT BACKING � BRICK VENEER i ' ' � ' 2 1/4" AIR ' _ ... _..__ SPACE ri"�m�� -�m�M�� ' I BRICK ROWLOCK W/ TYP. BLOCK ' � � CONCRETE PARKING RAMP ,,.__.._..___.....__.....__._._� � � � WITH ICE MELTSYSTEM, LIQUID APPLIED VAPOR ! � � ! '� 18" sEE c�v�uMECH. Dw�s. BARRIER OVER 5/8" EXT. _ ' r'G CUTOUT, BASE 1(SEE A507) LIQUID APPLIED VAPOR 1 �----_.-------.�-��..--m°�� I � 8x8 P.T. WOOD COL., REF. � BARRIER OVER 5/8" EXT. � � ; SHEATHING OVER WOOD i ! � SHEATHING ; 7RE►vcH �wauv, NEenwH € STRUC. DWGS. 1� PAINTED (BLACK) STEEL TRAFFIC ; � R-4999-L3 W/ TYPE X STUD SITE PAVING, SEE CIVIL I BRICK BASE ' ' � DWGS LIQUID APPLIED VAPOR G DRAILIN EE CIVIL DWGS � �� ' ' F�ME. 1 1/2" EIFS VENEER ` � UAR � YORK COPPER THRU ` -- - - - � � . NG SLAB BARRIER ' WALL FLASHING ° o: • _° � °�: �� EIFS DRAINAGE TRACK f APPROX. 6" TOPPI G �"� . OVER 12 PRECAST PLANKS, YORK COPPER THRU WALL Project Number: � �9 � � ,� �� w•p � . D: � 0.5096 BOTTOM TO � r . �. P . � . . . B R I C K B A S E d ° . o� s�oPeTOP�Pe. o. '. S E E P L A N F O R S L O P E FLASHING WITH FELTBACKING GROUT SOLID BEHIND BASE N A S H B U I L D I N G � CONNECTTO - . ' - D . . � . . S.S; FLASHING ABOVE GRANITE , WATERPROOF MEMBRANE . , : . . . . .. . p.� : . . . . .� .0 . . . : , . , . . .. D. � . . . . . .p � , � p� � , �� SUMP PUMP, REF. . _ - . R . . . GROUT SOLID BEHIND • • '• .'' ° : v d . . 1 .. . : a�unneir,c f � .. TE BASE 9 p�� 3/4 THIN GRAN ; , ,. . _ � I BASE '• ,' D p D. ` D �. .. v � 3/4" AIR SPACE � ' 60° LONG #5 REBAR @ 18" O.C. GROUT SOLID BEHIND BASE , _ ? � � . � Sheet Title: ~ YORK COPPER THRU WALL ARC TURAL 8" BLOCK BACK UP � v � ... __. __ ___ _..._ , __ �_i � > � o. M o FLASHING WITH FELT ' �_� 24"X36" #5 18" o. . _ HITEC v o� pn� (��+ p .. ____ __.__ , . . . � D. -" � � � . . - _°___ .. ...........� ...._... .._.._�nCi'i'['IfYV'_..�.__...,.�...........__, ,_. . - - - - ;.:. a v ._ , ... �. . . . -�. . .�. ,� . .-. . . . . . ., . . . '.:- ,.. � :.. ,_ .� . :. � r.��. T o s BR��K BASE __ _. _ _ _ __ _ ___. DETAILS ON ) �,i . .... . ...,. , . . . .t:. . .: . ..i:. . . .: .,..... . . .... .._ . . ... . .. ._. ..... .. . . . . P . . : . 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A � � � ._� , ... . _ . . . . ._ . . . . , R . . . . , , . . . . , . . . . . _ , �-.�":�r.r�"" l '�, -: s �'�---- - ! ?', n -i . . . ^+ . _ !- t . . . . . - �� t -.--.� �'` %• � �� .._ !, . -' �'o�,. '� t''� :. o . . . . . . :.. ,� � ;< �.. ry �--- ,. �, �' _ _.._ � ._._ BLOCK �r ,-�:.._.__-,�f ��- -�� , ... . . . . ., , v .. . . .. . : . . , : . ' -. •... D s°,, sr'°t- _ _. ..._ _._. . _ _ � ,. - . p o . . . . . . : . .. . . . : .. . . . : . .,. .. , , . �. ;�`~�:r. ;{>--Q �_.;f,...'�,�=�_ � : �� P R BA FE FLASHING OVER , .. _�iWATERPROOF,. COP E S v v . COMPACTED SUBGRADE ,. .. �..: . . a: . . . .. D . ��.a ` ' ,� � . ` ��_..�s'` o . . Sil@@t NU�'lb@�: D. t ;r� ' -R `� : ..,- t � , � � � .. . . � V � - � - D . . . - - • . � . �,.-�, � • 3,_� ..,,4 p-a¢� -t �;( , f . . . . R v o , ,; ;� � �ME ; �_.��` � %, ! � _ p „ � { SL � ' COPPER OUT OVE MBRANE � o �i OPED CIP WALLAND BEAM. p v . . � �� e-'%� : ��„>..� „�.�__t-� `�. . r �,�� 3_ � . . . . COPPER BASE FLASHING 0 BLOCK � �< i :�.. it�?°�.'�...-'+,, ,rtF `` � `.�`-�.� ' • _ �, � , .,�� ,,.. � -. r p • , , .,� , �. , ' FOUNDATION WALL #4 REBAR, 1s" oc p_ . . . . . . .. . p � . . o _ r,�� . BENTONITE SEA� W/ p �'; 0 =BENTONITE SEAL W/ �v-�� ±°-"; � ^ ; � //.��//.��//.��"//�� j � ��,� WATERPROOF MEMBRANE '�',� , TERMINATION BAR '� �'�. ; o �� p ;� , #4 REBAR, CONTINUOUS, typ. p ,<� � �`;� `� '�\�Y � ^y� �� b p: FOUNDATION, REFERENCE S- r; D �TERMINATION BAR �_;� / `� ' . � CONC. FOUNDATION WALL �• � ._�, �. t�Y,,� ` �� 1/� �'.,. �� ;� i i'`'�-.�'` � --� � p . .' -r:,.. �i � �. M,: t,-� a. i �,�� t\_ D i�«� � � t %�', .�.:. ��C\�Y/ i , . o . d .: .. ,� �s � \y" ;, �; ,, �„�.� o .. . . SERIES DRAWINGS. � W/ RUBBED CONC. FINISH � • COMPACTEDAGGREGATE SLOPED 6" TOPPING SLAB �° :�"�, �.:.�,.;� '�- f� jt� �� o //��y// VOLCLAY WATE NP O OFN G OVER= .� f p ° � OVER PRECAST PLANK p � ;�'� ; ��;_. y-� ,VOLCLAY WATERPROOFING OVER r �fi.� ��'� �', p p ,��;�0� / � � �,,CO WHERE THERE IS NO �� / NCRETE FOU D O _.._ __.. _._ a ; ° � �' � `� f �:m CONCRETE FOUNDATION WALL � �'� � � v BASE PLATE, REF. �' �;.�u �'`.�:� _,�`�� :� Yv 5`�;-�' 6" FOUNDATION DRAIN, COPPER BASE FLASHING �~' � f _'� j o GRADE TO COVER � �`""�'` '' �� °��' � '° �� ° p . �t� S-SERIES DRAWINGS �.� `CONCRETE FOUNDATION WALL REF., ; / / p REFERENCESOILS REPORT. C.I.P. CONCRETE SLAB �- -�� `�• ;�``�'°��y�//,�(`\Y//.(C`\�'"/ / �--��r'=� , �`�� -� � o o. vii,��vii,��vii.��vii.��vii.c�� 1� 1� ; o � k SIMILIAR TO C1/A95. � . ,z !� , ,�..<�' .T � `1;�^�--=�, .�. `r �-� �,< _„ '��. ;`_ O s� '�>yS-SERIES DRAWINGS _ ` !� t� ETAIL 12 F/W GRADE DETAIL 11 F/W GRADE DETAIL-10 FW GRADE DETAIL 13 F/W GRADE DETAIL-12 � 1 RADE D ,. , „ GRADE DETAIL-7 F� _� D 5 SCALE: 1" = 1'-0" �j 5 SCALE: 1" = 1'-0" B 5 SCALE: 1 = 1-0 ' F 5 SCALE. 1 - 1-0 �� NOT TO SCALE A5 SCALE 1 1' 0" __,.�... __._ __ �..:. _.... _ _�..._ .. _.. �_.__......______.,.__._______.n_�.._.___._�____ . ,. ...n..... .._,.._._._�......... _.�,.... ____..... ..._.. _ _ _...... __._.___._ ___,. . , _._. _ .....,_. __..�.._.n__ SHEET82 OF 139 : sers esign es op g onsepara e.p a, a e prin e: 1' ... _ . .. . €: .. .. ...,.._ .:.. ..... .. ... . . ._._...... .........,_..... 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OVER,1/2{" Architecture / Project Management: • MILL FINISH • CLASS A FIRE RATING BOTTOM IS �'' � � ' PLYWD. OVER 3 5/8 MTL. 355 City Center Drive 3�� • ALLOY 6063-T6 •"SURFACE MOUNT" INSTALLATION SIMILAR ' x � � STUD FRAMING Carmel, Indiana 46032 � � 317.705.7979 (phone) • 0:062" (1.6)THK. FOLLOWS COMPLETION OF l ' � 317.705.7980 (fax) DRYWALL MOUNTING � �� ; � �� STOREFRONT • LENGTHS: 4'-0" (1219) � + y� ' �� , ; Architect: 15/16" (24) RADIUS • STANDARD WITH TEXTURED TOP -----� � ____.__.._.._.__ , .� �' SUSPENDED GYP. BD. AND BOTTOM CLOSURE CAPS � + + 5'-4 7/8" �v� ��f�� ' ` ' ' ' � � ' ' CEILING , �, B.O. PLYWD. � � i �` � � ; i : VINYL COVER � r : ; ; ELEVATOR DOOR BEYOND • HIGH IMPACT FINISHES: � � #j { ; f ; , , •.080" 2.0 THK. VINYL COVER TEXTURED � 5 f� $ � �; � STOREFRONT BEYOND, SEE \\`\��»��/iq�� ) � i f !, , A600 SERIES DWGS. pO �•S�V T� ��Oi�� 3/4 PLYWD. OVER , t � � � ! ! � , ; SOLID SURFACE SILL : tS �G�ST fRF 9 � • TEXTURED • CUSTOM COLORS AVAILABLE �� i ! �i ' ` .� �S � '. ALUMINUM RETAINER �� } € ! : � Q. O �L , 3 1/2 WD. STUD ` � ' � " BOLLARD BEYOND ' �� ' • MILL FINISH ' � ' ; I"� � ' i ; ' FASTENERS FRAMING � - _ - • SUPPLIED BY OTHERS � ; ' ` a � � i ' j � _ 0��33 � 26 _ ,. � �, � , : � }`' � j�� /8" GYP. BD. OVER MTL. � STATE OF � 318" TOPBOTTOM �.n� �I ; ; � � ; � ; f TUDS ': iND NP .` CLOSURE CAP � I� � � �� I � � ' � � � /8" GYP. BD. OVER 7/8" MTL. ��ii��/�C �A � `� � � ; ! �; � : � I � A5 � URRING �� nnn� � RECESSED � ( � � �� j � ( � � A506 � �� MAILBOX � # �� '' _ � � � � � CMU f� t � ; � � II i I � � t --�._-�--.,. � DRYWALL SCREW 5/8" GYP. BD. OVER � a q. ° � �, p • ; TOP/BOTTOM CAP � 2X6 WD. STUD WALL , { •. •, � I � ; . .• � , ' .+ By: � 3/4" PLYWD. OVER � • . � � 3 1/2" WD. STUD � j � I FRAMING � � ; � � � � 'J' MOLD CORNER GUARD ` � ` -� ASSEMBLY HEIGHTAS 1'-2 5/8�� PARKI NG LEVEL ELEV. LOBBY LOOKI NG EAST C� _ SPECIFIED � % ': ++ T.O. PLYWD. L SCALE: 3/8" = 1'-0" � ' + 5/8" GYP. BD. OVER � � 3 1/2" WD. STUD n : I � FRAMING N ' � dl l � ' � WOOD BASE .,. ; `� VINYL COVE BASE �SNAP-ON VINYI . . � B4 B5 (BY OTHERS) ;`-. � :: . ' :• . : . : : . �: : ,. _ .; ^: :; ; s: 10" PRESTRESSED HOLLOW A506 A506 L/"'�N COVER APPLICATION DIAGRAM o o, coRE s�Aa KEY P ALUMINUM RETAINER, 0. .. D p. O„ BLDG D CONTINUOUS ° NOTE: � i " , . SC,a�E: NTS FIRST FLOOR '�'— � PARTIAL HEIGHT INSTALLATION WITH TOP AND BOTTOM CAPS SHOWN. FULL HEIGHT INSTALLATIONS MAY NOT REQUIRE TOP OR 1,� , BOTTOM CAP. BOT. STRUCTURE ' Developer: � � P E D C O R 5/8" GYP. BD. OVER 3�/8" CORNER GUARD DETAIL MTLSTUDFRAMING ; ._ _ �. ��z EL SCALE: 6" = 1'-0" 4" SPRINKLER PIPE �G� I _ _ � = DEVELOPMENT CO. MAI LBOX SECTION SUSPENDED GYP. BD.j � ? -- - - -- - - - ---- ----- . � CEILING -------------- ,----..___.—. ....__�.._ SCALE:1" = 1'-0" � �� Project: � � STOREFRONT BEYON�, SEE � ' A600 SERIES ` � ' 8" CMU I L 2' L � � ��3- �� TRUSS SOLID SURFACE SILL ` � � � � � NOTE: BEYOND ; i � � PLAN IS MIRRORED FOR 1 ST FLOOR ' i� ( 5/8" GYP. BD. OVER M�L. � � STUD FRAMING ----W4�� T i 3'-6" CLEAR I� ( / MEP/IT 5/8" GYP. BD. OVER M L. � � I � �� / 3/4" PLYWOOD SHELF INSUL. STOP STUD FRAMING BEYO�ID GYP. BD. OVER WD. STUD FRAMING 319 � �+ � � � � 'i � � 0 i I I � -11'-11" n/ I \�/ 3/4" PLYWOOD SHELF . � �, a � 1..` � / 2X4 WD. STUD FRAMING � Q /�� N 2X4 WD. STUD FRAMING W M I I� i ACCESS PANEL @ 20"X40" ; U � O � OPENING. MEP/IT RM. 319 • � � / � WILL BE 39 1/2"X40" � �� "�� , � � � � � I � INSULATION � � � � / •�—� � � +5'-0" AFF 2ND FLR. PIVOT HINGE PLATE ° �� Z I +7'-0" AFF 1 ST FLR. WEATHERSTIPPING � ° � � � V �= � APPLIED TO TRUSS D _ /�� 5/8" GYP. BD. � ■ � W � � � � PARKING LEVEL ELEV. LOBBY LOOKING S TH � �� A- PLAN DETAIL B- SECTION DETAIL 2X BLOCKING O U (l BSCALE:3/8" = 1'-0" � O �+ 3 WATER HEATER SHELF & SUPPORT � � ATTIC ACCESS PANEL DETAIL o E 3 SCALE: 1" = 1'-0" Cj 3 SCALE: 1" = 1'-0" � � 10" PRESTRESSED HOLLOW � w DRYWALL GRID SYSTEM. CORE SLAB CORE SLABESSED HOLLOW 10" PRESTRESSED HOLLOW CORE SLAB STRIP FIXTURE, REF. ELEC. DWGS. STRIP FIXTURE, REF. ELEC. STRIP FIXTURE, REF. ELEC. DWGS. DWGS. 5/8" GYP. BD. LIGHT COVE 11'-0'__� 3/4" PL OOD 5/8" GYP. BD. LIGHT COVE 5/8" GYP. BD. WRAPPED 3/4" PLYWOOD LIGHT COVE ° 3/4" PLYWOOD � 5/8" PAINTED GYPSUM BOARD. , x,�:,t . p p. ! iX� � p �;f r r�y . . p . p . , . D . p D p BOT. STRUCTURE "�� ° BOT. STRUCTURE BOT. STRUCTURE COPYRIGHT80WNERSHIPOFDOCUMENTS �� . ,, �' THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS 7HE SOLE �r� �' .� PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP. LLC ALL �„ ,.. � O�'ON _ -� r'� _ ' WFORMATION CONTAINED HEREIN IS CONFlDENTIAL ITS SUBMISSION %,_ ,, OD AND DISTRIBUTION 70 OTHER PARTIES IS NOT TO BE CONSTRUEDAS � `' ^� �-�'' � � PUBLICATION IN DERO('ATION OF COMMON LAW CAPVRIGHT, � *,.?e"FN'° ��j''�:`,X � � INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS ALL _� �' � X v�`�.'?,,*, :�. :�. � ' - INFORMATION CONTAINE� HEREIN CONSTITUTES THE ORIGINAL AND �� %?.� J�H�� GYP. BD. OVER 3 5/8�� PEDCOR DESI N GROUPTLLC. NO P� OR WFiO E O THIS DESIGN, F"s' 5IV�� PAINTED GYPSUM BOARD. �i` r��} � _ THESEDRAWINGSORTHERESULTINGBUILDINGORBUILDINGS.OR ELEV ,��! �� <x MTL STUD FRAMING, ALIGN PORTIONSOFTHERESULTINGBUILDINGORBUILpNGSMAYBE SHAFT �`�� q � DUPLICATED,COPIED, EXHIBITED, PHO70GRAPHED, PUBLISHED PAINTED WOOD CROWN MOULDING BOT. GYP. CEILING �� BOT. GYP. CEILING �� WITH GYP. BD. BELOW pq�pED NDPRO w'aST°� CO SENTOFT��aCHIITE�CTTJA ESR k� �F I'-1 1/4� STUTZMANANDPEDCORDESIGNGROUP,LLC.00OPVRIGH72013 1'-1" TRIM PROFILE T6. �� > 1' 1'-1 1/4" -' JAMESR.SNTZMANAIACarmelln6ana SUSPENDED GYP. BD. �,� SUSPENDED GYP. BD. 2'-3/8" 1'-1 1/4" CEILING ��° '�� ' CEILING ��, � ` SUSPENDED GYP. BD. ' 9'-0" � . '�, � � , ;` , Bld Set Construction Documen� 3 5/8" MTL. STUD FRAMING ��` x' � 3 5/8" MTL. STUD FRAMING GY . BD. BLKHD. CEILING _��,�};� ", BE OND 'J' MOLD EA. SIDE F�;;��`, .� , 8" CMU , , Set Issue Date Sheet Issue Date ' ' �: xyx'�� ' 05.15.2012 RECESSED DOWNLIGHT. y�x �, STOREFRONT BEYOND , �___ __._ e__ �� STOREFRONT R.O. Drawn By Checked By � _ _ _� ___�__ _._u-- 1/2" PLYWOOD �,�„ ,� . ,`� �r �_ ._._ _._r.__.__.------------ , � BACKER ROD & SEALANT x'�'��x ' y`' � $ EJD, JLS, JAW,,vR �aw ��x,. �.�, BACKER ROD & SEALANT S T O R E F R O N T 8 S t @ V I S I O C I a@: STOREFRONT CEILING COFFER SECTION LIGHT COVE/S.F. HEAD DETL. LIGHT COVE BULKHEAD DETL. LIGHT COVE/S.F. HEAD DETL. � ConstructionBidSet o2.20.,3 � � • Parcel 9-54 Bid Package B4 SCALE: 1 - 1'-0" A SCALE: 1" = 1'-0" ' Parking Garage and Ramp o2.20.13 SCALE:11/2"= 1'-0" C4 � SCALE:1" = 1'-0" STOREFRONT BACKER ROD & SEALANT 12" PRESTRESSED 3 ��8�� SEALANT HOLLOW CORE SLAB 1/2" PLYWOOD ` .. ,.. ._ ; _....:, .... .:.. .:... , ..:r ,-. �n DRYWALL GRID SYSTEM. °. p �' �:: TOP CMU WALL D ��,, DRYWALL GRID SYSTEM. 1/2" SO ,.._: ..,. . D. . . ° LID SURFACE SILL `i� . _ . . . .. -.:. . -:. 5/8" GY Project Number � �� P. BD. OVER . - o � .STUD AFF �`k, ... 5/8 PAINTED GYPSUM BOARD - NASH BU I LDI NG . , _ -_ _ _ BOT STRUCTURE -._,. , ._.. . . -..: . , _ : _ , . . . . : : . �. . o. 5/8�MT �� p. p. 3 L � _ FRA ING 5/8" PAI ARD. RECESSED DOWNLIGHT. x 5/8" GYP. BD. OVER _ 7/8" HAT CHANNEL Sheet Title: � y RECESSE OWNLIGH � °° 8�� M� �,� INTERIOR DETAILS ' ��i 8" CMU °' FRAMING AS REQUIRED. � 9 0 ��,... .. A.F.F. SUSPENDED GYP. -1 1/4" � �� BD. CEILING Sheet Number: .... .. : . .: ... .. . . . 8 -0 , .. : .. . A.F.F. �� 5/8" PAINTED GYPSUM BOARD. ELEV. LOBBY ` ' �� 5/8" GYP. BD. �'� F 8 5/8" PAINTED GYPSUM BOARD. '� $, L � 3 5/8" MTL FRAMING 9 8" CMU DOWN TO TOP OF �"` ' ` ° FOOTING ��„r. 1 ST FL. LOBBY CEI LI NG SECTION - ' 2ND 3RD FL. BULKHEAD SECTION LIGHT COVE DETL. STOREFRONT SILL DETL. t �) � E 5 SCALE: 1 1/2"= 1'-0" D 5 SCALE: 1 1/2"= 1'-0" B 5 SCALE: 1" = 1'-0" A5 SCALE: 1" = 1'-0" .. . __ _ _...,.. _._ __ .. .... ............... _ , _.. ....__ m ... .. ........ ... ...._. ...... _ x.., ,.... ..... . _. __ � _ __ _.._. .._... _...._.......,._.. _ _.. _,.._.._.__ _. ________ .. ...__. . _...,_ ...... . _. �, .,_ _. __ _ .__._ .._ .�... _ . _ .�._..__ _.._.... __�,...__.�._..�_....__� _�.__-�— . -_--._ _. --_--. . _ . _ _ _ .._._ _. _ _ ..... . .... . . . ..... 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COPPER �� n�� +f � ��"�-� � L i� �. a'� a: i� • METAL COPING .050" ALUMINUM, 22 GA. GALVALUME ��..� `;�`r�. ` • FLASHING ABOVE GRANITE STAINLESS STEEL 6 1/4" 6 1/4" 1 v4" 2 1/2" � �� 4�-Y��=�p�. � °__,Y� ' PEDCOR DESIGN GROUP LLC , � � ........ � Architecture / Pro�ect Management: ...._. � � -e-----� • EIFS LEDGE CAPPING and BALCONY EDGE FASCIAAND CAPS .050" ALUMINUM, 22 GA. GALVALUME 1'-4 1/4" �'�`-� �� 355 City Center Drive PREFIN. MTLTRIM OVER WD 2x4 � ; '� �� Carmel, Indiana 46032 • ROOF EDGE FLASHINGS, .032" ALUMINUM, 24 GA. GALVALUME � � 317.705.7979 (phone) GUTTER BOARD TRI M, �,�� ; �" �� ,, 317.705.7980 (fax) ROOF EDGE FASCIA DENTIL �: EIFS =�� PREFIN. MTLTRIM OVER WD 2x8 ' �� :�.�� ; ., � � _ � : , {4 .�, • STEPPED METAL FASCIAAND PANEL- ALTERNATE FOR REFERENCED EIFS PROFILE .050" ALUMINUM, 20 GA. GALVALUME �Y ��, PREFIN. MTL TRIM OVER HEEL OF TRUSS ` � ��"�-�. '' Architect: K"'-�- �..�-�_� E ' °.... ;w:-� `� ��;.�—.�'�.�- � � � � ".... � �` �°'-�-.., � =~ 2x WD FRAMING ( I � � �� ; , °°�.�''�� `��.,,.,., `l ,.�``°._.r�----��., f �\�\\NUIISTIrUI!!p///� " � �;� --. ._ "`c .:..._� � � 11 1!2" 3/4�� 4�� R tJ %��9// �� --�--� -�.- �°�� .,. PREFIN. MTL. LEDGE CAPPING W/ DRIP EDGE � ��C7 • �y�i�� '-� �`"` � ��- `� G�STfR 9 �'� ~� f `�. _ -�,.� . � c �-� �.k. FO �i ' �� ,��. � 'a; � �', ``�.� � �"�.�_ ? iv j ; � � �� 1 � -~w?� [ �`` ; � 6" K-SHAPED PREFIN. MTL. GUTTER} ° 00033126 = ._.�� k °�� 3 � _ '`'� � �°=��" q� ``�� ` � i i � 2x10 WD GUTTER BOARD = ; �.__ .,� . -.__ "�_-� � � � ; ��`'�., ��"�, , .N.�, `.� _ ._._.._ €F � ' � "' WRAPPED IN PREFIN. MTL. � STATE OF� � . _., . __ .,�, . ; -_..,____ .,.,� . �. _ �� -°- s � �� - z �rz�� _ 3/8" ROUGH CUT CEDAR ii�� NDIANP ``��. ` , ,. � � � f _. � „< < �� PLYWD SOFFIT �� ,.. 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THIS DOCUMENT IS AN INSTRUMEN7 OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITEC7AND PEDCOR DESIGN GROUP, LLC ALL MTL. LEDGE CAPPING W/ LAPPED SEAMS AND BACKPLATES TRIM 2: EIFS, INCLUDING PLYWD COPING CAP SUBSTRATE TRIM 2B: LIMESTONE TRIM 3: INCLUDES EIFS AND 2X WD GUTTER BOARD TRIM 5: INCLUDING EIFS, PLYWD CAP SUBSTRATE TRIM 4A: EIFS INCLUDING PLYWD COPING CAP SUBSTRATE� SEE AV� O. INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION 70 07HER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF CAMMON L4W COPVRIGHT. INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGHTS !LLL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGI WLL AND UNPUBLISHED WORK OF THE ARCHIlECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC NO PART OR NMOLE OF THIS DESIGN. - THESE IX2AVNNGS, OR THE RESULTING BUILDING OR BUILDINGS. OR � PORTIONS OF THE RESULTING BUILDING OR BUILqNGS MAY BE � DUPLICATED, COPIED, FXHIBITED, PHOTOGRAPHED, PUBLISFiED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOU7 THE SPEGFICAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. F STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPV RIGHT 2013 �'� /: /� ��...,�. E- � ,14MES R. STUP_MAN AIA Carmel Indana_ ��,:=� �« >.� . �,�/� r�/ j f j�f 1 y. - '.. �: � l / 1 ;-;� �� , ,% ` , ,�� : ��`;,.�% ; � Bld S2t construction �ocumen� ._ z ;, � �r � — � > � ..� ., :.. < = _.,.,._ . , _..._ _... _____-, - , � / ;, � � i � v � . f' {J-'� � �j 3 / .` � .. }��.....�.R.. , � ... ".. '. .. �� ! il ` � #i3 � - � f ;; Set Issue Date heet Issue Date � _ . _ � , t, i, � � � _ „ 9 _ _ _ - a i" ..s: _____.�.,.... _. _..... , . , . . F.., . � . � _._-...._.... sr� - . .. ; - � . -. , , _� _ �r;� _��. - - - n�,..r. �� _ � � %� v2 2012 � f � � 1 r � 1 0 5. 1 5. 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" 1/4 "---- --��—_.��---_.._ _.. .r ' _ - - 2 1 /4 .. _.... _.. . ... . . - _ -' J � _ _. ._ _ __ _ .-_ -,_. 3" 15/8"� 1'-41/2" 1�� 1�� 3/4" 41/2�� 6 7 g 9 10 EIFS ARCH (11 EIFS ARCH �2) �OPYRIGHT&OWNERSHIPOFDOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOL PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC ALL INFORMATION CONTPJNED HEREIN IS CONFIOENTIAL. ITS SUBMISSION AND DIS7RIBUTION TOOTHER PARTIES IS NOT TO BE CONSTRUED AS - PUBLICATION IN DERO('ATION OF COMMON LAW COPVRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS ALL L I M E STO N E S U R R O U N D/ E I F S A R C H S E C T I O N S E I F S AR C H E S �NFORMATIONCONTAINEDHEREIN CONSiITUTES THE ORIGINALAND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND n_ �_On D4 : M pIFlEDORONHEkW1SELDS BUTED NANYWAVWITHOUTTH'EN THESE DRAWINGS. OR THE RESUITING BUILDING OR BUILDINGS. OR F 4 PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE SCALE: 3/4�� -O�� IXJPLICA7ED. COPIED, EXHIBITED. PHOTOGRAPHED, PUBIISHED SCALE: 1 1/2 � SPECIFICANDPRIORNRITTENCONSENTOFTHEARCHITECT,JAMESR . . - � � -- - - -- - � - SNTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPYRIGHT 2013 � - ,l4MES R. STURMAN AIA Carmel Indiana. ' . . . . . . . . . .. . .. . . .. . . 1 . . . .. . . . . . . . . .. . . , Bld Set Construction Documen� ,� � ��-9 s 8�� _, . ..... ...... ... . _. .. .. .._ , _.. , , ... . _._ ......... . ....... ... _ _ .._ _._.. _ _ _ ._. ., . ,._ ._ _, _ 7'-7 5/ ' , _ Set Issue Date Sheet Issue Date _ � _. _ � 05.15.2012 � _ � _. _ , : Drawn By Checked By � � � \ � _ _.,.. � EJD, JLS, JAW, AJR JAW � O .. - .. .. . .. p :.... ., . ,:::.. M - - . .. . . _ as evision ate: � M �° M e�� 3'-2 3/4° 6 1/8° 3'-3/4�� s° Construction Bid Set 02.20.13 7 5/8" 4'-3/8" 7 5/8" . s° �-�ia° s ire^ '-�a° Parcel 9-54 Bid Package __ _ __, _. „ - � --- ; Parking Garage and Ramp 02.20.13 _ . _ . 5'-3 5/8,� . _ � . _. . .. . . - - ' g _— _ _ _..,�,_ �. � ,_ v..,, _ _- � �_r . _. ... .. _ u� � ; - , -.:: ... _ _.....��. . . . .. . � '.. . .. . u� . . __..._ _ .._. co _... .__ ,. , �,_ ._ ._ ___. ._ . . _. _ . . ,___ -_. ._ ..., - . ... . - � , � � _ a � -- . . . .. ... - ., � . ., - . _ .,..,.. .. . : LIMESTONE WINDOW LIMESTONE WINDOW -- =-= LIMESTONE WINDOW � - SURROUND (4B1 IS THE ` � � � -' SURROUND (4B1 IS THE ` SURROUND 11 B) IS THE - � ,�AM_(1). BUT � SAME AS 14). BUT ,. SAME AS 141. BUT ;.. _.._ ; _ = ...., �� - � . � _ � � - � - � WITHOUT A HEAD PIECE � `° � _ m , _ � � � _ _ � � � _ �- .� � � _ � , � 4 � _, _ � 5 4 M � � � �-- ..; _.. - � Project Number: � ._ , . - NASH BUILDING _ _ . �. _ � _ _ 6., _ - WINDOW TRIM _ - � _ _ s° s� 5 5/8�� Sheet i e: , � , , � __. � _ � �•, _i � ; � � f� � � � >, ., -- ° 7'-5 5/8„ � _ _ . ._ _ ; DETAILS _ 3 � � _ ..� � __ _ . 3 , ._ , - � .__ ... _ r . _ �.... , � - � , o _., � � ,__ � � Sheet Number. � , . , ,..�_. m � ,_,. ,,._..�....�,.,_,_._.....,,�,.._., M,.,� ._�,...,.�_».._.,,�__...�.__...�.�.�....--._..,__..�.._�__...._.n_.� _..__�__.,__........._._.__._.._. ,... _... _ ___..,. ...... .,�.., _. . . . .._ ._. ._.... .. . . ._.; .. .... ..._. ....,. , _. � � _ _ _ . _, .., , _ _..., _.,.. _ - _ _ � , _ � . . . .. _ . ..._ . . ..._.,..._, . ... .. ., ... ... _ ., .,.. .... ........ .. . ... .. ....... .. . ..., :... . .. . _ � � _ _-� _ _ . - � � , _, . ,.: � ; � � -:.. � m ,,. . . _. �::..... .,. .,: . -._ ao �. _ _ . . .. ..... �. � . _. _ __ _ _. _ _ _ � _ : _ _ FLOOR L ,_ - - __. _ . w <_-. --r - -- _-�-=-. -=- _ ��_�_; _ __--- - --- - _ _ � ° _ - � I_E __ _ FLOOR INE LIMESTONE WINDOW LIMESTONE WINDOW LIMESTONE WINDOW �IMESTONE WINDOW SURROUND (11 SURROUND (21 SURROUND 141 r __ _ 1 �� LIMESTONE WINDOW SURROUNDS E5 SCALE: 3/4" = 1'-0" _ __ . . , „ _ . .. __ _. _ _ _ �.. _ _ . , . . _. _ _ ., _ ., ....... ._ ... . ,. �.,.._.. __ __ ....�_,, _.._.. __ .__.... _ ,......____._____,___.�_____.�._ �.__.�_�._. .�.-.------_ _._ __,. _, ,.., _ ....t _... _ _. ____ _ _ __... _ . _ .... .... _. _ , . ._ _ .... . _ _ ... . _ _..___ ._... .._ ._...____..___._.._.� ._.____._..�,__�._ ___ _�_� ... _ ...._...._ _ _ _.......... ___ .,._........ .. _____. _....__. , M1..,_. _�..._....___ ., ._ ..__.,__..__.....�___.� SHEET 86 OF 139 _ _,... ._ �___ _, . . ,._ _ _ _..,__. __. _ _ __.__ _ � _ _.:.. _.. ___ __�_.. ��_.__ �_ _._t« ,� � Y , � _ sers esian es op q onsepara e.p a, a e prin e: . __ i � _ __ _ e _ _ � �.� u �_� � - -, _ . �,� �.��, ' NOTE: ALL RAILING MATERIALTO BE GALV. STEEL WITH WELDED CONNECTIONS. M DECORATIVE BRASS POST TOP PREFIN. MTL. RAILING POST _�� POWDER COATED BLACK PRIOR TO FIELD INSTALLATION, POST WELD �� FABRICATIONS. PROFILED 2" WIDE TOP RAIL COLORED PVC BOOT HOT WELDED � '�� TO MEMBRANE FOR RAILING POST TO :v � t.r, RAILING PLAN NOTES� N N PREFIN. MTL. RAILING POST SET IN � � � N CO�ORED PVC ROOFING MEMBRANE � A� �� i�j� �I � 1/2" RECOVERY BOARD ��-A �� r �-� A: s� 1 BALCONY JOIST SPACING (16" O.C.) TO BE CENTERED ON BALCONY WITH EQUAL 2"x1/2" BAR SPACES ON EACH END. °O °O 3/4" MARINE GRADE PL PEDCOR DESIGN GROUP LLC � i � 1x6 TREATED WD DECKING 2O INSTALL BLOCKING BETWEEN JOISTS HERE TO ACCOMODATE RAILING POST M M `�' �"xsis�� ea,R Architecture / Project Management: CONNECTION. _ 355 City Center Drive Carmel, Indiana 46032 3O FOOT OF RAILING POST TO SIT ON BALCONY, SEE BOOT DETAIL XXX. �i2��x�i2�� PICKET, No SPaCES 317.705.7979 (phone) 2"x2" RAILING POST EXTENDED 317.705.7980 fax � BETWEEN GREATER THAN 3 7/8" BELOW DECK ( ) 4O CONNECT THIS END OF RAILING TO BRICK ATALL THREE HORIZONTAL � CONNECTION POINTS. �,;� � M Architect: � � ', 5O CONNECT THIS END OF RAILING TO GROUTED FRP COLUMN COVER ATALL THREE � ' HORIZONTAL CONNECTION POINTS. "� 1/2" THRU BOLTS THROUGH BALCONY FRAMING, USE LAG BOLTS WHEN ATTACHING TO WOOD \`\\```��p�►IHilllul►UNii/�j/,'/'i � N 2"x2" POST COLUMN. `\\�� SR,STUTZ �ii'/i 6O CONNECT RAILING POST TO INSIDE OF EDGE JOIST BELOW. � / 7O CONNECT RAILING POST TO INSIDE CORNER OF WOOD COLUMN AND EDGE JOIST. M _ �� ,�STf�F �y� � N 1"x3/8" BAR � � � � 00033126 8O CONNECT RAILING POST TO INSIDE CORNER OF EDGE JOISTAND RIM JOIST. _ '' - _ TYP. 2ND OR 3RD � � — ' — — — — — WOOD JOIST BEYOND % � STATE OF \ 9O CREATE ATTACHMENT BETWEEN FRP NEWEL POST AND BRICK. FLOOR LINE - - - - - - - - - - -_ - - - - - - - WOOD JOIST BEYOND �� Np�ANP `�� ; � � ; ��°j''�o,qRC 10 ATTACH RAILING THROUGH EIFS AND INTO WOOD STUD OR BLOCK WALLATALL � ` �. -_.. ___.... _..__ i � rnm� _.�___.__._.__.. ._.___._____.._______ — ...----.�.� _. THREE HORIZONTAL CONNECTION POINTS.. � o :- o - 1/2" HOLES FOR ATTACHMENT, __ _. �_.�.__.... - - ---_.�.__ _ � REF. PLAN FOR ORIENTATION t o a o ; THRU WD. 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VIF 1 E � _ , _ � ..__.. ,� ._ .�..... .+ . �� ,_.__u. . �._ ... .. ...................._....,... .� . _.._ .. _,� �_ �u _._ . ,�.,_ , _._r� _,. � ......,.,�,� � � � � � 14'-8 1 /8" , _ .� .� � �� _.. � , _. . a: _ . � a � � ;_ � , _ ��, - � _ � ��_.... _, ._ � _ j 10 11 5/8 12 15 512 5� 18 51 / S RAILING ASSEMBLY 1 PLAN RAILING ASSEMBLI�' 3 PLAN RAILING ASSEM 'I SCALE: 38�� -,�_o�� 3 SCALE: 3/8�� -,�-o�� B LY 5 P LA N RA I L I N G AS S E M B LY 7 P LA N RA I L I N G AS S E M B LY 9 P LA N t � 5 SCALE:3/8" = 1'-0" / SCALE:3/8" = 1'-0" 9 SCALE:3/8" = 1'-0" !� �- . , ; ........ _.... _ . .._...._. .............____......__. ,___ ........ _. . ... , sers esign es op g onsepara e .p a, a e prin e : , _ __ .�_. _ _ .� e_ __ _. _.�. e_�__� .��_��____.��.�,.,�_,a, _„_� _�_a ___�.�.....� _,_ . _ _,� _ _ _,,� �.�,.n,_._ __._, ._ _ �.. .._.�_ w.e__ ....�_ ... _.� _._.___. �. _ _, __��.. _ _ SHEET 87 OF 139 � •I I • I � 1� II � . .. ._ _..___. . .. . _- . _._.. . _ _. 1 6 � � � � COL-1 ELEV � 3 SCALE: 1/2" = 1'-0" ROUND CAPITOL ROUND EIFS SHAFT UND BASE UARE PEDESTAL COL-1 CAP SECTION DETAIL F4' SCALE:11/2"= 1'-0" COLUMN IS 3/8" BELOW B.O. > CORNICE. SEAL GAP AROUND , BUT INSTALL VENTS ON BACK = TO SUPPLYADEQUATE =LOW �ALL CAP OVER EXPOSED TOP �OLUMN IF NECESSARY GALV. STEEL ATTACHMENTS 3ECURE COLUMN =CTAPPLIED FINISH SYSTEM :R LIQUID APPLIED MOISTURE :RIER DECORATIVE COLUMN (COL 1) COL-1 BASE SECTION DETAIL � 5 SCALE: 1 1/2"= 1'-0" >LV. STEEL ATTACHMENTS :URE COLUMN, SEAL ALL RATIONS INTO RUBBER VG MEMBRANE. :CORATIVE COLUMN (COL 1) )LUMN ON 1/4" PLASTIC FILL GAP W/ BACKER ROD =ALANT, BUT LEAVE 1 WEAP DLE OF EACH SIDE R ROOFING MEMBRANE 3/4" MARINE GRADE )OD, SEE SECT. DETAILS. APPLIED MOISTURE =R, APPLY UP AND ONTO NY DECKING 2x BALCONY FLOOR VG UNDER COLUMN 10NS D 2x BALCONY FLOOR NG BEYOIVD _.. . .__ _. _ ..... ,_.___.__ .�., _. _ . �.. ,___ _ .. _ __ � . ,_ _�_.. _ __ a,,.,.. __e _ 1 _ . sers esian es op q onsepara e.p a, e prin e. C O L-2 E L EV E 3 SCALE: 1/2" = 1'-0" CAPITOL E FLUTED E BASE E PEDESTAL ED CAP �RE CAPITOL �RE FLUTED SHAFT �RE BASE �RE PEDESTAL COL-3 ELEV D3SCALE:1/2" = 1'-0" �/ T.O. COLUMN IS 3/8" BELOW B.O. _._..__.__..._.__...___..._�..____..__ EIFS CORNICE. BACKER ROD AND SEALANT IN GAP INSTALL CAP OVER EXPOSED TOP OF COLUMN IF NECESSARY DIRECTAPPLIED FINISH SYSTEM FILL GAP ATTOP OF USE GALV. STEEL ATTACHMENTS TWO SIDES UNDER WHERE NECESSARY POFZCH CEILING W/ WD. BLOCKING AND PAINTED ROUGH CUT CEDAR. LIQUID APPLIED MOISTURE PR�VIDE 1 SMALL VENT 2��8 �� BARRIER OVER WOOD COLUMN ON EA. OF THESE SIDES FRP COLUMN COVER (COL 2) � COL-2 CAP SECTION DETAI L 1'-0" COL-2 BASE SECTIO SCALE:11/2"= 1'-0" GALV. STEEL ATTACHMENTS =RE NECESSARY JID APPLIED MOISTURE RIER OVER WOOD COLUMN COLUMN COVER (COL 2) COLUMN COVER ON 1/4" STIC SHIMS, FILL GAP W/ KER ROD AND SEALANT. ,K BASE N DETAIL COL-4 ELEV �j 3 SCALE: 1/2" = 1'-0" ; -� UND CAPITOL UND FLUTED SHAFT �UND BASE UARE PEDESTAL ;H PREFIN. MTL. GUARD JG TO NEWEL POST �ALV. STEEL ATTACHMENTS SPEND COLUMN COVER JOOD POST IN. GAP, FILL W/ BACKER �ND SEALANT, PROVIDE ONE PER SIDE EWEL POST COVER (COL 3), ALLIGN =R W/ COLUMN COVER BELOW ER ROOFING MEMBRANE 3/4" MARINE GRADE OOD, SEE SECT. DETAILS N. MTL. MTL. DRIP EDGE � APPLIED MOISTURE IER, APPLY UP AND ONTO JNY DECKING AND ON ) COLUMN =D 2x BALCONY FLOOR ING BEYOND COL-3 BASE SECTION DETAIL 1'-0" 1 PVC- BACK AND; COL-5 ELEV B 3 SCALE: 1/2" = 1'-0" ;APITOL =LUTED SHAFT 3ASE PEDESTAL COLUMN IS 3/8" BELOW B.O. � CORNICE. BACKER ROD AND LANT IN GAP �ALL CAP OVER EXPOSED TOP �OLUMN IF NECESSARY GALV. STEEL ATTACHMENTS =RE NECESSARY JID APPLIED MOISTURE :RIER OVER WOOD COLUMN COLUMN COVER (COL 5) COL-5 CAP SECTI ON DETAI L SCALE:11/2"= 1'-0" IG ATTACHED TO COLUMN R �ALV. STEEL ATTACHMENTS SPEND COLUMN COVER JOOD POST IN. GAP, FILL W/ BACKER �ND SEALANT, PROVIDE ONE PER SIDE OLUMN COVER (COL 5), =R ON WOOD POST ER ROOFING MEMBRANE 3/4" MARINE GRADE OOD, LAP OVER MTL. �NY FLASHING, AND UP ) POST, SEE DETAILS. N. MTL. BALCONY FLASHING EIFS ASSEM., TURN UP AND WOOD POST HERE � APPLIED MOISTURE IER, APPLY UP AND ONTO JNY DECKING AND ON ) COLUMN ER PAVERS ED 2x BALCONY FLOOR ING BEYOND COL-5 BASE SECTION DETAI L SCALE:11/2"= 1'-0" � . al...�fS�i �� #�T }�48 �'� # .,q ««.e.........��t�...n.....�.... �P� � � � 3 h � ��. ��"� �, �.: �:;,� � ��,_�x PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive � Carmel, indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: i � \\��.��``�S ��,ST'UrrT� �%�i�,�� ;�� G�SrERF �y2 ;� 00033126 � STATE OF By: � � � �O a � KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R ` �' ��x � � ' DEVELOPMENT �O. : _ __ --- ___ -- __ __ _ _ _ _ � Project: � � � '�--� C� � O � � N � � M V � ._ o � W � � � � � �Z ._ ._ �- v� �_ — �, ._ � — � � a� � � m O v Cn � o C� � � a° COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTV OF THE ARCHITECT AND PEDCOR DESIGN GROUP. LLC ALL INFORMATIqJ COMAINEDHEREIN IS CONRDENTIAL ITS SUBMISSION AND DISTRIBU710N TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPVRIGHT, INTELLECTUAL PROPERTV RIGHTS OR OTHER RESERVED RIGH7S. !LLL INFORMATION CONTAINED HEREIN CONSTI7UTES 7FiE ORIGINAL AND UNPUBLISHED WORK OF 7HE ARCHITECT, JAMES R. STURMAN, AND PEDCOR OESIGN GROUP, LLC NO PARTOR WHOLE OF TFNS DESIGN, THESE �RAWINGS, OR THE RESUL7ING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUIIDING OR BUILDINGS MAV BE IXJPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED. MODIFIED OR OTHER�MSE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF 7HE ARCMTECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 ,lAMES R. STURMAN PJA Carmel Indiana. Bld Set Construction �ocumen� ��■ Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 0220.13 Project Number: NASH BUILDING ` Sheet Titie: EXT. COLUMN � DETAILS Sheet Number: ��► s �� SHEET 88 OF 139 _ - -- _ __ _ _ .. _ _....._.,, _. ...._ .. . .. __., _. . .._... _..__.._,,.__._ _ ,...._�.._..� ........: .... ,�.. _,�..__ .__.. ...._._ .. ____.__._ . ,_,.._. .___,..�.___.___�.�� _,_—____ __.____ . _..... _._,_.._._....._ ,.___... _ �.,__._. , __ „��_, _,., .__ �_ �_. ,__, _ , _.. _ �. , _ . __. , _ � �, ,,, . ti ! � � � OUTLET BOX PAD OR PARTICLE _ - - � � - ��t ; MASTIC WRAPPED CEILING LINE � o o '"t j��` BD. AROUND JUNCTION BOX ROUNDED � TO SEAL PENETRATION SWITCH/ 3/4" PARTICLE BD. �' °°°`�`°°°`�`R`"..�_`�`� AIRTIGHT THERMOSTAT (5-PAINTED) SEE EDGE � � � �� j � SIDEWALL CLEATS VERTICAL WALL CLEATS ��` PLANS FOR � � _ `` � 3 `� � �_ �Y ' 1'-4" SHELF DEPTH PEDCOR DESIGN GROUP LLC � �, � ,� 1X4 CLEATS AT �i� �� Architecture / Project Management: � ENDS AND o 0 O BACK OF � -' 355 City Center Drive � � SHELF (TYP.) 317 705.7979 (ph ne) � � o = 317.705.7980 (fax) m W O � J '� � H O L D G Y P S U M B O A R D � � �� O p PARTICLE -' 1'-0" 1X4 WOOD Architect: WOOD CASING �� ~ Q �� - - gp. � CLEAT „ „ BACK 1/4 AND CAULK RECEPTACLE �� a w ° � � v U WM356:2 1/4 X11/16 PERIMETER. CAULKALL �i w O� � � T� F_ ' `�- io PENETRATIONS INTO THE Q c� �s z ROUNDED "' � BOX WITH SEALANT �� w o :� � EDGE ici � � U - � � `\��UN►luunur►uui�i�i T �� „ a~ NOTE: PAINTED GYP. ��`\\\�'S� 15T R��,,'/��'' 2 1 /4 00 � : E ECTRICAL 8 DATA BOXES SHALL NOT BE INSTALLED `* � ALL CLEATS SHALL I = `� ��' F4 9'G ' BACK-TO-BACK, BUT MAY BE INSTALLED IN THE SAME BE SECURELY FLOOR LINE < _� _ FASTENED TO STUDS 00033126 STUD CAVITY IF PROPERLY SEALED. CONFIRM WITH � ; ` ELECTRICAL DRAWINGS. � ' ' � STATE OF g % �NDIANP : SIDE VIEW 12" 12" SHELF BOX 'ii'��i��/qRC \ o�� ; TY P. WOOD CASING ELEC/DATA JUNCTION BOX TYP. MOUNTING HEIGHTS LINEN/PANTRY 5 SHLV D 1�� ' _ '-0" D 1 SCALE: 3" = 1'-0" Cj 1 SCALE: 1" = 1'-0" B� SCALE: 1/2" = 1'-0" E 1 SCALE. 1 1 I, 1'-4'�� I. 2'-1 1/2" �� T By: PLUMBING _ � -� RISER +/-9'-0" AFF ''� 2'-0" : ---� PARTICLE BD. ' 1X4 WOOD � CEILING LINE CLEAT = � -�Q 5/8" GYP. BD. 5/8" GYP. BD. OVER 2X WD -"- ` �n � _ 2X4 FRAMING CEILING TRUSSES 1X4 CLEATS AT 3 3/4" PARTICLE BD. ROUNDED 'ui ' EXTEND WD. BACK OF 16" DEEP SHELF EDGE ' � STUD TO SHELF (TYP.) 1'-4" '' STRUCTURE ; ! � ABOVE f � � �� 45 DEG. CUT � � N - � RETURN AIR _ _ _ _ � �, GRILL. SEE � ' SIDEWALL CLEATS `° MECHANICAL � � � � „ DRAWINGS 9 OOD BA� E: SIDE VIEW 16" 24" SHELF BOX �� ,o KEY PLAN � SHELVING PRE-ROCK - o BLDG D ' ; 7'�t" AFF ;n ' � BOT. OF SCALE: NTS � _ �� BULKHEAD � WATER VARIES NOTE: S H E L F BOX D ETA I L = ; � RESISTANT 5/8" 2 Developer: ALL CLEATS SHALL SCALE: 1/2" = 1'-0" � GYP. BD. BE SECURELY FLOOR LINE P E D C O R ' ' � OVER 2X 9/_L _16" I� FASTENED TO STUDS ; � WD. STUD � � �j �j �A� � i € V • VC'%l�GP� � RECESSED �L�� DOWNUGHT � � ; DEVELOPMENT CO. ; � DTL. TYP. WOOD BASE LAUNDRY SHELF DETAIL SHE�F�SNA��EOTO ._-__ __ __ __ __ � I TYPICAL BULKHEAD % CLEATSMAKINGITA � BOXAND 1X4 WALL � � f % ' i D2 SCA�E: 1 1/2"= 1'-0" CjL SCALE: 1' = 1'-0" BL SCALE: 1/2" = 1'-0" 3/4" PARTICLE BD. � Project: , SIDEWALL CLEAT SECURE UNIT (TYP. SID�WALL CLEAT � � i i _ - — i - — � i i i i i � � 1/2" WATER CLOTHES � 1"AIR SPACE RESISTIVE ROD TYP. CLEATS ARE � ' GYP. BD. (TYP.) NAILED AND � 3/4" PARTICAL � BACKER ROD AND „ 3cm GRANITE TOP W/ HALF : � gp. SCREWED TO �- � � SEALANT 5/8 F.R. & WATER 2X4 CONT. RESISTIVE GYP. BLOCKING BULLNOSE EDGE � � � WALL (TYP.) � � �„� � WALL DETAI L FAN COIL Bo. -- ' � � 1'-6" 'n � 3 SCALE: 1 1/2"= 1'-0" 3/4" PLYWOOD � v � +31" � Q � N +42" � , ; o T.O. 2X4 TUB TUB �..� :: . :.:... ..... ..�: �.: :: , . � ,',-..�:: �.�::.��.�.�.'.��-'. N N (Y� FRAMING U .� O �111 � j � � � � 2X4 WD. JOIST � ¢ $ � � BEYOND 1X PAINTED WD. CLEAT VARIES 3/4" 2'-0" /4" VARIES �� 2X4 WD. NAILER - � � ■� ■� 1X PAINTED WD. CLEAT, � WATER HEATER PROVIDE 2X4 BLK. SECURE TO WD. BLOCKING V � � � FOR ALL 2ND IN WALL CAVITY � 5,8"GYP. BD.OVER FLOORTUBS SHELF & ROD TYP. DETAIL _.— 2X4 WD. STUDS A3 SCALE: 1/2" = 1'-0" � � 1 HOUR WALL � � � � oU Cn MECH. PLATFORM DTL. - REAR TUB DETAIL 1 HR. WALL DESK SECT DTL. � o @ � D3 SCALE: 1 1/2"= 1'-0" �j 3 SCALE: 1" = 1'-0° B 3 SCALE: 1 1!2"= 1'-0" � W 1 X4 CLEATS AT � BACK OF �,�� 3/4" PARTICLE 3/4" PLYWD. FASTENED TO TOP OF SHELF (TYP.) BOARD PLATE AND TO UNDERSIDE OF COUNTERTOP W! SCREWS � - SET IN MASTIC � � M �, 8„ �' SHELF AND BACKER ROD AND GRANITE COUNTER TOP OCCURS AT SIDEWALL CLEATS SEALANT 11 1/2" 5 1/2" 3" RECESSED LIGHT FIXTURE o UNITS'A3' &'C' FAN COIL AND CEILING BOXES TO BE _ ONLY, REF. 3/4" PLYWOOD � SIMILAR TO J4/A505 * REMOUNT @ M PLAN FOR + HORIZONTAL COPYRIGHT & OWNERSHIP OF DOCUMENTS 54" A. F. F. MAX. � � � �r, DIMENSION THISDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE FOR H.C. PROPERNOFTHEARCHITECTANOPEDCORDESIGNGROUP,LLC ALL +�nn � _ # INFORMATION CONTPJNED HEREIN IS CONFIDENTIAL ITS SUBMISSION � o � CAULK ADAPTABILITY AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CANSTRUEDAS T.O. 2X4 � PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT J LL � � INTELLECTUAL PROPERN RIGH7S OR OTHER RESERVED RIGHTS ALL � INFORMATION CONTPJNED HEREIN CONSTITUiES THE ORIGINALAND FRAMING ° COVE MOULD UNPUBLISHEDVJORKOFTHEARCHITECT,JAMESR STUTZMAN AND - PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF 7HIS DESIGN, °° BETWEEN NOTE. THESE DRAWINGS OR iNE RESULTING BUILDING OR BUILDINGS. OR � � PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE 'f' BRACKETS ALL CLEATS SHALL WPLICATED.COPIED. EXHIBITED PHOTOGRAPHED, PUBLISHED, MODIFlEDOR OTHERWISE DISTRIBUTED INANY WAY WITFiOUT THE 2X4 WD. JOIST � GRANITECOUNTER °°o o BE SECURELY SPECIFlCANDPRIORWFtIT7ENCONSENTOFTHEARCMTEC7JAMESR WD. BRACKET LL � S7UTZMANANDPEDCORDESIGNGROUP.LLG m COPVRIGH72013 TOPAND 5/8" F.R. GYP. BD. FASTENED TO STUDS ,IAMESRSTUTZMANPJACartnellndiana 2X4 WD. NAILER BEYOND ° HOLD GYPSUM BOARD BACK BACKSPLASH ~ ° � • . WATER HEATER � 1/4 AND CAULK PERIMETER BI� SQl CABINET �� Z AIRTIGHT WITH SEALANT. Construction Documents GYP. BD. `V `" CAULK ALL PENETRATIONS 5/8" GYP. BD. OVER INTO THE BOX W/ SEALANT 2X4 WD. STUDS RO D& S H E L F D ETA I L Set Issue Date Sheet Issue Date 5/8" GYP. BD. A� SCALE: 1/2" = 1'-0" 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW as evision ate: Construction Bid Set 02.20.13 - A R H G T. K I T C H E N C O U N T E R C E I L I N G F I XT U R E S : Parcel 9-54 Bid Package M E C H. P LAT F O R M DT L. S I D E B Parking Garage and Ramp 02.20.13 D4SCALE:11/2"= 1'-0" (/� SCALE:11/2"= 1'-0" B� SCALE:3" = 1'-0" " GRANITE BACKSPLASH 3/4" PARTICAL RANITE COUNTER TOP BOARD WD. DOOR FRAME HOLD GYPSUM 1X4 CLEATS AT o BEYOND BOARD BACK BACK OF 1/4"AND SHELF (TYP.) FOAM SEAL FAN COIL CAULK SIDEWALL CLEATS Project Number: AIRTIGHT WITH 3/4" PLYWOOD ANGLED BRACKET, DWEP SEA�ANT NAS H B U I LD I N G OR FILLER W/ LEDGER +42" T.O. 2X4 �. Sheet Title: WD. DOOR, SEE FRAMING N ARCHITECTURE SCHED. ONA523 EMOVABLE BASE CABINET SECOND ROD CO � APARTMENT 2X4 WD. JOIST AS NOTED ON BEYOND W/ BOTTOM &ALL FOUR TRIM RING SIDES OR SINK BASE W/O FLOOR PLAN SIDEWALL CLEATS DETAILS � 2X4 WD. NAILER BACK PANEL ' NOTE: 0° Sheet Number: CV WATER HEATER ALL CLEATS SHALL BE SECURELY - FASTENED TO STUDS NOTE: EXTEND FL. FINISH UNDER CABINET _ PLUMBING PENETRATION 2 RODS & 2 SHELVES DETAIL � MECH. PLATFORM DTL. AT DOO KITCHEN CAB ISO DETAIL • ��_ �^ SCALE: 3/4" = 1'-0" B 5 SCALE: 3" = 1'-0" A5 SCALE: 1/2" = 1'-0" D 5 SCALE. 1 1/2 1-0 �� _.n_�_. , _ __�_�_ ��_.a._ .n..__.___ _�_ �r.�,.. __,__,_ �m.,.�_ . �.��_.�.___. ... _� ' SHEET 3 OF 6 . . . . rawings: ons ruc ion oc: ui ing :. .. ommon: .p n, a e prin e: ,. .-. � i 2'-0" MIN. 74" MI �1f11-alla .... ..� ...., . ..... . .. . .... .. � N iL) rQ � � � � �i� �� v �f1- 11�1�' INDICATES AREAS TO RECEIVE WALL BLOCKING . 6" MAX. � � BACKWALL NOTE: PROVIDE THE BLOCKING INDICATED AVOVE AS A MINIMUM REQUIREMENT FOR FUTURE GRAB GBAR ATTACHMENT, SEE BATHROOM NOTE "B" THIS SHEET BLOCKING REQMTS ccei �- �i�� _ ��p �� IU Q O C1 � � I I / _ U Q O � d a Q HDCP CLEARANCE REQMTS UNITS 'A3 & C' SCALE:1/2" = 1'-0" 24" MIN. H EAD � � � M � J� � � � � i �' ar'o�� i i � i i i , CV FOOT (CONTROL WALL) LOCATE BATHTUB CONTROLS BETWEEN THE BATHTUB RIM & GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE MID-POINT OF THE WIDTH OF THE TUB @ 1 ST FLOOR UNITS ONLY HANDICAP ACCESSIBILITY GENERAL NOTES 5'-0" � � n�� I �� n�� I_ 1' REMOVABLE SINK BASE r�- - - - - � � Z � I � I - 0 M � 48" MIN. T-SHAPED WHEELCHAIR TURNING SPACE CODES: THIS PROJECT SHALL BE CONSTRUCTED TO COMPLY WITH GOVERING ACCESSIBILITY CODES FOR DWELLING PUBLIC AND COMMON USE AREAS AND GROUND FLOOR UNITS OF NON-ELEVATOR BUILDINGS. THESE CODES INCLUDE: A. PUBLIC & COMMON USED AREA: 1. AMERICAN DISABILITYACT (ADA), 1991. 2. 2006 INTERNATIONAL BUILDING CODE, CHAP.11 ACCESSIBILITY 3. ICC/ANSI A117.1 -1998 WHEN REFERENCED BYABOVE CODES. B. GROUND FLOOR DWELLING UNITS: 1. 2006 INTERNATIONAL BUILDING CODE, CHAP. 11 ACCESSIBILITY 2. AMERICAN DISABILITYACTASAPPLICABLE. 3. ICC/ANSI A117.1 -1998, CHAPTER 10. 4. FAIR HOUSING ACT (PART TWO) � CIRCULAR WHEELCHAIR TURNING SPACE TYP. WHEELCHAIR SPACES SCALE:1/2" = 1'-0" COMMON USE FACILITIES: 1. BUILDING, MAIL KIOSKS, LAUNDRY FACILITIES, COMPACTORS, ETC. SHALL BE READILYACCESSIBLE TOAND USABLE BY HANDICAPPED PERSONS PER FEDERALAND LOCAL STATE MUNICIPAL REGULATIONS AND ICC/ANSI 117.1 - 1998 STANDARDS. 2. EXTERIOR DOORS AND INTERIOR DOORS REQUIRED TO BE ACCESSIBLE SHALL PROVIDE MINIMi1M CLEAR OPENINGS OF 32" WIDE, HAVE ACCESSIBLE LEVER OR PANIC HARDWARE MOUNTED NO HIGHER THAN 48" A. F. F. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" HIGH FOR EXTERIOR SLIDING DOOR OR 1/2" HIGH FOR OTHER TYPES OF DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES ATACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 4. DOOR CLOSER SHALL HAVE A SWEEP PERIOD FROM A 70 DEGREE OPEN POSITION OF MINIMUM 3 SECONDS TO A POINT 3" FROM LATCH. 5. FORCE TO OPEN DOOR SHALL NOT EXCEED 5 LBF. 6. LANDING SURFACESAT REQUIREDACCESSIBLE ENTRY DOORSARE TO BE NO MORE THAN 1/2" BELOW FINISH FLOOR. LANDINGS MAY BE SLOPED A MAXIMUM OF 1/8" PER FOOT FOR DRAINAGE. 7. PROVIDE TYPE AACCESSIBLE UNITS WITH THE FOLLOWING FEATURES: A. LEVER HANDLE DOOR HARDWARE FOR ALL DOORS INTENDED FOR USER PASSAGE. B. REQUIRED MANEUVERING CLEARANCES AT DOORS. C. PROVIDE WHEELCHAIR TURNING SPACE IN ALLACCESSIBLE SPACES. D. PROVIDE ACCESSIBLE EQUIPMENT & SPACE IN KITCHENS INCLUDING LOWER COUNTER TOPS, WORK SPACE AND REMOVABLE CABINETS. � HANDICAP ACCESSIBILITY GENERAL NOTES CONT. ACCESSIBLE FIRST FLOOR APARTMENT BUILDINGS/UNITS: 1. DOORS INTO AND WITHIN APPLICABLE DWELLING UNITS SHALL PROVIDE FORACLEAR OPENING OF 32" WIDE, CORRIDORSAND PASSAGEWAYS SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80" 2. DEADLOCKS AND LEVER HARDWARE SHALL BE LOCATED AT THE ENTRY DOOR TO THE UNITATA HEIGHT NO HIGHER THAN 48" A.F.F. 3. CHANGES IN LEVELWITHIN THE DWELLING UNITTHATARE BETWEEN 1/4" AND 1l2" ARE TO BE BEVELED WITH A SLOPE NOT GREATER THAT 1:2. CHANGES IN LEVEL GREATER THAT 1/2" ARE TO BE RAMPED. THRESHOLDS AT ALL EXTERIOR DOORS MAY NOT BE MORE THAN 1/2", WITH CHANGES BEVELED WITH ASLOPE LESS THAN 1:2. THE LANDING SURFACES AT THE PRIMARY ENTRY DOOR TO THE UNITS ARE TO BE NO MORE THAT 112" BELOW FINISH FLOOR. THE FINISHED SURFACE OF THIS AREATHAT IS LOCATED IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP T01/8" PER FOOT FOR DRAINAGE. EXTERIOR DECK, PATIO OR BALCONY SURFACES ARE NOT TO BE MORE THAN 1/2" BELOW FINISH FLOOR UNLESS THEYARE CONSTRUCTED OF IMPERVIOUS MEATERIALS SUCH AS CONCRETE OR WOOD DECK WITH OUT OPEN SPACES. IN SUCH CASE, THE SURFACE SHALL BE NO MORE THAN 4" BELOW FINISH FLOOR. 4. BATHROOM NOTES: A. WALL DIMENSIONS AND FIXTURE LOCATIONS MUST BE HELD SO THAT THE MINIMUM CLEARANCES ARE PROVIDED AS SHOWN ON DETAILS. CLEAR FLOOR SPACE MINIMUM 30"X48" PROVIDED WITHIN THE BATHROOM EXCLUSIVE OF THE DOOR SWING. B. PROVIDE 1 1/2" X MEMBER SIZE REQUIRED WOOD BLOCKING IN LINE OF STUD PLANE FOR WALLS NOTED AS REQUIRING REINFORCING FOR FUTURE GRAB BARS, SEE DETAILS. C. MEDICINE CABINETS TO BE MOUNTED SO THATAUSABLE SHELF IS NO HIGHER THAN 44" A.F.F. D. LAVATORIES ARE TO BE INSTALLED WITH THE CENTERLINE OF FIXTURE A MINIMUM OF 15" HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE EXCEPT WHERE NOTED OTHERWISE. 5. CLOSET NOTES: A. WALK-IN CLOSETS TO HAVE AT LEAST ONE (1) CLOTHES ROD MOUNTED NOT HIGNER THAN 54" AF.F. OR PROVIDE ADDITIONAL CLOSET ROD. B. CLOSETS LESS THAN 25" IN DEPTH: PROVIDE SPACE AND/OR BRACKETS FOR RELOCATION OF RODS HIGHER THAN 54" A.F.F. 6. KITCHEN NOTES: A. DIMENSION BETWEEN FACE OF WALLAND CABINETS MUST BE HELD TO PROVIDE A MINIMUM DISTANCE OF 40". B. CLEAR FLOOR SPACE OF 30"X48" REQUIRED WtTHIN KITCHENS TO ALLOW PARALLEL OR PERPENDICULAR APPROACH TO APPLIANCES AND FIXTURES. 7. ELECTRICAL NOTES: A. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS: ITEMS MUST BE POSITIONED SO THAT CONTROLS ARE LOCATED NOT HIGHER THAT 48" A.F.F., & ELECTRICAL RECEPTACLES MOUNTED SO THAT THE MINIMUM HEIGHT OF LOWEST PLUG IS 15" A.F.F. & CONTROLS AND/OR OUTLETS MOUNTED NOT HIGHER THAN 44" {HORIZONTALLY) ABOVE COUNTERS. 8. TYPICAL NOTES FOR FUTURE UNITADAPTABILITY: A. PROVIDE BLOCKING FOR PLACEMENT OF FUTURE GRAB BAR INSTALLATION AS SHOWN ON DRAWINGS DETAIL X/XXXX. B. PROVIDE FLOOR CLEARANCES AT EACH PLUMBING FIXTURE AS SHOWN ON DRAWINGS X/XXXX. C. MOUNT LAUNDRYAND CLOTHES CLOSET SHELF & RODSAS SHOWN ON DRAWING )UXXXX. � . , •I, �� .� ,� ;� .�. t __._ � �, � �� '� � � �.� f i : �.. i:. � : � a€�i PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: ��. � � � `� � � . 5 T U T � "%, �i /� , �`�� G�sTERFO q� � �- 00033126 STATE OF C.�] � � KEY PLAN BLDG D SCALE: NTS Developer: P E D C O R V � V�%�' ' � DEVELOPMENT CO. Project: � � � �� O � � N � � M V � ._ o � �� , � � � �z .� .� � � V� � � � � . � - � � Q� � (� � ��^U VJ � O � � � V COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICESAND IS THE SOLE PROPERTV OF THE ARCHI7ECTAt� PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENT1Al ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONS7RUEDAS PUBLICATION IN DEROCATION OF COMMON LAW COPVRIGHT, IMELLECTUAL PROPERTY RIGH7S OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTPJNED HEREIN CONSTITUTES THE ORIGINAI AND UNPUBLISHED WORK OF 7HE ARCHITECT JAMES R. STUTZMAN. AND PEDCOR DESIGN GROUP, LLC NO PART OR NMOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUIL�ING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE DUPLICATED, COPIED, EXHIBITED, PFqTOGRAPFiED, PUBLISHED. MODIFlEDOR OTHERWISE DIS7RIBUTED IN ANY WAV WITFiOUT THE SPECIFICAND PRIOR WRITiEN CONSENT OF THE ARCFNTECT, JAMES R STUTZMANANDPEDCOROESIGNGROUP LLC. O COPYRIGHT2013 JAMES R. STUTZMAN AIA Carmel Indiana. Bld Set Construction Documents �� Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, PJR JAW ast evision a e: • Construction Bid Set 02.20.13 • Parcel 489 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: HDCP DETAILS Sheet Number: I � 4 OF 6 ! ROO M F I N I S H S C H E D U L E 0= UNFI�NISHED OPEN, E�XPOSED CEILING. -- = NO FINISH APPLIED. CEILING N0. ROOM NAME WALL FLR. BASE MAT. HT. CASEWORK REMARKS 001 PARKING --- --- --- -- 0 REF. SHEETA100 FOR FINISHES. 002 SUMP ROOM PX -- -- -- 0 REF. SHEETA100 FOR FLOOR FINISH. 003 ICE MELT EQUIP. PX --- --- --- 0 REF. SHEETA100 FOR FLOOR FINISH. 004 STAIR 1 P6 --- B3 --- --- REF. SHEETA100 FOR FLOOR FINISH.METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED 005 FACILITY USE PX --- -- -- 0 REF. SHEETA100 FOR FLOOR FINISH. 006 ELEV. MACH. ROOM -- --- --- --- 0 REF. SHEETA100 FOR FLOOR FINISH. 007 ELEV. LOBBY W1 CT1/WM B4 P2 F SS1 REF. SHEETA403 FOR ENLARGED FLOOR PATTERN. SEE DETAILSA415 FOR WALL FINISH. 008 ENVAC --- --- --- --- 0 REF. SHEETA100 FOR FLOOR FINISH. 009 GENERATOR pX --- -- --- 0 REF. SHEETA100 FOR FLOOR FINISH. 010 WATER SERV/SPRINKLER PX -- --- -- 0 REF. SHEETA100 FOR FLOOR FINISH. 011 STAIR 2 P6 --- B3 --- --- REF. SHEETA100 FOR FLOOR FINISH.METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED 012 TOILET WP2/PX EP1 B7 --- 0 013 LOCKER ROOM PX EP1 B7 -- 0 PL1/PL2 101-105 APARTMENTS * REFER TO TYPICAL APARTMENT ROOM FINISH SCHEDU�E FOR FINISHES. 106 TENANT --- --- --- -- --- FINISHES TBD BY FUTURE TENANTS. 107 TENANT --- --- --- --- --- FINISHES TBD BY FUTURE TENANTS. ' 108 TENANT --- --- -- -- -- FINISHES TBD BY FUTURE TENANTS. 109 TENANT --- --- --- -- --- FINISHES TBD BY FUTURE TENANTS. 110 TENANT -- --- --- --- --- FINISHES TBD BY FUTURE TENANTS. 111 TENANT -- --- -- - -- FINISHES TBD BY FUTURE TENANTS. 112 MEP/JANITOR PX SC1 B5 PX F 113 SERVICE CORRIDOR PX SC1 B5 PX F 114 STAIR 2 P6 --- B3 - --- METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED P5. 115 STAIR 1 P6 -- B3 --- --- METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED P5. 116 SERVICE CORRIDOR PX SC1 B5 PX F 117 PUBLIC CORRIDOR W1 CT1 1 B6 P2 F 118 ELEV. LOBBY W1 CT1N1l 1 B6 P2 F REF. SHEETA403 FOR ENLARGED FLOOR PATTERN. SEE DETAILSA415 FOR WALL FINISH. 119 MEP PX SC1 B5 PX F 120 ENVAC WP1/PX VCT1 BX PX F MOUNT (1) PANEL HORIZONTALLYABOVE BASE. WALLABOVE TO BE PAINTED P6. 121 IT PX VCT1 BX PX F 122 TOILET PX SC1 BX PX F 123 OFFICE -- --- --- PX F 124 SERVICE CORRIDOR PX SC1 B5 PX F 201-213 APARTMENTS * REFER TO TYPICALAPARTMENT ROOM FINISH SCHEDULE FOR FINISHES. 214 STAIR 2 P6 -- B3 --- -- METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED P5. 215 STAIR 1 P6 -- B3 --- -- METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED P5. 216 CORRIDOR P4 C2/C3 B6 P2 F REFER TO PLAN FOR FLOOR PATTERN. SEE DETAILS A415 FOR WALL FINISH. 217 CORRIDOR P4 C2/C3 B6 P2 F REFER TO PLAN FOR FLOOR PATTERN. EE DETAIL A415 F R WALL FINI H. 218 ELEV. LOBBY P4 C2/C3 B6 P2 F REF. SHEETA403 FOR ENLARGED FLOOR PATTERN. SEE DETAILSA415 FOR WALL FINISH. 219 MEP PX SC1 BX PX F 22� ENVAC WP1/PX VCT1 BX PX F MOUNT (1) PANEL HORIZONTALLYABOVE BASE. WALLABOVE TO BE PAINTED P6. 301-313 APARTMENTS * REFER TO TYPICAL APARTMENT ROOM FINISH SCHEDULE FOR FINISHES. 314 STAIR 2 P6 --- B3 PX F METAL STRINGERS, PANS, HANDRAI�S TO BE PAINTED P5. 315 STAIR 1 P6 --- 63 PX F METAL STRINGERS, PANS, HANDRAILS TO BE PAINTED P5. 316 CORRIDOR P4 C2/C3 66 P2 F REFER TO PLAN FOR FLOOR PATTERN. SEE DETAILS A415 FOR WALL FINISH. 317 CORRIDOR P4 C2/C3 B6 P2 F REFER TO PLAN FOR FLOOR PATTERN. EE DETAIL A415 F R WALL FINI H. 318 ELEV. LOBBY P4 C2/C3 B6 P2 F REF. SHEETA403 FOR ENLARGED FLOOR PATTERN. SEE DETAILSA415 FOR WALL FINISH. 319 MEP PX SC1 B5 PX F 320 ENVAC WP1/PX VCT1 BX P2 F MOUNT (1) PANEL HORIZONTALLYABOVE BASE. WALLABOVE TO BE PAINTED P6. 400 ATTIC SPACE __ ___ __ ___ __ 401 ATTIC SPACE --- -- ___ ___ ___ 402 ATTIC SPACE --_ ___ __ ___ ___ 403 ATTIC SPACE -- --- __ __ __ 403 ATTIC SPACE --- --- -- --- -- 405 ATTIC SPACE --- --- --- --- --- 406 ATTIC SPACE --- --- --- --- --- 407 ATTIC SPACE -- --- --- -- --- 408 ATTIC SPACE -- --- -- --- -- 409 ATTIC SPACE --- --- -- --- -- 410 ATTIC SPACE --- -- --- --- --- 411 ATTIC SPACE --- -- --- -- --- 412 ATTIC SPACE -- --- -- -- --- 413 ATTIC SPACE --- --- --- --- -- DOOR SCHEDULE NOTES 1. ALL NEW INTERIOR DOOR TO BE: TRUSTYLE MDF DOORS, MODEL #TS2020 , 2 PANEL OPTION OR EQUAL. 2. ALL DOORS TO BE PAINTED P3. 3. ALL WOOD DOOR FRAMES TO BE PREPPED AND PAINTED SEMI-GLOSS P3. 4. DOOR VENDOR TO FABRICATE DOOR WITH A 1" UNDERCUTAT BEDROOMS, BATHROOMS, AND WALK IN CLOSETS FOR RETURNAIR. 5. SEE SPECIFICATION SECTION N0. 870-13 FOR HARDWARE SCHEDULE. 6. ALL DOORS TO HAVE WALL-MOUNTED DOOR STOPS MOUNTEDAT BASEBOARD, UNLESS OTHERWISE NOTED. USE HINGE PIN DOOR STOP WHERE WALL STOP CANNOT BE MOUNTED ON BASEBOARD. 7. ALL FIRST FLOOR SWING DOORS REQUIRING THRESHOLDS SHALL BE MAX. 1/2". 8. PROVIDE ENERGY STAR INSULATED DOOR. SEE "HERS" DESIGN REQUIREMENTS ON CS SHEET GENERAL DOOR & WINDOW NOTES 1. GROUND FLOOR LIVING UNITS (SEE NOTE #10 IN CODE INFORMATION) ARE REQUIRED TO BE ADAPTABLE. THEIR DOORS, WINDOWS, EQUIPMENT, FIXTURES, HARDWARE AND DEVICES SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE NOTED CODE REQUIREMENTS. 2. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED BY IBC SECTION 2406.2 SHALL BE SAFETY GLAZING IN COMPLIANCE WITH IBC SECTION 2406.1. 3. APARTMENT INTERIOR FINISH MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OFASTM CLASS C (76-200). SMOKE DEVELOPMENT RATINGS SHALL NOT EXCEED 450; IVC TABLE 803.1. 4. ALL GLAZING AND HARDWARE INSTALLED ON FIRE-RATED DOORS SHALL COMPLY WITH IBC 714. 5. ALL LOCKS AND LATCHES INSTALLED ON EGRESS DOORS SHALL COMPLY WITH IBC 1003.3.1.8. TYPICAL APARTMENT ROOM FINISH SCHEDULE ROOM NAME FLOOR WALLS CEILING BASE MILLWORK CASEWORK NOTES ENTRY LVT1 P1 P2 61 - - LIVING ROOM C1 P1 P2 B1 - - DINING ROOM C1 P1 P2 B1 - NS1 HALL LVT1 P1 P2 B1 - - BEDROOM C1 P1 P2 B1 - - CLOSET C1 P1 P2 B1 - - BATH LVT2 P1/W2-W3 P2 B1 - NS1 SEE ELEVA421 FOR TILE PATTERN LINEN LVT2/C1 P1 P2 B1 - - KITCHEN WT1 P1 P2 61 - NS1 PANTRY LVT1 P1 P2 61 - - LAUNDRY LVT1/LVT2 P1 P2 B2 - - LVT1 WHEN ADJACENT TO KITCHEN MECH. CLOSE SC1 P1 P2 B5 - - �/[+7��•'i[L`J\fi:�:1�111�y1+'fiy�1:�►�/la��\'L�a\��a:ii�i�iy� . � � . N �J�I�G\ ��1 �� .pn, aeprine : FINISH LEGEND FLOOR PATTERN c, CARPET W/ PAD MFG: SHAW PATTERN: LET'S GO E0306 COLOR: PEBBLE 00701 CONTACT: LOCATION: APARTMENTS C2 CARPET - DIRECT GLUE BUDGET INSTALL $18 SY MFG: PATTERN: COLOR: LOCATION: 2ND-3RD FLCORRIDORS c3 CARPET TILE-DIRECT GLUE BUDGET INSTALL $30 SY MFG: PATTERN: COLOR: INSTALL: LOCATION: 2ND-3RD FL CORRIDORS ca CARPET-DIRECT GLUE BUDGET INSTALL $25 SY M FG: PATTERN: COLOR: LOCATION:1 ST FL LOBBY wM� WALK-OFF CARPET TILE BUDGET INSTALL $56 SY MFG: PATTERN: COLOR: LOCATION: PKG-1ST FL ELEV LOBBY PCT1 PORCELAIN TILE-SIZE BUDGET $10 SF MATERIAL MFG: PATTERN: COLOR: GROUT: SOURCE: LOCATION: PKG-1 ST FL ELEV LOBBY EP1 EPDXY FLOOR MFG: DUR-A-FLEX PRODUCT: POLY CRETE SLB COLOR:CHARCOAL BASE: 6" COVE CONTACT: LOCATION: LOCKER ROOM/TOILET ROOM LVT1 LAMINATE FLOORING - 5" PLANK MFG: SHAW STYLE: LEFT BANK SL938 COLOR: EIFFEL MAPLE 00510 CONTACT: SUSAN MEDINA317.7107655 LOCATION: KITCHEN, ENTRY, PANTRY �vrz LUXURY VINYL TILE -16"X16" MFG:SHAW STYLE: ARRAY 0079V PATTERN: CALCUTTA COLOR: 250 LINEN CONTACT: SUSAN MEDINA317.710.7655 LOCATION: LAUNDRY, BATHROOMS, LINEN vcr� VINYL COMPOSITE TILE -12"X12" MFG:ARMSTRONG STYLE: STANDARD EXCELON PATTERN: IMPERIAL TEXTURE COLOR: CONTACT: MARC FENSLER, 317-919-5344 LOCATION: SUPPORT sc� SEALED CONCRETE ____ _ � DOOR SCHEDULE � MARK LOCATION ELEVATION STYLE SIZE MATERIAL DETAIL HARDWARE REMARKS DOOR FRAME HD. JMB. SILL SET A1 BEDROOM A 2 PANEL 2'-10"X6'-8" WD. WD. 3A 4A 5A 26 SEE NOTE'A' A2 BATH A 2 PANEL 2'-10"X6'-8" WD. WD. 3A 4A 5A 27 SEE NOTE'B' A3 LINEN A 2 PANEL 2'-4"X6'-8" WD. WD. 3A 4A 5A 28 SEE NOTE'A' A4 CLOSET C 2 PANEL 2'-6"X6'-8" WD. WD. 3A 4A 5A 33 PAIR A5 CLOSET A 2 PANEL 2'-10"X6'-8" WD. WD. 3A 4A 5A 29 SEE NOTE 'A' A6 MECHANICAL A 2 PANEL 2'-6"X6'-8" WD. WD. 3A 4A 5A 30 SEE NOTE'A' A7 PANTRY A 2 PANEL 2'-4"X6'-8" WD. WD. 3A 4A 5A 28 SEE NOTE'A' A8 LAUNDRY B 2 PANEL 2'-6"X6'-8" WD. WD. 3A 4A 5A 34 2 PAIR BI-FOLD) A9 LAUNDRY A 2 PANEL 3'-0"X6'-8" WD. WD. 3A 4A 5A 32 A10 ENTRY A 2 PANEL 3'-0"X7'-0" MTL. MTL. 2A 2A 5A 31 PEEP SITE A11 LINEN D 2 PANEL 2'-0"X6'-8" WD. WD. 3A 4A 5A 34 BI-FOLD NOTE: A. PROVIDE WALL STOP "WS402CCV" AS REQUIRED. B. PROVIDE WALL STOPS "WS402CCV" OR "1275RP" OR FLOOR STOP "FS13" AS REQUIRED. ALTERNATE NUMBER 7: PROVIDE COST FOR 7'-0" DOORS IN LEIU OF 6'-8". BASE B� PAINTED WOOD BASE SEE DETAIL C2/A520 COLOR: P3 LOCATION: APARTMENTS B2 VINYL BASE MFG: COLOR: SIZE: 4" COVE CONTACT BARB LUSTIG 317.443.8137 LOCATION: LAUNDRY ss VINYL BASE MFG: COLOR: SIZE: 4" COVE CONTACT: BARB LUSTIG 317.443.8137 LOCATION: STAIRS, SUPPORTAREAS B4 PORCELAIN TILE BASE MFG: PATTERN: COLOR: SIZE: CONTACT: LOCATION: PARKING LOBBY B5 VINYL BASE MFG: COLOR: SIZE: 4" COVE CONTACT: BARB LUSTIG 317.443.8137 LOCATION: SEALED CONCRETE Be PAINTED WOOD BASE SEE DETAIL B5/A507 COLOR: PX LOCATION: 1ST FLR LOBBY, 2ND-3RD FLR CORRIDORS B� VINYL BASE MFG: COLOR: SIZE: 6" COVE CONTACT: BARB LUSTIG 317.443.8137 LOCATION: LOCKERITOILET ROOM, JANITOR B8 VINYL BASE MFG: COLOR: SIZE: 6" COVE CONTACT: BARB LUSTIG 317.443.8137 LOCATION: RESTROOM PAINT P� PAINT MFG: SHERWIN WILLIAMS COLOR: AGREEABLE GRAY SW7029 FINISH: EGGSHELL LOCATION: APARTMENT WALLS P2 PAINT MFG: SHERWIN WILLIAMS COLOR: EXTRA WHITE SW7006 FINISH: FLAT LOCATION: CEILINGS/BULKHEADS p3 PAINT MFG: SHERWIN WILLIAMS COLOR: EXTRA WHITE SW7006 FINISH: SEMI-GLOSS LOCATION: APARTMENT INT. DOORS & TRIM P4 PAINT MFG: SHERWIN WILLIAMS COLOR: FINISH: EGGSHELL LOCATION: CORRIDORS p5 PAINT MFG: SNERWtN WILLIAMS COLOR: FINISH: SEMI-GLOSS LOCATION: STAIRS-METAL STRINGERS, HANDRAILS, ETC. P6 PAINT MFG: SHERWIN WILLIAMS COLOR: FINISH: EGGSHELL LOCATION: STAIRS, SUPPORTAREAS WALLCOVERING W' NOT USED O GLAZED CERAMIC TILE-6"X8" MFG: AMERICAN OLEAN PATTERN: PROFILES COLOR: 0025 ICE WHITE, GLOSS GROUT: CORNER CADDY: BA765 ICE WHITE 25 CONTACT: SUSAN SIMON, 317.284.0732 LOCATION: APT. SHOWER/BATH NOTE: INSTALL RUNNING BOND O � � � �. ELEVATIONS 1/4" = 1'-0" O NOT USED. wa WALLCOVERING BUDGET $13 SY MATERIAL MFG: PATTERN: COLOR: LOCATION: PKG-1 ST FL ELEV LOBBY WALL PROTECTION PROTECTIVE WALLCOVERING MFG:KOROGARD TEXTURE: COLOR: SIZE: 4'X8' SHEETS THICKNESS: CONTACT: DARLACULP317.443.8985 LOCATION: ENVAC ALTERNATE: C/S ACROVYN � PROTECTIVE WALLCOVERING MFG:KOROGARD TEXTURE: COLOR: SIZE: 4'X8' SHEETS THICKNESS: CONTACT: DARLACULP317.443.8985 LOCATION: TOILET WALLS, JANITOR ALTERNATE: C/S ACROVYN c� CORNER GUARDS MFG:KOROGARD COLOR: SIZE: 8' CONTACT: DARLACULP317.443.8985 LOCATION: CORRIDORS ALTERNATE: CIS ACROVYN PLASTIC LAMINATES P�' PLASTIC LAMINATE MFG: COLOR: FINISH: LOCATION: LOCKER ROOM PLUMBING SCREEN P� PLASTIC LAMINATE MFG: COLOR: FINISH: LOCATION: LOCKER ROOM COUNTER PL3 PLASTIC LAMINATE MFG: COLOR: FINISH: LOCATION: RESTROOM PLUMBING SCREEN PL4 PLASTIC LAMINATE MFG: COLOR: FINISH: LOCATION: RESTROOM COUNTER SOLID SURFACES ss, SOLID SURFACE M FG: COLLECTION: COLOR: CONTACT: LOCATION: WINDOW SILLS (PARKING ELEV. LOBBY) ssz SOLID SURFACE MFG: SERIES: COLOR: CONTACT: LOCATION: APARTMENT WINDOW SILLS S� SOLID SURFACE MFG: COLLECTION: COLOR: CONTACT: LOCATION: WINDOW SILLS (1ST FLR LOBBY) NATURAL STONE "s, GRANITE SLAB THICKNESS: 3CM COLOR: GIALLO ORNAMENTAL EDGE:SQUARE LOCAT►ON: KITCHEN COUNTER, DESK Nsz GRANITE SLAB THICKNESS: 3CM COLOR: GIALLO ORNAMENTAL EDGE:SQUARE LOCATION: BATHROOM COUNTER WOOD FINISHES `"S' NOT USED O DOOR HEAD SCALE:11/2"= 1'-0" DOOR HEAD SGALE:11/2"= 1'-0" 2X4 WOOD STUD FRAMING 5/8" GYP. BD. -� BATT INSULATION SEALANT DOOR JAMB CrGI F• 1 1/7"= 1'_f1" LINE OF WOOD CASING BEYOND � 3/4" WOOD FRAME BEYOND 1 1/4"X1/2" WD. STOP BEYOND DOOR SILL SCALE:11/2"= 1'-0" � 5/8" GYP. BD. 2X6 WOOD STUD FRAMING 2X HEADER, REF. STRUCTURAL 2 1 /4"X11 /16" COLONIAL TRIM SEE DETAIL E1/A520 REDIFLEX STEEL DOORFRAME BATT INSULATION 5/8" GYP. BD. 2X4 WOOD STUD FRAMING 2X HEADER, REF. STRUCTURAL SEALANT 2 1 /4"X11 /16" COLONIAL TRIM SEE DETAIL E1/A520 3/4" WOOD FRAME 1 1/4"X1/2" WD. STOP 2 1 /4"X 11 /16" COLONIAL TRIM SEE DETAIL E1/A520 1 1/4"X1/2" WD. STOP 3/4" WOOD FRAME DOOR LEAF THRESHOLD SET IN ASPHALT MASTIC � r �j.. � � r� s, �' ��ra � . __� _ �_.: t�. �� , �_: �. � i � :` �: �_ ,.: _�_ � � PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmei, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Architect: � ; o�`°��\S,� `SITfV,lT��'''% '% :°��C' �,G�STfRF �y2 : � �Q' , = 00033126 = � STATE OF � By: � � � � � I 4-� KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R V , L.:f�%�G�' � � DEVELOPMENT CO. Project: � � � �� O � � Q � N v �M .� � �`' � � � � � � �'� � Z ■� .� � � U � - � � � ■� � � � � � � (a m o v VJ � O � � � U COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SEMICES AND I S THE SOLE PROPERN OF THE ARCHITECTAND PEDCOR DESIGN GROUP LLC ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERN RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CON7AINED HEREIN CANSTITUTES THE ORIGINAL AND . UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN. AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF 7HIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF 7HE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBI7ED. PFqTOGRAPHED, PUBLISHED, _ MODIFIED OR OTHER�MSE qSTRIBUTED IN ANY WAY NATFIOUT 7HE SPEqFlCAND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R STUTZMAN AND PEDCOR DESIGN GROUP, LLC. O COPVRIGHT 2013 ,14MES R. STURMAN PJA Carmel Indiana. Bld Set Construction Documents Set Issue Date Sheet Issue Date 05.15.2012 Drawn By Checked By EJD, JLS, JAW, AJR JAW ast evision ate: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 Project Number: NASH BUILDING Sheet Title: _ DOOR AND ROOM � FINISH SCHED., ELEVS. & NOTES Sheet Number: r �,,.._ ____r_._.. ..�s_.. ..s�..._..aw _._� _ �..�.� SHEET 5 OF 6 Ii . / _ . _ _. _ �__ _ _ . _ .._ _ _ _ _ ._��_.v_____ ___.___.�.__ _ _ _�� .�- _ _._. r._e k_ ___�� .��.. a � _�_ .___ ._,__�ma�«<.�__�_ _,_� _ _ __ _ .� ..... _ .�___ _ m �_.. _ _ _� _ _ � __«__�. ___._ �� u.. _�._.�_ __ _ _ _ _ _ _ _ _ . . _ ._ . __ _ _ _ __.� y. .. .. .v..�._...�..ti,w_� � _ _ _.._�._�«.. ..._... _ ___ . ._ _ _ _. __� _ � _ __ m___ _ _ _ , _� �� _ � - DOOR AND FRAME SCHEDULE TYPE SIZE DOOR FRAME HARDWARE r � DOOR # � , ��'��.�� DOOR # ROOM # DR FRM W HT THK MATL GLZ DEPTH MATL DETAIL FIRE RATING SET NO KEYSIDE RM NO NOTES .� `�v SEE PLAN FOR HEAD JAMB SILL WALL TYPE/ D001A 9'-0" 9'-0" 0'-2" C2/A501 C2/A501 - 01 D001A _- �.�------ THICKNESS ALIGN FRAME W/ D001B 9'-0" 9'-0" 0'-2" C2/A501 C2/A501 - 01 D0016 �� :� � LINE OF CMU WALL CMU, THIS SIDE �"" � �'� ��` -�` T 3/8" BACKER ROD BEYOND DOOR LEAF D003 003 A 1 3'-0" 6'-8" 0'-1 3/4" HM 5 3/4" HM F1/A601 E1/A601 D1/A601 60 02 1 D003 �; �;� ;<, 8" CMU, GROU AND SEALANT D004 004 B 1 3'-0" 6'-8" 0'-1 3/4" HM G3 5 3/4" HM F1/A601 E1/A601 D1/A601 90 03 1 D004 PEDCOR DESIGN GROUP LLC CORES SOLID GROUTED HOLLOW D005 005 A 1 3'-0" 6'-8" 0'-1 3/4" HM 5 3/4" HM F1/A601 E1/A601 D1/A601 04 1 D005 EA. SIDE SEALANT D006 006 A 1 4'-0" 7'-0" 0'-1 3/4" HM 5 3/4" HM F2/A601 E2/A601 D1/A601 90 05 1 D006 Architecture / Project Management: ALIGN FRAME W/ METAL FRAME _ 8" CMU LINTEL, BEYOND THRESHOLD SET D007 007 C - 3'-6" 7'-0" 0'-1 3/4" ALUM G2 4" ALUM D2/A602 D1/A602 06 4 D007 355 City Center Drive REF. CMU, THIS SIDE IN ASPHALT D008 008 A 1 4'-0" 7'-0" 0'-1 3/4" HM 5 3/4" HM F1/A601 E1/A601 D1/A601 90 07 1 D008 Carmel, Indiana 46032 STRUCTURAL o ;� : 3/8" BACKER ROD MASONRY CONC. FLOOR MASTIC D009 009 A 1 3'-0" 6'-8" 0'-1 3/4" HM 5 3/4" HM F1/A601 E1/A601 D1/A601 60 08 1 D009 317.705.7979 (phone) DRAWINGS ANCHOR D010 010 A 1 3'-0" 6'-8" 0'-1 3/4" HM 5 3/4" HM F1/A601 E1/A601 D1/A601 60 09 1 D010 317.705.7980 (fax) AND SEALANT Q p o o D011 011 B 1 3'-0" 6'-8" 0'-1 3/4" HM G3 5 3/4" HM F1/A601 E11A601 D1/A601 90 03 1 D011 EA. SIDE n DOOR LEAF � p.. � D � ,0 DO'IZ 012 A 1 3'-0" 7'-0" 0'-1 3/4" HM 5 3/4" HM C2/A602 62/A602 A2/A602 - 22 D012 Architect: - .. ' � ,� � �, _ -.` �'�—SEE SCHEDULE ' '.: o' D013 013 A 1 3-0 7'-0" 0-1 3/4" HM 53/4 HM F2/A601 E2/A601 D1/A601 21 D013 p V D. p �,t{ GROUTED HOLLOW AND FRAME TYPE 8" CMU, GROUT GROUTED HOLLOW o. o: . � � � D101 101 D 1 3'-0" 7'-0" 0'-1 3/4" MTL. 7 1/4" WD F4/A601 E4/A601 D4/A601 10 D101 # METAL FRAME 5 3/4 ELEVATION CORE SOLID METAL FRAME � ° o D102 102 D 1 3'-0" 7'-0" 0'-1 3/4" MTL. 7 1/4" WD F4/A601 E4/A601 D4/A601 10 D102 � ° p. � D103 103 D � 3'-0" 7'-0" 0'-13/4" MTL. 71/4" WD F4/A601 E4/A601 D4/A601 10 D103 HOLLOW METAL ALIGN FRAME W/ CMU W/ BULL NOSE v p ° � � ��"„11�"III"""(r�� D104 104 D 1 3'-0" 7'-0" 0'-13/4' MTL. 71/4' WD F4/A601 E4/A601 D4/A601 10 D1U4 ��S4,STil%��io, FRAME BEYOND CMU, THIS SIDE CORNER v ° o �. ° p D105 105 D 1 3'-0" 7'-0" 0'-1 3/4" MTL 5 1/4" WD F3/A601 E3/A601 D3/A601 35 D105 ��\��' �G�STERF �9/��: D 4 � o� o � D106A 106 C 3'-6" 8'-0" 0'-1 3/4" ALUM G2 4" ALUM C2/A604 11 D106A ; Q. � O 2� DOOR LEAF ° o. ° D106B 106 A 1 4'-0" 7'-0" 0'-1 3/4" HM 7 3/4" HM C2/A602 62/A602 A2/A602 60 12 2 D1066 _� _ � ° ° D106C 106 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM C2/A604 11 o,osc a _ 00033126 - D107A 107 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM B4/A603 C2/A604 11 D107A ; ; D108A 108 C 3'-6" 8'-0" 0'-1 3/4" ALUM G2 4" ALUM B4/A603 C2/A604 11 D108A � STATE OF ` D109A 109 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM B4/A603 C2/A604 11 D109A °� �NDIANP .` D110A 110 C 3'-6" 8'-0" 0'-1 3/4" ALUM G2 4" ALUM B4/A603 C2/A604 11 D110A ��'''%., qRC `�` D111A 111 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM C2/A604 11 D111A �� nuna H EAD D ETL. JAM B DETL. SI LL DETL. D111B 111 A 1 4'-0" 7� 0�� 0'-1 3/4" HM 7 3/4" HM C2/A602 B2/A602 A2/A602 60 12 2 D111B F 1 SCALE: 1 1/2 - 1 0 �� SCALE: 1 1/2 - 1 0 D 1 SCALE: 1 1/2 - 1-0 D112 112 A 1 3'-0" 7-0 0'-1 3/4" HM 7 3/4" HM C2/A602 62/A602 A2/A602 45 17 2 D112 . "- '- " "- '- " ��- �� D113 113 A 2 4'-0" 7'-0" 0'-1 3/4" HM 1'-03/4" HM F5/A601 E5/A601 D5/A601 60 20 1,4 D113 � ' D 114 114 B 2 3'-0" 7'-0" 0'-1 3/4" H M G3 5 3/4" H M C 1/A602 61 /A602 A1 /A602 90 15 1 D 114 ' D 115 115 B 2 3'-0" 7'-0" 0'-1 3/4" H M G3 5 3/4" HM C 1/A602 B 1/A602 A1 /A602 90 15 1 D 115 D117A 117 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM C2/A604 13 4 D117A � D117B 117 C 3'-6" 8'-0" 0'-13/4" ALUM G2 4" ALUM C2/A604 13 4 D1176 � By� D117C 117 F 1 4'-0" 7'-0" 0'-1 3/4" HM 7 3/4" HM C2/A602 B2/A602 A2/A602 60 14 2,4 D117C D117D 117 F 1 4'-0" 7'-0" 0'-1 3/4" HM 7 3/4" HM C2/A602 B2lA602 A2/A602 60 14 2,4 D117D : D119 119 A 1 3'-0" 7'-0" 0'-1 3/4" HM 7 3/4" HM C2/A602 62/A602 A2/A602 45 16 2 D119 � SEE PLAN FOR ALIGN FRAME W/ D120 120 A 1 3'-0" 7'-0" 0'-1 3/4" HM 7 3/4" HM C2/A602 B2/A602 A2/A602 45 19 2 D120 � WALL TYPE/ CMU, THIS SIDE D121 121 F 1 3'-0" 7'-0" 0'-1 3/4" WD 7 3/4" HM C2/A602 B2/A602 A2/A602 45 17 D121 W 3/8" BACKER ROD � _ THICKNESS LINE OF CMU WALL D122 122 A 1 3'-0" 7'-0" 0'-1 3/4" WD 7 3/4" HM C2/A602 62/A602 A2/A602 45 36 D122 LIQUID APPLIED AND SEALANT BEYOND DOOR LEAF D123 123 F 1 3'-0" 7'-0" 0'-1 3/4" WD 7 3/4" HM C2/A602 B2/A602 A2/A602 45 37 D123 WEATHER BARRIER EA. SIDE EXTENDED OVER 2X4 8" CMU D202 202 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD C5/A602 A5/A602 A3/A505 23 D202 � 8" CMU, GROUT ALIGN FRAME W/ GROUTED HOLLOW D204 204 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD F4/A601 E4/A601 A3/A505 23 D204 , WD. STUD FRAMING CORE SOLID CMU METAL FRAME THRESHOLD SET D206 206 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD F4/A601 E4/A601 A3/A505 23 D206 8" CMU LINTEL, BEYOND IN ASPHALT � BATT INSULATION REF. MASONRY MASTIC D208 208 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD F4/A601 E4/A601 A3/A505 23 D208 I I I STRUCTURAL ANCHOR CONC. FLOOR, D210 210 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD F4/A601 E4/A601 A3/A505 23 D210 lb b 5/8" GYP. BD. DRAWINGS LIQUID APPLIED REF. INTERIOR EXP. JNT. D212 212 E 1 3'-0" 6'-8" 0'-1 318" WD 5 1/4" WD F3/A601 E3/A601 A3/A505 23 D212 DOOR LEAF FIN. SCHED. D214 214 B 2 3'-0" 7'-0" 0'-1 3/4" WD G3 5 3/4" HM C4/A602 64/A602 A4/A602 90 24 3 D214 2X HEADER, REF. WEATHER BARRIER o . o. 3/8" BACKER ROD EXTENDED OVER 2X4 ° D215 215 B 2 3'-0" 7'-0" 0'-1 3/4" WD G3 5 3/4" HM C4/A602 64/A602 A4/A602 90 24 3 D215 � :--.' STRUCTURAL - :.:- .� . �� o. . p. . ° o D219 219 F 1 3'-0" 7'-0" 0'-1 3/4" WD 7 3/4" HM C2/A602 62/A602 A2/A602 45 16 2 D219 AND SEALANT 0 � � ' � EA. SIDE WD. STUD FRAMING _ � � �' p� . D D. D � p DZZO 220 F 1 3'-0" 7'-0" 0'-1 3/4" WD 7 3/4" HM C2/A602 B2/A602 A2/A602 45 19 2 D220 KEY PLAN SEALANT BATT INSULATION GROUTED HOLLOW o. � � p ° D302 302 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD 5C/A602 5A/A602 A3/A602 23 D302 ' ` �SEE SCHEDULE `' METALFRAME � � - �r - o D304 304 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD 65/A602 A5/A602 A3/A602 23 D304 D D D. . GROUTED HOLLOW AND FRAME TYPE 5/8" GYP. BD. `� 2X4 WD. STUD �... � o ° D306 306 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD B5/A602 A5/A602 A3/A602 23 D306 �,�E 11 5/8 ELEVATION `. ':,:.. � o.. . 3'-0" - - 3/8" 1/4" 65/A602 A5/A602 A3/A602 23 D308 NTs D METAL FRAME FRAMING v � D308 308 E 1 6' 8" 0' 1 WD 7 WD D � p . �'-�/$" ALIGN FRAME W/ SEALANT v: '°: �: D310 310 E 1 3'-0" 6'-8" 0'-1 3/8" WD 7 1/4" WD 65/A602 A5/A602 A3/A602 23 D310 o. . o Developer: HOLLOW METAL CMU, THIS SIDE °._o. . o D312 312 E 1 3'-0" 6'-8" 0'-1 3/8" WD 5 1/4" WD F3/A601 E3/A601 A3/A602 23 D312 FRAME BEYOND o � °. p D314 314 B 2 3'-0" 6'-8" 0'-1 3/4" WD G3 5 3/4" HM C4/A602 B4/A602 A4/A602 90 24 3 D314 p MASONRY ° o ° p D315 315 B 2 3'-0" 6'-8" 0'-1 3/4" WD G3 5 3/4" HM C4/A602 64/A602 A4/A602 90 24 3 D315 P E � C � R DOOR LEAF ANCHOR o ' D319 319 F 1 3'-0" 7'-0" 0'-1 3/4" WD 5 3/4" HM C2/A602 B2/A602 A2/A602 45 18 2 D319 � D320 320 F 1 3'-0" 7'-0" 0'-1 3/4" WD 5 3/4" HM C2/A602 62/A602 A2/A602 45 19 2 D320 ; ; � �G� �'��%� D401 401 A 1 1'-10" 6'-8" 0'-0 3/4" WD -- 4" WD F1/A602 E5/A602 F2/A602 DS 25 D401 ; D402 402 A 1 3'-0" 6'-8" 0'-0 3/4" WD -- 4" WD E2/A602 E4/A602 E3/A602 DS 25 D402 ; H EA D D E T L. J A M B D E T L. S I L L D ET L. D403 403 A 1 1'-10" 6'-8" 0'-0 3/4" WD -- 4" WD F 1/A602 E5/A602 F2/A602 DS 25 D403 DEVELOPMENT CO. • --- ___ - - _ _. _ -- -- --- _ D404 404 A 1 3'-0" 6'-8" 0'-13/8" WD -- 4" WD E2/A602 E4/A602 E3/A602 DS 25 D404 ` �2 SCALE:11/2"= 1'-0" E2 SCALE:11/2"= 1'-0" D� SCALE:11/2"= 1'-0" D405 405 A 1 1'-10" 6'-8" 0'-03/4" WD -- 4" WD F1/A602 E5/A602 F2/A602 DS 25 D405 , Project: D406 406 A 1 3'-0" 6'-8" 0'-0 3/4" WD -- 4" WD E2/A602 E4/A602 E3/A602 DS 25 D406 D407 407 A� 1 1'-10" 6'-8" 0'-0 3/4" WD -- 4" WD F1/A602 E5/A602 F2/A602 DS 25 D407 D408 A 1 3'-0" 5'-0" 0'-1 3/4" HM 5 3/4" HM E1/A105 61/A105 C1/A105 -- 18 3 D408 DOOR AND FRAME SCHEDULE NOTES� LINE OF WOOD DOOR LEAF CASING BEYOND LINE OF GRANITE 1. DOOR & FRAME SHALL BE EXTERIOR, EXTRA HEAVY DUTY DOOR & GLAZING SCHEDULE BASE BEYOND FRAME LEVEL 3. � LIQUID APPLIED 1" WOOD FRi,ME WEATHER BARRIER SEE PLAN FOR BEYOND THRESHOLD SET 2. DOOR ,3� FRAME SHALL BE INTERIOR, HEAVY DUTY DOOR & FRAME NO. TYPE � v EXTENDED OVER 2X6 WALL TYPE/ LEVEL 2. WD. STUD FRAMING THICKNESS IN ASPHALT ,1 LIQUID APPLIED CONC. SLAB MASTIC �J � WEATHER BARRIER REF. INTERIOR C.I.P. CONC. SLAB 3. DOOR & FRAME SHALL BE EXTERIOR, HEAVY DUTY DOOR & FRAME G 1 INSULATING CLEAR LOW-E � O BATT INSULATION 3/4" EIFS VENEER EXTENQED OVER 2X6 WD. STUD FRAMING F N. SCHED. EXP. JNT. LEVEL 2. � 2X6 WOOD 5/8�� EXTERIOR 3/4�� EIFS VENEER . - � -� � GZ " INSULATING CLEAR LOW-E TEMPERED SAFEIY . . - STUD FRAMING SHEATHING 1/4" JOINT W/ BACKER __ _�. �. '., � ° N � V ��vo 4. DOOR & FRAME TO HAVE TECH. CONDUIT ROUGH-W (SEE C4/A601 Q n' ` __ 5/8" EXTERIOR 5/8" GYP. BD. � > 2X HEADER REF. , OD AND SEALANT � ' TAI DOOR � THIS SHEET) INSIDE WALL. ASSUME EVERY DOOR WILL REQUIRE BOX & N � .. D.. . W STRUCTURAL SHEATHING �` . o � o p CONDUIT FOR 15AMP POWER CIRCUIT. G3 WIRE �S R S � .� O SEALANT � .. _ .� � W SEE SCHEDULE � ., � � � � 0 . D. � p AND FRAME TYPE . . D � � � ELEVATION BATT INSU�ATION �� DOOR LEAF � � a ° �� 1" WOOD FRAME, ALIGN ��+ � 2 1/4 X11/16 � � �oM •� ■� � COLONIAL TRIM 2X6 WD. STUD '� -�- W/ OUTSIDE FACE OF � � 1/4" JOINT W/ BACKER o s (WM356) 5 �� ROD AND SEALANT 5/8" GYP. BD. SHEATHING �sa izov PowER ciRCUir � .. ., v � _ �w 1 WOOD FRAME DOOR LEAF 2 1/4 X11/16 COLONIAL p r�CONDUITTO rCONDUITTO � � �� TRIM (WM356) o p o. o 0 56 . ROOMOMMUNICATIONS 5 ROOMOMMUNICATIONS - �� O KEYED NOTES: � � L �. : . . . , p p �. 5 5 _ CEILING LINE,,, •• • _,_,, , . _,.._� t CEILING LINE •. . � � � _._ . .. .. .. __ . ._..... ,_.. m. m,,.. T.._ .._... _.. _. _.. _.. ...... t 1. LOCK/STRIKE POWER SUPPLY IN 6"x6"x4" JUNCTION BOX. MOUNT M O s s ABOVE ACCESSIBLE CEILING ON SECURE SIDE OF DOOR. W U 2 2 2. 8x8x4 JUNCTION BOX. MOUNTABOVE ACCESSIBLE CEILING ON (n SECURE SIDE OF DOOR. �� H EAD DETL. JAM B DETL. SI LL DETL. 3. PROXIMITY READER BACKBOX. 4" SQUARE BOX WITH SINGLE � O � 3 SCALE: 1 1/2 - 1'-0 � 3 SCALE: 1 1/2 - 1'-0 D 3 SCALE: 1 1/2 - 1-0 GANG ADAPTER RING. FLUSH MOUNT IN WALL. COORDINATE � ,^ �� "- " "- '" o ZD o Zo POSITION OF ROUGH-IN WITH CONSTRUCTION MANAGER BEFORE �l J � a> � o� ROUGH-IN. M 4. RESERVED � w 5. 1" CONDUIT 6. 3/4" CONDUIT LIQUID APPLIED DOOR LEAF 7. ALL CONDUITS SHALL INCLUDE A NYLON PULL STRING. PULL SEE PLAN FOR WEATHER BARRIER LINE OF WOOD DOOR LEAF STRINGS SHALL BE TIED OFF ATEACH END. FOR CONDUITS WALL TYPE/ EXTENDED OVER 2X6 7 1/4" 1" WOOD FRAME CASING BEYOND ENTERING DOOR FRAME, PULL STRING SHALL CONTINUE THE THICKNESS WD. STUD FRAMING 2�� 1" WOOD FRAME LINE OF GRANITE ----------- - - --- --�------ � -- ----- LENGTH OF THE FRAME BOTH ACROSS AND DOWN (2 STRINGS) LIQUID APPLIED 2 1/4"X11/16" COLONI I�� 1/4" JOINT W/ BACKER BEYOND BASE BEYOND AND SHALL NOT BE TIED OFF. WEATHER BARRIER BRICK VENEER TRIM (WM356) ROD AND SEALANT CONC. SLAB THRESHOLD SET IN ASPHALT EXTENDED OVER 2X6 2X WD. STUD 5/8" EXTERIOR MASTIC WD. STUD FRAMING 7/8" AIR SPACE SHEATHING REF. INTERIOR USED FOR DOORS OVER 250' FROM USED FOR DOORS WITHIN 250' FROM FIN. SCHED. _ EXP. JNT. TELECOM RooM TELECOM ROOM FIRST FLOOR ONLY gATT INSULATION CV COPYRIGHT&OWNERSHIPOFDOCUMENTS BATT INSULATION BRICK AND LIMESTONE JACK 5/8" GYP. BD. BRICK VENEER , CJI811 �YP. Bo. �-- - � .�° . TECH ROUGH I NS T}11SDOCUMENTISANINSTRUMENTOFSERVICESANDISTHESOLE ARCH - - • - - - 6 -� . . D - COORDINATION NOTE PROPERTVOfTHEARCFNTECTANDPEDCORDESIGNGROUP,LLC ALL INFORMATION CONTAINEDHEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONS i RUED AS � PUBLICATION IN DEROCATION OF CAMMON LAW COPYRIGNT, �+ BRICK BASE BELOW o ° THESE DETAILSARE PROVIDED FOR INFORMATION ONLY FOR THE DOORAND FRAME C4 SCALE: 1/4" = 1'-0" INTELLECTUALPROPERTYRIGH7SORO7HERRESERVEDRIGHTS �� ZXV WOOD THRU—WALL COPPER � . . p . INFORMATIONCONTAINEDHEREINCONSTITUTESTHEORIGINALAND STUD FRAMING FLASHING p _. °: o o: PROVIDER. SPECIFICATIONS REQUIRE THE DOOR AND FRAME PROVIDER TO PROVIDE ""P"B`�SHEOWORKO F T� A a� H �T E �T.��ESR ST�n�,N.�o PEDCOR DESIGN GROUP, LLC. NO PARTOR WHOLE OF THIS DESIGN. p � RACEWAYS OR CONDUIT IN THE FRAMES FOR REQUIRED WIRING. FRAMES WILL BE THESEDRAWINGS,ORTHERESULTINGBUILDINGORBUILDINGS,OR POR710NS OF THE RESUITING BUILDING OR BUILqNGS MAY BE 2X HEADER, REF. LOOSE LAID LINETL, �/� o ° p GROUTED. REQUESTS FOR ATERNATNES MUST BE APPROVED BY THE ARCHITECT. WP��A�o,�P�EO.IXH�B�TEO. PHOT�R,�HEO. P�B��SHEO. SECT. ABOVE Gf�VyNITE BASE MODIFIEDOROTHERWISEDIS7RIBUTEDINAIJVWAYWIiHOUTTHE SPECIFIC AND PRIOR WRITTEN CONSENT OF 7HE ARCHITEC7. JAMES R STRUCTURAL REF. S-SERIES ° UPCOMING TECHNOLOGY AND ELECTRICAL DRAWINGS WILL INCLUDE COMPREHENSIVE STUTZMANANDPEDCORDESIGNGROUP. LLC O COPVRIGHT2013 p - JAMES R. S7UTZMAN AIA Carmel Indiana. SEALANT DRAWINGS � ��4�� 1/4" JO�NT W/ BACKER p b INFORMATION FOR DOOR SPECIFIC REQUIREMENTS FOR THE ELECTRICAL CONTRACTOR. ROD AND SEALANT o 2 1/4"X11/16" SEE SCHEDULE RETURN BRICK 4 1/2" ° � COLONIAL TRIM AND FRAME TYPE � p Bld S2t construction Documen� (WM356) ELEVATION o p — , 2" 1/4" JOINT W/ BACKER ° o . Set Issue Date Sheet Issue Date < 1' WOOD FRAME RODAND SEALANT BRICK BASE p �' DOOR AND FRAME ELEVATIONS GENERAL NOTES. 05.15.2012 7 1 /4" DOOR LEAF BLOCK BACK-UP � �� A. THIS DOOR SCHEDULE IS FURNISHED AS EJDJaw A By�R Chec AWd By - 00 R TYPES : -� - j--_— �__ ASSISTANCE PROVIDED TO THE CONTRACTOR. --------- THE CONTRACTOR IS RESPONSIBLE FOR aSt 2VISIOf1 a@: SECT. AT GRANITE BASE a�� 3!4° �----------- EXAMINING THE WHOLE DRAWING SET AND HEAD DETL. JAMB DETL. SILL DETL. --��-�-��-^-�y�,;_,�--�� SPECIFICATIONSTO COMPREHENDTHE • ConstructionBidSet 02.20.13 � � EXTENT OF DOOR AND FRAME INFORMATION ; • Parcel 9-54 Bid Package F4 SCALE: 1 1/2"= 1'-0" �� SCALE: 1 1/2"= 1'-0" D4 SCALE: 1 1/2"= 1'-0" �' ��mm.W.�.�� _��_�� ° ? Parking Garage and Ramp 02.20.13 INCLUDING QUANTITY OF EACH. IF A DOOR, � 3 2 � FRAME OR SIDELIGHT SHOWN ON TF;E o w w °w �� -_ w DRAWING IS OMITTED FROM THIS SCHEDULE, LINE OF GRANITE ° N ° ° ° � PROVIDE SAME AS REQUIRED FOR SIMILAR OILING DOOR x ¢� = x = SEE PLAN FOR HOLLOW METAL BASE BEYOND �� q OPENINGS. WALL TYPE/ FRAME BEYOND THRESHOLD SET _— B• FOR ANY DOOR REQUIRING A ROOM- LIQUID APPLIED THICKNESS IN ASPHALT IDENTIFICATION SIGN, SEE SPECIFICATION 10 WEATHER BARRIER I LIQUID APPLIED CONC. SLAB MASTIC _...______ 14 00. EXTENDED OVER 2X8 BRICK VENEER BRICK BASE BELOW, WEATHER BARRIER REF. INTERIOR FIN. C.I.P. CONC. SLAB SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED WD. STUD FRAMING 7/8" AIR SPACE FIRST SEE DTL. E4/A601 FOR EXTENDED OVER 2X8 SCHED. - EXP. JNT. A � � p � E � LEGEND� BATT INSULATION FLOOR ONLY SECT. ATBRICK BASE WD. STUD FRAMING N Vm��., . THRU-WALL COPPER i. � AL ALUMINUM FLASHING �. .� ° BZ DOOR BUZZER Project Number: STUD FO AMING 5/8" EXTERIOR BRICK VENEER 1/4" JOINT W/ BACKER D o.. p RAM E TYPES CR CARD OR PROXY READER SHEATHING ROD AND SEALANT o ° CR(0) OPTIONAL CARD OR PROXY . . �. . . , ' � � : � . NA 5/8" GYP. BD. ° READER N o a DS DOOR SENSOR (ELECTRICA� 7/8" AIR SPACE Sheet Titie: LOOSE LAID LINETL, D. D � p � � CONTACT) 2X HEADER, REF. REF. S-SERIES FIRST FLOOR ONLY o p STRUCTURAL DRAWINGS DOOR LEAF p � o. p EP ELECTRONIC DIRECTORY WITH ° SEALANT SEE SCHEDULE BATf INSULATION � _ o 0 o PHONE SERVICE � DOOR SCHEDULE AND FRAME TYPE � ` �, J w FG FROSTED GLAZING ELEVATION p W w TYPEINSCHEDULE: HM HOLLOW METAL AND DETAILS 2X8 WD. STUD p = _ ��INDICATES DOOR TYPE (SEE DOOR AND FRAME ELEVATIONS) LG LAMINATED GLAZING �, �, g/� PANIC PANIC HARDWARE OLL�W METAL FRAME � � D D � � �INDICATES FRAME TYPE (SEE DOOR AND FRAME ELEVATIONS) SP SPANDREL PANEL Sheet Number: 5/8" GYP. BD. , . . . . o HOLLOW METAL 1/4" JOINT W/ BACKER � � ° � SS STAINLESS STEEL FRAME _ ROD AND SEALANT p �INDICATES 2 DOOR LEAVES OF DOOR TYPE (SEE DOOR AND ST STEEL SEALANT 2" �J�S° EXTERIOR 0 P. FRAME ELEVATIONS) ° z° SCHEDULED ° z° SCHEDULED ° BB/1 TG TEMPERED GLAZING ', SHEATHING ° WD WOOD � HOLLOW METAL 1'-3/4° DOOR LEAF D o p ' � � �INDICATES FRAME TYPE (SEE DOOR AND FRAME ELEVATIONS) WG WIRED GLAZING FRAME BEYOND D p: . . . : s HEAD DETL. JAMB DETL. SILL DETL. DOOR AND FRAME ELEV. � � � 5 SCALE: 1 1/2"= 1'-0" �� SCALE: 1 1/2"= 1'-0" D 5 SCALE: 1 1/2"= 1'-0" Cj 5 SCALE: 1/4" = 1'-0" _______.�_ .�_---_____ _.. _......... �._.........,. _, . _ __ _ . __ __ _ _, _ _ _, .. ... . .. . ___ __ . __..,..__. . ....� _ . � _....__ __ _ _._ . _._ _ ._.. ___.. _ ., .. . � ___ ..... .... . ... _. ,...____�,__..__. ._...._. _.............. _ __ �._ ......._ . _. ._ � .._. __ .,, _.. . . _.. _ .__. „ .. _... W�s___.� ___��. OF 139 _ . .,..,, __... ,,;... HEE : sers esign es op g onsepara e.p a, a e prin e: __.,.._. . .,. �_.._ _ ....... .. ...._ ,.._ . . _, _ _. . _.__... . ,_._ _.....__.___.. , . ,... _... ,.,, ..�.. _ . .._..__ _._ __._ ._._ ...,, _ __ __....,,. __.. _.__..,, _ .. ... _._ _. ._ _ .. . .........._.. .._....�., , .. . _ _..... ._,. , . .. �_� _ �. ��. a_-�� _� ___.a , . . �.., _ .. . ---_______.... .__M.___ _ _ ._.. ______.. ,.... �.r .-� ___ ELEV.LOBBY 5/8" GYP. OVER 3 5/8" 4'-0" - R.O. �_ , _._ ._._ . _ ......�_. . _ . 007 MTL. STUDS DOOR LEAF �i s- 4 - ELEV.LOBBY � „ SEE PLAN FOR HOLLOW METAL LINE OF GRANITE � '� ,.. , .: :. < , .: , . .: 8" CMU, GROUT �6 � WALL TYPE/ LIQUID APPLIED FRAME BEYOND BASE BEYOND .�� *�% , , CORE SOLID 4 3/ 4" W E A T H E R B A R R I E R THICKNESS RIPPED 1X BACKER ROD LIQUID APPLIED BRICK VENEER OR EXTENDED OVER CMU CONC. SLAB N AS HALT SET � s� WD. TRUSS BEYOND, ' ' AND SEALANT WEATHER BARRIER � � M , EXTENDED OVER CMU BRICK VENEER BASE 3/8" JOINT W/ BACKER REF. INTERIOR MASTIC �-- ��- �'� �� FIN. SCHED. � ; ° �- ° �` ` `:'� SEE STRUCTURAL M STOREFRONT M 4' 4 STOREFRONT SOLID CONC. _ ROD AND SEALANT EXP. JNT. pEDCOR DESIGN GROUP LLC ` $�. CMU � 1 1/2" AIR SPACE INFILL AT JAMBS --- -�--- ----� � o o �.o � � Architecture / Project Management: THRU-WALL COPPER AIR SPACE � o ° ` 2X4 WD. FRAMING ` ` o . , D SPANNING BETWEEN " ° ° o � TRUSSES AT DOOR 8 CMU LINTEL, FLASHING ° o D D. ° 355 Ci Center Drive REF. DOOR LEAF `: 5/8" GYP. BD. OVER , _. `. ' . ' 3'-6" S.F. DOOR ` � o . _� . � 317.705.7979 (ph ne) MASONRY � D WD. TRUSSES OPENING ` REFO. S-SERIES ETL, ANCHOR GROUTED HOLLOW � � STRUCTURAL o . 0 317.705.7980 (fax) DRAWINGS � p' ZX4 WD. TOP PLATE ��2" �• DRAWINGS 8" CMU, GROUT METAL FRAME ° p. .. ° Architect: BLOCKING BACKER ROD SEE SCHEDULE CORE SOLID ° 'J' MOLD ' ;' AND SEALANT TYPE R � BACKER ROD BACKER ROD AND FRAME 3/8" JOINT W/ BACKE b p ;� ELEVATION ROD AND SEALANT p ; '. � �� , . `" ` • .. AN , AND SEALANT LO � ��»nuWmuiuniiii��i,i 1-10 X6-8 X3/4 EA SIDE GROUTED HOL W D AND SEAL T CMU W/ BULL NOSE 9 D �� 2X MTL. STUD ` ` METAL FRAME CORNER o. \\��`S STU �ii,,�� . .. : PLYWOOD DOOR W/ RETURN 5/8 FRAMING .:::- „ °. :. o. :� �C' R�STE'R Z� �' D SPRING HINGES GYP. TO ' , � 1/4 JOINT W/ BACKER �� F, F� 9� ; a BLOCKING _ ROD AND SEALANT ; � = 5/8" GYP. OVER 3 5/8" 5/8" GYP. OVER 3 5/8" 2�� _ _ MTL. STUDS MTL. STUDS 9" _ 00033126 = ELEV. HOLLOW METAL DOOR LEAF = ; 8" CMU, GROUT FRAME BEYOND � � % STATE OF a CORE SOLID ° ':,�� NDIANP \��•� ''�iir,�RC ` HEAD DETAIL JAMB DETAIL JAMB DETAIL HEAD DETL. JAMB DETL. 1 SILL DETL. � """q F 1 SCALE: 3" = 1'-0" � 1 SCALE: 3" = 1'-0" D 1 SCALE: 3" = 1'-0" Cj 1 SCALE: 1 1/2 - 1-0 B 1 SCALE: 1 1/2 - 1 0 1 SCALE: 1 1/2 - 1 0 � , �� _ ,_ �� ,_ � „ � THRESHOLD SET 1'-10"X6'-8"X3/4" � By� IN ASPHALT PLYWOOD DOOR W/ � ( MASTIC SPRING HINGES —b SEE PLAN FOR HOLLOW METAL �L, WALL TYPE/ FRAME BEYOND DOOR LEAF C� � 2X WD. FRAMING THICKNESS —� SPANNING BETWEEN 5/8" GYP. BD. OVER TRUSSES AT DOOR CONC. SLAB THRESHOLD SET (�r� WD. TRUSSES OPENING TO ACHIEVE IN ASPHALT L� , ..... VCT IC . DOUBLE WD. TRUSS, BATT INSULATION ' SEALANT ,` 1'-6" SILL HGT. ; . SEE STRUCTURAL a s = _ ' 5/8" GYP. BD. 5/8" GYP. BD. DOOR LEAF ` ; � , � � � `�' � 2X HEADER, REF. t � � 11 1 � � .. 1/2" PLYWOOD STRUCTURAL 2X6 WD. STUD 2X6 WD. STUD BL01titN-IN INSC��.. SHEATHING, SEE ;' '.>` _ p <: ;: - ,.. : STRUCTURAL ; o0 0' P. p. ��: � _. , SEALANT SEALANT �;., „ BATT INSULATION ° ° + . 2 X W D. T O P P L A T E 8 C M U, G R O U T �? ' CORE SOLID „ H O L L O W M E T A L F R A M E '^ A' . .... � 5/8 GYP. OVER SEE SCHEDULE � KEY P«,�r BACKER ROD MTL. STUDS �END ATION TMPE SE,ALan�TBD o. o. BLDG D HOLLOW META� AND SEALANT FRAME °. . scn�E: Nrs 3'0"X6'-8"X3/4" PLYWOOD I BACKER ROD o DOOR W/ SPRING AND SEALANT ° � � HINGES STOREFRO i T � HOLLOW METAL ° ° o- Developer: 1/2" WD. FRAME BEYOND DOOR LEAF NOTE: SOLID SURFACE BLOCKING S�� P E D C O R FRAMED OPENING PER TRUSS MANUF. DESIGN ELEV. LOBBY �• ��%��1�' ' 006 ; V�G� C� DEVELOPMENT CO. SILL DETAIL HEAD DETAIL HEAD DETL. HEAD DETL. JAMB DETL. SILL DETL. , � 2 SCALE: 3" = 1'-0" � 2 SCALE: 3" = 1'-0° D� SCALE: 3" = 1'-0" �j 2 SCALE: 1 1/2 - 1-0 �� SCALE: 1 1/2 - 1 0 t �� "- ' " SCALE: 1 1 /2"= 1'-0" � Project: THRESHOLD SET � 3'0"X6'-8"x3/4" PLYWOOD 5/8" GYP. OVER �a-_.� ._.�______ ' � , „ ::. - _______� v�_____._, IN ASPHALT DOOR W/ SPRING VAPOR BARRIER c � 3 -10 - CMU R.O. R�� _— MASTIC HINGES OVER 2X WD. ��_ � �� FURRING AND INSUL. ;----- ° �...�.� � L ' ,1 i � CORNER BEAD ��" PLYWOOD BACKER ROD z ,� i � AND SEALANT ; , , � � � ' ` ! �-J C6 SHEATHING, SEE 2X WD. FRAMING TO � STRUCTURAL ACHIEVE 1'-6" SILL HGT. 5/8" B�OCKING i � O 5/8" GYPSUM (2 LAYERS) F } �: � � '! i �� , � STOREFRONT � � (V 2 X 8 JAMB STUDSAND � � � ? � � � � M ��owrv-��v �n��u�. U � 0 CRIPPLES REFERENCE � 3'-6" S.F. DOOR R =! S-SERIES DRAWINGS ` � � • � 6" CMU, GROUT � � : ' �5 � W � � `; #3{�L3i3�.� 1�. T#�� CORE SOLID � � � � � � ' 8��'. �t!#3I��, ��, .� __w__.__-___.l �, .�J � p ■� ■� � z ! ��U�Tll�AL GROUT SOLID , � _ , � D . � � BRICK VENEER U � — , _ ' ;� M BACKER ROD °.. o. � N FRANI�D �PE1d1N� ��R co AND SEALANT � � � � . � � TRUS� NIANU�. DESIG JOINT p � � ♦--� � o p � � � - � �U JAMB � SILL DETAIL HEAD DETL. SILL DETL. � o E� SCALE: 3" = 1'-0" D 3 SCALE: 3" = 1'-0" A3 SCALE: 1 1/2"= 1'-0" � � V °° THRESHOLD BELOW 1" WOOD FRAME DOOR LEAF BEYOND SEE PLAN FOR ' LINE OF EIFS BEYOND WALL TYPE/ 1/2" PLYWOOD !f— THICKNESS SHEATHING, SEE LINE OF WOOD LINE OF GYP. BD. CASING BEYOND ' THRESHOLD SET IN WALL BEYOND STRUCTURAL ASPHALT MASTIC 3 1/2" WD. STUD FRAMING 8" CMU GROUTED HOLLOW DOOR LEAF �� BACKER ROD AND METAL FRAME � SEALANT BATf INSUL. THRESHOLD SET BEYOND �; WOOD HEADER REFERENCE TREATED 2x8 SEKA COATING OVER 3/8" BACKER ROD IN ASPHALT 5/8" GYP. BD. 8" CMU LINTEL, WALL MNT. AND SEALANT CONC. FLOOR MASTIC S—SERIES DRAWINGS �. �,s�" 3I4�� MARINE GRADE COPYRIGHT&OWNERSHIPOFDOCUMENTS �' CONC. TOPPING PLYWD. COATING TO REF. HANDRAIL ALIGN FRAME W/ REF. INTERIOR � MASONRY STRUCTURAL EXP. JNT. THISDOCUMENTISANINSTRUMENTOFSER'VICESANDISTHESOLE >' LAP OVER TREATED 2x8 CMU, THIS SIDE FIN. SCHED. PROPERNOFTHEARCHITECTANDPEDCORDESIGNGROUP,LLC ALL REF. INTERIOR ANCHOR DRAWINGS '�asTR'�B TIONTOOTDHERRPAR7ES�ISNOTTOBECONS7R Eo� PUBLICA710N IN DEROGATION OF CAMMON LAW COPYRIGHT. g FIN. SCHED. 2x WOOD JOIST p 8�� CMU� GROUT • • � : • `� p INTELLECTUALPROPERiVRIGHTSOROTHERRESERVEDRIGHTS ALL • ... . ; D . p. ` T� � 3�U�� BACKER ROD � �- � • � D � � - p - INFORMA710NCOMAINEDHEREINCONSTITUTESTHEORIGINALAND A1 IACHEDTO TRUSS TO ..0.: CORE SOLID D- UNPUBLISHEDWORKOFTHEARCHITECT,JAMESRSTUTZMAN,AND d A WOOD TRUSS CREATE SLOPE INSIDE AND SEALANT ° PE�°R�S'�"�R°"P."� "°P�T°R"'"°`E°FT"'S�S'�". iHESE DRAIMNGS, OR THE RESULTING BUILDING OR BUILDINGS, OR .. ZXY WD. JAMB � D � � PORTIONSOFTHERESULTINGBUILDINGORBUILqNGSMAYBE PORCH D R LEAF DUPLICATED,COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, i � � � C H O R � �� - MODIFIED OR OTNERIMSE DIS7RIBUTED IN ANY WAV WITHOUT THE �-� � � T/ AN SPECIFICAND PRIOR WR TTEN CONSENT OF THE ARCHITECT JAME R DOUBLE WD.TRUSS, ,. ... . ... . . ,.. . . . . . . .: .. : ... . , .�..o.o.. SEE SCHEDULE MASONRY 00 0 1 1 PE LOW STUTZ�dANANDPEDCORDESIGNGROUP,LLC OCOPYRIGHT2013S SEE STRUCTURAL - . ;: : .: . : .: _ �: .; : ' . : . _ ___,_..._. . ... .,_ ... 1/8" SEALANT o . �,MESR SnnM� �, �a�� a� �AND FRAME ` GROUTED HOL 4�� -.: ' �k- ELEVATION METAL FRAME � . 5/8" GYPSUM (2 LAYERS) JOINT 2X4 WD. STUD 3'0"X6'-8"X3/4" PLYWOOD 8" ALIGN FRAME W/ FRAMING � 1/8" SEALANT JOINT FLOOR JOIST � o BI� SGl COnStIUCtIOn DOCUCTIeCI�.S DOOR W/ SPRING GROUTED HOLLOW CMU, THIS SIDE o HINGES METAL FRAME BATT INSUL o. NOTE: DOOR LEAF � Set Issue Date Sheet Issue Date GROUTED HOLLOW 5/8" GYP. BD. ° CORNER BEAD FRAMED OPENING PER METAL FRAME Draw�B Checked By HEAD TRUSS MANUF. DESIGN BEYOND y EJD, JLS, JAW, A1R JAW ast evision a e: 1 HR. PROTECTED OPENINGS JAMB DETAIL DOOR DETL-SILL 2FLR 3 HEAD DETL. JAMB DETL. SILL DETL. . ConstructionBidSet o2.20.,3 F4 SCALE: 3" = 1'-0" „_ ,„ • Parcel 9-54 Bid Package E4 SCALE: 3" = 1'-0" D4 SCALE: 1 1/2 - 1-0 C4' SCALE: 1 1/2"= 1'-0" 64 SCALE: 1 1/2"= 1'-0" � SCALE: 1 1/2"= 1'-0" Parking Garage and Ramp 0220.13 SEE PLAN FOR SEE PLAN FOR THRESHOLD BELOW � WALL TYPE/ � WALL TYPE/ THICKNESS THICKNESS 'J' MOLD LIQUID APPLIED LIQUID APPLIED WEATHER BARRIER 1 1/2" AIR SPACE WEATHER BARRIER BRICK VENEER LIQUID APPLIED 5!8" GYP. BD. OVER EXTENDED OVER 2X6 EIFS HEAD OVER EXTENDED OVER 2X6 OVER 2X6 WD STUD WD. STUD FRAMING WD. STUD FRAMING 1 1/2" AIR SPACE WD. TRUSSES BRICK VENEER, BRICK VENEER OR FRAMING Project Number: i BATT INSULATION ` DO NOT BLOCK BATT INSULATION ' ` BRICK AND LIMESTONE TRIM ,. .. . WEAPS �: :: 1/4" JOINT W/ BACKER .. ,. , , LIMES O JACK N ,, `: .. 5/8" GYP. BD. : 5/8" GYP. BD. ': ' ARCH T 1 1/2" AIR SPACE THRU-WALL COPPER N ROD AND SEALANT � FLASHING, DO NOT ' 2X6 WOOD : ; 2X6 WOOD ' ` THRU-WALL COPPER BLOCK WEAPS : - ; Sheet Title: STUD FRAMING STUD FRAMING FLASHING N � DOOR LEAF DOOR DETAILS � I 2'-0" O.C. WD. TRUSSES, 2X HEADER, REF. LIMESTONE HEAD 2X HEADER, REF. LOOSE LAID LINETL, 5/8" EXTERIOR '� �� SEE STRUCTURAL STRUCTURAL STRUCTURAL REF. S-SERIES SHEATHING ' SEALANT SEA�ANT DRAWINGS 1" WOOD FRAME ` BATT INSULATION �'. �, ; SEE SCHEDULE `: : SEE SCHEDULE - _- . _ � 1'-10"X6'-8"X3/4" COLONIAL TRIM f COLONIAL TRIM AND FRAME TYPE AND FRAME TYPE 2X6 WD. STUD PLYWOOD DOOR W/ (WM356) ELEVATION ��356) ELEVATION Sheet Number: 5/8" GYP. BD. 2 1/4"X11/16" COLONIAL � � SPRING HINGES 2° � BACKER ROD �� 1/4" JOINT W/ BACKER SEALANT TRIM (WM356) 1" WOOD FRAME 1 WOOD FRAME � � � ��4�� AND SEALANT 7 1/4" , RODAND SEALANT F i DOOR LEAF DOOR LEAF a S� � � � JAMB DETAIL HEAD DETAIL HEAD DETL. JAMB DETL. � 5 SCALE: 3" = 1'-0" �j 5 SCALE: 1 1/2"= 1'-0" B 5 SCALE: 1 1/2"= 1'-0" 5 SCALE: 1 1/2"= 1'-0" _ _.. _ _ _ _.,._ _ .. ... __- _ _....... __ _ . ..._ .. _ _ .. ...... ..._._ ... ..,.._ . . .. ....... . ...... .. ....... . ... �,_ ____ _ ... ..�_ .._.._ ....._. � _ __ ___ .�.W.___.,.�__..... � _ . .._ . ._ _, . ....... _. . _ . . . __ . . .._ . -.----,--,�___ __.,,.._... .... _ . -- ___......�,.___._. ,,__.__ ._.......__.......� _ _ ..._._ _ __. .. __. �.._. . . . .. . _ ,�...._ _._ _ ___.___�_ _. ____,.,. _.. e�_w�..�__..�..._.�.�..,�„�__�� _.a��_..__ , .�...n�.�.«.�.�.,e,..__.... , _._..__ _vr_a� _.. .��_�____ _._ u, �_ . �.�e.__._�__a.�.� HEE : sers esign es op g onsepara e.p a, a e prin e: , � _ � __ :. ._ __ _ _�.�.__ ._......� __...w..._� _.___.. __..�,. .._F_T m_. . ....... _. _..__ _ ._ . .,_..__._._ _.F.. _. _. __.._. __......F m _.._ _ _ _ ____,. _._...__..._.� ___.. ,�,.... �.� ._ ..m. _ ._ . n.a��,�..__._.�_.�......m . _ ....._. _ ... _. _ . ... .. .._ _ ., ,. _ _ _ .. __ _.__. . . . . �_._. _ _ . . _.., ..., . _ __ _ .,_ � __ ,_ _e, . � . _ m _ . -. _ .... . _ ,..,.._ _ . _. . ______ , _,_. _ . � ._. .-_ _ ....__ _. __ _.�_�.o�_��_ � , _.._ _ . _ __......... �., �,_r� . .. __ � _.__._,__, . _ _.. _ �.__ �_._.. 4' 3' �-. � �� { � ` v� 4' 3' 3, 4� t � ��._� —OR OR —OR OR B4 B�4 s� 6fl; 60 �R �,V � �� "� .� . � �t;:' t.. i;. "� I 's= a� �� g� F,� �� B,t} �� B4 F4 PEDCOR DESIGN GROUP LLC 6 60 � �0 60 B4 6� 60 60 Architecture / Project Management: 6{I ; 355 City Center Drive ❑ Carmel, Indiana 46032 317.705.7979 (phone) g3 `� B3 `� �� - D4 � 317.705.7980 (fax) g `° 6� � 60 6 _ � `-�� G3 � � C3 �R B� Fi � � � Architect: 6Q 60 ❑ <; � \\NtHI{Illllfl►/1/U/ � F5 F5 ❑ �r''�" C5 6 F5 6. �0 �5 0��`��7�� Z/Lf ��G�i STUT �,, 6 6 6 8; `�� ,G�STERFO 92: � Q. Q- , =� ' { - 00033126 = _ _ _ NOTE: ' � STATE OF � � 2 4 5 6 7 Q G2 TYPE GLASS AS REQ'D BY CODE. ; �� q�fVDIANP �o� v ��'''��, RC \ �.. WI N DOW ELEVATI ONS ��""� � 1 SCALE: 1 /2" = 1'-0" �--r.r.-�.y TOP OF STOREFRONT CLIP $ By� TOP OF STOREFRONT CLIP TOP OF STOREFRONT CLIP TOP OF STOREFRONT CLIP TOP OF STOREFRONT CLIP ' I EXTENSION EXTENSION EXTENSION EXTENSION EXTENSION 11'� 1/4° �I 12'-11 7/8" 4'-7 7/8" 11'-7 7/8" 5'-3 7/8" i 6'-5 5/8" , � � ' EQ. 3'-6" E. 4'-11l8" 3�� 4'-11/8" i � 4'-718" 3'-6" 4'-7/8" EQ. 3'-G" EQ. � � ( ' �o � � �o g � B1 � �'1 � �1 N E2 � E1 N �� 60 �$ 60 6t} � m � il 1 � G1 G1 G1 � G1 � G1 G1 G1 � G1 � G1 G1 G1 � �� { N N N � � (V G1 G1 G1 � ; :� �. . .. . . :- --� ; KEY PLAN �..__. ._.__ __._.._�.� � � BLDG D , : � : � j � � m � j SCALE: NTS � ( � � � i � � � ' Developer: �� C4 � � C5 C4 � � E5 ` ' D5 �� 6� � : ! � ° 60 � 60 I � ° fi0 EAST EAST � � P E D C O R � _ � ; � � � � # � � � � � N I s � � ( � in ; � . ; 3 ( � � I �� V��3i�i��IvrJr � � { � � m � �2 G2 ; G2 ; �2 �2 �2 �2 �2 �fl wE � T WEST e� a DEVELOPMENT CO. � � - - ---- -- - - �z B� � g� � � � G2 G2 G2 � � � �� Project: 1 # i ,� . � G2 � G2 � G2 I � ' ! �� 64 6(l 60 '' _ C� G2 SIMILAR! SIMIL R Sl�lll R � � � SI IL � �� ' � �� D3 _... C2 _€ � D3 � C� � �__ 6� ' i 6tl N 60 - � < . � '-111l8" 1 4" 3'_6" 13/4" 3'-111/8" 3'-113/8" 13/4" 3'�" 13/4" 3'-113/8" , � � � � � O A B C D F G � � ^♦ N NOTE: � W M SEE DETAILS ON A604 FOR INSIDE U .� O STOREFRONT CLIP EXTENSIONS � 7'-101/4�� 8'-4" � � }� � N � „ , „ . ., „ � � 4'-3/4 3 -9 1 /2 3 -11 1 /2 4'-1 +J � � � ■� .� � V � �= G1 G1 G1 G1 � . � — � i MC4 __ ................. M �°`4 � � L 50 50 (� � � oU � R.O. 3 3/8" � � � ULASSEMBLYX528. SEE DETAIL ULASSEMBLYX528. SEE DETAIL � 61/A501. B1/A501. O E1 D1 CO M.O. � � 60 �� 60 60 � C.M.U. 8"x1l4" CONT. THRESHOLD BELOW � __ ___ v � N A5 CONT. THRESHOLD BELOW STEEL TUBE COLUMN, FIRE � � �2 5Q G2 LOUVER SCHEDULE I PROTECTED. SEE DETAIL e- BACKER ROD AND SEALANT B1/A501. !.,....�_�w�....�_.__.....�e..�,�.__.v.;_.., _� ; ��...�n�-�:...;�...�:.:.:.N..::.�;.�.��..:�,'� � � F NO. WIDTH HEIGHT DEPTH REMARKS I STOREFRONT BACKERRODANDSEALANT F I ; � �� 2x4 BLOCKING ` G2 'I G-O 4-O 4 SET IN CONC. WALL � _V--. ...._._ ..._... _ GZ PROTECTED SOEE ETAI LE STOREFRONT 2 4�-�� 4�'�� 4�� SET IN CONC. WALL 61/A501. 2x4 BLOCKING _._ .__. _ __....... ._ ., 5/8" EXT. SHEATHING, REF. 3 4�-�� 4�-�� 4�� ET IN CMU WALL W/ HORIZ. FINS _ STRUC. �wGS. CMU BLOCK WALL COPYRIGHT & OWNERSHIP OF DOCUMENTS � 3'-6" I� 4 S�-4�� 4�-O�� 4n ET IN CMU WALL W/ FIRE DAMPER THisoo��MEMisANiNSTR�MENTOFSE�vi�ES�woiST�saE PROPER7Y OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL INFORMATIONCONTAINEDHEREINISCONFIDENTIAL ITSSUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBUCATION IN DEROGATION OF COMMON LAW COPYRIGHT, �S1/�w LIQUIDAPPLIED VAPOR BARRIER IMELLECTUALPROPERTYRIGHTSOROTHERRESERVEDRIGHTS ALL 3'—O" J'—01' T" SET IN CONC. WALL �/Q" INFORMATIONCOMAINEDHEREINCONSTITUTESTHEORIGINALAND ��4�� UNPUBIISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND GROUT SOLI D PEOCOR DESIGN GROUP, LLC NO PAR70R WHOLE OF THIS DESIGN THESE DRAWINGS, OR 7HE RESULTING BUILDING OR BUILDINGS. OR ,. �1 w . � � �' PORTIONS OF THE RESULTWG BUILDING OR BUILDINGS MAY BE H ' 6 4' — l O11 J' �O„ T„ SET IN CONC. WALL � ' WPIICATED COPIED EXHIBITED PHOTOGRAPHED PUeLISHED. � ' MODIFIED OR OTFiERWISE DISTRIBUTED IN ANY WAV WITHOUT THE m ...__..__..._--....._._______...__.. . _ _ .... ........ ...... .............. � ��"""" SPECIFICANDPRIORWRITIENCONSENTOFTFiEARCHITECT,JAM . STUTZMAN AND PEDCOR DESIGN GROUP, LLC O COPVRIGHT 2013 : JAMES R. STUTZMAN AIA CamiN Indiana. ' BRICK RETURN ATJAMBS N ' Bid Set � ' ' Construction Documen� STOR E F RO N T E L EVAT I O N S ___...__._...,_.._ .__._.__.__..__._..._.._� ;�___�___.__.__ ..____ __,_._..._.__ ..-- gACKER ROD AND SEALANT BACKER ROD AND SEALANT �4' SCALE:1/2" = 1'-0" � � M.O. 1 3/8�� BRICK VENEER M � Set Issue Date Sheet Issue Date � �'� BRICK 05.15.2012 BRICK ROWLOCK DrdWf1 By Checked By BRICK VENEER WITH RETURNS EJD, JLS, JAW, AJR �Aw STOREFRONT JAMB DETAI L 3 STOREFRONT JAMB DETAI L 2 ast e�'S'°n a e: ATT INSUL. BATT INSUL. C4 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" Construction Bid Set 02.20.13 1 1/2" EIFS VENEER Parcel 9-54 Bid Package = IQUID APPLIED VAPOR BARRIER WOOD 2x6 WALL WOOD 2x6 WALL 2 ��8 i R.O. J 5/8" TYPE 'X' GYPSUM BOARD R�� 3 1/4�� Parking Garage and Ramp 02.20.13 I INTO ROUGH OPENING ULASSEMBLYX528. SEE DETAIL � /8" EXT. SHEATHING /8" GYP. 5/8" GYP. ^ � CONT. THRESHOLD BELOW I B1/A501. ' �� 2 1 " ___.,_...,._..._....._..__...__._.__.._.._._ W._.._..__ ._......_..._ ; WOOD 2x8 WOOD 2x8 STOREFRONT CLIP , `` BACKER ROD AND SEALANT EXTENSION, MATCH 8"x1/4" CONT. THRESHOLD BELOW' �. ACKER ROD AND SEALANT BACKER ROD AND SEALANT STOREFRONT FINISH. � :�: 7"x1/4" THRESHOLD BELOW TOREFRONT STOREFRONT BACKER ROD AND SEALANT ( BACKER ROD AND SEALANT F STOREFRONT I STOREFRONT �.,, .-- - � _, _� _..�___. _ _.__. . .__ �'- � TREATED 3/4" PLYWOOD � I 2x4 BLOCKING �,,� �� ;,,� 2 5�e° � � ' STEELTUBE COLUMN, FIRE ,.�, ��..�... � . t„ PROTECTED. SEE DETAIL Project Number: Q � _ 5!8" EXT. SHEATHING, REF. B1A501. NAS H B U I LD I N G = STRUC. DWGS. 5/8" EXT. SHEATHING, REF. - ;: „ � � STRUC. DWGS. ,: � � , � � �` _ . __�. , � �� r ,.. �.z..�,..._... �,., � �� _ :� � ,> � . . � .�v�. � ,_ � � �� : �- _ �...= r - � �,4� STOREFRONT & . - ° °' '_. _ LIQUID APPLIED VAPOR BARRIER LIQUID APPLIED VAPOR BARRIER ,� _ __....__ ................. �v, � — _.__.__._ .............................._.._. J � � 'n 1/4' WINDOW m 7"x1/4" THRESHOLD BELOW 7"x1/4" THRESHOLD BELOW� � M i a � ELEVATIONS STOREFRONT � BACKER ROD AND SEALANT _ ! 1/2" BRICK RETURN ATJAMBS �., "` BRICK JAMB RETURN ACKER ROD AND SEALANT BACKER ROD AND SEALANT Sheet Number: � �: OOD 2x8 /8" PLYWOOD " � � , � �; BACKER RODAND SEALANT /8" GYP. 5/8" EXT. SHEATHING � � BACKER RODAND SEALANT � I /8" EXT. SHEATHING �_ ATT INSUL. LIQUID APPLIED VAPOR BARRIER �� M � 2„ BRICK VENEER �� IQUIDAPPLIED VAPOR BARRIER ` 1 1/2" EIFS VENEER �` BRICK VENEER 1 1/2" EIFS VENEER BRICK BASE BELOW � M'�' � �� BRICK ROWLOCK BELOW s s T REFRONT JAMB DETAIL 7 STOREFRONT JAMB DETAIL 6 STOREFRONT JAMB DETAIL 5 STOREFRONT JAMB DETAIL 8 STOREFRONT JAMB DETAIL 1 �� S O F5 SCALE: 3" = 1'-0" E 5 SCALE: 3" = 1'-0" D 5 SCALE: 3" = 1'-0" �j 5 SCALE: 3" = 1'-0" . B 5 SCALE: 3" = 1'-0" ' _. , _. . .__ _ .... ____ _. _. .. .....__. _ .,... _ . _, ......... __. _. ___ _,... ..�. ___ __. _.. _ _ ..,. .. ... .. _ _ ._ __� _,,._ .__. .... .. . _........,. _._,__,_,_ __._.�,,_ ______.___._ _ _... _m. _ _____.....__._._._.. _-- -------____ ... ,.. . .. _... .._.... ;_. . _ . . ......... .. . .. _._ . _._ . . _.__..,� ........... ...._..__..._.. ._. _.. ... �._ . _�..�,... _... .�_na._ .. ._..._. __ . �__. . �t......_ .. ..._____�___, .._.. �`: - .,: sers esiqn es op q onsepara e.p a, a e prin e: � • I ': � � FIRE-TREATED 2X8 FRAMING, REF. � � STRUCTURAL DWGS. � <� ;; � STRUCTURAL2X'S, REF. STRUCTURAL , I DWGS. ' ' LIQUID APPLIED VAPOR BARRIER , � THRU WALLCOPPER FLASHING � PRECAST CONCRETE LINTEL, REFERENCE STRUCTURAL DRAWINGS = I 2X BLOCKING � M.O. �_�' +10'-8 3/4" � �- , �� z�_ . „ � LIQUID APPLIED VAPOR BARRIER OVER 5/8" R.O. SHEATHING OVER 2x CEILING FRAMING +10'-8" CORNER BEAD DIRECTAPPLIED EIFS FINISH MOLD ; ALUM. REVEAL MOLD BACKER ROD SEALANT AND SEALANT � 'J' MOLD STOREFRONT CLIP " STOREFRONT CLIP EXTENSION, EXTENSION, MATCH MATCH STOREFRONT FINISH. STOREFRONT FINISH. 3/4" PLYWD. 6 3/4" 4 ��2" STOREFRONT STOREFRONT HEAD DETAIL 4 � 1 SCALE: 3" = 1'-0" BRICK VENEER BEYOND BRICK BASE STOREFRONT FRAMING MEMBER BEYOND STOREFRONT PANEL � � I I , -- ----- SEALANT u _a ;� .�__ _.� 8"x1/4" CONT, THRESHOLD IN FULL BED OF MASTIC ` SITE PAVING, REF. CIVIL DWGS. f - ., ......._...,.�..,..._....,,.... k COPPER COUNTER FLASHING '� BENTONITE SEAL W/ TERMINATION BAR .O . o VOLCLAY WA7ER-PROOFING � � P o � CONCRETE EDGE SLAB D D D D D ' STOREFRONT SI LL DETAI L 4 F3 SCALE: 3" = 1'-0" R.O. +32'-0" � � CORNER BEAD MOLD 'J' MOLD BACKER ROD AND SEALANT WI N DOW H EAD DETAI L 4 F4SCALE:3" = 1'-0" .. .. .�� . � . . • � - • : � � • � - • • � • � _..�1—i � ...-...�.-.�.. .........� .......... ......•..� . � . � . � . � . � . � . � . � . � . , : ; : ; : ; : ; : ; : ; : ; : ; : ;'' , . : !: �: �: ! : ! : !: ! : ! : ! : iiiiiiii ��j�j�� ■■■■■■■��♦ / ■■■■■■■��Q��i�i�i�i�i�i�i � . . . .... � . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . � , . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . � . ■��un��• uu�ui��j�j � � .■■■■■■�� / ■■■■�■■��• / ■ ■ ■ ■ ■ ■ ■ � � � � � � � �� i � i � i � i � i � i � i � i �i �i�i�i�i ■■■■■■■�� / . . . . . . . � , . � . � . � . , . � . � . , . � . � . � . � . � . , . � . � . � . , . � . � . � . � . � . � . � . � . .......�. .......................... / .......�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� / .......� ..........................� . . ..... � � . . . . . . . . . . . . . . . . . . . . . . . . . . .......�.�•�•�p•�•�•�•�•�•�•�p•�•�•�•�•�•�•�•.0•DOO.O . .......� .......................... j .......�.��.....•_•.��.•_•.��.��.�• / .......� .......� ----•• �uu��i �� u�u�u��♦ / . . . . . . . � . , . , . , . , . , . , . , . , ... , ..• , • , •.• , • , • , • , •.•.•.•.•.•.•.• , ■.■■...��♦ .■■■■..��• .......� -----• ----•-• --• -•.------•--.. . • . • � � ..., � WOOD HEADER, REF. S-SERIES DWGS. 5/8" EXT. SHEATHING LIQUID APPLIED VAPOR BARRIER FLASHING AS REQ'D BY WINDOW & EIFS MANUF. REQUIREMENTS NAILING FLANGE B.O. EIFS +32'-0 3/8" EIFS CORNICE BACKER ROD AND SEALANT VINYL WINDOW -VINYL WINDOW -BACKER ROD AND SEALANT -NAILING FLANGE R.O.. M.O. +2'-1 1/2" -5/8" EXT. SHEATHING -BRICK ROWLOCK SILL -SILL PAN (WITH END DAMS) -YORK THRU-WALL FLASHING, WITH END DAMS. -GROUT SOLID -8" CMU BACKUP -BRICK BASE �rin e : � I i � I � T, GUAGE MTL FRAMING I FIRE -TREATED 2X8 FRAMING, REF. STRUCTURAL DWGS. � � ' LIQUIDAPPLIED VAPOR BARRIER, LAP OVER FLASHING � I ' STL. BEAM, REF. STRUCTURAL DWGS. i � I THRU WALLCOPPER FLASHING �� I SPRAYED ON INSUL. AROUND BEAM, DESIGN #N823 � LT. GUAGE MTL FRAMING � STL. PLATE LINTEL, I REF. S-SERIES DWGS. � +�a-e �a�� f'. , , z� ;:� � � �.: �<}, � LIQUID APPLIED VAPOR BARRIER OVER 5/8" SHEATHING OVER 2x CEILING FRAMING DIRECTAPPLIED EIFS FINISH ALUM. REVEAL MOLD 1 I BACKER ROD AND SEALANT CORNER BEAD i STOREFRONT CLIP EXTENSION, MOLD I MATCH STOREFRONT FINISH. 'J' MOLD � � 4 3 3/4° �4" PLYWD. � � STOREFRONT STOREFRONT HEAD DETAIL 2 E1 SCALE: 3" = 1'-0" . =�;: � ��////, - I////II/I. • �� % / %///////I �'=' � //j � "�?' //�/ �� i��iii '4ti / �%II//// ,:,= %/� i � � � �: i / / �i///�� ////I ( '~° / i � � I ( :::::: i _.. I i:::?? / � .. .:::R. . �� / � . ,�j/ . � := ., ��i ' • � �l � � • - � `: _ • � �w ' -.. i�` � •- -• • - •� �■1■ � � � � � � � fIRE-TREATED 2X8 FRAMING, REF. STRUCTURAL DWGS. �STRUCTURAL 2X'S, REF.STRUCTURAL DWGS. iIQUIDAPPLIED VAPOR BARRIER •THRU WALL COPPER FLASHING -BRICK VENEER 2X BLOCKING -T S L. LINTEL REF. S- SERIES DWGS. SEALANT 'J' MOLD STOREFRONT CLIP EXTENSION, MATCH STOREFRONT FINISH. 3!4" PLYWD. BRICK JACK ARCH, OR REFERENCE ELEVATIC CMU BOND BEAM, REF LIQUID APPLIED VAPO NAILING FLANGE THRU WALL COPPER F �"X�'��x T/O PE N I NG ': REFERENCE ELEVATION V 1X WOOD 0 � � CASING BACKER ROD n LOOSE LAID LINTEL, R AND SEALANT S-SERIES DWGS., PAI� BACKER ROD AND SEf VINYL WINDOW WINDOW HEAD - CMU - BRK 3 SCALE:3" = 1'-0" STOREFRONT HEAD DETAIL 3 (j 1 SCALE: 3" = 1'-0" � STOREFRONT FRAMING MEMBER BEYOND � STOREFRONT PANEL i�SEALANT T�x1/4" CONT. THRESHOLD IN FULL BED OF SEALANT � � SITE PAVING, REF. 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BLOCK WEAPS 1" !�' 1X WOOD CASING ; THRU WALL COPPER FLASHING, DO NOT '' BLOCK WEAPS '' � �� BACKER RODAND SEALANT SELF SUPPORTING LIMESTONE SURROUND ��i ,� , �i � � ��i �� WOOD HEADER, REF_ S-SERIES DWGS. ; �,� o � L'� I LIQUID APPLIED VAPOR BARRIER � VINYL WINDOW 'J' MOLD CORNER NAILING FLANGE NAILING FLANGE BEAD MOLD BACKER ROD AND SEALANT 3/4" TREATED PLYWOOD NAILER R.O. M.O. +20'-11", +32'-0 3/8" LIQUID APPLIED VAPOR BARRIER, INTERFACE WILL SILL PAN AND DAM BACKER ROD ` BELOW. AND SEALANT - ' � VINYL WINDOW BRICK VENEER, RETURN ATJAMBS WI N DOW H EAD DETAI L 2 (j4 SCALE:3" = 1'-0" WINDOW JAMB - CMU - BRK D4SCALE:3" = 1'-0" SILL PAN or1�,r��r� r�vv � AND SEALANT ; � SOLID SURFACE SILL ` BACKER ROD AND SEALANT BACKER ROD o Q� VINYL WINDOW W/ BULLNOSE EDGE AND SEALANT � � � N = `: `.: R.O. M.O. BLOCKING ��- BACKER ROD �� ,_��-'' ; +15'-4 1/2", +26'-5 7/8" , � AND SEALANT -"'��' �� 4„ � z 1 X2 1/4" WD. -� TRIM � TRIM � T/LIMESTONE SILL BULLNOSE� ( N � NAILING FLANGE � B/ M.O. � � � SILL PAN (WITH END DAMS) � , x .N: LIMESTONE SILL " ° .. �xr: � `� �IQUID APPLIED VAPOR BARRIER � _ *,'�,� �n �` �: � _ NAILING FLANGE < �„ : SILL PAN (WITH END � LIMESTONE SILL "� � — _�� DAMS) t�� 1 1/2�� ,`:� � k " � �� '�� YORK FLASHING, SEE SECTION � � �, �` 3/4" TREATED , � � Y` . . �` K � , F � :�: PLYWOOD NAILER � DETAILS � X 'u A, ; � � LIQUIDAPPLIED ;� �..,.x� � , � � �� VAPORBARRIER WINDOW SILL DETAIL 2 F � .X,y`t� � �rx ,' Mx '- � ��'�� - BRICK VENEER C 5 SCALE: 3" = 1'-0�� WINDOW SILL - CMU - BRK SCALE:3" = 1'-0" _ m_ �_�.�._. m.�.,.__..�..._.w. ,».,. __. �.._�_ea_ _. _ _ �__ _��.._._. _., m��... _ _�.__.w_ _,. _.__. _....._____. _w. _�, t. .._.� _..:.. _, _,r.___. _ . __.w.._ __. . — ,_n �. _ _ �.. ___ _ _ � ,I �LT. GUAGE MTL FRAMING ? ��, ,� } ��4 �� s� �-FIRE -TREATED 2X8 FRAMING, REF. � ,,,i ' � STRUCTURALDWGS. � �� ;, � •. . , - . � � LIQUIDAPPLIED VAPOR BARRIER, LAP � ; -- e._._.__.,��._..___ , .. � � ( OVER FLASHING � C�, � ' _ � �.,_ :� �� . �� a t�� `a C' i� I .:. , ` , _ 'r� - I BRICKJACKARCH, OR BRICKVENEER ` PEDCOR DESIGN GROUP LLC r : . Architecture / Project Management: � ; 355 City Center Drive , ' ' Carmel, Indiana 46032 ` 317.705.7979 (phone) � 317.705.7980 (fax) I I THRU WALLCOPPER FLASHING i i I G I ' SPRAYED ON INSUL. AROUND BEAM Architect: i ' DESIGN #N823 # I ,� ' STL. BEAM, REF. STRUCTURAL DWGS { `\\`````��R ��i��r►nru�� STUTZ'f�,,,, I � �\\\��S�,G�STFRF �"�/�� LT. GUAGE MTL FRAMING t � Q. � O?i � ' =� f - 00033126 = I � _ = ` %f . �e n � ? 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PLATE LINTEL, REF. S-SERIES DWGS.. FIELD PAINTEDATBRICK LEDGE ONLY. BACKER ROD AND SEALANT STOREFRONT CLIP EXTENSION, MATCH STOREFRONT FINISH. 3/4" PLYWD. STOREFRONT BRICK VENEER BEYOND BRICK VENEER BEYOND STOREFRONT +2�_0�� BRICK S�LL GROUT FULL BRICK BASE CMU BACKUP CORNER BEAD MOLD 'J' MOLD BACKER ROD AND SEALANT VINYL WINDOW NAILING FLANGE BACKER ROD AND SEALANT LIQUID APPLIED VAPOR BARRIER BRICK VENEER WINDOW JAMB DETAIL 1 SCALE:3" _ R.O. 7'-4" +8'_8�� +20'-10 5/8", OR +24'-2 5/s" (AT CORNER BEAD NORTH STAIR) MOLD 'J' MOLD BACKER ROD AND SEALANT— WI N DOW H 34 SCALE:3" = 1'-0" SILL PAN BACKER ROD AND SEALANT SOLID SURFACE SILL W/ BULLNOSE EDGE 1/2" 1 X2 1 /4" WD. TRIM � 0 0 i: - r , ■ � , -------- IIIIIf��r�"�!!!ti! KEY PLAN BLDG D SCALE:NTS Developer: P E D C O R ' �• ��6i'G�%v/" � ; a DEVELOPMENT CO. _ -__ _ __._ _ _ _ _ _ _ _ _ _ _ i Project: � � � � �'�'J � � � � 1..` � N � � M U � ■ � O : � � a� � � � � �"� � � Z ■� ■� � v � �= � � ■ � � � � � � � m oU VJ � O � C� � W V , � � BRICK JACK ARCH, OR VENEER ;� � LIQUID APPLIED VAPOR BARRIER WOOD HEADER, REF. S-SERIES DWGS. NAILING FLANGE COPYRIGHT&OWNERSHIPOFDOCUMENTS THRU WALL COPPER FLASHING - THISDOCUMEMISANINSTRUMENTOFSERVICESANDISTHESOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP LLC ALL INFORMATION CONTAINED HEREIN IS CONFlDENTIAL ITS SUBMISSION AND DISTRIBUTION TOOTHER PARTIES IS NOT TO BE CIXJSTRUEDAS PUBLICATION IN DEROGATION OF CAMMON LAW COPYRIGHT, INTELLECTUAL PROPERN RIGHTS OR OTHER RESERVED RIGHTS ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R STUTZMAN. AND PEDCOR DESIGN GROUP LLC. NO PART OR WHOLE OF THIS DESIGN. THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS. OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAV BE DUPLICA7ED, COPIED. EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHER�MSE DISTRIBUTED INANV WAV WITHOU7 THE � SPEQFICAND PRIOR WRITTEN CONSENT OF 7HE ARCHITECT, JAMES R M.O. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPVRIGHT 2013 +7'-4 3/8", +8'-8 3/8",+20'-11 ", �MES R. STURMAN AIA Carmal Indiana OR +24'-3" (AT NORTH STAIR) Bld $2t construction Documen� LOOSE LAID LINTEL, REF. S-SERIES DWGS. et Issue Date Sheet Issue Date BACKER ROD AND SEALANT 05.15.2012 VINYL WINDOW Drawn By Checked By EJD,JLS,JAW,AJR JAW EAD DETAI L 1 ast evision a e: Construction Bid Set 02.20.13 Parcel 9-54 Bid Package Parking Garage and Ramp 02.20.13 VINYL WINDOW BACKER ROD AND SEALANT � M.O.. R.O. __ Project Number: +15'-4 1/8", +26'-5 1/2", OR NAS H B U I L D I N G +18'-8 1/8" (@ NORTH STAIR) LIMESTONE SILL Sheet Titie: , STOREFRONT AND NAILING FLANGE ; � WINDOW DETAILS SILL PAN (WITH END DAMS) ' Sheet Number: LIQUID APPLIED VAPOR BARRIER ` BRICK VENEER WINDOW SILL DETAIL 5 � SCALE:3" = 1'-0" t � L _._.... 4, ____ ....._..._�__� SHEET 95 OF 139 . . \ 0 M ECH AN I CAL LEGEN D ABBREVIATIONS ABBREVIAIIONS ABBREVIATIONS PIPING LEGEND PIPING SYMBOLS DUCT WORK SYMBOLS � CWS CHILLED WATER SUPPLY O TNERMOSTAT . CWR CHILLED WATER RETURN AC AIR COOLED CONDENSER FOB FLAT ON BOTTOM PSI POUNDS PER SQUARE INCH CS CONDENSER WATER SUPPLY ACCU AIR COOLED CONDENSING UNIT FOT FLAT ON TOP PSIG POUNDS PER SQUARE INCH ABSOLUTE � CAP O RTU-1 SENSOR WITH CONTROLLED DEVICE TAG CR CONDENSER WATER RETURN ACHP AIR GOOLED HEAT PUMP FPM FEET PER MINUTE PRES PRESSURE HyyS HEAl1NG WATER SUPPLY AFF ABOVE FINISHED DOOR FPVAV FAN POWERED VAV BOX PTAC PACT TERMINAL AIR CONDITIONER HyyR HEA�ING WATER RElURN 'I CLEAN OUT � FCU-1 RELAl1VE HUMIDITY SENSOR WITH CONTROLLED DEVICE TAG APPROX APPROXIMATELY FTR FIN TUBE RADIAl10N PTHP PACKED THERMAL HEAT PUMP HCS HEATING/CHILLED WATER SUPPLY ARCH ARCHITECT GAL GALLONS PWR POWER HCR HEA�NG/CHILLED WAlER RE111RN � DROP OO AHU-1 CO2 SENSOR WITH SYSTEM DEVICE TAG AS AIR SEPARATOR GALV GALVANIZED RA RETURN AIR HPWS HEAT PUMP WATER SUPPLY SRi ATM ATMOSPHERIC GC GENERAL CONTRACTOR RAG RETURN AIR GRILLE Hp1NR HEAT PUMP WATER RETURN -� REDUCER O DIFFUSER/GRILLE TAG SHOWING DEVICE TYPE AND CFM B BOILER GFI GROUND FAULT INTERRUPTER RAT RETURN AIR TEMPERATURE HPS HIGH PRESSURE STEAM BE BATH EXHUAST GPH GALLONS PER HOUR RAC ROOM AIR CONDITIONER ^ RISE �► AIRFLOW DIREC110N MPS MEDIUM PRESSURE STEAM BCU BOILER COIL UNIT GPM GALLONS PER MINUTE RCP RADIANT CEILING PANEL �ps LOW PRESSURE STEAM ,�. BDD BACK DRAFT DAMPER GSHP GROUND SOURCE HEAT PUMP RD ROUND SUPPLY AIR DIFFUSER HPC HIGH PRESSURE CONDENSAlE RETURN � TEE-BOTTOM CONNECTION L� FIRE DAMPER BHP BRAKE HORSEPOWER HB HOSE BIBB RH RELIEF HOOD �p� MEDIU�I PRESSURE CONDENSATE RETURN t M BLDG BUILDING HHS ITYDRONIC HOT SUPPLY RHC REHEAT COIL �p� LOW PRESSURE CONDENSATE RETURN -�-� �E-SIDE CONNECTION � MOTORIZED DAMPER BOD BOTTOM OF DUCT HHR HYDRONIC HOT RETURN RTU ROOF TOP UNIT p� PUMPED CONDENSATE 8TU BRITISH THERMAL UNIT HSW HIGH SIDE WALL SA SUPPLY AIR I TEE-TOP CONNECTION SMOKE DAMPER CD C�IDENSATE DRAIN BTUH BTU PER HOUR HOA HANO-OFF-AUTOMATIC SAN SANITARY p DRAIN BTM BOTTOM HP HEAT PUMP SAT SUPPLY AIR TEMPERATURE MU MAKEUP WATER �- 2-WAY CONTROL VALVE COMBINATION FIRE AND SMOKE DAMPER 'C DEGREES CELSIUS HTG HEATING SD SQUARE SUPPLY AIR DIFFUSER AN ATbIOSPHERIC VENT CLG CEILING HVAC HEATING VENTILAIING AND AIR CONDITIONING SENS SINSIBLE HEAT FOD FUEL OIL DISCHARGE 3-WAY CONTROL VALVE --''-� ROUND FLEXIBLE DUCTWORK CFM CUBIC FEET PER MINUTE HW HEATING AND VEN11LAl1NG UNIT SF SUPPLY FAN FOS fUEL OIL SUCTION � CH CHILLER HW HOT WATER SG SUPPLY AIR GRILLE FOR FUEL OIL RETURN AIR VENT-AUTOMATIC TR TRANSFORMER & RELAY WITH CONTROLLED DEVICE TAG CO CLEAN OUT HX HEAT EXCHANGER SPEC SPECIFICATION FOV FUEL OIL VENT Q COP COEFFICIENT QF PERFORMANCE HZ HERTZ SQ FT SQUARE FEET RL REFRIGERANT LIQUID AIR VENT-MANUAL DUCT SIZE (36" ROUND SHOWN); CRAC COMPUTER ROOM AIR CONDITIONER IH INTAKE HOOD STD STANDARD RS REFRIGERANT SUCTION 360 � 36/20� DENOTES 36"x20" FLAT OVAL CT COOLING TOWER IN INCH TCC TEMPERATURE CONTROL CONTRACTOR '� BALL VALVE RD REFRIGERANT DISCHARGE �-9�-�� CUH CABINET UNDER HEATER INCL INCLUDING TEMP TEMPERATURE HGB HOT GAS BYPASS CW COLD WATER INSUL INSULATION TD TEMPERATURE DIFFERENCE CPR CHILLER PRESSURE RELJEF DISCHARGE ��- BUTTERFLY VALVE �BOTTOM OF DUCT DB DRY BULB KW KILOWATT TOD TOP OF DUCT � NATURAL GAS �'' ELEVATION ABOVE FINISHED DIA OR 0 DIAMETER KWH KILOWATT HOUR TSP TOTA� STATIC PRESSURE CHECK VALVE FLOOR DV DRYER VENT LAT LEAVING AIR TEMPERATURE TSTAT THERMOSTAT � DIRECTION OF FLOW ELBOW WITH TURNING VANES DWG DRAWING LAV LAVATORY TOT TOTAL HEAT ~� DIREC�ION OF PITCH FLOW CONTROL VAVLE-AUTOMATIC DX DIRECT EXPANSION LB POUND TYP TYPICAL EXISTING PIPE ACCESS DOOR LD LINEAR SLOT SUPPLY AIR DIFFUSER UH UNIT HEATER ---- plpE TO BE REMOVED FLOW CONTROL VALVE-MANUAL �. ❑"� � EAT ENTERING AIR TEMPERATURE EBB ELECTRIC BASE BOARD LF LINEAR FEET UR URINAL N 80D-9-10' EC ELECTRIC CON1RACTOR �R LINEAR SLOT RETURN AIR DIFFUSER UV UNIT VENTILATOR �- GATE VALVE � EDH ELECTRIC DUCT HEATER LSW LOW SIDE WALL V VOLT P DUCT SIZE (36"x20" RECTANGULAR, FIRST EER ENERGY EFFICIENT RATION LVT LOUVER VAV VARIABLE AIR VOLUME DRAWINGS SYMBOLS PRESSURE GAUGE DIMENSIONAL LISTED IS DIMENSION SHOWN IN VIEW) EF EXHAUST FAN LWT LEAVING WATER TEMPERATURE VD VOLUME DAMPER EFF EFFICIENCY MAT MIXED AIR TEMPERATURE VEL VELOCITY PRESSURE REDUCING VALVE �/p � EG EXHAUST AIR GRILLE MAU MAKEUP AIR UNIT VERT VERTICAL T EH ELECTRIC HEATER MAX MAXIMUM VFD VARIABLE FREQUENCY DRIVE P/T PLUG EL ELEVATION MBH 1000 BTU PER HOUR VOL �RTICAL PACKAGED AIR CONDI110NER CONNECT TO EXIS�ING �- RELIEF VALVE � DIM NSI NS SHOWN I ARE 0 SIDE D MENSIONS)CT ELEC ELECTRIC MCA MINIMUM CIRCUIT AMPACITY VPAC � ENT ENTERING MECN MECHANICAL VTR VENT THRU ROOF EQUIP EQUIPMENT MFR MANUFACTURER WT VERTICAL VOLUME AND TEMPERATURE STRAINER W/BLOW DOWN VALVE EST EXTERNAL STAl1C PRESSURE MIN MINIMUM W/ WIDTH 1Q DRAWING REVISION NUMBER �� SUPPLY DUCT UP ET EXPANSION TANK MISC MISCELLANEOUS WB WET BULB � � E W H E L E C T R I C W A T E R H E A T E R M O C P MAX OVER CURRENT PROTECTION HW WALL HYDRANT O P L A N N O T E N U M B E R THERMOMETER C�-WT ENTERING WATER TEMPERATURE MT MOUNT WSHP WATER SERVICE HEAT PUMP � a__�1� SUP PL Y D U C T D O W N EX EXISTING N/A NONE APPLICABLE WT WEIGHT -� I f-- UNION �� EXH EXHAUST NC NOISE CRITERIA WSHP WATER SOURCE HEAT PUMP �--� SEC110N NUMBER WITH SHEET REFERENCE S/A GRILLE SET S/A GRILLE POINTED F FURNACE NPSH NET POSITIVE SEDUCTION HEAD WTR WATER AT 45' DOWN STRAIGHT DOWN RETURN/EXHAUST DUCT UP 'F DEGREES FAHRENHEIT OA OUTDOOR AIR WPD WATER PRESSURE DROP SHUT-OFF VALVE TOWARDS WINDOW FCU FAN COIL UNIT OAT OUTDOOR AIR TEMPERATURE XFMR TRANSFORMER � DETAIL NUMBER WITH SHEET REFERENCE FD FIRE DAMPER/FLOOR DRAIN P PUMP Y CO YARD CLEAN OUT. RETURN/EXHAUST DUCT DOWN PD PRESSURE DROP PH PHASE 881��1' Ir�pui 8utput Gas Cxn Electrir.al Sfiip Tag Manuf M,�el Mbh Mbh IEUh Volts Pfiase MCA WL u Bt3iiler-2 h#TP EL-�99 299.0 2$7_0 1.0 155.0 1 2QO.Q d� U�ti# 1"1ea#E'� Plow Dutput Air Fio�v Electrir�) 5hi Tag Man�f 11A�aad�1 �RM M�h cfm Valts Pl�se MCA YNt. HH-1 �tulcan HV-�8U 21:fl 2�i9.1 4,2tltl 13:5 1 5.4 118.0 Pumps Capacit� Head Fl�nge Electtical Ship Tag i1�lanuf Mad�l GWM Feet lnch Volts Phase FLA Vilt. Pump-1 8&G N'RF-25 13.0 10.Q .75ta 1.5 115 1 1.1 10.4 Purn -2 B&G Pt-3�3 2t}.0 10.0 .75to LS 115 1 1.4 11.6 t�urnp-3 8&G P'�-36 3�1.0 10.0 .�5 tt� LS 115 2 2.1 13.i Pump-4 B&G I�L-5S 43:� 14.0 .75to 1.5 115 i 4.7 13.1 High voltage pawer by electrician Tied to lights fcsr �N condition when lights are on 4" dia bath vent run in t��ass system aboue ceiling Fan corttro(ied by thermostat set to c+�me C7N at 85°F 5" r�ia vent run frorr� IT r4om ta corridar Fire damper r-nounted atfire barrier in rated ceiiing Power disconn�ct at fan by eEectrician f�cteri�r ic�u�rer to have bird artd pest streen Conti nuous operation Contrc�l[ed by CU s�risor system with martuai overr�rle �� , � Air Fiaw bimensian Throw lr�tegrat Tag Mat't {cfm) {H,� x V"j (feetj Coic�t- Damper Notes $�1 $L22) �� X� 7 �l�l`hf�� YE:S 1, 2 SR2 Stee( 1Q8 12 x 6 11 Whit� Yes 1, 2 51t3 Steel 135 i2x6 13 White Yes 1,2 SR4 Steed 142 12 x 6 16 White Yes 1, � SR5 Stee I 3�C} 14 x 6 16 V�Ih ite Yes i, 2 SR6 Steel 2(�t7 14x8 16 Whit� Yes 1, 2 RAG1 5t�eel �iariable 30X S(3 --- Wt�ite No 1, 2 R�4�;� Steel 1f�riable 12x 12 -- Whi�e i�o 1, 2 RAG3 Steel Variai�le 1�X 14 --- V�lhite No 1, 2 .,... .. .. ..�. �... ..� , . .....,... . ` �, a .. � � . . V 1 Maintertanee accessible, integra! thermc�stat 2 Electrician tt� provide means for turning off pvr�ver � Surface It�o�snt 4 Etecessed Nkiurtt MECHANICAL SHEET INDEX M001 M100 M101 M102 M103 M104 M105 M106 M107 M108 M109 M 200 Mechanical General Notes NASH BUILDING MECHANICAL DATA NASH BUI�DING HVAC PARKING LEVEL NASH BUILDING HVAC 1 ST FLOOR NASH BUILDING HVAC 2ND FLOOR NASH BUILDING HVAC 3RD FLOOR NASH BUILDING HVAC ATTIC LEVEL NASH BUILDING HVAC ROOF NASH BUILDING HVAC UNITS NASH BUILDING HVAC UNITS NASH BUILDING HVAC UNITS NASH BUILDING HVAC DETAILS NASH B�7ILDING RAMP HYDRONICS LAYOUT 1. Installations shall conform to all federal, state, and locallaws, ordinances, codes and governing jutisdictions. 2. Drawings are schematic in nature and show general azeas for piping and ductwork routing. Coordinate piping and ductwork with a11 other trades prior to fabrication. Ductwork elevarions shall be indicated on sheet metal shop drawings after coordinarion between trades and prior to fabrication. 3. These drawings are intended to document the general requirements of I for the mechanicals systems. They may not be complete in every respect. The M.C. is required to provide all necessary labor, equipment, materials, and accessories, etc. for a complete and operational installation, whether or not indicated on these documents. 4. Submittals for all equipment, materials, or products must be provided by M.C. and approved prior to installation. 5. All ductwork installations shall conform to SMACNA 1-IVAC duct construction standards as appropriate. 6. Flexible duct shall be limited to lengths shown on plans. 7. Fle�ble ducts shall be routed and supported in a fashion to avoid pinching or crushing of the pipe. 8. All non-insulated flexible duct connecrions to hard duct and diffusers shall be strapped (zip tied) at the flexible inner liner of the duct. 9. Insulated fle�ble duct connections to hard duct and diffusers sha11 be strapped (zip tied) by the flexible inner liner of the duct. Once secure, the insulation and outer vapor banier sha11 be pulled over the inner liner connecrion and then strapped to the hard duct. Care shall be taken to verify that no hard duct is exposed at the connection. 10. Bedroom doors shall be undercut 1" to provide relief for return air back to unit. 11. Coordinate all openings in roof; floors, or walls with general contractor and sm[ctural contractor prior to commencing work. 12. Any conflict or discrepancy between drawings and specificarions shall result in the inost stringent applicarions and should be bid as such. Contract documents consist of both project manual and drawings and both are meant to be complimentary. Anything appearing on either must be executed the same as if shown on both in the interest of providing a fully functioning and operable system(s). 13. Equipment an d manu facturers sc he du le d an d / or spe ci fi e d a r e i n ten d e d t o s h o w a m i n i m u m standard of quality, and are based on the owner's preference. Other non-specified / non-scheduled manufacturers will not be considered. If the contractor submits equipment other than by the manufacturer shown on the drawings and in the specifications, it may be rejected, or subject to review by the architect, engineer, or owner. 14. Any changes or modifications made to this project that deviate from the plans as shown, other than changes made in coordination with other trades or as a result of unforeseen stiuctural obstructions, must be approved in writing by the engineer of record. 15. All piping and ductwork shall be installed as high as possible and beriveen joists where possible. Contractor shall coordinate prior to issuing shop drawings. 16. Clearances indicated are based upon best available architectural / structural information. Contractor shall verify piping ductwork, sprinkler lines, and electrical routing prior to submitting a bid / proposal and include any associated costs as required to install work as shown and intended to provide a complete and functional systein. 17. Contractor shall include in bid / proposal all costs required to completely and properly install all work required for the project and review / coordinate the documents of other trades that require work done by this division. 18. Coordinate the installation of all piping, duct and associated items with items requiring sn�uctural support above the ceiling (i.e. projectors, movable partirions, can lights etc.) 19. Provide reducer or increaser as required for final connection to duct mounted equipment. 20. Route condensate piping to nearest discharge point, by gravity. The use of pumps to eliminate condensate should be avoided wherever possible. 21. Route i locate condensate drain piping so it will not be a trip hazard. 22. Insulate all condensate drain piping, inside the building that is located where conditions may exist to cause condensation. 23. Ceiling mounted equipment shall be mounted as high as possible while maintaining clearances for maintenance personnel. All ducrivork connections to and from equipment above the ceilings are to be installed providing the straightest path of airflow possible. Coordinate with structural shop drawings. 24. Nat all valves and accessories necessary to make this a complete and functioning project may be shown on the plans. It is incumbent on ali subcontractors to provide all elements and coinponents necessary to make this a complete and fully functional project. 25. Install all HVAC units level. 26. Outside air intakes shall be located a minimum of 10' away from any exhaust duct, blower discharge, plumbing vent, or source of noxious or hazardous fumes. 27. Provide tagging system that identifies equipment and area served as required. 28. Fire stop pipe penetrations of rated walls or structure as required by local code. 29. Paint interior surfaces visible through return air grills. Use flat black paint. 30. Thermostats or sensor controls are to be 48" AFF and located to comply with ADA accessibility reyuirements. 31. All disconnect switches serving mechanical equipment shall be installed as required by NEC and proper service clearances shall be maintained. 32. Equipment and installarion techniques and methods to be Indiana Energy Code compliant to include the following ASHRAE 90.1, 62.1 requirements. a. H VAC equipment must be compliant with Tables 6.8.1 A, and 6.8.1 B. b. Refrigerant lines must be insulated with minimum'/z" thick cellular foam insulation in accorda�ice with Table 6.8.3. c. Insulation exposed to weather must be suitable for outdoor service (e.g. protected by aluminum, sheet metal, painted can��as, or plastic cover) and must be water retardant and provide shielding from solar radiation. d. All HV�C systems with field installed ductwork must be air balanced in accordance with industry accepted procedures. e. HVAC controls must be set to prevent simultaneous heating and cooling of the same space. f. Any e�chaust fans that do not have conrinuous service must be equipped with motorized or gravity dampers that will automatically shut when fan is not running. g. Transverse joints on all ductwork must be sealed with a UL 181 approved mastic or sealing system. h. Ductwork and plenums must be insulated in accordance with Tables 6.8.2A & 6.8.2B. i. Outdoor Air Intakes shall be designed in accordance �vith Section 5.6 of Ventilation for Acceptable Indoor Air Quality (ASHREA 62.1). ;;. Provide fire dampers, radiation dampers, or smoke dampers as required by code and as noted. 34. Fire dampers to be constructed with hea�ry gauge galvanized steel frames, 301 stainless steel closure springs (for horizontal mount only), 165°F fusible link, and g�lvanized steel sleeve that is two gauges thicker than service ductwork. 35. Fire dampers to be UL listed and labeled and must be manufaetured in conformance with NFPA Standard 90A. V Z _ , oC v W Z W - Z � - � C� W Z V W j W � � W � � � � (��ai '��°ti � � � N � Z N � � �/j ti � -J.O�� O � `� M � M � � X C��Q � � �L � � � - � w J F- � SCALE: V Z L.L � � w 0 Z G � Z W -�-� � ^� -�--� . � i-�-� � � � � � � • � • r--1 M---� F--�-1 � �..� �j � � � � � � C� � U � � 1 /8"=1' - 0" NOT FOR CONSTRUCTION DATE: � . REVIEW SET 5/10/2012 2. UPDATE Q5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. � �. 18. 19. 2�. 21. 22. 23. 24. 25. 26. 2�. 28. 29. 30. Carmel City Center HVAC Layout-Nash Bldg Mechanical Data SHEET NO. 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" € � �.� � f!f , / ' ', sr /,�� r � , �� ? � �`� / : s , ,� / �, .� f �/'1�� ..�€` ...� ` _.._..,f � _ '� g�* C� � f t r_ _.._ __ ___—'.�'_�—. _ ._._ �.� �___,_._.__._. ; -,;// ,/' f,�',� � : t , �� , � ,. � . , �: MUA-1 -�-- '--,.--j :t:�� °"�s �/ � - d'� - _ �� _fi:;�� .. .w�� W._.�� , �y/ . � / . ,, . , � � �� ,, � ,; ; � ,�� : �/'� / � �. �,. � � . >>� .,;:,,, . _ „ � i _ y,;, 3 l f- / x`i 4'V � � � � % � ?..' � � . ; x� u� ,� r, � ..� r _ ._. ... _�— _ � x.,.. ,_ _ .. , � , � � _ ; � f , v w� ? �� ....� � � .�; :.�:._�.._.. , �,r : _ . . ; �- � �; � " � �:�; � ,, ,-�-, �'' „,�? ; :�sP: w .._....___. '� "� ._......_.. �+=�`C�.:iv:,7 , � .� p... E� � p�i ,� �. �. — _.� � �f ;�' , f F �.s ' �_.___ � ; ;� �e :� �f�: � � _.......v_. � _� � '�� ---._— �_.._... r�—�— ;—, �� o-' �-��.._..�...... q ��✓ ¢p � E ..�� rr � � . � 48� i i '�^ � � SR � f f � V �E � :I � 3 �i EF-3 � � m EF-3 �-�-- � !,. � CRi l � � � ; � ' �z � � az � i sz i' Mechanical Plan Notes: lO See Sheet M 109 for condensing unit roof support detail. 2O See Sheet M109 for mechanical room detail. 3O Provided and installed by electrician. 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] SO Verify dropped ceiling with architect and G.C. 6O Return to pull through dropped ceiling from living space to mechanical room. 7O Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. 8O Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. 9O Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to bc constantly ON. row�r dlsconncct at fan. � �� :� � OV FiFi n i n�e� ,ry�-t:;. . �, , j�`�' �� ; �... �t � � 1 `i �;, �::�_.: °F,'`�:�-.._, �.�.. % � � � � Nash ��i� � ��. �.. �� 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 Verify penetration from dropped ceiling R/A plenum to mechanical room. 13 Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project mana gement and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS & HHR) under slab. 18 Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wlre mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring � process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 21 See sheet M200 for Snow Melt Piping Detail. � } ; v�mu� ,� r� �► � ��ws �--�-- - �..:, ; � �.� =�i ' � -� ; :: i _�._,_ �_ 4 m e� s�n ��ct�► t� , �.� , , ; , _. ; ; �_� .�_: �a e�r c�►tc� s�wu� ' ��.. , , _� _.. _. MUA-1 _ ;�w� .m,. 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W— J O M � W � � � `� M `.. � W M � � X O� ��Q O �a�'- � — C� Z � � OW OZ � � Z W � � ■� �0 �-, +� . � � � � � o ,� a �, • r--, � � � � � W � � � � � � � H � � � � � � � SCALE: 1/8"=1'-0" NOT FOR CONSTRUCTION DATE : �. REVIEW SET 5/10/2012 1 6. 2. UPDATE � 5/14/2012 ��. � 3. 18. 4. 19. 5. 20. 6. 21. 7. 22. 8. 23. 9. 24. 10. 25. 11. 26. 12. 27. 13. 28. 14. 29. 15. 30. SHEET TITLE: Carmel City Center HVAC Layout—Nash Bldg Parking Level SHEET NO. . .. � 1 1 Mechanical Plan Notes: 0 � 0 0 � 0 0 r0 0 � See Sheet M 109 for condensing unit roof support detail. See Sheet M 109 for mechanical room detail. Provided and installed by electrician. Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum '/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. Exhaust fan to be constantly ON. Power disconnect at fan. 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 13 Verify penetration from dropped ceiling R/A plenum to mechanical room. Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. 17 18 Loop hydronic lines (HHS & HHR) under slab. Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wire mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. 19 Concrete contractor to verlfy that hydronic pipes are immersed in concrete curing pouring process. 20 21 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. See sheet M200 for Snow Melt Piping Detail. �,� ' � � ,� � i� '` �� J , �, — � � I� � '� � � '� �' � V Z . GC V W Z W — Z � — t/) C� W Z C� W � � W O� O � � � � — N p N 'c�c��r` � d' � N � Z N � � � N vi � � o � � O � �M � M � c X c��Q � � � � � ■� � w J � F-- SCALE: C� Z � � OW OZ � � Z W �,o +� � � - ,--� o � �, . ,..., � � � G� �� O 0 w �--� � � 1 /8"=1' -0" NOT FOR CONSTRUCTION DATE: � . REVIEW SET 5/10/2012 2. UPDATE Q 5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Carmel City Center HVAC Layout-Nash Bldg lst Floor SHEET NO. 1 Mechanical Plan Notes: O � O 0 � � � 0 0 10 See Sheet M 109 for condensing unit roof support detail. See Sheet M 109 for mechanical room detail. Provided and installed by electrician. Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. E�aust fan to be constantly ON. Power disconnect at fan. � 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 13 � 15 16 17 18 19 20 21 Verify penetration from dropped ceiling R/A plenum to mechanical room. Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. Loop hydronic lines (HHS & HHR) under slab. Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wire mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring process. Hydronic lines run under slab, up wall, and connected to hydronic unit heater. See sheet M200 for Snow Melt Piping Detail. 0 I '_� ' ' C ` ,I. � �� ' ,` �; �� , _ ;�� ;; �/''J �� , � V Z . � V W Z W — Z � — tn C� W Z C.� W � � W O� O � Cfl l(') � 'ca�°ti � � � N (�6ZN� � N � ca �~^ J.O�j� O � `-� M � � � � M � c X c��Q �� W J H H SCALE: C� Z � � OW OZ � � Z W �0 -+-� � � - ,--� O � �,,,� ''� O � � O � � � � � � � � G\2 1 /8"=1' — 0" NOT FOR CONSTRUCTION DATE: � . REVIEW SET 5/10/2012 2.UPDATE Q 5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Carmel City Center HVAC Layout—Nash Bldg 2nd Floor SHEET NO. , � . � ' � rii� �_ Mechanical Plan Notes: lO See Sheet M 109 for condensing unit roof support detail. 2O See Sheet M 109 for mechanical room detail. 3O Provided and installed by electrician. 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. � � O Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. 8O Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. 9O Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to be constantly ON. Power disconnect at fan. �� -. 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 13 Verify penetration from dropped ceiling R/A plenum to mechanical room. Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer �ent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. - 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS & HHR) under slab. 18 Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wire mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. 1� Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 21 See sheet M200 for Snow Melt Piping Detail. � ; i �� '11 i ' ', • - ' f I'I J � "�� ,� �� 1 �' V Z . � U W Z W — Z � — V� C� W Z C� W � � W O� O � � � � — N p N �taC�r-I� L � � � � � Z N N � � � ^ -�.Ocj� O ��M � � N �' M � c � C��Q �� . - � W J � H SCALE: C� Z � � OW OZ � � Z W �/ � � �• �� • r� /�"'1 � � O O � � � � � � � � C� 1/8"=1'-0" NOT FOR CONSTRUCTION DATE: � . REVIEW SET 5/10/2012 2. UPDATE Q5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. SHEET TITLE: Carmel City Center HVAC Layout-Nash Bldg 3rd Floor SHEET NO. ' I I u 0 0 0 0 -_ _- - I I I • ;, • � - 6 M109 � �� Mechanical Plan Notes: O � � � � � � 0 0 r� � See Sheet M 109 for condensing unit roof support detail. See Sheet M 109 for mechanical room detail. Provided and installed by electrician. Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected t� the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. Exhaust fan to be constantly ON. Power disconnect at fan. 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 13 Verify penetration from dropped ceiling R/A plenum to mechanical room. Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. � � J Loop hydronic lines (HHS & HHR) under slab. Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wire mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring process. 20 21 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 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',.l.x;:;l%L�.:t; ;�;G/1/ ;� ` � . �.: ,� �. �; � i� , � � ' i � �` ''�: � l � ' 1 - 'l - `�' �' � � 0 V Z . GC V W Z W - Z � - tn C' W Z C� W � � W O� O � � � � - N p N .� � � N � � � � z N � � N � v_� .-. J'p�l� O ��M ca � M � � X c��Q �� ■� � u.i J F- H SCALE: C� Z � � OW OZ � � Z W �,o +� � � • �--, o � �, . �-., � � a � � � � � � O � � O � � � 1 „_ , „ � 8 -1 -0 NOT FOR CONSTRUCTION DAT E : 1. REVIEW SET 5/10/2012 2. UPDATE Q5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. � �. 18. 1. 9 2�. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. C armel Cit Center Y - Bld H VAC La out Nash Y g Roof SHEET NO. ' 1�i _ nv �. _ _ _ ___. __ _ _ �. _ _._ _�._ ----� --- -----�..._ _..�.--� .._. .... _._...........__ ._..:..._..____ ,�� ,�� { ;; �1 i � ��i� A Unit 203, 204, 209, 210, 211, 303, 305, 309 & 311 � Mechanical Plan Notes: lO See Sheet M 109 for condensing unit roof support detail. 2O See Sheet M 109 for mechanical room detail. A 3O Provided and installed by electrician. � • �� nr 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. Comply with all fire ratings as requlred. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.�.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate wlth other trades. � 0 O 0 ► 0 Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to be constantly ON. Power disconnect at fan. i n�r ��, A Unit 304 & 310 �I" DC 11 Verify that de-rated equipment performance is considered due to line set length dictated by A/C location. 12 Verify penetration from dropped ceiling R/A plenum to mechanical room. 13 Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS & HHR) under slab. 18 Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation under wire mesh, appropriate for this application. Pre-pour preparation, insulation, and wire mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 21 See sheet M200 for Snow Melt Piping Detail. Unit A3 Unit 205 V Z GC C,j W Z W — Z � — � C� W Z C� W � W � � W O� O � � � � — N p N .� �' � N � � � � z N � � N � vi .-. —J.O�� p �M M ��a��' c� � c X c��Q �� ■� � LL! J ~ �� -- SCALE: C� Z � � OW OZ �� Z W �0 -�-� � � - r--, O � �, • ►--, c�S � ►-a GQ � � � � � .� �i � r-�- 1/4"=1'-0" NOT FOR CONSTRUCTION DATE : � . REVIEW SET 5/10/2012 2.UPDATE Q5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. SHEET TITLE: Carmel City Center HVAC Layout—Nash Bldg Units SHEET NO. ' � �. _ � - _ ___ ��it A1 U n it 102, 103 & 104 4" BE - �A S q � � � � � � ` SI22 ", � � €3 � � 33 ��4{� � �� 7» � �» nr . _s��,�� Unit A2 Unit 206 & 208 Mechanical Plan Notes: lO See Sheet M109 for condensing unit roof support detail. 2 O S e e S h eet M 109 for mechanical room detail. 3O Provlded and installed by electrician. 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. f h d t i in 0 � � 0 . 0 Comply with all fire ratings as requlred. The last three (3) feet o t e ryer ven p p g, connected to the dryer termination at the outside wall, shall be sloped at a minimum '/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordlnate with other trades. Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to be constantly ON. Power disconnect at fan. DV _ _ __ DEV LEN ___ � � � , ; : �� 7» [ , : ___. 11 Verify that de-rated equipment performance is considered due to line set length dictated by � A/C location. 12 Verify penetration from dropped ceiling R/A plenum to mechanical room. 1 3 B a t h e x h a u s t ( B E) to run throu gh truss s ystem to nearest outside wall. Dryer vent termination locations determined in coordinatio n w i t h e l e v a t i o n p l a n s, G. C.' s o n s i t e p r o j e c t management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other � trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS & HHR) under slab. O18 Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation • nd wire under wire mesh, appropriate for this application. Pre-pour preparation, insulation, a mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring � process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 21 See sheet M200 for Snow Melt Piping Detail. y�::. ;;x.e ,= ^" Q� t�nit A2 U n it 306 & 308 � � Z Cfl LN � _ , OCV '��°t` � N WZ ~��ap — � Z � � Z N N ZC� �•�~� W— J O j � W � � � "M `.. � W M � � X O� ��Q O ��'— � — C� Z � � OW OZ �� Z W � � ■� �o � � � • �--� O � �, . �, �� J � �' � �' � C� � � � � � SCALE: 1 /4" =1' — 0" NOT FOR CONSTRUCTION DATE : �. REVIEW SET 5/10/2012 � 6• 2. UPDATEQ5/14/2012 � �• 3. 18. 4. 19. 5. 20. 6. 21. 7. 22. 8. 23. g, 24. 10. 25. 11. 26. 12. 27. 13. 28. 14. 29 • 15. 30. SHEET TITLE: Carmel City Center HVAC Layout-Nash Bldg Units SHEET NO. 1 \ �-- i , - . DV DEV LE� 51'-10" ��ilt B Unit 201, 202, 207, 213 301, 302, 307 & 313 � _._._.. ._.� V LEN ,,_o„ � r' r � � Vnit C Unit 105 Mechanical Plan Notes: lO See Sheet M 109 for condensing unit roof support detail. 2O See Sheet M109 for mechanical room detail. 3O Provlded and installed by electrician. 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. f h d t i in � � 0 0 . 0 Comply with all fire ratings as required. The last three (3) feet o t e ryer ven p p g, connected to the dryer termination at the outside wall, shall be sloped at a minimum 1/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. Fire dampe� s required where HVAC ductwork and registers penetrate fire rated barrier. Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to be constantly ON. Power disconnect at fan. 4" BE DV DEV LEN 52'-6"- `--__� �� ' � � SR4 O �„ SR4 � �„ _ ._.._.._. . _._ .. ...._ _.. __ ........_ _. _ � SR4 ; � ; � �» � � �__ _ _ _ � �� 0 �� 7„ ��_ _._____�_____�_e._�__ = f � SEE SCHEDULE T4 VER! FY C4RRECT _ AIR HANDLER o :� � f � ��---� .� �... � � �� ____ ____.....; � � r 4 i E • ►i „ � , _� �� J�- ;t � f �i # -- S, � :_.___ ____T_ , �_ __ _ ._ _ __. _.__ _._ � ____ � , ; ��, � U n i t 212 8c 312 � � � � � �1 � � � � , � ;� � � % f s ,� _. .,.. ... � �,....� ` ��. 11 Verify that de-rated equipment performance is considered due to line set length dictated by O A/C location. ; 12 Verify�penetration from dropped ceiling R/A plenum to mechanical room. � 13 Bath exhaust (BE) to run through truss system to nearest outside wall. Dryer vent termination locations determined in coordination with elevation plans, G.C.'s on site project management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. Coordinate with other � trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Power closed, opens 0 upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required by retail spaces. O Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS & HHR) under slab. O18 Snow melt hydronic tubing to be tied to wire mesh. A minimum of 2" of foam insulation _ ion and wire under wire mesh, appropriate for this application. Pre pour preparation, lnsulat , mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concrete curing pouring O process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit heater. 21 See sheet M200 for Snow Melt Piping Detail. ov DEV LEN ..._..___. � 32,_�„ a�... __. � .� ._ _� �. t. _ __ �__ o� SR4 � � . � ; �� ' ;� �; �'' � f� ft f 8„ �� O 8„ � SR4 � � �} SEE S�HEEQUULE TO � YERI�Y Ct)RRECT �� _ R _._.._. � �nit E Unit 101 ,. . EF-1 c� z — � CU W Z W — Z � — tl� C� W Z C� W � � W O� O � �� — N p N .� � � N � � � � Z N � � N �-. vi � .��o�� O � �M �.. M � c X c��Q �� . - � J F-- F— SCALE: � Z � � OW OZ �� Z W �J +� � � - rl � � � • r�-�i � M� � 1--�-i � � � � � .� � � � 1/4"=1'-0" NOT FOR CONSTRUCTION DATE : � . REVIEW SET 5/10/2012 2. UPDATE 1Q5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. SHEET TITLE: Carmel City Center HVAC Layout-Nash Bldg Units SHEET NO. i ' • � Mechanical Plan Notes: lO See Sheet M 109 for condensing unit roof support detail. 2O See Sheet M 109 for mechanical room detail. 3� Provided and installed by electrician. 4O Dryer vent to be sized in accordance with plans and details. Vent through dryer vent box. O 0 O Comply with all fire ratings as required. The last three (3) feet of the dryer vent piping, connected to the dryer termination at the outside wall, shall be sloped at a minimum '/4" per foot towards the outside of the building. Dryer vent termination locations determined in coordination with elevation plans, architectural, G.C.'s on site project management and M.C.'s on site project management. [See detail 7, Sheet M 109] Verify dropped ceiling with architect and G.C. Return to pull through dropped ceiling from living space to mechanical room. Line sets for upper floors will run exposed in the back of each mechanical room in a straight and neat manner. Installation must coordinate with other trades. 8O Fire dampers required where HVAC ductwork and registers penetrate fire rated barrier. 9O Windows sized and configured to meet fresh air requirement dictated by ASHRAE 90.1 / 62.1. 10 Exhaust fan to be constantly ON. Power disconnect at fan. _� I 1 Verify that de-rated eyuipment performance is considered due to line se A/C location. 12 Verify penetration from dropped ceiling R/A plenum to mechanical roo 13 Bath exhaust (BE) to run through truss system to nearest outside wall. l termination locations determined in coordination with elevation plans, management and M.C.'s on site project management. 14 Ductwork for corridor conditioning to run in truss system of corridor. ( trades. 15 Elevator shaft smoke relief damper connected to fire alarm system. Po� upon fire alarm activation or power failure. 16 PVC chase, 3 inch diameter for future refrigeration copper as required � Continuous pipe, no offsets allowed. Cap at top and bottom. 17 Loop hydronic lines (HHS 8z ��IR) under slab. 18 Snow melt hydronic tubing �o be tied to wire mesh. A minimum of 2" c under wire mesh, appropriate for this application. Pre-pour preparatioi mesh provided and installed by concrete contractor. 19 Concrete contractor to verify that hydronic pipes are immersed in concr process. 20 Hydronic lines run under slab, up wall, and connected to hydronic unit 21 See sheet M200 for Snow Melt Piping Detail. �� = ; ��; , j �i � ,�, �'�' , � � _ � �1- , �� ; _� �� = - � Z . � (� W Z W - Z � — � C� W Z C� W � W � � W 0 � 0 � � � � �cac�°ti � � � � N � Z N � N �-. � � ~ � J�O�j� O ��M � � � �' M � c X � � � Q ��L.L � � ■� � W J � f— SCALE: � Z � � OW OZ �� Z W �--� � O � � � � U � - �--� � � .� O O � � � .� � � � � � � � � � ►`� � C� � � � 1/8"=1'-0" NOT FOR CONSTRUCTION DATE: � . REVIEW SET 5/10/2012 2. UPDATE�5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 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W U . � � � N W Z ~ � o0 � Z � � _ N N W ^ Z C� � � �` � L1J- J.Ocj� W � � � �M � W M � � X O� �:��Q O �� - C� Z �� Ow Oz �� z w � � � O O � � ■� � � � � � O � � '"' � '� � � r-+ N ''� � � � �� w � � J �� SCALE: 1 /8"=1' - 0" NOT FOR CONSTRUCTION DATE: 1. 16. REVIEW SET 5/10/2012 _ 2. UPDATE Q5/14/2012 � %. 3. 18. 4. 19. 5. 20. 6. 21. 7. 22. 8. 23. 9. 24. 10. 25. 11. 26. 12. 27. 13. 28. 14. 29. 15. 30. SHEET TITLE: �armel City Center Sanitary Layout-Nash Bldg Garage Level & lst Floor SHEET NO. . , .. , ___ __ ___ / ��5�1 �� ; � �� , ,� �_ -,� � - � ��!� I'� l �� RUN 4"PVC PIPE FROM OF ENVAC UP THROUGH F TERMINATE WffH GOOSE K ALL PLUMBING VENTS I�INATE ON THE WEST ; OF THE ROOF Nash � u�� n � _ � � �i. �- � � i. ��' �;� f �� DENOTES 2X6 WALL NEEDED � V Z � U W Z W - Z � - V� C7 W Z C� W � W � � W O� O � � � � .(� � � � � � � N � Z N � � N �-. v_i .-1 -J.O�� O ��M � � N �' M � � X c��Q �� ■� � W J H � SCALE: -+� � O � � � � � � .� � GC� � C� Z � � OW Oz �� z w � O � O � � . r..i � � � � � � � � �� 1 /8"=1' - 0" NOT FOR CONSTRUCTION DATE : � . REVIEW SET 5/10/2012 2. UPDATE �5/14/2012 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. SHEET TITLE: 16. � �. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 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' \ ELECTRICAL ABBREVIATIONS A AMPS AFF ABOVE FINISH FLOOR CO COMPANY CONTR CONTRACTOR DN DOWN DWG(S) DRAWING(S} EC ELECTRIC CONTRACTOR EDC ELECTRICAL DISTRIBUTION CENTER EM EMERGENCY EQUIP EQUIPMENT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EX EXISTING FLA FULL LOAD AMPS FS FLOW SWITCH GC GENERALCONTRACTOR HP HORSE POWER MAX MAXIMUM MB MAIN BREAKER MC MECHANICAL CONTRACTOR MCA MIMIMUM CIRCUITAMPS MFR MANUFACTURER MH MOUNTING HEIGHT MIN MINIMUM MLO MAIN LOAD AMPS MOCP MAXIMUM OVER CURRENT PROTECTIOM MOD MOTOR OPERATED DAMPER MTD MOUNTED NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER PC PLUMBING CONTRACTOR PSI POUNDS PER SQUARE INCH RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE V VOLTS � r FIRE PROTECTION SYMBOLS FIRE ALARM CONTROL PANEL FIRE PULL BOX HORN/STROBE ALARM COMBO HORN/STROBE ALARM COMBO WEATHER PROOF FLOW SWITCH PN TAMPER SWITCH STROBE HOOD ANSUL SYSTEM CONNECTION SMOKE DETECTOR DUCT SMOKE DETECTOR HEAT DETECTOR CARBON MONOXIDE DETECTOR FIRE PROTECTION NOTES� 1 2. 3. 4. 5 s. ELECTRICAL SYMBOLS FACP DISCONNECT ❑F EXIT SIGNAGE EXIT SIGNAGE WITH EMERGENCY HEADS FLUORESCENT CEILING MOUNTED STRIP LIGHT � FLUORESCENT WALL MOUNTED STRIP LIGHT � RECESSED DOWN LIGHT � MOTOR a LIGHT FIXTURE - ON NIGHT LIGHT CIRCUIT � �� THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR WITH A MINIMUM OF 5 YEARS EXPERIANCE. INSTALLATION SHALL CONFORM TO NFPA 72 AND SECTION 907 OF THE IFC AS DIRECTED BY IBC 907 AS WELL AS ALl STATE AND LOCAL CODES AND FIRE MARSHAL DIRECTION. PROVIDE FOR A FULLY FUNCTIONAL CENTRAL BUILDING FIRE ALARM SYSTEM. DRAWINGS ARE DIAGRAMMATIC, PRIOR TO ROUGH-IN, FINAL DESIGN BY NICET LICENSED DESIGNER SHALL BE SUBMITTED AND APPROVED BY LOCAL FIRE MARSHAL CONTRACTOR SHALL PROVIDE ALL REQUIRED DEVICES NEEDED FOR THE APPROVED SYSTEM WHETHER INDICATED ON THE PLANS OR NOT AT NO ADDITIONAL COST TO THE OWNER. FIRE ALARM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY AUTHORITY(S) HAVING JURISDICTION PRIOR TO ROUGH-IN. GENERAL REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC EMERGENCY POWER WITH A MINIMUM 24 HOUR SUPPLY, ACTNATION OF THE GENERAL ALARM MUST SOUND AN ALARM AND/OR VOICE EVACUATION THROUGH OUT THE BUILDING WITH A MINIMUM OF 65 dBA IN ALL AREAS, ALL CABLEING AND CONNECTION SHALL HAVE A MINIMUM 60 MINUTE FIRE RESISTANCE RATING, VISUAL STROBE DEVICES ARE REQUIRED AT ALL HORNS AND IN ALL PUBLIC AREAS. ALL ELECTRONIC DOOR LOCKS AND HOLD OPEN DEVICES SHALL BE INTERLOCKED TO RELEASE DOORS IN FIRE ALARM CONDITION. LIGHT FIXTURE - LAYIN FLUORESCENT LIGHT FIXTURE - SURFACE FLUORESCENT LIGHT FIXTURE - FREE HANGING FLUORESCENT LIGHT FIXTURE - WALL SCONCE EXTERIOR LIGHT FIXTURE - WALL PACK PROVIDE WITH DAWN TO DUSK CONTROL LIGHT FIXTURE - PENDANT LIGHT FIXTURE � �. �� ` � ' ' - - � � OUTLET - 4 WAY OUTLET - DUPLEX OUTLET - GROUND FAULT INTERRUPT OUTLET - GROUND FAULT INTERRUPT WEATHERPROOF OUTLET - 220 JUNCTION BOX SPECIAL EQUIPMENT COORDINATE W/SUPPLIER FLOOR OUTLET WITH POWER, DATA AND PHONE [� LOW VOLTAGE ONE LINE LOW VOLTAGE TWO LINE LOW VOLTAGE # LINES ANALOG PHONE LINE WIRELESS ANTENA SWITCH SWITCH - 3 WAY SWITCH -4 WAY SWITCH WITH DIMMER SWITCH WITH OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR � � � � �GFI �GFI WP T FLR # � � 4 � � ELECTRICAL SPECIFICATIONS 1. PRIOR TO PROCUREMENT CONTRACTOR SHALL SUBMIT TO ARCHITECT FULL SUBMITTALS FOR ALL ENERGY CONSUMING OR PRODUCING ITEMS AND FOR ALL SWITCH GEAR, DISTRIBUTION PANELS AND PANEL BOARDS. SUBMITTALS SHALL BE DELINEATED WITH TAGS INDICATED ON PRINTS, CONTRACTORS NAME AND PROJECT NAME. CLEARLY INDICATE ALL MODEL NUMBERS AND ALL ACCESSORIES AND OPTIONS BEING PROVIDED. SUBMISSIONS SHALL BE IN PDF FORMAT. ALL EQUIPMENT AND ITEMS SHALL BE PER DESIGN BASIS OR APPROVED EQUAL. ENGINEER RESERVES THE RIGHT TO REJECT ANY SUBSTITUTE ITEM. 2. CONTRACTOR SHALL FURNISH A TEMPORARY SERVICE FOR THE USE OF ALL TRADES DURING CONSTRUCTION AS REQUIRED BY THE GENERAL CONTRACTOR. REMOVE ALL TEMPORARY EQUIPMENT AS PERMANENT SERVICES BECOME AVAILABLE. 3. THE DRAWINGS IN THIS SECTION ARE DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR CODIFIED REQUIREMENTS. DRAWINGS SHOW GENERAL INTENT OF SYSTEMS. MODIFICATIONS IN ELECTRICAL SYSTEM ROUTING AND LOCATIONS AS REQUIRED TO MEET THE INTENT, SHALL BE PERFORMED WITHOUT ADDITIONAL COST TO OWNER. SECURE AND PAY FOR ALL REQUIRED PERMITS. 4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND CONTRACTOR'S SERVICES NECESSARY TO COMPLETE THE INSTALLATION OF SYSTEMS REQUIRED IN FULL CONFORMITY WITH APPLICABLE CODES AND ORDINANCES. THE FINISHED JOB SHALL BE FUNCTIONAL AND COMPLETE IN EVERY DETAIL INCLUDING ANY AND ALL SUCH ITEMS FOR A COMPLETE SYSTEM. CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS ENTERING INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 5. ALL WORK SHALL IN BE IN FULL ACCORDANCE WITH 2O08 NEC, ASHRAE 90.1 ENERGY CODE, PERTINENT STATE, COUNTY AND CITY CODES AND ORDINANCE. COORDINATE WORK WITH OTHER TRADES. ELECTRICAL CONTRACTOR SHALL BEAR ALL COSTS RESULTING FROM ANY NON COMPLIANCE WITH CODE REQUIREMENTS 6. MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS INDICATED OTHERWISE. MATERIAL SHALL BEAR U.L. LABEL WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED AND LISTED BY U.L. MATERIALS AND EQUIPMENT SHALL CONFORM WITH THE LATEST ISSUES OF APPLICABLE TECHNICAL STANDARDS. 7. THE ELECTRICAL CONTRACTOR IS TO PROVIDE A COMPLETE SYSTEM OF LIGHTING, RECEPTACLES, AND POWER AS REQUIRED. VERIFY ALL VOLTAGES AND PHASE REQUIREMENTS WITH MECHANICAL CONTRACTOR'S EQUIPMENT PRIOR TO PERFORMING ANY WORK. 8. ELECTRICAL HVAC CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRAS WILL BE ENTERTAINED FOR CONTRACTORS FAILURE TO IDENTIFY EXISTING CONDITIONS AND ADJUST AS REQUIRED TO MEET DESIGN INTENT. 9. ALL CONDUIT COUPLINGS AND CONNECTIONS SHALL BE COMPRESSION TYPE AND MADE TO ENSURE POSITIVE GROUNDING CONTINUITY. MAKE CONNECTIONS TO EQUIPMENT SUBJECT TO VIBRATION WITH 18 INCHES OF FLEXIBLE WATERTIGHT CONDUIT WITH WATERTIGHT FITTINGS. PROVIDE FOR SUPPORT AND SECURING OF ALL CONDUIT AI�J EQUIPMENT. CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH SIX (6) FEET OF FLEXIBLE CONDUIT FROM A BOX WITHIN NVO (2) FEET OF THE FIXTURE. SPLICE ALL WIRES ONLY IN ACCESSIBLE BOXES. ALL FIXTURE WHIPS TO BE FLEXIBLE METAL CONDUIT 1/2" MINIMUM SIZE WITH COMPRESSION CONNECTORS WITH INSULATED THROATS. WHIPS SHALL NOT EXCEED 6'. FIXTURE WHIPS TO BE SUPPORTED FROM BUILDING STRUCTURE. 10. ALL LIGHTING AND BRANCH CIRCUIT WIRING SHALL BE SOLID COPPER MINIMUM SIZE #12 AWG. fi00V INSULATION, 75 DEG. C., TYPE THW OR THWN, NOT LESS THAN #12 AWG. ALL WIRE SERVING AS FEEDS TO DISTRIBUTION PANEL BOARDS OR INTEGRAL HORSEPOWER MOTORS SHALL BE EITHER STRANDED COPPER CONDUCTOR OR ASTM B800 ALUMINUM AA-8000 SERIES. THESE SHALL BE SIZED NOT LESS THAN #10 AWG COPPER AND #8 AWG ALUMINUM. EACH WITH MINIMUM 600V THW OR THWN INSULATION, 75 DEG. C. 11. EXPOSED WIRING SHALL BE IN EMT RACEWAY. EXTERIOR WIRING SHALL BE IN CONDUIT. CONCEALED WIRING SHALL BE IN EMT OR METAL CLAD CABLE WHERE ALLOWED BY CODE, 12. ALL LOW VOLTAGE WIRING IN PLENUM RATED CEILINGS OR EXPOSED IN ROOMS SHALL BE PLENUM RATED CABLE. 13. ALL CABLE SHALL BE NEW WIRE OF RECENT MANUFACTURE AND IN ACCORDANCE WITH THE LATEST STANDARDS OF IPCEA AND NEMA AS A MINIMUM 14. PANELBOARDS SHALL BE A DEAD-LOCK SAFEN TYPE, SURFACE OR RECESSED MOUNTED AS SHOWN, EQUIPPED WITH THERMAL-MAGNETIC MOLDED CASE CIRCUIT BREAKERS WITH FRAME AND TRIP RATINGS AS SHOWN ON THE SCHEDULE. TERMINALS FOR FEEDER CONDUCTORS TO THE PANELBOARD MAINS AND NEUTRAL SHALL BE U.L. LISTED AS SUITABLE FOR THE TYPE OF CONDUCTOR SPECIFIED. TERMINALS FOR BRANCH CIRCUIT WIRING, BOTH BREAKER AND NEUTRAL, SHALL BE U.L. LISTED AS CONNECTORS SHALL BE OF THE FULL COMPRESSION TYPE. ELECTRICAL SPECIFICATIONS 15. THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE SIZE OF THE WIRING GUTTERS AND GAUGE OF STEEL SHALL BE IN ACCORDANCE WITH NEMA STANDARD PUBLICATION NO. PB-1977 AND U.L. STANDARDS NO. 67 FOR PANELBOARDS. CABINET SHALL BE FABRICATED FROM GALVANIZED STEEL OR EQUIVALENT RUST-RESISTANT STEEL. FRONTS SHALL INCLUDE DOORS AND HAVE FLUSH, BRUSHED STAINLESS STEEL, CYLINDER TUMBLER-TYPE LOCKS WITH CATCHES AND SPRING LOADED DOOR PULLS. THE FLUSH LOCK SHALL NOT PROTRUDE BEYOND THE FRONT DOOR. ALL PANELBOARD LOCKS SHALL BE KEYED ALIKE. FRONTS SHALL HAVE ADJUSTABLE INDICATING TRIP CLAMPS WHICH SHALL BE CONCEALED WHEN THE DOORS ARE CLOSED. DOORS SHALL BE MOUNTED BY COMPLETELY CONCEALED STEEL HINGES. FRONTS SHALL NOT BE REMOVABLE WITH DOOR IN THE LOCATED POSITION. A CIRCUIT DIRECTORY FRAME AND TYPE WRITTEN CARD WITH A CLEAR PLASTIC COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. THE DIRECTORY CARD SHALL PROVIDE A SPACE AT LEAST 1/4" HIGH X 3" LONG OR EQUIVALENT FOR EACH CIRCUIT. FRONTS SHALL BE OF CODE GAUGE, FULL FINISHED STEEL WITH RUST-INHIBITING PRIMER FACTORY FINISHED ENAMEL PAINT. 1C. CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, THERMAL-MAGNETIC, TRIP INDICATING AND HAVE COMMON TRIP ON ALL MULTI-POLE BREAKERS. BRANCH CIRCUIT BREAKERS FEEDING CONVENIENCE OUTLETS SHALL HAVE SENSITIVE INSTANTANEOUS TRIP SETTINGS OF NOT MORE THAN 10 TIMES THE TRIP RATING OF BREAKER TO PREVENT REPEATED ARCING SHORTS RESULTING FROM FRAYED APPLIANCE CORDS. CONNECTION TO BUS SHALL BE BOLT ON. 17. CONTRACTOR TO OBTAIN MAXIMUM FAULT CURRENT AVAILABLE FROM THE UTILITY. CALCULATE THE FAULT CURRENT AVAILABLE AT THE PANEL. PANEL TO BE BRACED TO EXCEED MAXIMUM AVAILABLE FAULT CURRENT AND CIRCUIT BREAKERS ARE TO BE CAPABLE OF INTERRUPTING FAULT CURRENT. 18. MAXIMUM LOADING OF 20 AMP CIRCUITS SHALL NOT EXCEED 1750 WATTS. VOLTAGE DROP OF BRANCH CIRCUITS SHALL NOT EXCEED 3% AND FEEDER CIRCUITS SHALL NOT EXCEED 2%. SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS AND FLOORS AIR AND WATER TIGHT. FIRE STOP WHERE REQUIRED. 19. CONTRACTOR SHALL PROVIDE ENGRAVED BAKELITE NAMEPLATES FOR ALL ELECTRICAL PANELS, DISCONNECTS, TRANSFORMERS AND MOTORS OVER 1 HP. FURNISH TYPEWRITTEN PANEL DIRECTORIES TO IDENTIFY ALL ELECTRICAL CIRCUITS BOTH NEW AND EXISTING. 20. VERIFY EXACT LOCATION, COLOR AND HEIGHTS OF ALL OUTLETS, RECEPTACLES, LIGHT FIXTURES AND EQUIPMENT WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. FURNISH GENERAL SERVICE DUPLEX'S, 15 AMP SWITCHES, 20 AMP GFICS, HEAVY DUTY DISCONNECTS, HVAC SSU SWITCHES, PANEL BOARDS, DISTRIBUTION PANELS ETC. AS REQUIRED. 21. DISCONNECT SWITCHES SHALL BE GENERAL DUTY, NEMA TYPE 1 FOR INDOOR SERVICE AND NEMA TYPE 3R FOR OUTDOOR SERVICE, SUITABLE FOR PADLOCKING, NUMBER OF POLES, RATINGS, FUSES (IF REQUIRED) SHALL BE AS INDICATED ON THE DRAWINGS; ITE OR EQUIVALENT. 22. DEVICES: A. CONVENIENCE RECEPTACLES SHALL BE MOUNTED 18' ABOVE FINISHED FLOOR (A.F.F.) TO BOTTOM UNLESS NOTED OTHERWISE, SWITCHE8 AND PUSHBUTTONS SHALL BE 42" A.F.F. TO BOTTOM UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. B. INSTALL ALL DEVICES PARALLEL AND PERPENDICULAR TO ADJACENT WALL AND CEILING, FLUSH WITH SURROUNDING SURFACES AND FREE FROM ALL �BSTRUCTIONS. REWORKING OF EQUIPMENT INSTALLED IMPROPERLY SHALL BE AT THE CONTRACTOR'S EXPENSE. C. SWITCHES, BOXES, ETC., SHALL BE NEMA TYPE 1 CONSTRUCTION FOR INDOOR APPLICATIONS AND NEMA TYPE 3R CONSTRUCTION FOR OUTDOOR APPLICATIONS. D. SWITCHES SHALL MEET NEMA STANDARDS, COLOR SHALL BE BY ARCHITECT. SWITCHES SHALL BE EQUAL TO HUBBELL #1221, 20 AMPERES, SINGLE POLE, 125/277V. MULTI-POLE OR SPECIAL SWITCHING SHALL BE AS NOTED ON THE DRAWINGS. E. RECEPTACLES SHALL MEET NEMA STANDARDS, COLOR SHALL BE BY ARCHITECT. RECEPTABLES SHALL BE 125 VOLT, 20 AMPERES, DUPLEX, GROUNDED HUBBELL #5252. SPECIAL RECEPTACLES SHALL BE AS NOTED ON THE DRAWINGS. F. MATCHING COVER PLATES SHALL BE PROVIDED FORALL RECEPTACL�S AND SWITCHES. ELECTRICAL SPECIFICATIONS 23. LIGHTING FIXTURES: A, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURES- MODEL NUMBERS, QUANTITY AND DISTANCE BETWEEN LIGHTING FIXTURE PER FLOOR PLANS. B. PROVIDE LIGHTING FIXTURES OF SIZES, TYPES AND RATINGS INDICATED, COMPLETE WITH, BUT NOT NECESSARILY LIMITED TO, HOUSINGS, LAMPS, LAMP HOLDERS, REFLECTORS, BALLASTS, STARTERS AND WIRING/. C. FLUORESCENT-LAMP BALLASTS: PROVIDE ELECTRONIC FLUORESCENT-LAMP BALLASTS, CAPABLE OF OPERATING LAMP TYPES INDICATED WITH HIGH-POWER FACTOR, RAPIDSTART, AND LOW-NOISE FEATURES; TYPE 1; CLASS P; SOUND RATED A, AND WITH INTERNAL THERMAL PROTECTION. BALLASTS SHALL HAVE LESS THAN 10% THD AND CONTAIN NO PCBS. D. HIGH-INTENSITY-DISCHARGE-LAMP BALLASTS: PROVIDE HID LAMP BALLASTS, CAPABLE OF OPERATING LAMP TYPES WITH RATINGS INDICATED; REACTOR TYPE, HIGH POWER FACTOR, CORE AND COIL ASSEMBLY ENCAPSULATED IN NON-MELT RESIN; INSTALL CAPACITOR OUTSIDE BALLAST ENCAPSULATION FOR EASY FIELD REPLACEMENT AND ENCLOSED ASSEMBLY IN DRAWN ALUMINUM ALLOY HOUSING(S) UNLESS OTHERWISE SPECIFIED. E. FLUORESCENT LAMPS: PROVIDE 20,000 HR, T8, F3, 775 CRI LAMPS WITH A 3000K COLOR TEMPERATURE FOR EACH FLUORESCENT TROFFER. F. H.I.D. LAMPS: PROVIDE LAMPS OF BASE TYPE, GLASS ENVELOPE, AND SOURCE AS RECOMMENDED BY FIXTURE MANUFACTURE. ALL INTERIOR H.I.D. LAMPS MUST BE PHOSPHUR-COATED AND RATED 300a3200K. LAMPS USED IN OPEN FIXTURES MUST BE SAFETY-RATED. G. LENSES SHALL BE AS SPECIFIED IN THE FIXTURE SCHEDULE. 24. INSTALLATION OF LIGHTING FIXTURES: A. INSTALL LIGHTING FIXTURES AT LOCATIONS AND HEIGHTS AS INDICATED, IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC, NECA'S "STANDARD OF INSTALLATION", NEMA STANDARDS, AND WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL REQUIREMENTS. B. COORDINATE WITH OTHER ELECTRICAL WORK AS APPROPRIATE TO PROPERLY INTERFACE INSTALLATION OF INTERIOR LIGHTING FIXTURES WITH OTHER WORK. C. EC TO FASTEN FIXTURES SECURELY DIRECTLY TO BUILDING STRUCTURAL SYSTEM. LIGHT TROFFERS SHALL BE SUPPORTED AT EACH CORNER OF FIXTURE BY WIRES OF SAME GAUGE AS HANGER WIRE FOR CEILING GRID. ATTACH EARTHQUAKE CLIPS TO GRiD AS RECOMMENDED BY LIGHT MANUFACTURER. USE SCREWS IF REQUIRED BY MANUFACTURER. ATTACH THE WIRE TO THE STEEL STRUCTURE OR EXPANSION BOLTS IN THE SLAB ABOVE. LIGHTS SHALL NOT BE SUPPORTED IN ANYWAY BY LAY-IN CEILING. D. FIXTURE LOCATIONS SHALL BE AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS FREE FROM ALL OBSTRUCTIONS. CLEAN ALL LIGHTING EQUIPMENT AFfER LIGHTING INSTALLATION AND GENERAL CONSTRUCTION IS COMPLETE. REPAIR ANY FIXTURES DAMAGED DURING CONSTRUCTIONS. E. PROVIDE NECESSARY MOUNTING FRAMES, SUPPORTS AND RELATED ITEMS REQUIRED TO PROPERLY INSTALL FIXTURES. SUPPORT FIXTURES INDEPENDENTLY OF PIPING AND DUCTWORK. MAKE MODIFICATIONS TO THE STRUCTURE AS REQUIRED TO INSTALL FIXTURES. ANY MODIFICATIONS TO THE STRUCTURE SHALL NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE BUILDING. 25, EQUIPMENT CONNECTIONS A. ALL DEVICES AND EQUIPMENT SHALL BE SOLIDLY GROUNDED IN ACCORDANCE WITH NEC REQUIREMENTS. B. ALL SOLID CONDUCTOR WIRES MAY BE TERMINATED UNDER SCREW HEADS. STRANDED WIRES MAY BE TERMINATED BY USING PUSH-IN CLAMP TYPE CONNECTORS FURNISHED WITH DEVICES OR TERMINATED WITH COMPRESSION TYPE TERMINAL LUGS. SET SCREW NPE TERMINATIONS ARE NOT PERMITTED. C. NO MOTORS ARE TO BE SUPPLIED UNDER THIS CONTRACT UNLESS ITEMS REQUIRING A MOTOR ARE FURNISHED BY THIS CONTRACTOR. THE CONTRACTOR SHALL FURNISH ALL STARTERS FOR ALL MOTORS REQUIRING A STARTER. THE CONTRACTOR SHALL CONNECT ALL POWER EQUIPMENT IF & WHERE SHOWN ON PLANS UNLESS OTHER-WISE SPECIFIED & ASSURE OWNER THE MOTORS ARE IN GOOD RUNNING ORDER. 26. LOW VOLTAGE A. ALL LOW VOLTAGE CABLE WHERE CONCEALED IN CONSTRUCTION OR IN EXPOSED OPEN AREAS SHALL BE RUN IN MINIMUM 3/4" EMT CONDUIT. CONTRACTOR SHALL INSTALL 3/4" CONDUIT (MINIMUM) FROM EACH LOW VOLTAGE ROUGH-IN LOCATION TO ACCESSIBLE CEILING SPACE OR TO LOW VOLTAGE WIRE TRAY AND THEN TO MDF, PBX PUNCH DOWN, CONTROLLER ETC. B. ALL LOW VOLTAE CABLE SHALL BE PLENUM RATED IN PLENUM CEILINGS. C. ALL DATA CABLE SHALL BE CAT 5E UNLESS OTHER WISE NOTED. TERMINATE, LABEL AND TEST ALL WIRING. I I . �,! GOODERUM & ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f L._.� W � z W U � F- U � W � � Q U No. 10200395 STATE OF �� A � � '� O � � '� �O 0� � � � 2 � � �� M +� C.> 'r ti � W 2 � b N � 0 V z 0 � � W � Q O � N W � z° � � � W �z z Q � �� W S ` � � � � O U V J � .. DATE ISSUE i6 L-16 EM-15 THROUGH P/E CONTROL 6 L-1 L-1 ��;, iji � -� � � i _ R� .� i �l _ � �i r,� •i / \ ;� �r •� �� ---..__.._.....__..__ / \ / \, • : / \ ��~�'`-�'��'�:�:��:�:.�:ti — �� . : ��1 0 � � � - � �� ' � m � L-18 EM-15 �Ssr�e� �t"��l�S�'a'4�� HP-53 � GFI 48" �,�. ��..��.�..m....�., L17 EM-19 DOOR ENF34 `d EM-39 �'1" CONDUITS ; �;'�� TO IT ROOM 8 �' DOOR �""�`� =e � 1; . �� .; �: � ._� x�..�.a � :� ._... . � .. ��.. _....�..�__....�.... � pH DOOR ENF34 �Q � =HP-53 � � �GFI48" L17 EM-1! $F `s t e; i � � � GFI 48" EM-15 HP r� � L-19 EM-15 E1+1 HP25,: ' �-----�iri'�_ i��nr usE • �-,9 5 005 EIY415 HEATER L�"•i � MUA-1 EM-8,10,12 BIKE PARKINC.� T� , , 4 `s�� * � � +-�:� �►�s_iv.r_'�: - � . /\ � 5 L-19 ELEVATOR CAB LIGHTS EM-2 ELEVATOR O EAA-1,3,5 v, ��. ��. � �� HP ,9 J �EM-17 � Mr-�o,r� L19 EM-17 � � GFI48" � MUA-1 L.r'C' � L18 EM-8,10,12 EM-17 iY1��✓�!"'i��t"lL� �4��i'i��EV t 117 � O HP-53 FAN # 4 �---� � GFI 48" O � FAN # 3 � �� =�£y��. �%�� _ �.. PARKING LEVEL POWER & LIGHTING SCALE: 1 /8" = 1'-0" GFI 48" � , .��.��. .�:� . L17 EM-21 L17 EM-21 L17 EM-21 �� EAA-17 � � O� EM-4 ❑.I EX FAN # 2 t��i��tiG � � �■ L17 EM-21 L17 ENI-21 L17 EM-21 GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 1O C.O. TO BE FIRE ALARM MONITORED. SHALL CONTROL MAU 1&2 WITH INTERLOCKING EXHAUST FANS 1, 2, 3& 4 2O VERIFY CIRCUIT REQUIREMENTS WITH ELEVATOR EQUIPMENT SUPPLIER; PROVIDE AS REQUIRED � � MUA-2 EM-14,16, RWILLOPEN GFI48" B�STEF WNEN GENSET . PUMP • L19 STqRTS HP-26 EM-26,28, ,s vv.��ER . � EbE1� �"'a�3��RAT�}�` L19 � �F�V��E 19 �� • -� L19 �� O �� O �EM-2 r'1_EX FAN # 1 � � L17 EM-21 EH2 � �� •- EM-21 EM-17 ' ;:; L23 � L18 • ;}, �3.. EH1 ..s F F � � �'8��+,� ��ti L17 �''� HP-55 EM-211•1 _ GFI48"� L17 EM-21 HYP-55 Up GFI 48" GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46723 317.506.8151 p 37 7.745.5761 f No. � 10200395 STATE OF �- � � � � a � o � � o� .N �O rW� � � �1 b d' � O � � �U V M '1��1 r2 U � 4) ti w � N � � W o � � O z �N W W r� U zo � � � � � � � � z I— z z o Q � U � �� w � � L """ � 1� W � Q � O U V / � � O u / U 00 DATE ISSUE � - i � GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 0 ' � � � � � � � � FIRST FLOOR POWER & LIGHTING SCALE: 1/8" = 1'-0" � �I� �50 GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � W �-- z W U � �- U � W � � Q U No. 10200395 STATE OF �w- � � � � a � o � � o� '� �o � �a � � c� o � '� �M � � v � o� � � W 2 � � N � 0 � z 0 � � m 0 Q 0 � N W � z° � �� w �z z Q ^ �� w z� �� Q O U (I� • .. DATE ISSUE __ __ � . _....... _._ _ .. � ��1e TERRACE `o; � � � � �., �� --�l• - 'O; i�� GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 0 " �� rnNNFr.rFn �±�Y � �r� �: � �. � � 0 SECOND FLOOR POWER & LIGHTING SCALE: 1 /8" = 1'-0" GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � W � z W U � �— U � W � � Q U Na 10200395 STATE OF �_ � � 2 � � '� O � � o� �� o o�i 2 a � 2� h � � � L'� M � � ovi � � W 2 � � N � � � z 0 � � 00 0 Q 0 � N W � z° c� �� w �z z Q � �� w _� �� Q O U Cn • .. DATE ISSUE _ __ __ � GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 7600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT TERRACE �'�� TE��A�.E TERRACE TER€�AC� rnNUGrTGn ...,....�..r.-.. ___._._�__ � THIRD FLOOR POWER & LIGHTING SCALE: 1/8" = 1'-0" . 1 __,� __ __. \ GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � W � z W U � � U � W � � Q U No. 10200395 STATE OF _"'�� 2 � � '� O w � � � .H �O � �� 2� � � O� .� �M � � ti � W 2 � b N � U � z 0 � � 00 0 Q 0 � N w '� z° � � �- w �z z Q � �� w _� �� Q O U Cn � ..J DATE ISSUE � ��.a��✓:�:� ��,�fir��,��✓m.�.�a�.��f��,��r�'.��r,rs '<r6r^.�.°t,�° i' °s, �rs's.��.�.✓✓r'�°��'�'�°f`.,.�, r�..+.�>,rr'�,�.��,�r��s 'Pl�O,.�d'Jd ✓e/ .�e'.=`s''f!s''lB��°'is`�dfl".Pr'Ji.f"s°!d'/!1//Ji",�'/l'11f�f °✓��s�e�.�$ �. � .��✓�'��o�.!.�.�.�`��o��e.✓.��.�.�.r��^�'�.r�.��o��'s� �� r,= r o r e s .%i`e''d'` t'�%.✓%/.` e. f.� > r� a s,. s e i,• a> r r r s s o,r o� a f. a s "r ,�'�"J>'�' fs'lP .+��°< F � fi�f".� .�',r`s` lisfr'.?',�`i ��'� s ��°�*',�`� . �°!.`�,�� '�.. i:-�� .°�^�.��y °o,�,��,� ��,�°p�,� �ss,��.�< �� s�.+s %Ffi, ,�,.�,!..� r��, . 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CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 1O COORDINATE ALL HVAC CIRCUITS AND DISCONNECTS WITH M.C. PROVIDE _ DISC. CIRCUITS AS REQUIRED !/��ls .�'' r`�'.. „ ,� ��{.r. ,� ! r' / �/i'1`.f". // l /1f �' >' '' s tr .� � !i /r �+' l'� o " � ,+f! � i, ✓'.' f%%% '� ;rt,/�XF`r ,�a'�J'� f1fl�^ �` '� • d �, . f,��1' .✓ l` ' ,,, ,r f� %/�f' .f i` °d/I"-.+" �6 .�'.ax` � ,+ � •+ r". 16 r ,� '.E/ r / � '/' `'u .r�`d ° � fx' ��ifid.r �,r., / - .d� d +' ;{ r a 1 � r .- �' �` !�t�s'" �:�°.aF`l. �e`�. �r`�'�;°. *� � f�. � r. . � f.`a a f f / ! F / � �' % r . i • t ! „r` >' //1 f � : �-' � . . .v f%%�%.' .:' J`F`�%.'�.."r! s. r'�. /! a F.� � r 1 �;s �e � �� f�f�f.�°�P`e*�t'�... .d.�f r' . s . . a*' . iit�i..-��°.�€, .,�fn .��°�'� �� '.�.�° 9 GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � W �-- z W U � � U � W � � Q U No. 10200395 STATE OF ��F � ti ti � � Q � � � .� �O o�i 2 a � 2� �!i � 0 � �� M '+v U '`� ti�T� � "`�I � � N � -1 V Z � J � m 0 Q 0 I__[._ N � W 0 z(� �J � � W V Z Z �� W I � �- � �Q O U (n • .. DATE ISSUE � �_. ,� A APARTMENT SCALE. 1 /4 1 0 3 A2 APARTMENT SCALE: 1 /4" = 1'-0" 0 2 A1 APA,RTMENT SCALE. 1 /4 1 0 4 A3 APA.RTMENT SCALE. 1 /4 1 0 GENERAL NOTES: 1. REFERENCE SHEET E-007 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT �. --� GOODERUM & ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � W �— z W U � �-- U � W � � Q U No. ' 10200395 STATE OF -�� U � � .� � o� � ti � .,� � � C.� � W � � 0 � z 0 � � ao � ti 2 � � O � �o 2a �� o 2 h �� M � � � � O � N � 1 0 Q 0 � N w '� z° � �� w �z z Q ^ �� w z� �� Q O U Cn � .., DATE ISSUE _ __ __ _ ,� B APARTMENT SCALE. 1/4 1 0 3 D APARTMENT SCALE. 1 /4 1-0 L1 GFI WP 2 C APARTMENT SCALE. 1 /4 1 0 T 4 E APARTMENT SCALE. 1 /4 - 1-0 � GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. CIRCUIT RECEPTACLES MAXIMUM OF 1600 WATTS PER 20 AMP CIRCUIT. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT \ GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f L�— W � z W U i- � � � W � � Q U No. 10200395 STATE OF _-+��- v � � o� .� � � ti � .,� � � c� o� ti W � ti 2 � � O � �o �a �� o 2h OO� �� 2 � � N � � � z 0 � � 00 � Q O � N W � z° � �� w �z z Q � �� w z� �� Q O U (� � .. - DATE ISSUE _ _ _ -- _ _ __ 1-1/2" CONDUIT' 3-1/0 ALUMINUM .�� • � �� . .. �. •�! • . !.: �,� ;+. ..� .�. .f. •_•. � � 125A 125A 1 Q) 1 QJ UNITS 1-10 UNITS 11-20 I 2-4" CONDUIT WITH 4-500 KCMIL ALUMINUM .�� 1 � 1: �+� .�. �� :�: �� 125A 1� UNITS 21-30 GROUNDING PER NEC Name Location M�ountin Power Source Volta e Bus Am Rating Main OC Device TYPICAL RETAIL SURFACE 3PH 4W 120/208V 200 MLO Cir Load (KVA) Cir # Description Amp PolB PH Pole AmP Description # 1 EM LIGHT & EXIT 20 1 200 A 4�0 3 60 AH 7 2 3 LIGHTS 20 1 200 B 4000 AH 7 4 5 C 4000 AH 7 6 7 A 7200 3 80 AC7 s 9 B 7200 AC7 10 11 C 7200 AC7 12 13 A 14 15 B 16 17 C 18 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 Notes Phase Connected Load (KVA) Total Connected Load (KVA) A 11.4 B 11.4 ��.0 C 11.2 Name Location Mountin Power Source Volta e Bus Amp Ratin Main OC Device TYPICAL APARTMENT SURFACE 3PH 4W 120/208V 200 MLO Cir L� (�A) Cir # Description Amp po�e PH po�e Amp Description # 1 RANGE 50 2 3200 A 2 3 RANGE 3200 B 2500 2 30 DRYER 4 5 KITCHEN RECEP 20 1 1200 C 2500 DRYER 6 7 KITCHEN RECEP 20 1 1200 A 2500 2 30 WATER HEATER 8 9 LAUNDRY RECEP 20 1 1200 B 2500 WATER HEATER 10 11 GENERAL RECEP 20 1 900 C 1000 1 20 LIGHTING 12 13 GENERAL RECEP 20 1 900 A 1000 1 20 LIGHTING 14 15 GENERAL RECEP 20 1 900 B 1000 1 20 LIGHTING 16 17 GENERAL RECEP 20 1 900 C 1000 1 20 DISPOSAL 18 19 AC 20 2 1300 A, 1000 1 20 REFRIGERATOR 20 21 AC 1300 B 1000 1 20 MICROWAVE 22 23 FURNACE/AIRHANDLER 40 2 3000 C 24 25 FURNACE/AIRHANDLER 3000 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 Notes Phase Connected Load (KVA) Total Connected Load (KVA} A 19.7 B 18.5 ��.� C 0 2-4" CONDUIT WITH— 4-500 KCMIL ALUMINUM 800 AMP � 2�� 208 3� 4W 2-1/2" CONDUIT WITH� 4-250 KCMIL ALUMINUM 200A 3QS 4W SUILES 1� 1�" CONDUIT WITH 4-500 KCMILALUMINUM 400A 120/ 208 200A 120/ HP 400 2-1/2" CONDUIT WITH 4250 KCMIL ALUMINUM ATS EM 400 400 GENSET 75KW 2-1IZ" CONDUIT WITH 4250 KCMIL ALUMINUM 0 LIGHT FIXTURE SCHEDULE TYPE LOCATIONS DESCRIPTION LAMP �� PATIOlBOLCONY TERON 8300-10953TZ 13W GU24 � CLO/LARNDRY TERON 8300-8882NI 75W INCANDESCENT �3 FURN/STAR KEYLESS FIXTURE 13W CFL L4 BATH TERON 8300-10696SN 18W GU24 w` BATH TERON 8300-10696SN 18W GU24 L6 BATH BATH EXHAUST FAN L7 KITCHEN/ BAR TERON 8700-V2466-33/ 3-26W CFL V0037-40 �g KITCHEN/BAR TERON 8700-V246fr33/ 3-2fiW CFL V0037-40 �g LAUNDRY/MECH ABL 11890RE 2-F17T8 L10 HALL TERON 8700-V2466-33/ 3-26W CFL Vfl037-40 �� SHOWERITUB ABL REAL6 D6AZ LED L7XLED T24 ��Z BATH TERON 8700-V2466-33/ 3-26W CFL V0037-40 L13 DINING ROOM TERON 8300-1674NI 9-fi0 CAND CLEAR BA9 BASE L74 ENTRY HALL TERON 8300-V5073-33 3-60 CAND CLEAR BA9 BASE W SHOWER ABL L7XF13T 120 8�LD1 WLP 1-13W CFL CAN L15 OUTSIDE 8300-10953TZ 13W GU24 LIGHTS L16 GARAGE RAMP MER 3' 1l39W/T5H0 120/277 �_39W TS WALL LIGHT CLEAR SYMETRIC L17 PARKING ABL VAP V254L LSC STSL 2-54W T5 GARAGE LIGHTS QMB L18 WALL ABL W 2 32 Al2U MVOLT 2_32Vy 7g GEB101S EL L19 INDUSTRIAL ABL EJS 2 32 MVOLT 2_32yy Tg STRIP GEB101S HC WGL LZO OUTSIDE CAN ELITE HVfiPL 1X42 E 1-42W CFL MVOLT 6103CL WH L21 OSWAS TERON GRDW VHT F226Q 2-26W CFL 120 COLOR-TP L22 PL CAN ELITE HV6PL 1X32 E MVOLT 1-32W CFL 6101CL WH L23 EX-NB ABL EXR LED M6 EXIT LED INCLUDED -NO BATTERY L24 EX-NB ABL EXR LED EL M6 EXIT LED INCLUDED -WITH BATTERY L25 LOBBY PENDANT TECH LIGHTING 4-F32TRT GX24Q 700TDLEXPCS-CF LZ6 CORRIDOR TECH LIGHTING 4-18W GU24 PENDANT 700TDMULPCS-CF L27 WALL SCONCE ABL 11596 MVOLT WLN BZ �-F18DTT/827 M4 �g BASIC EM LIGHT EMERGENCY LIGHT TWO E-XYAD1106W HEADS 4.9 WATTS @ 120V Name Location Mountin Power Source Volta e Bus Amp Ratin Main OC Device HP TUB 1 SURFACE 3PH 4W 120/208V 400 MLO Cir Load (KVA) Cir # Description Amp po�e PH Pole Amp Descripfion # 1 TU1 IT ROOM 20 2 1040 A 1870 2 25 HP1 IT ROOM 2 3 TU1 IT ROOM 1040 B 1870 HP1 IT ROOM 4 5 TU1 ELEVATOR ROOM 20 2 1040 C 1870 2 25 HP1 ELEVATOR ROOM 6 7 TU1 ELEVATOR ROOM 1040 A 1870 HP1 ELEVATOR ROOM 8 9 AH8 1 ST FL 40 2 2620 B 3580 2 40 AC8 1 ST FL 10 11 AH8 1 ST FL 2620 C 3580 AC8 1 ST FL 12 13 AH8 2ND FL 40 2 2620 A 3580 2 40 AC8 2ND FL 14 15 AH8 2ND FL 2620 B 3580 AC8 2ND FL 16 17 AH8 3RD FL 40 2 2620 C 3580 2 40 AC8 3RD FL 18 19 AH8 3RD FL 2620 A 3580 AC8 3RD FL 20 21 EH1 20 2 1500 B 1500 2 20 EH1 22 23 EH1 1500 C 1500 EH1 24 25 EH1 20 2 1500 A 1500 2 20 EH2 26 27 EH1 1500 B 1500 EH2 28 29 EH1 20 2 1500 C 1500 2 20 EH2 30 31 EH1 1500 A 1500 EH2 32 33 EH1 20 2 1500 B 1500 2 20 EH2 � 35 EH1 1500 C 1500 EH2 36 37 EH1 20 2 1500 A 1500 2 20 EH2 38 39 EH1 1500 B 1500 EH2 40 41 PUMPS 1-2 20 1 700 C 700 1 20 PUMPS 3-4 42 Notes Phase Connected Load (KVA) Total Connected Load (KVA) WITH FED THRU LUGS A 27.22 B 27.31 � 0 . �� C 25.71 Name Location Mountin Power Source Volta e Bus Amp Ratin Main OC Device HP TUB 2 SURFACE 3PH 4W 120/208V 400 MLO Cir Load {KVA) Cir # Description Amp po�e PH Pole Amp Description # 43 ENVAC DISPOSAL SYSTEM 60 3 4800 A 2500 2 30 WATER HEATER 44 45 ENVAC DISPOSAL SYSTEM 4800 B 2500 WATER HEATER 46 47 ENVAC DISPOSAL SYSTEM 4800 C 1100 1 20 EXTERIOR BUILDING LIGHTING 48 49 BOILER CONTROL 20 1 300 A 1100 1 20 EXTERIOR BUILDING LIGHTING 50 51 HH UNIT HEATER 20 1 660 B 800 20 EXTERIOR GFI RECEPS 52 53 GARAGE GFI RECEPS WEST 20 1 1000 C 600 20 ROOF GFI RECEPS 54 55 GARAGE GFI RECEPS EAST 20 1 1000 A 600 20 ROOF GFI RECEPS 56 57 1 ST FL OFFICE/LOBBY RECEPS 20 1 1000 B � 59 1 ST FL CORRIDOR RECEPS 20 1 1000 C 60 61 2ND FL RECEPS 20 1 1000 A 62 63 3RD FL RECEPS 20 1 1000 B � 65 C 66 67 A 68 69 B 70 71 C 72 73 A 74 75 B 76 77 C 78 79 A 80 81 B 82 83 C 84 Notes Phase Connected Load (KVA) Total Connected Load (KVA) A 11.3 B 10.76 30.56 C 8.5 Name Location Mounting Power Source Volta e Bus Amp Rating Main OC Device EM SURFACE 3PH 4W 120/208V 200 MLO Cir Load (KVA) Cir # Description Amp Pole PH po�e Amp Description # 1 ELEVATOR 125 3 10500 A 1 20 ELEVATOR CAB LIGHTS 2 3 ELEVATOR 10500 B 1 20 ELEVATOR PIT RECEP 4 5 ELEVATOR 10500 C 1 20 ELEVATOR PIT LIGHT 6 7 EX FAN 1 20 1 50 A 800 3 20 M UA 1 8 9 EX FAN 2 20 1 50 B 800 MUA 1 10 11 EX FAN 3 20 1 800 C 800 MUA 1 12 13 EX FAN 4 20 1 150 A 400 3 20 MUA 2 14 15 GARAGE LIGHTS 20 1 1000 B 400 MUA 2 16 17 GARAGE LIGHTS 20 1 1000 C 400 MUA2 �8 19 GARAGE LIGHTS 20 1 1500 A 1400 3 20 EJECTOR PUMP 20 21 GARAGE LIGHTS 20 1 1500 B 1400 EJECTOR PUMP 22 23 SUMP PUMP 20 1 1500 C 1400 EJECTOR PUMP 24 25 IT ROOM RECEP 20 1 1000 A 1200 3 20 BOOSTER PUMP 26 27 1ST FL CORRIDOR LIGHTS 20 1 1200 B 1200 BOOSTER PUMP 28 29 1 ST FL CORRIDOR LIGHTS 20 1 1200 C 1200 BOOSTER PUMP 30 31 2ND FL CORRIDOR LIGHTS 20 1 1200 A 500 1 20 GENERATOR CHARGER 32 33 2ND FL CORRIDOR LIGHTS 20 1 1200 B 1000 1 20 GARAGE OH DOORS 34 35 3RD FL CORRIDOR LIGHTS 20 1 1200 C 36 37 3RD FL CORRIDOR LIGHTS 20 1 1200 A 38 39 SECURITY SYSTEM 120V 20 1 500 B 40 41 FIRE ALARM CONTROL PANEL 20 1 500 C 42 Notes Phase Connected Load (KVA} Total Connected Load (KVA) q 19.9 B 20.�5 61.15 C 20.5 . � GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 37 7.506.8151 p 317.745.5761 f � W I z W U � � U � W L L._L � U No. � 10200395 STATE OF , �.- � � � � a � o � � 0� �'� � o � 2a � �� '� Cti n � � � � � W � � � N � 0 � z � � � W 0 Q � � N w '� z° � � � W � z z Q � L� J W Z NL � L_L._ � � O U V 1 � .. DATE ISSUE � �,�;�,� � �.. • >:s� •;ti: �� ci��. � �� -r�-� � �� J �—�-- F F �� C32 ��W. �:��6� � � �. . � . . , ��w.� � �� ; � :� <� �� ;; ; ,, : �� -��__� � � O, �, � FacE��r�r usE ��rJ �a��ci�v L�J � � � � BIKE PARKINCa � �. # �.�... � � � �� `�t6�..�°�` ��.�'. �� .. .i' O � .t �x �� z, �,..�..� �� '� � �� ♦ . � ,t � irrr � '+i<` �� `�s.#c►;�."',�� +►=�i s� :i:1 #�s k�#� � , ^ ...-.. . � , ,_.,..' , , ,_.:. _. "_ � � _, , _ *R c �# r{ � i,��. � r -� ; � � u �� , ��.��{, ��, _ �� :�,, ..� .��... .�.m . � �..�.,r ..��.� PARKING LEVEL FIRE ALARM SCALE: 1 /8" = 1'-0" � � � � .�} ;� LL��g � � � � O � ��. ��. - � #- . i . � � � �.=��:: � GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. KEY NOTES: 1O C.O. TO BE FIRE ALARM MONITORED. SHALL CONTROL MAU 1&2 WITH INTERLOCKING EXHAUST FANS 1, 2, 3& 4 �'�'! � �IENERATOFt �� O � ��1 �e�� SERVICE & SP�iNKLER ��0 f� � `STR-2 'i}:" � fll ". ".:. GO�DERUM & ASSOCIATES 874 Cheltenham Way Avon, IN 46723 317.506.8151 p 317.745.5761 f No. 10200395 STATE OF _"n�� ti 2 � � '� O � � o� •� �o � �� 2� h n �� M � � C.� 'r 4� � ti W � b N � � W ' � z W U � 0 � � � z U ° � � � 00 W � � Q U � � O � N w '� z° � � � W v z z Q ^ �� w z� �� Q O U (� O � 00 DATE ISSUE � ' � ,° GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT � � � � � � � FIRST FLO�R FIRE ALARM SCALE: 1l8" = 1'-0" GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f � � W F— z W U � �— C� � W � � Q U No. � 10200395 STATE OF � ti 2 � ,� a 0 � � o� � v � � '`� °o � �a � � � � h � � z "' � v � o� � W � � � i 0 � z 0 � � m 0 Q 0 � N w '� z° c� �� w �z z Q � �� w z� �� Q O U Cn • .. DATE ISSUE � _� � ;o; Tt�fln A f�C ;a; <�� t ri � ,� � � .. � ��f TERRACE ;� GENERAL NOTES: 1. REFERENCE SHEET E-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT ��: .., ��; II �.� �w$ �. �� SECOND FLOOR FIRE ALARM SCALE: 1 /8" = 1'-0" 0 0 GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f No. � 10200395 STATE OF � ti � � � � Q � � .N � O o�i 2 a � 2� � �� U� M � � o�i � � W 2 � V N / � W �-- z W U i- F- U � W � � Q U 0 � z 0 � � m 0 Q 0 � N w ''� z° � �� w �z z Q � �� w z� �� Q O U C� � ••� DATE ISSUE _ ___ _ _ - I � � l , GENERAL NOTES: 1. REFERENCE SHEET M-001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. KEY NOTES: 1O ONE MINI HORN CONNECTED TO THE GENERAL BUILDING FIRE ALARM WILL BE INSTALLED IN EACH APARTMENT TERRACE �"�F��;� �`E��,�� TERRACE TERRAG� � THIRD FLOOR FIRE ALARM SCALE: 1 /8" = 1'-0" GOODERUM 8� ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.506.8151 p 317.745.5761 f LJ__ W I-- z W U � �-- U � W � � Q U No. � 10200395 STATE OF , _"'�w"_ v � � o� .� � o� � ti � .,� � � v o� ti W � � � � z 0 � � m � ti 2 � O � �o 2a , � �o �� O� L5 M � � 2 � �°o N � 1 0 Q 0 � N w '� z° � �� w �z z Q � �� w z� �� Q O U (� • .. � DATE ISSUE � - -- --- - --- ��.._..�� e . . � , RI�E1� NC�TES � 6" UNOERGROUND � DOUBLE CNECK ASSEMBLY �3 BUiTERF�Y CQNTR�� VA�VE V�/ TAMPE� � RISER MAIVIFO�.D � PIPE STAND �6 DRY VA�VE WITH �OW AIR AND PR�SSURE 5�11�CH I :. � � . � \ � r I p � � ` , I \ NORTH Z 0 � � � J Q � 0 H (N li � � N � aC.9 Z � � �p Q Q � o � l`' Q Z � � a o � . � QN d W U w C9 U � Q Q � �� 3 N� z � � Nin ii� a � a �`' a 0 0� 3 O � 2 � � � � � � � � � � J � N �J� N Q W �o�� 3 N �"' J H W J � Z � a W � a � � o N � a � ° a f- ° � N W � � W �' N �' m �`'� ok' � � �� _� � c� c� r � � H 0 J�` > '�` °^° ,5` � �� Y� �� Z� �� ,� s a a � s � N N N � N IL = ^ � � 6V m oo�eo ♦ w � _ �, U W � � � W � W ~ Z z N O Q m � 1= � � z � Z � a � � � � o � � U O N I O W � I U � � N O � � W � M � o � z � � H � � � Z L� o cn � N � O O � z � � II � � a a �.i � � � � � U\ O O F N � U U � � z � � . q oU � z Z — � � n � � W � � � ' � �7 � F- 00 N �� W N � � � � � � N � WC �MZQ C�I �N� � J W �N� � � Q � � � � Q M � � I � � �n?rn rn � N � � � � M J `" w wQ � �� U �r Mo. 4�4 � �. , i �� / '` � .....� � , . ! . • � � � 1 _ ... _ � .. 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