Loading...
HomeMy WebLinkAbout18020150 Building Plans1 12 1 1 i5 16 b IN N 0 CN E U C) Al Walltype 2 -1-Hr Unit Corridor Cl 07 ,q Not to Scale 1 1 2 13 14 15 16 7 0 10 11 12 13 14 15 16 17 19 J8 First Floor Plan - Level of Care PLAN 00.00a 1/32" =1'-0" 0 8' 16' 32' NORTH WALL TYPE "5" Interior Partition 1 hour rated ceiling assembly 2x4 Wood Studs (06100) Finish Ceiling (re: schedule) 5/8" Gypsum Board (09250) Acoustical Finish Floor Insulation (09250) 5/8" Gypsum 2x4 Wood Board (09250) Stud _(06100)- Acoustical Insulation (09250) Description 1. Wood Studs - Nominal 2 by 4 inches, spaced 16" o.c. 2. Batts and Blankets - Mineral wool or glass fiber batts, 3 1/2" min. thickness. 3. Gypsum board - 5/8" thick, 4 ft. wide, attached to wood studs and floor and ceiling track with 17/8" long 6d cement coated nails or 17/8" long No. 6 drywall screws spaced 8" OC along edges of board and 12" OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. 4, Joint Tape and Compound (not shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. ***Re: Structural for Load-bearing locations. ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. As stated above 5A 5/8" Gypsum board at room side of wall only 5B With 2x6 wood framing A8 Walltype 5 - Interior Non -Rated Not to Scale 7 g 1 9 10 11 12 13 EXISTING WALL TYPES Interior Partition 2❑ Existing 1 -hour fire partition at corridor walls typical, based on UL Design No. U311 4C Existing 1 -hour fire partition at unit demising walls with non -staggered stud per structural requirement, based on UL Design No. U311 F14 Existing Walltypes Not to Scale 14 Annotations and Symbols Interior2 4' 8' Graphic Scale Uetail Number Elevation All /30.01 j, Name Sheet Number —� Elevation Elevation Mark Detail Number Al Detail 101 Door Number 30.01 Reference ROOM Sheet Number NAME Room Name 101 I Room Number Detail Number Al Section t 30.01 ReferenceN Revision Sheet Number �� Reference ig Detail 9' - o" Ceiling Height NumberAl View Name_ 30.01 1/8" = 1'-0" View Title -- Wall Tag Z Origin Sheet Scale North Arrow Number NORTH Symbols Legend Not to Scale ---7-15 16 17 19 20 1 21 DRAWING INDEX Architectural AO - Cover Sheet Al - Floor Plans and Details A2 - Specifications A3 - Specifications Mechanical M1 - Mechanical Plans and Notes Electrical E1 - Electrical Plans and Notes 22 23 1 24 N20 Drawing Index Not to Scale BUILDING CODE SUMMARY Project Information: Project Name: Carmel Senior Living Project Address: 13390 N Illinois Street Carmel, IN 46032 Use: 1-1 (Assisted Living); 1-2 (Memory Care) Code Enforcement Jurisdiction: Carmel, IN Building Codes: Indiana Building Code, 2014 Edition (2012 IBC, 1st printing, as amended) ANSI Al 17.1 - 2009 Indiana Fire Code, 2014 Edition (2012 IFC, 1st printing, as amended) Indiana Plumbing Code, 2012 Edition Indiana Electrical Code, 2009 Edition (NFPA 70-2008) Indiana Mechanical Code, 2014 Edition (2012 IMC, 1st printing, as amended) Indiana Engergy Conservation Code 2010 (ASHRAE 90.1, 2007 Edition, as amended) Elevators - ANSI/ASCE/T and DI 21-08, as amended NFPA Fire Protection District City of Carmel )rk Building Data: Existing Occupancy: Construction Type: V-A Sprinkler System: Fully sprinklered, automatic Building Height: 3 stories Number of Stairs: 5 Gross Building Area (Table 503 and modification per Section 506.1 and 506.2) Allowable (Group 1-1): 9500 + (9500xO.68) + (9500x2) = 35,055sf / floor (Existing building is divided into Area 1 and 2 and separated by a 2 -hour fire wall) Area 1 Area 2 Total Floor 1: 30,312 SF 27,152 SF 57,464 gsf Floor 2: 25,467 SF 26,299 SF 51,766 gsf Floor 3: 24,851 SF 4,311 SF 29,162 gsf Total Building Area: 138,392 gsf Area of Remodel. Area 1 Area 2 Total Floor 1: 0 SF 584 SF 584 gsf Floor 2: 0 SF 0 SF 0 gsf Floor 3: 0 SF 0 SF 0 gsf Total Remodel Area: 584 gsf Fire Protection and Separation Requirements - Existing (Table 601): Structural Frame 1 hour Bearing Walls 1 hour Interior Non -load bearing walls 0 hour Floor Construction 1 hour Roof Construction 1 hour Exit Stair Enclosures 1 hour Shaft Enclosures 1 hour Corridor Walls (Table 1018.1) Corridor walls for 1-1 occupancies shall be 1 -hour fire partitions. Dead End Corridor (Section 10 18.4, Exception 2) 50 feet E20 Code Summary Not to Scale Ago Location Map Not to Scale 20 1 21 /T\ NORTH 22 co E WALL TYPE "2" az o Design No. U311 Cz 0 August 28, 2015 C_ Y M Bearing Wall Rating —1 HR. d .t �. iQ � L ° Finish Rating — 23 Min LIJ STC minimum rating 50 MVM U U) Cz 1 hour rated ceiling assembly C) co 0 ov. N ? 2x6 Wood Studs O CR U_ (06100) L N r € — co oo Finish Ceiling �o (re: schedule) 5/8" Gypsum Board U) O (09250) K o0 ■� c rn c Acoustical o Finish Floor I Insulation (09250) 518" Gypsum 2x6 Wood Board (09250) Stud .(06100- 6100— 4- Resilient Channel Acoustical L (09111) Insulation (09250) Description 1. Woo Studs — Nom 2 by 4 in., spaced 16 or 24. OC. Effectively cross braced. H 2. Resilient Channel — 25 MSG galv steel. Resilient channels spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-114 in. long Type W coarse 2- thread g psum panel steel screws. a- 3. Gyps im Board* - 5/8 in. thick, 4 ft wide. Screw attached on one side of wall to CU furring c iannels with 1 in. long, self -drilling, self -tapping steel screws spaced 12 in. U) OC, ve ical joints located midway between studs and back blocked with furring m channel, attached with 1 in. long, self -drilling, self -tapping screws, spaced 12 in. G OC, alo g each edge. Gypsum board on opposite side of wall attached directly to U studs with 1-114 in. long Type W coarse thread gypsum panel steel screws spaced E 12 in. 0. Vertical joints shall be located over studs on this side of the wall MERICAN GYPSUM CO — Types AG -C. a ERTAINTEED GYPSUM INC — Type FRPC, Type C. 07 ERTAINTEED GYPSUM CANADA INC — Type C. iEORGIA-PACIFIC � GC INC — Types C, IP -X2, IPC -AR. F GYPSUM L L C — Types 5, DAPC. AFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A. C:) N 4EW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK -C, FSW-C, SW -G. o ABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type CU C or PG -C. EMPLE-INLAND — Type TG -C. N E HAI GYPSUM PRODUCTS PCL — Type C. -0 NITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR. CU SG MEXICO S A DE C V — Types C, IP -X2, IPC -AR. W, 4. Batt and Blankets* - 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 4 -in. face of the studs with staples placed 24 in. OC. CU ROCK WOOL MANUFACTURING CO — Delta Board. o OHNS MANVILLE INTERNATIONAL INC D ROCKWOOL MALAYSIA SDN BHD — Acoustical Fire Batts ROXUL INC — Acoustical Fire Batts o HERMAFIBER INC — Type SAFB. L_ 5. Joins and Screw heads —Wallboard joints covered with paper tape and joint ound. Screw heads covered with joint compound. As an alternate, nom Ecom E3/32 in. thick gypsum veneer plaster may be applied to the entire surface of '5Clas Classified veneer baseboard. Joints reinforced. E C *Bearing the UL Classification Mark cv U E ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. a� - As stated above U) 2 Same as above, except use 2 x 8 Wood Studs � (for plumbing walls) 0 CN E U C) Al Walltype 2 -1-Hr Unit Corridor Cl 07 ,q Not to Scale 1 1 2 13 14 15 16 7 0 10 11 12 13 14 15 16 17 19 J8 First Floor Plan - Level of Care PLAN 00.00a 1/32" =1'-0" 0 8' 16' 32' NORTH WALL TYPE "5" Interior Partition 1 hour rated ceiling assembly 2x4 Wood Studs (06100) Finish Ceiling (re: schedule) 5/8" Gypsum Board (09250) Acoustical Finish Floor Insulation (09250) 5/8" Gypsum 2x4 Wood Board (09250) Stud _(06100)- Acoustical Insulation (09250) Description 1. Wood Studs - Nominal 2 by 4 inches, spaced 16" o.c. 2. Batts and Blankets - Mineral wool or glass fiber batts, 3 1/2" min. thickness. 3. Gypsum board - 5/8" thick, 4 ft. wide, attached to wood studs and floor and ceiling track with 17/8" long 6d cement coated nails or 17/8" long No. 6 drywall screws spaced 8" OC along edges of board and 12" OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. 4, Joint Tape and Compound (not shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. ***Re: Structural for Load-bearing locations. ***At all plumbing sides of walls, use 5/8" water resistant gypsum board. As stated above 5A 5/8" Gypsum board at room side of wall only 5B With 2x6 wood framing A8 Walltype 5 - Interior Non -Rated Not to Scale 7 g 1 9 10 11 12 13 EXISTING WALL TYPES Interior Partition 2❑ Existing 1 -hour fire partition at corridor walls typical, based on UL Design No. U311 4C Existing 1 -hour fire partition at unit demising walls with non -staggered stud per structural requirement, based on UL Design No. U311 F14 Existing Walltypes Not to Scale 14 Annotations and Symbols Interior2 4' 8' Graphic Scale Uetail Number Elevation All /30.01 j, Name Sheet Number —� Elevation Elevation Mark Detail Number Al Detail 101 Door Number 30.01 Reference ROOM Sheet Number NAME Room Name 101 I Room Number Detail Number Al Section t 30.01 ReferenceN Revision Sheet Number �� Reference ig Detail 9' - o" Ceiling Height NumberAl View Name_ 30.01 1/8" = 1'-0" View Title -- Wall Tag Z Origin Sheet Scale North Arrow Number NORTH Symbols Legend Not to Scale ---7-15 16 17 19 20 1 21 DRAWING INDEX Architectural AO - Cover Sheet Al - Floor Plans and Details A2 - Specifications A3 - Specifications Mechanical M1 - Mechanical Plans and Notes Electrical E1 - Electrical Plans and Notes 22 23 1 24 N20 Drawing Index Not to Scale BUILDING CODE SUMMARY Project Information: Project Name: Carmel Senior Living Project Address: 13390 N Illinois Street Carmel, IN 46032 Use: 1-1 (Assisted Living); 1-2 (Memory Care) Code Enforcement Jurisdiction: Carmel, IN Building Codes: Indiana Building Code, 2014 Edition (2012 IBC, 1st printing, as amended) ANSI Al 17.1 - 2009 Indiana Fire Code, 2014 Edition (2012 IFC, 1st printing, as amended) Indiana Plumbing Code, 2012 Edition Indiana Electrical Code, 2009 Edition (NFPA 70-2008) Indiana Mechanical Code, 2014 Edition (2012 IMC, 1st printing, as amended) Indiana Engergy Conservation Code 2010 (ASHRAE 90.1, 2007 Edition, as amended) Elevators - ANSI/ASCE/T and DI 21-08, as amended NFPA Fire Protection District City of Carmel )rk Building Data: Existing Occupancy: Construction Type: V-A Sprinkler System: Fully sprinklered, automatic Building Height: 3 stories Number of Stairs: 5 Gross Building Area (Table 503 and modification per Section 506.1 and 506.2) Allowable (Group 1-1): 9500 + (9500xO.68) + (9500x2) = 35,055sf / floor (Existing building is divided into Area 1 and 2 and separated by a 2 -hour fire wall) Area 1 Area 2 Total Floor 1: 30,312 SF 27,152 SF 57,464 gsf Floor 2: 25,467 SF 26,299 SF 51,766 gsf Floor 3: 24,851 SF 4,311 SF 29,162 gsf Total Building Area: 138,392 gsf Area of Remodel. Area 1 Area 2 Total Floor 1: 0 SF 584 SF 584 gsf Floor 2: 0 SF 0 SF 0 gsf Floor 3: 0 SF 0 SF 0 gsf Total Remodel Area: 584 gsf Fire Protection and Separation Requirements - Existing (Table 601): Structural Frame 1 hour Bearing Walls 1 hour Interior Non -load bearing walls 0 hour Floor Construction 1 hour Roof Construction 1 hour Exit Stair Enclosures 1 hour Shaft Enclosures 1 hour Corridor Walls (Table 1018.1) Corridor walls for 1-1 occupancies shall be 1 -hour fire partitions. Dead End Corridor (Section 10 18.4, Exception 2) 50 feet E20 Code Summary Not to Scale Ago Location Map Not to Scale 20 1 21 /T\ NORTH 22 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f FEB 2 71018 D By Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: Z c a Q v o a ISDH/IDHS Review 08 Sept 2017 L;.j ° c con aLi -° c L `° y L.LJ1 _ r ,d,wv'Nc '0w 7 Z F a s a $ L '9 Q/9,i/'q{ 0/1/, r �Zwo p1WkA c E 00. oST Ln �S ``"'°� U" ; z w N� �' ago AFi11200135 m— r.= - ro$ ; '� STATE OF .� O d.. Z c m„ r����i'�R A GC�.�``���.� N W d� CHITiv Z x m v 3 s ,c M l����lll11l IIt1t���ii� co E az o Cz 0 C C_ Y Z`-' d .t �. iQ � L ° N T � N 9 Drawn By LIJ -- O C: MVM U U) Cz C) co 0 ov. N ? C N O CR U_ N r € — co oo LLO �o U) O i 2 O o0 ■� c rn c cz — Y o U) 0 Cz a00 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f FEB 2 71018 D By Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: Z c a Q v o a ISDH/IDHS Review 08 Sept 2017 L;.j ° c con aLi -° c L `° y L.LJ1 _ r ,d,wv'Nc '0w 7 Z F a s a $ L '9 Q/9,i/'q{ 0/1/, r �Zwo p1WkA c E 00. oST Ln �S ``"'°� U" ; z w N� �' ago AFi11200135 m— r.= - ro$ ; '� STATE OF .� O d.. Z c m„ r����i'�R A GC�.�``���.� N W d� CHITiv Z x m v 3 s ,c M l����lll11l IIt1t���ii� Cover Sheet 13390 N Illinois Street Carmel, Indiana 46032 A 11 23 24 MGr JBT Project Number:2015.443 © Copyright 2017 C r Z`-' d .t �. iQ � L ° N T � N 9 Drawn By LIJ 0) zr C06 ' Checked By +� w O ov. N ? r € Cover Sheet 13390 N Illinois Street Carmel, Indiana 46032 A 11 23 24 MGr JBT Project Number:2015.443 © Copyright 2017 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 110 1 11 1 12 1 13 1 14 1 15 General Notes 1. Do not scale these drawl gs for construction purposes. In the event of omission of necessary dimensions the contractor shall notify the construction manager. 2. All dimensions on 1/8" an J 1/4" scale plans are to outside face of gypsum board or centerline of columns unless noted otherwise. 3. All gypsum board partitioJensions dimensions are nominal unless noted otherwise. R Contractor to verify all di and conditions at the job site. Notify Architect of any dimension discrepaies. 4. Refer to elevations or details for dimensions not indicated on plan drawings. 5. Verify size, location, and characteristics of all work and equipment to be installed Door and Frame Schedule - Units Mark Door Letter Room Name Door Type Door Frame Hardware Set Fire Label Comments Width Height Thickness Type Jamb Head 147 A FRAME LEGEND DOOR LEGEND DOOR HARDWARE Set 01 (match existing) Unit 147 or inadvertent neglect on the part of the Architect and/or T-011 6' - 8" co 0 3 A14/A1 A10/A1 Set 01 backer panel U 00 17 ilm Existing Vinyl Plank Floor to remain Existing kitchenette to remain 19 20 21 Corridor C140 Unit 147 CPT -1 (bedroom) 14 A 22 1 23 i 24 �- Infill opening. Paint wall, corridor side, to match existing, two (2) colors. New chair rail and hand rail to match existing. Re: Finish schedule and details Fn] J L16 Unit 147 Construction Plan Z = xW O 30.01 1/411 =1'-0" Z Remove existing sign and salvage for Owner stock. Corridor Patch and paint as required. C140 ----- r ---- -,+ 11 CPT -1 I CPT -1 (closet) Patch flooring where walls fixtures, and casework has been removed RE: Finish schedule CPT -1 Remove existing door, hardware i I and frame. Salvage door and hardware for Owner stock. I I I I II J i Ll Remove existing bathroom cabinets, countertop, plumbing fixtures, and accessories. Salvage sink, cabinets, plumbing fixtures, and accessories for Owner stock. Remove existing kitchen cabinets, countertop, plumbing, and appliances. Salvage sink, cabinets ' and appliances for Owner stock. Remove portion of existing wall to T-5" AFF. E18 Unit 145-147 Demolition Plan 30.01 1/411 =1'-0" Z Gypsum Board 3/4" Wood bullnosed, (09250) eased bottom edge 31 /4" 10640 2) CU co E (whether furnished by owner or by contractor(s)) before any construction pertaining to the Architect for final interpretation. No alleged oral to same is started. Casing, 366M 5/8 x2-1/4 ,MDF 6. Verify and coordinate the size and location of all openings for structural, mechanical, Q and electrical work and equipment with all trades involved. FRAME LEGEND DOOR LEGEND DOOR HARDWARE Set 01 (match existing) admission, condonation or inadvertent neglect on the part of the Architect and/or 7. Ceiling heights indicated on the reflected ceiling plans are taken from the finished co 0 ccN 0 N primed (Moulding & Millwork) floor elevation. The size, location, and characteristics of all MEP and structural items backer panel U shall be verified before ceiling construction is started. Varies 3112" Re: 31/2" D 1� 8. Coordinate with all trade in order to maintain scheduled ceiling heights. Verify that Re: Sched. N Sched. 2 Hinge 1414 3-1/2" x 3-1/2" US26D MK 5/8" Gypsum board - each side required operations and maintenance clearances are provided for all equipment - 1 Cylindrical Lock PB 4301 LN 626 YA at walls with P items. `o 1 Door Stop 528 (as appropriate to opening) NP RO 9. All items noted as'by Others' or'by Owner' are to be coordinated with new 1 Door Stop 525 (as appropriate to opening) NP RO .U) construction. 0 ' Wood blocking (06402) 10. Install all items in accordance with the manufacturer's written instructions except a cc - Y where the drawings are more stringent. Notify the construction manager in writing of W 9. Unless noted otherwise, partitions indicated for removal shall be removed entirely to any conflicts. o 11. ance with applicable local codes and ordinances and Perform all work in accor�Iished > under requirements esta by general conditions of the contract. N 12. Secure all permits and approvals as required by authorities having jurisdiction and Wood Door utility companies prior to eginning work. Paneled Wood Frame. 2x Wood stud, doubled (06100) 13. Remove rubbish from prE mises as often as necessary or as directed in order to B Painted. keep premises clean and exit ways clear. Provide complete and thorough cleaning (06202, 08250) C 10. Do not cut or remove any structural elements. Contractor shall notify Architect and periodically as the work progresses and upon completion of construction. 3 A - 14. Install work readily acces ible for operation, maintenance, and repairs. Acoustical batt insulation (07210) F� 15. Drawings are prepared tc scale unless noted NTS (not to scale) a M 16. All notes and details marl ed "typ." apply to similar conditions throughout the project Owner if an work may affect structural elements. Provide temproary support and y y whether specifically note or not. (07920) 17. All new door frames (at the interior face of the jamb on the hinge side) to be located a) 2" from adjacent walls unless noted otherwise. CIO L 18. The location and dimension of the existing architectural, structural, and MEP protect existing conditions as required. p elements are taken from job site surveys. Field verification is required by the Casing, 634M 1/2"x3", MDF primed -5/s° sto - N contractor prior to any co struction involving these items. L 19. All shop drawings shall b submitted to the design and construction manager for --- review prior to fabricatio or purchasing. - - - E C 20. All penetrations through Ire -rated assemblies are to be sealed with U.L. approved Unit Finish Schedule fire -rated sealant and as emblies. Survey existing space and patch areas missing or Room Walls - --- - Ceiling Ceiling - 21. deficient. Paint all walls unless oth rwise noted with a minumum of (1) prime coat and (2) _ Room Name Number Floor Finish Base Finish North East South West Finish Height Comments - finish coats of non-VOC paint. See finish schedule. K 22. New switching to be located at 48" AFF. Unit 147 CPT -1 C P-1 P-1 P-1 P-1 P-2 8'-111/211 3,4 U 23. Contractor to prepare wall, floor and ceiling surfaces as required and recommended Corridor C140 - A - - - P -4/P-7 - Exist. 1,2 by manufacturer to receive new finishes as indicated on finish plan and schedule. All floors to be level. a� 24. Place control joints where gypsum board partitions meet columns and building shell. 25. Patch all existing gypsum board partitions, column enclosures, etc. that are Finish Legend: General Notes: Contractor is responsibl for all site safety. J scheduled to remain to a condition ready to receive scheduled finish. FLOOR: 1. Touch up gypsum board ceilings at demo areas with paint, P-2. jambs to match existing 1 9 26. Existing fire sprinkler he ds and service to remain (No work.) CPT -1: Carpet - Shaw, Ground Force, #7R824 Boardwalk, #24108 (Apartments) 2. 1-1/2" resilient edge strip typ. at all transitions between carpet and Fire Protection Scope of Work: Shaw Rep: Kristin Anderson 720-519-3054 Email: Kristin.Anderson@shawinc.com other flooring unless otherwise noted. Z 1. Existing fire sprinkler system to remain (No work.) BASE: 3. Touch up gypsum board walls at demo areas with paint, P-1. L6 Any utilities including electrical, plumbing or mechanic al items that are shown to be A: 6" Wood Base - Moulding & Millwork, 20168 -CBM 5/8"x5-1/4", MDF primed 4. Replace carpet at demo areas with CPT -1 or vinyl plank to match L6 2x6 Wood header C: 2 1/4" Wood Base - Moulding & Millwork, 634M 1/2"x3" MDF primed, Painted P-3 existing. and profiles (Field verify, match existing wall base profiles) Comments: H N removed or are within walls to be removed shall be removed back to their source and a WALLS: 1. First number listed should be above the chair or hand rail, and the o Paintable sealant each side (07920) P-1: Paint - Benjamin Moore, #1059 Moccasin, Eggshell (Apartment Walls) second to be below chair rail. 0- P-2: Paint - Benjamin Moore, #02 Super White, Flat (All Non -Acoustical Ceilings) 2. All wood trim to be P-3 unless otherwise noted. CU Demolition Notes: P-3: Paint - Benjamin Moore, #79 Atrium White, Semi -Gloss (All Wood Trim in Public and Apartments) capped or prepared for euse as noted. cn 1. Demolish and remove al elements shown as dashed. Patch and repair walls, ceilings P-4: Paint - Benjamin Moore, Dunmore Cream HC -29, Eggshelll m and floors to remain as Effected by demolition and prepare for new finishes. P-5: Paint - Not Used G Coordinate the removalof associated mechanical, electrical and plumbing elements. P-6: Paint - Not Used �,r, C) 2. Contractor shall remove, haul off site and dispose of all existing construction not to be P-7: Paint -Benjamin Moore, Old Salem Grey HC -94, Eggshell Door per schedule E 0.113" diameter nails at 4" O.C., each side salvaged. Comply with all governing regulations related to hauling, recycling and * Note: First number is ABOVE chair rail, second number is BELOW rail. E. disposal of demolished materials. B 14. a 3. Remove existing flooring to subfloor and wall finish to gypsum layer throughout, unless CEILING: cn noted otherwise. Repair and prepare substrate for new finishes, including remaining P-2: Gypsum Boar ,Paint. r' walls, columns, and exterior walls. professionally clean, re -install at project completion. p y pl p F 4. Salvage existing doors, frames, and hardware for reuse at new locations. Refinish or Door per schedule V_ (06100) touch-up for new appearance. N 5. Contractor shall coordinate all schedules with owner prior to commencement of work, oincluding demolition duration, working times, building access and after-hours work. 6. Remove existing exit lights, horn strobes and speakers and relocate or reinstall as E required. Items shown on reflected ceiling plan is for reference only. Verify with MEP drawings. removable flush cap a E 7. It is not expected that contractor will encounter hazardous materials. Hazardous cc -a Door Head Detail materials, if present, sh II be removed by Others. If materials suspected of containing A14 Door Jamb Detail CU A1s hazardous materials are encountered, do not disturb; immediately notify Owner and Details ,.. U, Architect. = 8 Should any questions arise regarding the interpretation of the Contract Documents, 11/2" = 1'-0" 0 2" 4" 8" 00 17 ilm Existing Vinyl Plank Floor to remain Existing kitchenette to remain 19 20 21 Corridor C140 Unit 147 CPT -1 (bedroom) 14 A 22 1 23 i 24 �- Infill opening. Paint wall, corridor side, to match existing, two (2) colors. New chair rail and hand rail to match existing. Re: Finish schedule and details Fn] J L16 Unit 147 Construction Plan Z = xW O 30.01 1/411 =1'-0" Z Remove existing sign and salvage for Owner stock. Corridor Patch and paint as required. C140 ----- r ---- -,+ 11 CPT -1 I CPT -1 (closet) Patch flooring where walls fixtures, and casework has been removed RE: Finish schedule CPT -1 Remove existing door, hardware i I and frame. Salvage door and hardware for Owner stock. I I I I II J i Ll Remove existing bathroom cabinets, countertop, plumbing fixtures, and accessories. Salvage sink, cabinets, plumbing fixtures, and accessories for Owner stock. Remove existing kitchen cabinets, countertop, plumbing, and appliances. Salvage sink, cabinets ' and appliances for Owner stock. Remove portion of existing wall to T-5" AFF. E18 Unit 145-147 Demolition Plan 30.01 1/411 =1'-0" Z Gypsum Board 3/4" Wood bullnosed, (09250) eased bottom edge 31 /4" 10640 2) CU co E reference shall be made to the Architect for final interpretation. No alleged oral �0 m Casing, 366M 5/8 x2-1/4 ,MDF 112 Plywood o admission, condonation or inadvertent neglect on the part of the Architect and/or CM co 0 ccN 0 N primed (Moulding & Millwork) o� backer panel U D 1� Owner shall be accepted as an excuse for failure to comply with the Contract T Co 5/8" Gypsum board - each side Field verify, match existing at walls with CD U) U) o Documents. .U) (09250) Wood blocking (06402) ■� resilient channel �i cc - Y , 9. Unless noted otherwise, partitions indicated for removal shall be removed entirely to U)o 2x wood studs m M Q� 00 the structure above. Acoustical batt insulation (07210) 2x Wood stud, doubled (06100) _ C 10. Do not cut or remove any structural elements. Contractor shall notify Architect and A - Paintable sealant each side Acoustical batt insulation (07210) F� a E c� Owner if an work may affect structural elements. Provide temproary support and y y (07920) - a) CIO L - o protect existing conditions as required. p Casing, 634M 1/2"x3", MDF primed -5/s° sto - N �' 0 < E C 11. Hazardous conditions, such as floor openings exposed by removal of walls or by (Moulding & Millwork) - - U cutting, or wall opening to shafts, shall be provided with temporary protectives. Field verify, match existing. Extension at a� Note: Field verify, < E Contractor is responsibl for all site safety. jambs to match existing 1 9 a 518" Gypsum board -each side match existing sizes 12. Any utilities including electrical, plumbing or mechanic al items that are shown to be 2x6 Wood header (09250) and profiles N removed or are within walls to be removed shall be removed back to their source and (3) Paintable sealant each side (07920) Q- capped or prepared for euse as noted. Wood frame and blocking (06402) �,r, 13. Cap any abandoned wiring in wall, floor, or ceiling. Door per schedule 0.113" diameter nails at 4" O.C., each side Continuous Solid Wood Wood apron, 5/8" x 4 114" (06402; B 14. Remove existing windo blinds throughout project scope at start of project, Blocking u) professionally clean, re -install at project completion. p y pl p 0.113" diameter nails at 4" O.C., each side' Door per schedule (06100) �� 318 Countersunk CD C, Lag screw w/ E removable flush cap a A10 Door Head Detail A14 Door Jamb Detail A1s Typical Handrail Details ,.. 11/2" = 1'-0" 0 2" 4" 8" 11/2" = 1'-0" 0 2" 4" 8" 6" = 1'-0" 0 1/4"1/2" 1" A 2 1 3 4 5 1 6 1 8 19 10 11 1 12 1 13 14 15 1 16 1 17 18 1 19 1 20 1 21 1 Gypsum Board (09250) 200CHPOP 11/16"x4- 1/4" poplar (Moulding & Millwork). Field verify to match existing A22 Typical Chair Rail Detail 6" =1'-0" 0 1/4" 1/2" 1 " 22 1 23 1 24 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa, Kansas 66215 913.492.2400 p / 913.492.2437 f U Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 1` `\N����� =� AR 11200135 STATE OF N TEC' Drawn By MGr Checked By JBT Plans and Details A 1 Project Number:2015.443 © Copyright 2017 co E o �0 m M (Z C 0) o � U � CM co 0 ccN 0 N o� U 1� - co T Co LLOCn 0 m CD U) U) o p .U) a) U ■� 4 - �i cc - Y a� C U)o m M Q� 00 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa, Kansas 66215 913.492.2400 p / 913.492.2437 f U Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 1` `\N����� =� AR 11200135 STATE OF N TEC' Drawn By MGr Checked By JBT Plans and Details A 1 Project Number:2015.443 © Copyright 2017 z L6 4- U a) 0 L a cu E 07 Z E CU E L U 0 a. 07 M d' Ict L6 0 N c 0 ca U 4= U a) CL 07 c CD c .3 CU 0 U m 0 co U) ai E I- CU E ,r U a) C1 (n 0 N_ E L U a) Q. U) 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 22 1 23 1 24 cm The drawings include the General Conditions of the Contract for Construction AIA Document A201 1997 Edition and all DIVISION 1 (continued) sections of the specifications outlined here. DIVISION 6 (continued) cU o E- U) CZ 28. Scheduling and Security Clearance: �0) DIVISION 1 - GENERAL REQUIREMENTS: A. Contractor shall submit a schedule with all significant dates with bid. Submit list of all construction personnel. 06402 - INTERIOR ARCHITECTURAL MILLWORK 0 00 �..� B. Coordinate access to building common areas and tenant space with the building property manager. 1. Provide architectural millwork as shown on drawings. N 01010 - SUMMARY OF WORK C. Non -business hours: All work within the project area creating excessive noise, vibration, and/or odor or work in 2. Types of architectural millwork include, but are not limited to the following: 1. The work will include general construction, plumbing, mechanical and electrical, and fire protection work. The work covers occupied tenant spaces/areas shall be done during non -business hours. Coordinate with the property manager. A. Standing and running trim Cn0 the construction and combining of two existing units at 13390 N Illinois, Carmel, IN. Work will include both demolition and D. Any work outside of the project area must be coordinated with the building propel-ty manager. 3. Mark each assembled unit of architectural woodwork with manufacturer's identification and grade mark evidencing compliance new construction within an existing space. Contractor will perform work in one complete phase. Access to the space shall be E. Utility interruption: provide two week written notice. with indicated AWI quality grade. Locate grade mark on surfaces which will not be exposed after installation. CF) a� o .C�_ coordinated with the building owner. Access during bidding shall be by appointment only. F. Life safety/fire protection: Schedule all work with the property manager. Maintain coverage 4. All work shall be fabricated from and installed to the highest industry standards. Comply with applicable requirements of 2. The drawings and spe ifications indicate the scope of the project in terms of architectural design concept, but!do not during construction, "architectural woodwork quality standards" published by the Architectural Woodwork Institute (AWI), except as otherwise ■� c CO) necessarily indicate or describe all work required from the full performance and completion of the work. Contractor's bid 29. Work in occupied tenant spaces/common areas: indicated. All work shall be installed plumb, level, true and aligned with no distortions. Scribe edges to fit with adjoining surfaces CZc -Y shall be based on these drawings with the understanding that the contractor and each subcontractor are to furnl h and install A. Coordinate proposed schedule w/property manager and affected tenants at beginning of project. without voids or the use of surface applied trim. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for U) all items required for the roper completion of the work. Contractor shall make provisions for the necessary execution of the B. Amount of work: Only undertake work that can be started (uncovered) and finished (fully restored) during a single plumb and level (including countertops); and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in 0) � work. These include, bul are not limited to, such items as demolition, new construction, hoisting, storage, freigh access, non -business hour segment. Exposed construction work/materials will not be allowed within occupied areas. revealed adjoining surfaces. Work shall be free of defects and warranted for 1 year. No interior millwork/casework shall be Q00� debris removal, and otherC. items required for a complete project. Protection/furniture/equipment: q pment: Contractor shall completely protect existing conditions from damage, dust, wear, dirt, delivered prior to drywall completion. 3. The owner shall have the right to execute certain priorities for the project as they see fit, for such items as custom furniture and/or loss. Provide temporary partitions/coverings to any surfaces, materials, components, furniture, and/or equipment as 5. Submit manufacturer's certification, stating that the fabricated work complied with the quality grades and other requirements millwork and carpeting, without incurring additional markup of the outside contractor's pricing by the general contractor. required. Any moving, disassembly, reassembly, disconnecting, reconnecting, and protection shall be at contractor's expense. indicated. 4: The contractor is responsible for following and building the project to comply with applicable codes and regulations, Tour tenant space with the property manager and tenant representative to document existing conditions prior to work. Provide 6. Shop drawings: Submit shop drawings showing location of each item, dimensioned plans and elevations, large scale, installed including building/landlor J, local, state, and federal. The Contractor shall also be responsible for obtaining a copy of the documentation of pre-existing conditions for reference throughout project. boards with edges perpendicular to supports, with end joint staggered over supports, except where recommended in a different building "Rules and Regulations" from the Building Manager. Any additional fees required to conform to the regulations shall 30. Parking, delivery, elevators, dumpster & insurance (per building standards, coordinate all with property manager): arrangement by manufacturer. be included in the bid. A. Parking: Coordinate with property manager. 7. Solid wood: All painted solid wood to be paint grade poplar. 5. Base building construction specifications and standards, as well as owner requirements and building lease agreement B. Deliveries: Coordinate with property manager. 8. Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain field measurements and shall govern workmanship/material/design except as they may be modified or amended by these construction documents. C. Dumpsters: Coordinate with property manager. verify dimensions and shop drawing details as required for accurate fit. Any note or indication shown or implied which does not conform to the letter or spirit, so defined, shall be brought to the 31. Definitions: 9. Coordinate finishing of millwork with the painting sections of these specifications and shop - apply specified finishes. Clean v attention of owner for review/action. A. Match existing will refer to matching existing finishes, materials, and quality as long as code compliant. and prepare surfaces. Fill exposed nail holes. Use matching wood filler for millwork receiving transparent finish. 6. No changes or deviations or changes to the design intent shall be made without the approval of the architect and owner. B. "Owner" refers to the entity with whom the General Contractor has a contract for the work. 10. Opaque Finish: 7. Contractor shall re -ex cute any work that fails to conform to the construction documents and any defects due',to faulty C. "Property manager" refers to building owner's staff representative. A. General finish standard: Special finish, see Section 09910, Premium grade, closed grain finish. materials or workmanshi . D. "Building standard" refers to typical construction materials and details used throughout the building. Coordinate with B. Shop application: Primer, color coat and catalyzed varnish; sanded between coats; sprayed finish; final coat rubbed to 8. Warranty shall be extended for all construction components and equipment and installations included in this work for a Property Manager. medium sheen. minimum of 18 months fr m the date of final completion (unless noted otherwise). All work shall be done in accordance with E. "Provide" refers to purchase, delivery, and installation of item mentioned. Include all fees, tests, notifications, and work C. Final finish (field): touch-up only. the highest quality industy standards for material and installation. Repair or replacement of warranted work and any area associated to complete the job to the fullest level. 11. Standing and running trim: install with minimum number of joints possible, using full length pieces (from maximum length of affected by failure of warranted item, shall be the contractor's responsibility. lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns, miter at 9. General contractor sh II be responsible for all applicable taxes, local building department filing, permits, approvals, etc. 01300 SUBMITTALS corners and comply with quality standards for joinery. Payment for all necessary fees as required by the above authorities for job completion and sign -off shall be included in base Submit shop drawings for architect's review for all items requiring fabrication (doors/hardware, finish materials, accessories, 12. Anchor woodwork or veneer panels to anchors or blocking built-in or directly attached to substrates. Secure to grounds, bid unless noted otherwise. elevator, etc.) The general contractor shall review and stamp all submittals prior to the architect's submittal. Components ordered stripping and blocking with countersunk concealed fasteners and blind nailing as required for a complete installation. Except 10. Prior to construction, eneral contractor shall present proof of insurance covering in amounts required by local law as and/or installed without submittal approval will be replaced at contractor's sole expense to comply with drawings/specifications. where prefinished matching fasteners heads are required, use fine finish nails for exposed nailing, countersunk and filled flush stipulated by the building, and as required owner. General contractor is responsible for submitting the following items to the architect and owner for review: with woodwork, and matching final finish where transparent finish is indicated. 11. General contractor is responsible for securing portions of the site affected by work scope herein, during construction for A. Shop drawings: One legible PDF or blackline. 13. Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not - protection of the property, as well as, materials, tools, etc. Coordinate exact limits with building manager. B. Product Data: PDF or two (2) 85' x 11" copies. possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. 12: The Contractor shall nstall all necessary means to protect the public, the building and new work from damage during the C. Samples: Three (3) of each finish sample as listed onthe specification sheets. Two (2) shall be delivered to the Owner 14. Clean woodwork on exposed and semi -exposed surfaces. Touch-up shop -applied finishes to restore damaged or soiled duration of the project, in Iuding but not limited to floor protection, temporary dust partitions and barricades. Items damaged and one (1) to the architect unless noted otherwise. areas. during construction shall be replaced or repaired at Contractor's expense, to the Building Managers approval. Odorless and D. Submit carpet seaming diagram for architect's review for all types of carpet specified, including transitions. 15. Installer of architectural woodwork shall advise contractor of procedures required to protect architectural woodwork during No VOC products shall b used wherever possible. The Contractor shall leave the work area clean and secure at the end of E. Submit fire protection construction drawings to architect for review of work being performed as design/build. remainder of construction period to ensure that work will be without damage or deterioration at time of acceptance. Protect each workday. finished surfaces with heavy-duty canvas or polyethylene sheets. 13: The Contractor shall conduct all work in a safe and timely manner. Provide and maintain all necessary guards for Architect shall have up to five (5) working days to review and approve/reject submittals. < prevention of accidents. Failure to reject faulty equipment or practices by the Architect/Engineer does not relieve the DIVISION 7 -THERMAL AND MOISTURE PROTECTION (see MEP drawings for additional information): Contractor of his liability for personal injury or property damage. The Architect shall not be responsible for the means and 01400 PROJECT COORDINATION 07210 - BUILDING INSULATION methods of construction, safety issues, control or supervision of the work, nor items related to stoppage of work. The 1. A pre -construction meeting will be conducted to review all procedures, schedule and phasing of the project. 1. Provide acoustic insulation that is plenum approved. 3" sound attenuation batts where indicated on the drawings. Acoustic authority to stop work rests solely with the Property Manager and Contractor. 2. A weekly jobsite meeting or conference call will be required. insulation shall be approved equal to Thermafiber. Ceiling and floor metal tracks shall be bedded in two continuous beads of 14. General contractor responsible for coordination of all deliveries, access, and protection of the base building during product 3.A project schedule, submittal schedule, and a list of subcontractors will be required by the first regularly scheduled weekly meeting. The project schedule shall be updated as required throughout the construction period. acoustic caulking. 2. Formaldehyde -Free Glass Fiber Blanket Insulation shall be Polypropylene -Scrim, Glass -Fiber Blanket Insulation ASTM C 665, movements. All material shall be transported to the project area so as to avoid damage to existing areas. Contractor shall install 4. Pay applications will be submitted to the architect for review and will follow standard AIA conventions, including partial and Type II (non -reflective faced), Class A (faced surface with a flame spread index of 25 or less). protective coverings on xisting and new materials as required to prevent damage. All materials shall be stored securely within final lien waivers, 3. Contractor to maintain fire rating at all rated partitions. the boundaries of the project area. Heavy loads form use of equipment or transporting/storing materials shall bei submitted to property manager for structural engineer review at contractor's expense. 01710 FINAL CLEANING 07950 - JOINT SEALANTS 15. General contractors all permit and facilitate observations of work by the building, owner, the architect and Agents at all 1. Prior to acceptance of the work by the owner, the general contractor shall: 1. Sealants/caulking: provide suitable material for each interior or exterior application. Seal all penetrations of exterior walls and times, as requested or needed. 16. General contractors all properly cooperate, coordinate and meet with any owner retained contractors or vendors in A. Vacuum all carpeted areas. B. Dust all surfaces other than floors with clean rags. between floor work to maintain assembly rating. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic at frames and millwork. Completely seal joints around frames, countertops, back splashes, side joints between wall and completion of the project C. Employee services of professional window washers to thoroughly clean, wash and polish all glass. Cleaning base cabinets, and joints at glass doors/sidelights and glass panel heads, tracks and joints, unless noted otherwise. Install per H 17. The Contractor shall thoroughly review all existing conditions prior to bidding. Any discrepancies between the bid documents materials and methods shall be as recommended by manufacturer in order to avoid scratching or scouring of special surfaces. manufacturer's recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints and existing conditions, quantities or locations shall be brought to the attention of the Architect in writing prior to'bidding. Extra Investigate required setting time of all glass films and schedule glass cleaning accordingly. shall be even, smooth, uniformly tooled and as minimum profile required for seal. Set interior glazing in continuous bed of compensation will not be allowed as a result of clarification of any discrepancies after the bid date. 18. In the case of discrepancies between the contract documents, the contractor shall secure instruction from thle owner/architect D. Remove marks, stains, fingerprints, other soil and dirt from painted decorated surfaces and glass. sealant. Clean adjacent surfaces of excess sealant prior to start of curing. prior to proceeding. The greater value option should always be assumed until written instruction from the owner/architect E. Clean and polish hardware for all trades as necessary to establish new condition. F. Remove spots, soil, paint from tile work; wash and seal. 2. Provide acoustical sealant as noted in wall types and at break metal panel and trim cap connections. 6. Sealants / Caulking: Provide suitable material for each interior or exterior application. Seal all penetrations in the exterior indicate otherwise. 19. Dimensions on drawings are from finish face to finish face of wall or column. Do not scale drawings. Written i,dimensions take G. Clean fixtures and equipment, remove stains, paint, dirt and dust. H, Remove temporary floor protection for finished floor; clean and polish such floors. walls and between floor slabs. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic at frames and millwork. Completely seal joints around frames, countertops, backsplashes, and joints at glass doors / sidelights. Install per G precedence over graphic representation. All Hold dimensions must be adhered to. Contact architect immediatei'y if areas I. Where resilient flooring is supplied, clean, wax (where recommended) and polish all resilient floor surfaces. manufacturer's recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints impacting Hold dimensions are not as indicated on the documents. Contractor is responsible for field measuring; and verifying all 2. Contractor and each subcontractor shall remove and dispose of all tools, equipment, surplus materials, and rubbish pertaining shall be even, smooth, uniformly tooled and as minimum profile required for seal. Extra care shall be taken at butt joint tempered existing conditions prior to the start of construction and shall notify architect immediately in writing of any required changes that to his work. glass panels. Clean adjacent surfaces of excess sealant prior to start of curing. may be necessary in ord r to not delay the project. 20. The Contractor is re ponsible for coordinating all demolition, patching and repairing. Any conditions modified due to DIVISION 2 - SITE WORK: DIVISION 8 - DOORS & WINDOWS, FRAMES AND HARDWARE (See door schedule): construction must be repaired. Materials damaged due to construction must be repaired to the original condition as approved by 02070 - DEMOLITION 1: All doors, frames, and glazing shall meet applicable codes. Exit doors shall be operable without the use of a key or special the Property Manager. T 21. The Contractor shall ie contractor shall perform all cutting, fitting, and patching. complete all work without disruption to any building occupants. Any activities deemed disruptive by the 1. Provide demolition related to the project work in accordance with any base building specifications or requirements prior to knowledge. Provide Fire Rated Assemblies where noted in Door Schedule. The Contractor shall verify all existing and new F beginning demolition. doors, frames and hardware meet building standards and/or ADA Requirements. All new wood doors shall be stained to match Building Manager shall be preformed after normal business hours at no additional expense to the owner. 22. General contractor is responsible for means and methods, including verifying and coordinating movement of products and 2. Return scope of work to original base building condition, including, but not exclusive of the following: Removing doors, door architect's wood sample. Door frames, and hardware to match building standard. frames, hardware, finishes, existing partitions not noted to remain, existing floor -covering, acoustic ceiling tile and materials through the building. 23. Contractor shall provide to the owner/architect a construction schedule that aligns with the requirements of the ! owner and power/telephone receptacles where existing partitions are to be removed. 3. Patch base building columns and window framing where existing partitions are to be removed. 08211 - FLUSH WOOD DOORS 1. Provide building standard, unfinished composite wood doors as shown on the drawing. provides critical path items. Weekly updates should be provided. 4. Existing materials (i.e. hollow metal frames, doors, light fixtures) shall be cleaned, refurbished and reused (when consistent 2. Provide underwriter lab markings for fire doors in accordance with National Fire Protection Association and applicable 24. Hazardous Materials Hazardous materials (asbestos, etc.) Testing, removal, and/or encapsulation are not part of this contract. If, in the proses of construction, the presence of hazardous material is suspected or discovered, the $uilding Manager with the architectural specifications and drawings), whenever possible. local codes. Moisture content of doors shall be 12% maximum at time of fabrication. E shall be notified immediately and work shall not proceed. The suspected material shall not be disturbed, removed, or modified. 5. Patch all existing walls and ceilings scheduled to remain, to provide a compatible surface to receive specified new finish. 3. Maximum warp shall be 1/4" with allowable tolerances of 1/16" in overall dimension. 4. Flush doors shall be guaranteed for a period of two (2) years. fire stop assemblies that maintain with there 25. Floor Penetrations: rovide manufacturers approved, UL Listed, p q uired fire DIVISION 5 - METALS: 5. Solid core flush doors shall be 1 3/4" thick, flush type, composite, suitable for painting. Use door manufacturer, Masonite separation shown on th drawings. Coordinate all penetrations and floor core drilling locations with the BuildingjManager prior to Not Used or approved equal. proceeding with the wor . Infill any existing un -used floor penetrations per building standard. Reference electrical and plumbing 6. Seal all door edges after fitting and undercutting. drawings. DIVISION 6 - WOOD & PLASTICS: 7. Hang all doors to operate freely but not loosely, free from all binding and with all hardware properly adjusted. Fit all 26. Project closeout: Pri r to project closeout, the Contractor shall coordinate with the Building Manager, any tests, submittal of 1. Before starting fabrication work or ordering materials, the Contractor shall obtain, and be responsible for, all field dimensions. doors tightly against stops; any door which is twisted, warped or not in true plane shall be removed and replaced. D As -Built Documentation, A. Contractor shi and all requirements for project acceptance. I Il prepare and submit record architectural, mechanical, plumbing, fire protection (if required) and The Architect will not be responsible for verification of field conditions or dimensions on shop drawings if submitted. 2. Coordination of millwork items with new construction, fixtures, furniture, appliances and other related items shall be the 08710 - FINISH HARDWARE electrical drawings at th end of the project.responsibility of the Contractor. 1. Provide finish hardware for the project as shown on drawings, unless otherwise noted. Match existing finish. B. Contractor sh II provide a tour of the completed work for the owner, tenant and building operations staff. 2. The hardware contractor shall be responsible for thoroughly detailing the entire project to insure the items specified will C. Contractor sh II submit three (3) operations & maintenance manuals in PDF format on disc, including approved 06100 -ROUGH CARPENTRY properly function in the indicated locations, this includes glazed doors and electronic strikes, magnetic locks, etc. equipment cuts, a information, and contact names and numbers. 1. This work includes generally not exposed carpentry work. Rough carpentry includes: 3. For labeled openings provide hardware in accordance with National Fire Protection Association's standards and local D. Submitt ffininall li n waivers and occupancy permit. A. Wood Hailers, blocking or sleepers ordinances. C E. Thoroughly cl an all work prior to final punch list review. All splatters, marks, scratches, debris and defective materials B. Wood furring 4. Provide keying and keying schedule in accordance with owner. Coordinate with owner. or parts shall be remove .Vacuum carpet. See 01710 Final Cleaning for detail. C. Wood framin g 5. Door Hardware: Hardware shall be commercial grade lever handle passage or lock sets with Satin Chrome finish and F. Turn over all keys and badge cards to building manager. 2. Provide fire retardant treatment as required by governing ordinance anal one that will not bleed through finish surfaces. match building standard for type, style and finish (Stanley) unless otherwise noted. Comply with all applicable handicapped 3. Provide seasoned lumber with 15% maximum moisture content at time of dressing. access requirements. The contractor shall coordinate with owner, the keying of all new and existing locksets per the Building 4. Provide blocking in all partitions where required to anchor wall standards, cabinetry, equipment, or other items. Managers direction. Provide three keys per lockset. Door hardware submittals must be approved by architect prior to ordering. 5. Wood door frames, wood windows, wood millwork, wall hung casework, televisions and furniture shall be installed over solid A. Locksets/Latchsets - Storage function, match existing building profile. wood grounds and blocking. Provide No. 1 Grade Douglas Fir, or No. 3 Grade Yellow Pine. All wood shall be fire retardant. B. Hinges - Hager BB1279 4 % x 4'/2 NRP US26D or equal 14. = C. Closer - LCN 4041 or equal E. Gasketing Al Specifications A Not to Scale -) 1 -4 1 d F 7 fi 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 23 1 24 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 1 kr�`�Ca�STwE Q, 0 AR11200135 �= STATE OF 11 D Drawn By MGr Checked By JBT Specifications A2 Project Number.2015.443 © Copyright 2017 cn E aZ o cm C Y cU o E- U) CZ �0) cc N 0 00 �..� N 00 LOLM Cn0 CF) a� o .C�_ L C (1) v ■� c CO) CZc -Y 1✓ 0 U) 0) � Q00� Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 1 kr�`�Ca�STwE Q, 0 AR11200135 �= STATE OF 11 D Drawn By MGr Checked By JBT Specifications A2 Project Number.2015.443 © Copyright 2017 4- L6 L6 c D 0 0 0 cu U) m E M E U m M It L6 0 N 0 4 - CU U U am W C: cc Cn 0) c CU L N v, U m 0 CUE Z E cU E U a� CL co d' u -i 0 N E L U w Q_ 07 11 2 3 4 b b r DIVISION 09 - FINISHES: GENERAL: 1. The General Contractor shall verify the availability and delivery dates of all finish materials within 10 days of contract award. Any items that are found to adversely affect the completion deadline of the Project will be brought to the attention of the Architect in writing for re-evaluation of the material. 2. All flooring materials shall be placed over smooth, true, and even substrates with no imperfections or unevenness. The Contractor shall clean and prepare floor to receive all materials per the manufactures recommendations. If a leveling compound is used, install per the manufactures recommendations to achieve a smooth substrate. Installation of floor materials will indicate acceptance of substrate by flooring subcontractor. The building premise to be occupied by the tenant shall have a floor that should b level to within'/4"in 10' non -cumulative. 09250 GYPSUM BOARD AND FRAMING ACCESSORIES 1. Provide gypsum drywall (Made in USA) and associated work as shown on the drawings. Refer to floor plan and wallitypes for wall construction. 2. General Standards: GA -216 y Gypsum Association, and manufacturer's instructions (whichever is general standar d: GA.2 - More stringent). 3. Fire resistance ratings: Prov i a gypsum drywall systems which have passed a test by a recognized testing agency for the fire resistance rating indicated. 4. Sound attenuation construct i in : Provide gypsum drywall systems which have passed a test by a recognized testing agency for the sound transmission class indicated. 5. Provide metal runners for stu s, metal furring channels, clips z -furring channels, 1 1/2" cold rolled channels, wire hangers, ties and other incidentals necessary for the work. Studs shall be ASTM C-645 with manufacturer's standard corrosion - resistant zinc coating, 25 Gage C-shaped studs with associate runner channels. Studs and runners shall be in depth indicated and 0.0179 inch thick unless otherwise indicated. Panel products shall be provided in maximum lengths available to minimize end-to-end butt join s. 6. Provide ASTM C36 Type x 5 8" thick 48" wide gypsum drywall. Type as required for specific fire -resistance -rated v assemblies and Sag -resistant pe for ceiling surfaces. 7. Trim accessories: Trim accessories to be ASTM C 1047, formed from galvanized or aluminum -coated steel sheet, rolled zinc, or plastic. Provide manufcturer's standard metal trim accessories, of the beaded type with face flanges for concealment in joint compoundi1except where semi -finishing or exposed type is indicated. Provide metal corner beads, L- shaped edges trim beads, U -type trimbeads, special L -Keri type edge tri beads and one piece control beads. Provide cornerbead at outside corners, unless otherwise indicated. Provide LC -bead (J -bead) at exposed panel edges. 8. Gypsum board fasteners: Tye recommended by gypsum board manufacturer except as otherwise indicated. A 9. Joint treatment materials to be ASTM C 475. Joint tape to be paper unless otherwise recommended by panel manufacturer. Joint compounds to be drying -tape, ready -mixed, all-purpose compounds. Cementitious backer unit joijnt- treatment materials to be produ is recommended by cementitious backer unit manufacturer. Acoustical sealant for ex0osed and concealed joint to be non -sag, paintable, nonstaining latex sealant complying with ASTM C 834. 10.Sound attenuation blankets: Semi rigid mineral fiber without membrane, FS HH -1-521, Type I, S Thickness as shown. Sound -attenuation blankets to be ASTM C 665. 11. Frame door and other openings with studs, runners, gage, number and arrangement to comply with manufacturer's recommendations for size of opening, weight of doors and height of stud size, unless otherwise indicated. 12. Install gypsum boards in le gths and directions which will minimize number of end joints, and avoid end joints in central areas. Install walls and partitions with exposed gypsum boards vertical, with joints offset on opposite sides of partition. Otherwise, install boards with edges perpendicular to supports with end joint staggered over supports, except where recommended in a different arrangement by manufacturer. 13. Provide flush hinged metal access panels as required for appropriate mechanical, electrical and Plumbing systems in gypsum board ceilings and soffts. Submit proposed locations and access panel product information for architect's review. K (Re: 08311) 14. Wall Construction: Include mineral wool sound attenuation batts and acoustical sealant as indicated. Batts shall extend full height of wall and tightly fit between studs. Refer to floor plan and wall types for locations and variations. Provide additional bracing to structure c, s required. Place control joints per USGA practices, 30' o.c., max., and at other conditions susceptible to cracking includin long header spans. Provide/coordinate wall penetrations as required for work of other trades. All wall penetrations sh all be acoustically sealed for no sound transmission. Provide double studs at all doorjambs. Provide Asphalt -Saturated Org inic Felt Isolation Strip at Exterior Walls/Mullions according to ASTM D 226. Lay out all walls by chalk line for architect's review prior to framing. Align walls with existing unless indicated otherwise. A. Gypsum Board Finish Levels: Painted surfaces finish panels to be Level 4 as according to ASTM C 840. B. All walls must be smooth and without defects. No telegraphing of joints will be allowed. 09680 - CARPETING 1. The extent of carpeting is indicated on the drawings and in the schedule. 2. Work includes, but is not limited to, the following: H A. Installation B. Attachment accessc ies 3. General contractor to provide carpet material and adhesives. General contractor to move, install and warranty instIllation. Seaming diagram submittal to a provided by general contractor for owner/architect review prior to installation. 4. Contractor shall be responsi le for installation materials and accessories as required per the including aluminum schluter transition strips at all carpet/tile etc. transitions. Carpet to VCT, LVT or linoleum T -Moulding transition strips and stair nosing shall be rubber to match wall base. Transition strip profile height shall be confirmed with tile and carpet thickness priorio G order. Carpet to porcelain tile transition strips shall be Schluter Systems, Reno -TK, EB brushed stainless steel. 5. Carpet installation shall be in strict accordance with manufacture's directions. Closely fit to all walls, columns, and door frames. Install transition strip where carpet adjoins other materials. Refer to the Room Finish Schedule for any specialil patterns or conditions. Installation shall be first quality, free of irregularities in wave and materials. 6. Shop drawings: Within four () weeks after notification to proceed, submit to the architect, detailed shop drawings (including one (1) copy of each reproducible print/plot and two (2) each blue line prints) for areas to be carpeted showing all joints of differing carpet types, ile direction, details of seaming and installation of carpeting accessories, and provisions for F work of other trades. Verify yar ages with actual measurements after the areas are completed and ready to receive carpet. 7. Samples: Submit 8. Maintenance data: Submit maintenance and care instructions for all materials incorporated into project. 9. Contractor shall assume responsibility for receiving, handling, storage, and placing of carpeting, rugs, or other materials, including warehousing as may be necessary until start of installation. 10. Package, tag and deliver usable remnants of broadloom carpet to owner's designated storage at the conclusion of the job. Include pieces of broadloo n 20 square feet in area or greater. 11. Attic stock shall be proper) tagged and delivered to a storage location as directed by the owner. Provide a minimum of E 2% attic stock for each product. 12. Install carpeting in accordance with the approved carpeting schedule. 13. Contractor must examine areas and conditions under which carpeting is to be installed and must notify architect in! writing of any condition detrimental to roper and timely completion of work. Do not proceed with installation until unsatisfactory conditions have been correcte( in a manner acceptable the architect. 14. The substrate must be free of all foreign matter, grease, oil, paint, wax, dirt, old adhesives, etc. D 15. Sweep or vacuum the subs trate using a sweeping compound without an oil or wax base. 16. Once the contractor comm nces installation of work under this contract, it shall be assumed that the condition of the substrate has been accepted E nd any repairs or further corrections in the subfloor surface shall become his responsibility. 17. Before ordering materials or fabricating work, field verify measurements and conditions at the site for work which rpust be accurately fitted to other construction, including wall to wall, offset, door and other dimensions controlled by other trades. No extra charges or compensatio will be allowed on account of differences between the actual measurements and dimensions of the drawings. C 18. Installation of all broadloom carpets shall be on a tackless strip. The tackless strip shall be installed on concrete floors by predrilling holes approximately 0.125" in diameter with solid carbide drills, style A5 or A6, then driving 0.148 x 1" hardened masonry nails to form positive Dond and permanent anchor on approximate 6" centers or per manufacturer's recommendation. The tackless trip shall be installed approximately 1/4" from the wall following the contour of the wall. All pieces shall be butted end to end, leaving no gaps between strips. Carpet at doorways adjoining hard surface floors hall be protected with a heavy duty co icealed carpet gripper bar, installed in similar method to the tackless strip. 19. Where carpet meets pad, railed tile or other hard surfaces, special care shall be required to make the carpet surfaces B 1/8" than the hard surfaces. Raw carpet edges shall be securely "tucked under" and held in place with concealed heavy duty gripper edge. 20. If the manufacturer ha special instructions regarding the seaming of this particular quality of carpet, the contractor shall abide by them. All carpel shall be stretched drum tight in length and breadth direction by use of knee -kickers and power stretchers, eliminating wrinkles and bubbles. Al Specifications A Not to Scale -1 1 ') 1 -4 1 d q R 7 b l y I lu 1 11 1 12 1 13 14 DIVISION 9 (continued): 21. As carpet is laid, remove all trimmings, excess pieces of carpet and laying materials from each area as it is completed. 22. Restretch the carpet and repair seams, joints and edges once after the original installation is completed. Time of restretching shall be as directed by the owner, but within two (2) years after completion of initial installation and at no additional cost to the owner. 23. Any damage done to paint, walls, woodwork, doors and other finished surfaces shall be corrected by this contractor. Workmanship shall be in keeping with the highest standard of carpet installations. 24.Protect carpeting and rugs against damage of every kind. Cover with 6 mil thick polyethylene covering during the construction period, wherever protection is required, so that installation will be without any indication of deterioration, wear or damage. At the time of acceptance by the owner. Damaged material will be rejected. 25. Protection shall be maintained on each floor or area until accepted by the owne, without waiting until the entire project is complete. Protection will be required only in those zones where traffic of any consequence can reasonably be expected to occur, 26. Remove and replace rejected material with new material. At the completion of the work and when directed by the owner, remove covering, vacuum clean carpeting, and rugs and remove soil and stains to the satisfaction of the owner. 27. Recleaning will not be required after the work has been inspected and approved unless later operation make recleaning of certain portions necessary. 28. Submit proposed scope of material and instruction schedule to the architect for review approximately thirty (30) days before scheduled occupancy. 29. Mutually agreeable dates for receiving the training shall be arranged with the owner. 09795 - FLOORING UNDERLAYMENT 1. Floors shall be latexed to be true and level at all areas where it is required to maintain the proper relationship between the floor, adjacent floor finishes, and these areas shall include, but not be limited to, door openings, glass partitions, millwork installation, cabinet and shelving units, files etc. The maximum slope allowed to be 1/4" in 10'-0" in addition, provide latex where shown on drawings. If floor level is not in accordance with this floor level requirement it is the responsibility of the contractor to repair this deficiency prior to tenant construction. The General Contractor is to notify the Owner of any deficiencies prior to the start of construction. 2. Provide flooring underlayments to accommodate specified finish flooring. All materials to be in accordance with manufacturer's recommendations for each finished flooring material. 09910 - PAINT 1. Provide painting and related work as shown on the drawings.Paint all exposed painting surfaces except where natural finish of the material is obviously intended and/or noted not to be painted. 2. Apply two (2) finish coats of architect's approved paint (over the prime coat), unless indicated otherwise. Finish coats to be as follows: A. Walls: Eggshell Finish B. Ceilings: Flat Finish C. Doors/Door frames: semi gloss finish. Paint shall be of non- V.O.C. emission, Ultra Spec 500 as manufactured by Benjamin Moore or approved equal. 3. Provide all materials, brushes, tools, ladder, any equipment of any kind necessary for proper execution of the work. 4. Protect all hardware, lighting fixtures, etc. before painting. Protect all finish surfaces in areas where paint is being applied. 5. Workmanship shall be first class in every respect with all materials evenly spread and smooth without runs or sags. 6. All prime coat to be tinted to approximate shade of final coat. First coat to be primer/sealer for all previously finished surfaces as indicated on finish specifications. For new construction scheduled to receive paint, apply first coat of primer/sealer as indicated on finish specifications. All sections, spots or hot spots, after primary application shall be touched up before applying the second coat to produce a smooth and level surface. The final coat shall not be applied until after other trades whose operations would be detrimental to finish painting have finished their work in the areas to be painted. 7. Paint all scheduled hardwood trim. First coat primer, second and third enamel lacquer. 8. Work not included: Unless otherwise indicated, shop priming of ferrous metal items and fabricated components are included under their respective trades. Pre -finished items, are not included. Finished metals such as anodized aluminum, stainless steel, bronze , and similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance rating, names or nomenclature plates or code required labels. 9. Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by architect. 10. Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators and techniques best suited for materials and surfaces to which applied. 11. Apply additional coats when undercoats, stain or other conditions shown through final paint coat, until paint film is of uniform finish, color and appearance. 12. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 13. Omit first coat (primer) on metal surfaces which have not been shop primed and touch up painted, unless otherwise specified. 14. Apply prime coat to material which is required to be painted or finished and which has not been prime coated by others. 15. Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 2.5 mils. for entire coating system of prime and finish coats for coat work. 16. All exposed or visible ductwork, conduit, pipes, raceways, etc. shall be painted to match the ceiling (Benjamin Moore - Superspec Latex Paint, Color: Superwhite, flat finish) 17. Properly clean, prepare, and repair all surfaces prior to painting. Paint application shall be smooth, uniform, and free from defects. Prior to Final Inspection, remove all paint splatters, drops or drips for surrounding surfaces. All paint shall be commercial grade, and resist chipping and bleeding. Paint shall have no rub -off residue. DIVISION 10 - SPECIALTIES: 10562 - WIRE STORAGE SHELVING 1. Match existing wire closet shelving. 2. Basis -of -Design Product: Subject to compliance with requirements, provide Rubbermaid Home Products, Ventilated Wire Shelving or a comparable product, 3. Materials: All ventilated wire storage shelving shall be constructed of Grade C-1008 bright, basic, cold -drawn steel wire with average tensile strength of 100,000 psi. All steel wire shall be resistance welded at intersections of cross deck wires spaced at 1" increments and trimmed smooth. Tight Mesh steel wire spacing shall be on 1/2" increments and trimmed smooth. 6. Finishes: Material shall be cleaned and covered with an iron phosphate coating to ensure proper bond with finish coat. Finish all ventilated wire shelving with baked -on non-toxic and environmentally friendly epoxy coating. Finish coat shall consist of a continuous 3-5 mil epoxy -polyester hybrid powder coating to provide a hard, smooth, durable finish. 7. Mounting hardware: Mounting hardware components shall provide shelving installation to drywall partitions and walls without requiring mounting to concealed structural members. Support braces are required for 36" to 42" span. Back clips shall be mounted on 12" increments beginning 1-1/2" to 2" from side wall. 8. Fabricate ventilated wire storage shelving square, rigid, flat, and free of dents or distortion. Fabricate connections to form a rigid structure, free of buckling and warping. 9. Examination: Examine areas and conditions for compliance with requirements for installation tolerances, clearances, and other conditions affecting installation. Examine walls to which ventilated wire storage shelving will be attached for proper selection of appropriate fastening hardware. Installation hardware shall be included which does not require attachment to concealed structural framing. Proceed with installation only after unsatisfactory conditions have been corrected. 10. Install shelving system and accessories after finishing operations, including painting have been completed. Install system to comply with final layout drawings, in strict compliance with manufacturers printed instructions. Position units level, plumb; at proper location relative to adjoining units and related work. Adjust accessories to provide visually acceptable installation. 11. Remove and replace shelving components that are chipped, scratched, or otherwise damaged and which do not match adjoining work. Provide new matching units, installed as specified and in manner to eliminate evidence of replacement. 12. Adjust components and accessories to provide visually acceptable installation. 13. Remove surplus materials, rubbish and debris resulting from installation upon completion of work and leave areas of installation in neat clean condition. 8 1 9 ' 10 1 11 1 12 1 13 1 14 nn 1b I 1b -11 It5 1 Z cv DIVISION 10 (continued): 10431 - SIGNAGE 1. Room Signage: Provide ADA approved signage at utility rooms, properly addressing raised and braille characters, pictograms, finish and contrast, character proportion and height, and mounting height. Submit sample and full list of room name and numbers for approval by the tenant prior to order. 10520 - FIRE PROTECTION SPECIALTIES 1. Fire Sprinkler: No Work. (Existing system to remain.) DIVISION 11 -EQUIPMENT: Not Used DIVISION 12 - FURNISHINGS: Not Used DIVISION 13 - SPECIAL CONSTRUCTION: Not Used DIVISION 15 - MECHANICAL: 1. Mechanical and Plumbing Contractors shall thoroughly review all existing conditions, equipment, and systems prior to bidding. Verify conditions above ceiling. Refer to Divisions 1 & 2 of this specification for additional information. 2. The General Contractor shall review and verify the mechanical design with the Building Manager/Engineer prior to starting the work. 3. Refer to Mechanical Drawings for additional specification. DIVISION 16 - ELECTRICAL: 1. Electrical Contractors shall thoroughly review all existing conditions, equipment, and systems prior to bidding. Verify conditions above ceiling. Refer to Divisions 1& 2 of this specification for additional information. 2. All new above or ceiling mounted electrical items shall be installed and shall conform to all local, state and federal codes. 3. All emergency lighting, exit lighting, voice and or strobe notification systems shall be installed and shall conform to all local, state and federal codes. 4. Refer to Electrical Drawings for additional specification. /l A 15 1 16 1 17 1 18 1 19 120 121 122 123 124 co E 1Z as 0 o ca C -X `a CD CD C CM 0 S U U) CZ Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f pM@ L0Ism � FEB 27,101B D Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 - ����1 S T 6; AR11200135 STATE OF iN ©1 A Drawn By MGr Checked By JBT Specifications A3 Project Number.2015.443 © copyright 2017 T co 0 cc N 0 � UoR N N U ■� C co Elmo 00 LM Ln cc U) 0 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f pM@ L0Ism � FEB 27,101B D Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 - ����1 S T 6; AR11200135 STATE OF iN ©1 A Drawn By MGr Checked By JBT Specifications A3 Project Number.2015.443 © copyright 2017 T C CD 0 .2 N U ■� C co Elmo CD C Uas -Y cc a� "0 Cn 0 t` Qcc) Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f pM@ L0Ism � FEB 27,101B D Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 08 Sept 2017 - ����1 S T 6; AR11200135 STATE OF iN ©1 A Drawn By MGr Checked By JBT Specifications A3 Project Number.2015.443 © copyright 2017 T 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 MECHANICAL SYMBOL LEGEND SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED SECTION 15000 - MECHANICAL SPECIFICATIONS R DOMESTIC COLD WATER __0 PIPING ELBOW UP 11 .�' GENERAL REQUIREMENTS DUCTWORK ELBOW (WITH AND WITHOUT TURNING VANES) A. ALL WORK SHALL BE /A ACCORDANCE W/ LATEST EDITION OF INTERNATIONAL BUILDING, MECHANICAL & PLUMBING CODES, CODES AS PIPING ELBOW DOWN ADOPTED BY CITY, COON STATE & ALL OTHER APPLICABLE CODES. SIDEWALL DIFFUSER /GRILLE B. FURNISH & INSTALL AL. LABOR & MATERIALS REQUIRED FOR COMPLETE, FUNCTIONING, MECHANICAL & PLUMBING SYSTEMS W/ALL ASSOCIATED EQUIPMENT i APPARATUS AS SHOWN ON PLANS. "PROVIDE" MEANS TO FURNISH & INSTALL. — C. OBTAIN & PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF THIS WORK & SHALL MAKE ARRANGEMENTS FOR MODIFICATIONS TO WATER, WASTE BELOW GRADE OR FLOOR GAS & SEWER CONNECTIC NS TO BUILDING AS REQUIRED. D. ALL MATERIALS SHALL IBE NEW & SHALL BARE UL LABEL WHERE APPLICABLE. PLUMBING VENT E. VISIT SITE & OBSERVE CONDITIONS UNDER WHICH WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE CALLED TO ARCHITECTS ATTENTION. Q NO SUBSEQUENTALLOWANCE WILL BE MADE IN CONTRACT FOR ANY ERROR OR NEGLIGENCE ON CONTRACTOR'S PART. INDICATES CONNECT TO EXISTING F. FINAL ACCEPTANCE OF WORK SHALL BE SUBJECT TO CONDITION THAT ALL SYSTEMS, EQUIPMENT, APPARATUS & APPLIANCES OPERATE PLUMBING FIXTURE AND CALLOUT SATISFACTORILY AS DESIGNED & INTENDED. WORK SHALL INCLUDE REQUIRED ADJUSTMENT OF SYSTEMS & CONTROL EQUIPMENT INSTALLED PIPING TEE DOWN UNDER THESE SPECIFICATIONS. G. WARRANT TO OWNER QUALITY OF MATERIALS, EQUIPMENT, WORKMANSHIP & OPERATION OF EQUIPMENT PROVIDED UNDER THESE FLOOR DRAIN, AREA DRAIN, OR FLOOR SINK SPECIFICATIONS FOR ONE YEAR FROM & AFTER COMPLETION OF BUILDING & ACCEPTANCE OF MECHANICAL SYSTEMS BY OWNER. SHUTOFF VALVE H. ALL MATERIALS INS T ED IN PLENUMS SHALL BE NONCOMBUSTIBLE OR HAVE FLAME/SMOKE INDEX OF NO MORE THAN 25/50 IN ACCORDANCE W/ASTM E 84, 1, ROOF PENETRATIONS MADE BYAUTHORIZED ROOFING CONTRACTOR WHEN REQUIRED. P SECTION 15100 - PLUMBING PIPING P ■� A. WATER PIPING -ALL W ITER PIPING SHALL BE 95-5 TIN -ANTIMONY JOINED TYPE L COPPER. INSULATE W/ FIBERGLASS W/ASJ & PVC COVERS. THICKNESS INAC CORDANCE W/ASHRAE 90.1. B. WASTE & VENT PIPING - CI BELL & SPIGOT OR HUBLESS CI W/ NEOPRENE GASKET FITTINGS W/ STAINLESS STEEL BANDS. SCHED 40 PVC W/ SOLVENT WELDS MAY BE JSED WHERE ALLOWED BY LOCAL CODE. PVC NOT ALLOWED IN PLENUMS. VALVES A. EQUIVALENT VALVES LISTED ON CURRENT COMPARISON CHARTS OF SPECIFIED VALVE MANUFACTURERS BY MILWAUKEE, STOCKHAM, POWELL, RED -WHITE, CRANE, APOLLO, MUELLER, MUESSCO, WATTS, HAYS, ROCKWELL-NORDSTROM. N B. BALL VALVES - 2"& UNDER -BRONZE FULL PORT W/ TEFLON SEATS, BRONZE BALL & INSULATED HANDLE. C. BALANCING VALVES -ARMSTRONG MODEL CBV I OR CBV II, 125 PSI -WP AT 250 DEGREES F., METER CONNECTIONS W/ BUILT-IN CHECK VALVES SCREWED OR FLANGED ENDS, PROVIDE POLYURETHANE INSULATION COVER. N D. CHECK VALVES - 2" & MALLER SCREWED OR SOLDER BRONZE CHECK VALVE, 200 PSI-WOG/125 PSI-WSP, TEFLON OR BRONZE DISC & SEAT RING. 2-112"& LARGER FLANGED, ASTM 126 IRON BODY, BRONZE TRIMMED, 20OPSI-WOG/125 PSI-INSP. FIXTURES - SEE SCHEDULES A. FIXTURES: OWNER FURNISHED, CONTRACTOR INSTALLED. EXECUTION A. PROVIDE UNIONS OR FLANGED JOINTS IN EACH PIPELINE PRECEDING CONNECTIONS TO EQUIPMENT TO ALLOW REMOVAL FOR REPAIR OR M REPLACEMENT. PROVIDE ALL SCREWED & CONTROL VALVES W/ UNIONS ADJACENT TO EACH CONNECTION. PROVIDE SCREWED END VALVES W/ UNION ADJACENT TO VALVE UNLESS VALVE CAN BE OTHERWISE EASILY REMOVED FROM LINE. B. AFTER PIPING IS IN PLACE TEST LINES TO INSURE NO LEAKS. C. ALL PIPING & EQUIPMENT SHALL BE SUPPORTED PROPERLY FROM STRUCTURE. D. ESCUTCHEONS -PROVIDE NICKEL -BRASS OR CHROME PLATED ON ALL EXPOSED PIPES WHEN PASSING THRU WALL OR CEILING OF FINISHED ROOMS. J D. VERIFY FLOOR MATERIALS USED FROM ARCHITECTURAL PLANS & PROVIDE PROPER CLEANOUT TOPS, WHERE THEY OCCUR IN CARPET, QUARRY TILE, VINYL TILE OR CERAMIC TILE. SECTION 15200 - FIRE SUPPRESSION SYSTEMS L GENERAL REQUIREMENTS A. PROVIDE MODIFICATIONS TO EXISTING WET OR COMBINATION WET/DRY SPRINKLER SYSTEM AS REQUIRED FOR BUILDING, OR AREA OF WORK SHOWN ON DRAWINGS, COMPLETE W/ALARM VALVES, DRAIN VALVES, MAINS, RISERS, BRANCHES, SPRINKLER HEADS, TEST PIPES, GAUGES, EXTERIOR ELECTRIC BELL & DIALERS AS SHOWN OR REQUIRED. COORDINATE ALL WIRING & CONDUIT FOR A COMPLETE & FUNCTIONAL INSTALLATION. B. AN APPROVED AUTOMATIC SPRINKLER CONTRACTOR SHALL PERFORM ALL WORK UNDER THIS HEADING. SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE W/ NFPA 13 UNDERWRITERS LABORATORIES (UL), & MUST BE ACCEPTABLE TO OWNER'S INSURER, AUTHORITY HAVING JURISDICTION & ALL APPLICABLE LOCAL, STATE & NATIONAL CODES & STANDARDS. WHERE CONTRACT DOCUMENTS EXCEED REQUIREMENTS OF REFERENCED CODES, STANDARDS, ETC., CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE C. SPRINKLER SYSTEM SHALL BE CERTIFIED, CONTRACTOR SHALL RETAIN CERTIFICATION UNTIL CONTRACTOR TURNS COPIES OF CERTIFICATES & PERMITS OVER TO OWNER, CONTRACTOR SHALL BE APPROVED & STATE LICENSED FOR DESIGN & INSTALLATION OF FIRE PROTECTION K SYSTEMS. WORK DONE UNDER THIS SECTION SHALL BE PERFORMED ONLY BYA CONTRACTOR WHOSE WORKMEN ARE EXPERIENCED & REGULARLY ENGAGED IN INSTALLATION OF FIRE PROTECTION SYSTEMS. SPRINKLER HEADS A. SPRINKLER HEADS -AS REQUIRED BY NFPA 13 MANUFACTURED BY CENTRAL, VIKING, STAR, RELIABLE, GRINNELL, AUTOMATIC. CONCEALED CHROME PLATED BRASS WHERE EXPOSED. SIDEWALL WHERE REQUIRED. PROVIDED W/ NECESSARY HARDWARE FOR MOUNTING INTO HARD OR ACOUSTICAL CEILINGS. EFERENCEARCHITECTURAL DRAWINGS FOR CEILING TYPES & LOCATIONS. WHERE NO CEILINGS OCCUR, PROVIDE STANDARD BRASS UPRIGHT OR PENDANT AS REQUIRED BY CONSTRUCTION. B. SPRINKLER HEADS SHALL BE UNDERWRITERS -APPROVED, AUTOMATIC SPRAY TYPE. TEMPERATURE RATING OF HEADS SHALL BE 165 DEG F., EXCEPT FURNISH 212 DEG F. HEADS WHERE REQUIRED. J C. LOCATION OF SPRINKLER HEADS IS NOT SHOWN ON DRAWINGS BUT NEVERTHELESS SHALL BE FURNISHED & INSTALLED TO MEET REQUIREMENTS OF SPECIFICATIONS & NFPA. CENTER HEADS IN 2X2 TILE SPACEING IN ACOUSTIC CEILINGS. LOCATION OF HEADS SHALL BE AS APPROVED BY ARCHITE T. PROVIDE HEAD GUARDS WHERE REQUIRED BY NFPA. FURNISH SPARE HEADS & WRENCHES MOUNTED IN METAL CASES WHERE DIRECTED BY ARCHITECT & AS REQUIRED BY NFPA. EXECUTION A. ALL MODIFICATIONS & ADDITIONS SHALL BE PERFORMED WITHOUT HAMPERING PROPER OPERATION OF REMAINING SYSTEM. SHOP DRAWING SUBMITTALS SHALL INDICATE BY CALCULATION TOTAL SYSTEM COMPLIANCE. B. PROVIDE INSTALLATION OF WATER FLOW SWITCHES & TAMPER SWITCHES ON BYPASS LINES & SHUT OFF VALVES. WIRING BY ELECTRICAL CONTRACTOR. COORDINATE W/ FIRE ALARM SYSTEM. H C. PIPING IN AREAS HAVING CEILINGS, OTHER THAN UNDERSIDE OF ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAYBE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM DECK. ALL PIPING SHALL BE CLEAN & FREE OF RUST, INSTALL SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED & SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS & MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING, CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING /N CEILING SPACE SHALL BE AT AN ELEVATION ABOVE TOP OF LIGHT FIXTURES & AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT FIXTURES & AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING & PROVIDE ALL OFFSETS, BENDS, & ELBOWS AROUND ALL MECHANICAL, ELECTRICAL, & STRUCTURAL MEMBERS AS REQUIRED. SECTION 15300 - HVAC GENERAL A. PROVIDE COMPLETE HVAC SYSTEM AS SHOWN ON DRAWINGS INCLUDING ALL NECESSARY EQUIPMENT, DUCTWORK, DIFFUSERS, GRILLES, & G FILTERS. PROVIDE OPERATING & MAINTENANCE INSTRUCTIONS ON ALL EQUIPMENT. B. ALL HVAC WORK SHALL BE DONE IN STRICT ACCORDANCE W/ALL REQUIREMENTS OF LOCAL BUILDING CODE, ASHRAE, NEC, NFPA & ALL OTHER APPLICABLE CODES HAVING JURISDICTION. DUCTWORK A. HVAC DUCTWORK S LL BE GALV SHEET METAL OF GAUGES & JOINT TYPES SPECIFIED IN SMACNA MANUAL, PROVIDE TURNING VANES IN ELBOWS. B. VOLUME DAMPERS SHALL BE MANUAL LOCKING BLADE TYPE. D. ALL DUCTWORK MUST BE SUPPORTED PROPERLY FROM STRUCTURE. G. WRAP ALL SUPPLY& OUTSIDE AIR HVAC DUCTWORK W1 CERTAINTEED 1-112" THICK INSULATION W1 VAPOR BARRIER IN CONCEALED F LOCATIONS. ALSO LINE FIRST 10' OF SUPPLY DUCTWORK FOR SOUND ATTENUATION (IN ADDITION TO WRAP) LINE ALL RETURN AIR DUCTS & TRANSFER BOOTS W/ %" LINER. DO NO WRAP EXPOSED SPIRAL DUCTS. SPECIALTIES A. DIFFUSERS & GRILLES - SEE SCHEDULE. EQUIVALENT BY PRICE, TUTTLE & BAILEY, TITUS, METAL-AIRE, KRUEGER. COORDINATE COLOR, MOUNTING W/ DUCT, CEILINGS, ARCHITECT. EXECUTION A. COORDINATE WIEIC TO PROVIDE ALL WIRING BETWEEN EQUIPMENT, DAMPERS, THERMOSTATS & ALL OTHER REQUIRED CONTROLS & DEVICES. PROVIDE ANY REQUIRED INTERFACES TO FIRE ALARM OR SIMILAR SYSTEMS. E SECTION 15900 - SYSTEM TESTING & BALANCING A. CONTRACTOR SHALL PROCURE SERVICES OF INDEPENDENT TAB CONTRACTOR WHICH SPECIALIZES IN TAB OF HVAC SYSTEMS, TO BALANCE, ADJUST, & TEST AIR MOVING EQUIPMENT & DISTRIBUTION & EXHAUST SYSTEMS & ALL WATER FLOW CIRCUITS, WORK SHALL BE DONE UNDER ENGINEER EMPLOYED TAB. ALL INSTRUMENTS USED SHALL BE ACCURATELY CALIBRATED & MAINTAINED IN GOOD WORKING ORDER. IF REQUESTED TESTS SHALL BE CONDUCTED IN PRESENCE OF A/E RESPONSIBLE FOR PROJECT &/OR REPRESENTATIVE. TAB CONTRACTOR SHALL BE CERTIFIED BY NEBB OR AABC & ALL WORK SHALL BE PERFORMED IN ACCORDANCE W/ ORGANIZATIONS PUBLISHED PROCEDURE MANUALS. B. TESTING & BALANCING (TAB) OF BUILDING HVAC SYSTEMS WILL BE COMPLETED NEAR END OF CONSTRUCTION. WC HAS RESPONSIBILITY TO COOPERATE W/, MAKE ADJUSTMENTS FOR & PROVIDE EQUIPMENT NECESSARY FOR TAB CONTRACTOR TO COMPLETE JOB. C. PRIOR TO REQUESTING TAB CONTRACTOR TO PERFORM WORK, INSTALLING CONTRACTOR SHALL MAKE ALL NECESSARY INSPECTIONS & ADJUSTMENTS TO INSURE THAT SYSTEMS ARE COMPLETELY INSTALLED & OPERATING ACCORDING TO MANUFACTURER'S RECOMMENDATIONS & D CONTRACT DOCUMENTS. D. CHECKS SHALL BE PERFORMED ON EACH SYSTEM INSTALLED UNDER THIS CONTRACT, REPORT SHEET SHALL BE PREPARED FOR EACH SYSTEM INDICATING CHECKS MADE, CORRECTIVE ACTION TAKEN WHERE REQUIRED, DATE & NAME OF INSPECTOR. SUBMIT (1) COPY TO TAB CONTRACTOR & (1) TOA/E. TAB CONTRACTOR WILL NOT BEGIN UNTIL CHECKLIST HAS BEEN RECEIVED & REVIEWED. E. TAB CONTRACTOR SHALL AT MINIMUM: VERIFY & INSPECT THAT SYSTEMS ARE CLEAN, FAN ROTATION, BEARINGS, CLEARANCES, ALIGNMENT, VIBRATION ISOLATORS, FILTERS, DAMPER OPERATION & POSITION, EQUIPMENT IS INSTALLED, TRANSFER OPENINGS IN WALLS, AIR LEAKS, COIL FINS/DAMAGE. F. BALANCING CONTRACTOR SHALL PREPARE CERTIFIED REPORT OF ALL TESTS PERFORMED. REPORT SHALL BE WRITTEN ON STANDARD FORMS PREPARED BY NEBB OR AABC OR FACSIMILES THEREOF. BALANCING CONTRACTOR SHALL SUBMIT 3 COPIES OF THIS REPORT TO MIC WHO SHALL SUBMIT THEM TO A/E FOR REVIEW & DISTRIBUTION. C G. TAB REPORTS SHA INCLUDE LINE DRAWING OF EACH SYSTEM AS INSTALLED, LINE DRAWING OF HVAC PIPING AS INSTALLED; AN ELEVATION OF EACH AIR HANDLIN UNIT AS INSTALLED SHOWING OUTDOOR, RETURN & SUPPLY AIR CONNECTIONS, COIL & DAMPERS ARRANGEMENTS, PSYCHOMETRIC CHART ON EACH AHU, W/ COOLING COIL, SHOWING OUTDOOR RETURN, MIXED AIR TEMPS AT MINIMUM OUTDOOR AIR CONDITION, COIL LEAVING AIR CONDITION AT FULL COOLING COIL FLOW. TAB REPORT SHALL INCLUDE ALL NEBB OR AABC FORMS COMPLETED AS REQUIRED BY CERTIFICATION. H. TAB CONTRACTOR SHALL CYCLE EACH AHU THROUGH CONTROL SEQUENCE OF OPERATION TO VERIFY PROPER OPERATION, ANY INCONSISTENCY W/ CONTRACT DOCUMENTS SHALL BE REPORTED TO A/E & TEMP CONTROL CONTRACTOR. TEMP CONTROL CONTRACTOR SHALL TAKE ACTION TO CORRECT ANY CONTROL INCONSISTENCYAS REPORTED BY TAB CONTRACTOR. I. DURING INSTALLATION OF HVAC SYSTEMS TAB CONTRACTOR SHALL PERIODIC INSPECTION VISITS TO PROJECT SITE. PROPER PLACEMENT & INSTALLATION OF CONTROL & BALANCING DEVICES SHALL BE VERIFIED BY THESE INSPECTIONS. MIC SHALL MAKE ALL CORRECTIONS IN CONTROL & BALANCING DEVICE LOCATIONS AS REQUESTED BY TAB CONTRACTOR. FOLLOWING EACH VISIT TAB CONTRACTOR SHALL REPORT TO B A/E ALL ITEMS NOTED,CTION TAKEN & PROGRESS OF INSTALLATION. MECHANICAL SYMBOL LEGEND SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED T'T - f� HIGH -EFFICIENCY DUCT TAKEOFF (WITH AND WITHOUT MANUAL DAMPER) — DOMESTIC COLD WATER __0 PIPING ELBOW UP 11 .�' c Y c� DUCTWORK ELBOW (WITH AND WITHOUT TURNING VANES) DOMESTIC HOT WATER 7 PIPING ELBOW DOWN — — -- R SIDEWALL DIFFUSER /GRILLE --- RECIRCULATING DOMESTIC HOT WATER— PIPING TEE — — SUPPLY AIR FLOW INDICATOR WASTE BELOW GRADE OR FLOOR Q N PIPING ELBOW THERMOSTAT N d' PLUMBING VENT —O— PIPING TEE UP r 00 INDICATES CONNECT TO EXISTING }�� 0:Z) Im WC -1 S-1 PLUMBING FIXTURE AND CALLOUT —e— PIPING TEE DOWN � Q FLOOR DRAIN, AREA DRAIN, OR FLOOR SINK in O a) SHUTOFF VALVE ENLARGED DEMOLITION PLAN - UNITS 145 & 147 SCALE: 1/4" = V-0" A 1 1 2 13 1 4 15 1 6 7 8 19 10 11 12 13 14 GENERAL DEMOLITION NOTES 1. ALL WORK SHOWN DARK AND DASHED IS TO BE DEMOLISHED. WORK SHOWN LIGHT IS EXISTING TO REMAIN. 2. REFER TO ARCHITECTURAL PLANS FOR FURTHER EXTENT OF DEMOLITION REQUIREMENTS. 3. ALL EXISTING PIPING SCHEDULED FOR DEMOLITION THAT ROUTES BELOW SLAB SHALL BE GROUND FLUSH WITH FLOOR, PLUGGED AND THE FLOOR PATCHED TO MATCH SURROUNDING FLOOR. 4. COORDINATE ALL DEMOLITION WORK WITH OWNER. 5. CONTACT UTILITY LOCATING SERVICE TO LOCATE EXACT LOCATION OF UTILITIES BELOW GRADE. & MAINTAIN ALL EXISTING DEVICES, EQUIPMENT, ASSOCIATED CIRCUITS ETC, SHOWN AS EXISTING TO REMAIN OR OTHERWISE UNRELATED TO THE SCOPE OF THE PROJECT IN WORKING ORDER. 7. CONTRACTOR SHALL REMOVE LAY -IN CEILINGS, LIGHT FIXTURES, ETC. AS REQUIRED FOR CONSTRUCTION WHERE NEEDED PRIOR TO DEMOLITION AND REPLACE SAME AFTER CONSTRUCTION. EXISTING CONDUITS ABOVE CEILINGS SHALL BE RELOCATED AND/OR TEMPORARILY REMOVED TO FACILITATE THE INSTALLATION OF NEW EQUIPMENT. 8. THE OWNER SHALL REMOVEALL ITEMS THEY DESIRED TO SALVAGE PRIOR TO CONSTRUCTION BEGINNING, 9. NOTES AND DRAWINGS ARE BASED UPON A FIELD EXAMINATION OF THE SITE AND MAY NOT INDICATEALL ITEMS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND THE SCOPE OF WORK FOR THE CONTRACT PRIOR TO BID. ANY EXISTING CONDITION WHICH IS APPARENT OR COULD BE REASONABLY INFERRED FROM A VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT AMOUNT. 10. REFER TO NEW WORK PLANS FOR ANY ITEMS THAT MAY REQUIRE RELOCATION AFTER DEMOLITION. 11. PROPERLY DISPOSE OF ALL DEMOLISHED ITEMS OFF SITE. 12. REMOVE ALL MISCELLANEOUS CONDUITS, PIPES, ETC, THOUGH NOT SPECIFICALLY SHOWN ON PLAN, THAT ARE EITHER UNUSED OR WILL BECOME UNUSED DUE DEMOLITION ACTIVITIES, IN ORDER TO PROVIDE A "CLEAN" SPACE FOR THE OWNER. 13. PROTECT ALL EXISTING SURFACES AND EQUIPMENT DURING CONSTRUCTION. EXISTING ITEMS TO REMAIN SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORK, AS REQUIRED. ANY ITEMS DAMAGED OR MARRED SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNERS SATISFACTION TO ORIGINAL CONDITION BEFORE CONSTRUCTION. 14, PATCH ANY HOLES IN STRUCTURE CREATED BY REMOVAL OF DUCTWORK, CONDUITS, PIPES, ETC. 15. REMOVE ALL ITEMS SHOWN IN WALLS TO BE DEMOLISHED. ALL ELECTRICAL CONDUIT AND WIRING SHALL BE REMOVED BACK TO PANELBOARDS AND PROPERLY TERMINATED. 16. SAW CUT FLOOR FOR THE INSTALLATION OF NEW SANITARY PIPING. REFER TO PLUMBING PLANS SHOWING NEW WORK. 17. SAVE, CLEAN, AND RE -LAMP ALL LIGHT FIXTURES NOTED AS BEING RELOCATED. REFER TO NEW WORK PLANS AND LIGHT FIXTURE SCHEDULE FOR DESCRIPTIONS, QUANTITIES, AND LOCATIONS OF FIXTURES TO BE RE -USED. KEYED NOTES - MECHANICAL PLAN EIREMOVE EXISTING SINK AND CAP PIPING BACK TO MAIN. COORDINATE WITH OWNER IF FIXTURE SHALL REMAIN ON SITE ASA SPARE FIXTURE. [2 REMOVE EXISTING BACK BOX AND CAP PIPING AT MAIN. COORDINATE WITH OWNER IF FIXTURE SHALL REMAIN ON SITE ASA SPARE FIXTURE. ❑3 EXISTING FIXTURE SHALL REMAIN IN PLACE. F4 EXISTING PTAC SHALL REMAIN IN PLACE ALONG WITH ALL ASSOCIATED ELECTRICAL AND CONTROLS. 15 16 17 18 22 1 23 1 24 19 M Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f L 11 (lu FEB 2 7,1018 D By J Carmel Senior Living H Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 G S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 F ISSUED FOR: ISDH/IDHS Review 8 September 2017 E D ``���auunuuv - f/PE11200498. .o'. STATE OF ENLARGED NEW WORK PLAN - NEW UNIT 147 .,5,,,;;,;;;;,,,,,G,.,, `S10NAL E SCALE: 1/4" = V-0" 9� 20 21 22 Drawn By DET Checked By B Mechanical kk RL X NGINEEtl PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 13300 W 98TH STREET LENEXA, KS 66215 913.492.2400 WWW.PKMRENG.COM M 1 A 23 24 Project Number: 2015.443 (,Cj' Copyright 2015 E o CZ a`) c Y c� m (D : R 0 _ �cz U cz C 0O Q N N d' — (p r 00 Q U)O � � C O1 in O a) O ) C cz P ■� c — co NO 70 U � a L Q � co N M Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa,Kansas 66215 913.492.2400 p / 913.492.2437 f L 11 (lu FEB 2 7,1018 D By J Carmel Senior Living H Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 G S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 F ISSUED FOR: ISDH/IDHS Review 8 September 2017 E D ``���auunuuv - f/PE11200498. .o'. STATE OF ENLARGED NEW WORK PLAN - NEW UNIT 147 .,5,,,;;,;;;;,,,,,G,.,, `S10NAL E SCALE: 1/4" = V-0" 9� 20 21 22 Drawn By DET Checked By B Mechanical kk RL X NGINEEtl PEARSON KENT MCKINLEY RAAF ENGINEERS LLC 13300 W 98TH STREET LENEXA, KS 66215 913.492.2400 WWW.PKMRENG.COM M 1 A 23 24 Project Number: 2015.443 (,Cj' Copyright 2015 1 Z 3 4 0 t) / t3 y iu I"I 1L I3 I4 I5 lb 1I 1O SECTION 16000 - ELECTRICAL SPECIFICATIONS SECTION 16000 - ELECTRICAL REQUIREMENTS GENERAL REQUIREMENTS A. ALL WORK SHALL BE IN ACCORDANCE W/LATEST EDITION OF INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE, NFPA, CODESAS ADOPTED BY CITY, COUNTY, STATE & ALL OTHER APPLICABLE CODES. B. ALL MATERIALS & EQUIPMENT SHALL BE NEW & SHALL BEAR U.L. LABEL WHERE APPLICABLE. PROVIDE WATERPROOF EQUIPMENT ENCLOS RES WHERE REQUIRED. C. OBTAIN & PAY tO ALL PERMITS REQUIRED FOR EXECUTION OF THIS WORK & SHALL MAKE ARRANGEMENTS FOR MODIFICATIONS TO ELECTRICAL CONNECTIONS TO BUILDING AS REQUIRED. D. CONTRACTOR SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED TO HAVE COMPLETE FUNCTIONING ELECTRICAL LIGHTING & POWER SYSTEMS TOGETHER W/ALL ASSOCIATED EQUIPMENT & APPARATUS AS SHOWN ON PLANS. E. WHERE AN ELECTRICAL DEVICE IS REQUIRED BY CODE BUT NOT SHOWN, IT SHALL BE PROVIDED AS THOUGH FULLY SHOWN & SPECIFIED. F. CONTRACTOR SHALL VISIT SITE & OBSERVE CONDITIONS UNDER WHICH WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE CALLED TO ARCHITECTS ATTENTION. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION FOR ANY ERROR OR NEGLIGENCE ON CONTRACTOR'S PART. G. FINAL ACCEPTANCE OF WORK SHALL BE SUBJECT TO CONDITION THAT ALL SYSTEMS, EQUIPMENT, APPARATUS & APPLIANCES OPERATE SATISFACTORILYAS DESIGNED & INTENDED. WORK SHALL INCLUDE REQUIRED ADJUSTMENT OF SYSTEMS & CONTROL EQUIPMENT INSTALLED UNDER THESE SPECIFICATIONS. H. WARRANT TO OWNER QUALITY OF MATERIALS, EQUIPMENT, WORKMANSHIP & OPERATION OF EQUIPMENT PROVIDED UNDER THESE SPECIFICATIONS FOR ONE YEAR FROM & AFTER COMPLETION OF BUILDING & ACCEPTANCE OF MECHANICAL SYSTEMS BY OWNER. 1. ALL MATERIALS INSTALLED IN PLENUMS SHALL BE NONCOMBUSTIBLE OR HAVE FLAME/SMOKE INDEX OF NO MORE THAN 25/50 IN ACCORDANCE W/ASTM E 84, SECTION 16100 - CONDUIT & CONDUCTORS A. FOLLOW CIRCUITING SHOWN ON PLANS. USE NO CONDUIT SMALLER THAN 1/2" & NO CONDUCTORS SMALLER THAN #12 GA. UNLESS NOTED OTHERWISE. B. WIRE SHALL BE IN NON -FLEXIBLE METALLIC CONDUIT (EMT, IMC OR RMC) FOR ALL CIRCUITS AND FEEDERS GREATER THAN 30A. C. MC CABLE ACCEPTABLE FOR BRANCH CONVENIENCE CIRCUITS AND LIGHTING CIRCUITS. DO NOT DAISY CHAIN LIGHT FIXTURES D. LIGHTING & RECEPTACLE CIRCUIT CONDUCTORS SHALL BE COPPER THWN/THHN 600 VOLT, 75 DEG C, COLOR CODED AS DESCRIBED UNDER APPLICABLE CODES. NO ROMEX, PLASTIC FLEX TUBING ETC PERMITTED. LIGHT FIXTURE WIRE INSULATION SHALL HAVE TEMP RATING NOT LESS THAN INDIVIDUAL FIXTURE MANUF RECOMMENDED RATING. E. CIRCUITS W/ NO.8 OR LARGER CONDUCTORS, MOTOR CIRCUITS, POWER & FEEDER CIRCUITS & BUILDING SERVICE FEEDERS SHALL BE COPPER THWN/THHN 600 VOLT, 75 DEG C. F. ALL CONDUIT, JUNCTION BOXES, ETC. ABOVE CEILINGS SHALL BE SUPPORTED FROM STRUCTURE. PIPE SLEEVES, HANGERS & SUPPORTS SHALL BE FURNISHED & SET & CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER & PERMANENT LOCATIONS. SECTION 16200 - GROUNDING A. SUPPLEMENT GROUNDED NEUTRAL OF SECONDARY DISTRIBUTION SYSTEM W1 EQUIPMENT GROUNDING SYSTEM, INSTALLED SO THAT METALLIC STRUCTURES, ENCLOSURES, RACEWAYS, JUNCTION BOXES, OUTLET BOXES, CABINETS, MACHINE FRAMES, PORTABLE EQUIPMENT & OTHER CONDUCTIVE ITEMS OPERATE CONTINUOUSLYAT GROUND POTENTIAL & PROVIDE LOW IMPEDANCE PATH FOR GROUND FAULT CURRENTS. B. SYSTEM SHALL COMPLY W/ NATIONAL ELECTRICAL CODE, DRAWINGS & AS SPECIFIED. C. PROVIDE IN CONDUIT GREEN INSULATED COPPER GROUND CONDUCTOR TO MAIN METALLIC WATER SERVICE ENTRANCE & CONNECT BY MEANS OF ADEQUATE GROUND CLAMPS. D. EQUIPMENT GROUNDING CONDUCTORS FOR BRANCH CIRCUIT HOME RUNS SHOWN ON DRAWINGS SHALL INDICATE AN INDIVIDUAL & SEPARATE GROUND CONDUCTOR FOR THAT BRANCH CIRCUIT WHICH SHALL BE TERMINATED AT BRANCH CIRCUIT PANELBOARD, SWITCHBOARD, OR OTHER DISTRIBUTION EQUIPMENT. E PROVIDE LOW VOLTAGE DISTRIBUTION SYSTEM W/SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR EACH SINGLE OR THREE-PHASE FEEDER. SINGLE PHASE 120 VOLT BRANCH CIRCUITS FOR LIGHTING & POWER SHALL CONSIST OF PHASE & NEUTRAL CONDUCTORS & GREEN GROUND CONDUCTOR INSTALLED IN COMMON CONDUIT WHICH SHALL SERVEAS GROUNDING CONDUCTOR. F. GROUNDING CONDUCTORS SHALL BE AS SHOWN ON PLANS OR IF NOT SPECIFICALLY SHOWN SHALL BE NO SMALLER THAN THAT REQUIRED BY NEC. SECTION 16300 - ELECTRICAL EQUIPMENT A. JUNCTION BOXES & OUTLET BOXES SHALL BE GALVANIZED KNOCKOUT TYPE. LIGHTING FIXTURE BOXES IN CEILINGS SHALL NOT BE LESS THAN 4" OCTAGONAL KNOCKOUT TYPE. OUTLETS SHALL BE INSTALLED IN LOCATIONS SHOWN ON DRAWINGS EXCEPT OUTLETS MAYBE MOVED 4 FEET IN EITHER DIRECTION IF SO DIRECTED, WITHOUT ADDITIONAL COST BOXES SHALL BE FLUSH MOUNTED ON WALLS FOR CONCEALED WORK. GANGABLE BOXES SHALL BE USED IN ALL GYPBOARD SURFACES. PANELBOARDS A. NEW BREAKERS SHALL MATCH EXISTING TYPES IN RESPECTIVE PANELBOARD, AND MAINTAIN THE EXISTING SHORT CIRCUIT RATING OF THE PANELBOARD. SECTION 16350 - ELECTRICAL IDENTIFICATION A. MANUFACTURED LABELS FOR EACH PANELBOARD & TRANSFORMER. TYPEWRITTEN PANEL SCHEDULES MOUNTED IN PANELS B. PRINTED TAPE STYLE LABEL FOR EACH RECEPTACLE INDICATING PANEL & CIRCUIT #. C. MANUFACTURED LABELS FOR ALL DISCONNECT SWITCHES INDICATING EQUIPMENT SERVED. D. BRANCH CIRCUITS -IDENTIFY EACH CIRCUIT W/ WIRE MARKERS WHEN ENCLOSURE LABEL AND WIRE COLORS DO NOT PROVIDE ENOUGH INFORMATION TO IDENTIFY EACH CIRCUIT WITHOUT TRACING. FEEDERS & BRANCH CIRCUIT HOME RUNS W/ WIRE MARKER W/PANEL & CKT #. BOX COVERS ABOVE LAY -IN CEILINGS NEATLY MARKED W/ INDELIBLE MARKER. E. FIRE ALARM -NAMEPLATE ON EACH FIRE ALARM TERMINAL CABINET. LABEL ALL WIRING. SECTION 16400 - WIRING DEVICES A. CONVENIENCE OUTLETS -SPEC GRADE 20 AMP DUPLEX W/ GROUND & MATCHING WALL PLATES. OTHER OUTLETS SHALL BE VERIFIED W/EQUIPMENT SUPPLIERS FOR PROPER NEMA CONFIGURATIONS. PROVIDE GFIC RATED DEVICES WHERE INDICATED AND AS REQ'D PER CODE. B. LIGHT SWITCHES -SPEC GRADE 20 AMP TOGGLE SWITCHES W/MATCHING WALL PLATES. F. COLOR OF DEVICES TO MATCH EXISTING DEVICES IN BUILDING. G. EQUIVALENT DEVICES BY LEVITON, BRYANT, HUBBEL, WATTSTOPPER, LITHONIA, SENSOR SWITCH. EXECUTION A. ALL OUTLETS, SHALL BE MOUNTED W1 BOTTOM AT 18" AFF & SWITCHES W1 BOTTOM AT 44" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISEgN PLANS. REFER TO ARCH FOR OTHER REQUIRED ELEVATIONS AND CABINETRY COORDINATION. SECTION 16500 - LUMINAIRES, LAMPS & BALLASTS LUMINAIRES A. PROVIDE LIGHTING FIXTURES W/LAMPS & ACCESSORIES REQ'D FOR HANGING. COORD MOUNTING OF LIGHTING FIXTURES W/ ARCHITECT & GIC. ADDITIONAL FIXTURE SUPPORTS SHALL BE PROVIDED BY E/C. SUPPORTS SHALL COMPLY W1 LATEST EDITION OF NEC. PROVIDE LIGHTING FIXTURE SECURING CLIPS AS REQUIRED, CONSULT ARCH PLANS FOR CEILING TYPES & PROVIDE SURFACE & RECESSED LIGHTING FIXTURES WI APPROPRIATE MOUNTING COMPONENTS & ACCESSORIES. j B. REFER TO LIGHTING FIXTURE SCHEDULE PLANS FOR FIXTURE TYPES. C. EQUIVALENT LUMINAIRES BY HUBBELL, INFINITY, LITHONIA, WILLIAMS, COLUMBIA, EXITRONICS, LITEALARM, EXIDE. LAMPS A. LAMPS SHALL BE TYPE RECOMMENDED BY FIXTURE MANUF. LAMP NONE ABOVE MANUF RECOMMENDED MAX WATTAGE. B. T-8 FLUOR - 32W, 75CRI MIN, 4100 DEG K, 2900 APPROX INITIAL LUMENS C. EQUIVALENT LAMPS BY G.E., VENTURE, PHILLIPS OR SYLVANIA. BALLASTS A. FLUORESCENT- ELECTRONIC, <20%THD B. METAL HALIDE -PULSE START C. EQUIVALENT BY DVANCE, G.E., MOTOROLA, OR MAGNETEK. SECTION 16600 FIR'ALARMSYSTEM A. PROVIDE COMPLETE & OPERATIONAL MICROPROCESSOR BASED FIRE ALARM SYSTEM. B. MANUFACTURER SHALL MATCH EXISTING SYSTEM INSTALLED IN BUILDING. PRODUCTS A. PHOTOELECTRIgCEILING MOUNTED SMOKE DETECTORS. B. NOTIFICATION APPLIANCES - STROBES & COMBINATION HORN/STROBES. 15/75 CANDELA RATING UNLESS OTHERWISE NOTED OR REQUIRED. WEATHERPROOF WHERE EXTERIOR MOUNTED. E 1. HEAT DETECTORS - RATE OF RISE OR FIXED AS REQUIRED BYAPPLICATION. EXECUTION A. INSTALLED & TE TED PER NFPA 72 & APPLICABLE SECTIONS OF NFPA 70. PROVIDE COMPLETE FIRE ALARM SYSTEM AS DESCRIBED HEREIN SHOWN TO BE WIRED, CONNECTED, & IN FIRST CLASS CONDITION. INCLUDE SUFFICIENT CONTROL UNIT(S), ANNUNCIATOR(S), MANUAL STATIONS, AUTOMATIC FIRE DETECTORS, SMOKE DETECTORS, AUDIBLE & VISIBLE NOTIFICATION APPLIANCES, WIRING, TERMINATIONS, ELECTRICAL BOXES, & ALL NECESSARY MATERIAL FOR COMPLETE OPERATING SYSTEM. B. SYSTEM SHALL BE UL LISTED. C. SYSTEM WIRING: WIRE & CABLE SHALL BE LISTED FOR ITS INTENDED USE BYAN APPROVAL AGENCY ACCEPTABLE TO AHJ & D SHALL BE INSTALLE:IN ACCORDANCE W/APPROPRIATE ARTICLES FROM CURRENT APPROVED EDITION OF NEC. SECTION 16700 - LO VOLTAGE CABLING A. PROVIDE CAT5 CABLE TO TELEPHONE OUTLETS. 8, PROVIDE ALL NECESSARY CABLING, EQUIPMENT, BOXES, SPLITTERS, CONNECTORS, COVERS, ETC. FOR COMPLETE& OPERATIONAL SYSTEM. EXECUTION A. CABLING SHALL PE INSTALLED CONCEALED IN NEW & EXISTING CONSTRUCTION. B. CABLING SHALL qE UL LISTED FOR INTENDED USE & INSTALLED IN ACCORDANCE W/APPROPRIATE ARTICLES FROM LATEST NEC. 30 ELECTRICAL SYMBOL LEGEND SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED HOME RUN (RE: PLANS FOR PANEL/CIRCUIT INFO) ICE DUPLEX RECEPTACLE MANUAL PULL STATION (DUAL -ACTION) LCO (2)#12W, (1)#12G UNLESS NOTED OTHERWISE co O INDICATES 2 PHASE, 1 NEUTRAL, AND 1 GROUND > LINE THROUGH DEVICE INDICATES ABOVE COUNTERO SMOKE DETECTOR — CONDUCTORS 7 R 9 10 11 HOME RUN. SECOND SYMBOL INDICATES CIRCUIT IS 3:r: SWITCHED RECEPTACLE. MOUNT UPSIDEDOWN. O 120V SMOKE DETECTOR. WIRE WITH OTHER DETECTORS SHARED WITH ANOTHER HOME RUN. LO 120 V ONLYAS SHOWN ON PLANS. LCD HOME RUN. SECOND SYMBOL DENOTES #10 CONDUCTORS QUAD-PLEX RECEPTACLE OD DUCT SMOKE DETECTOR THROUGHOUT CIRCUIT. O - GRID -MOUNTED TROFFER LIGHT FIXTURE SIMPLEX RECEPTACLE O HEAT DETECTOR Nome DRYWALL(FLANGE)-MOUNTED TROFFER 50R SPECIAL RECEPTACLE W/ NEMA CONFIG AS NOTED ®H DOOR HOLD -OPEN STRIP LIGHT FIXTURE ® CEILING -MOUNTED RECEPTACLE ®75 FIRE ALARM STROBE WITH CANDELA RATING. 15cd RATING Q CoU UNLESS OTHERWISE NOTED ON PLANS. SURFACE/RECESSED LIGHT FIXTURE OJ JUNCTION BOX D�J< 30 COMBINATION HORN/STROBE WITH CD RATING. 15cd UNLESS OTHERWISE NOTED ON PLANS. WALL -MOUNTED LIGHT FIXTURE DISCONNECT SWITCH. SIZE, NUMBER OF POLES, AND 0< FIRE ALARM HORN FUSING AS INDICATED ON PLANS. ® ® CEILING -MOUNTED SINGLE DOUBLE FACE, ® DISCONNECT I FOR ® FIREALARM RELAY AND WITH DIRECTIONAL ARROWS ASSHOWN. PROTECTION.USED MOTORS, PROVIDE W/THERMALTOGGLE-TYPE Fe rw WALL -MOUNTED EXIT LIGHT. PERPENDICULAR OR FLAT TO SURFACE -MOUNTED PANELBOARD FACP FIRE ALARM CONTROL PANEL WALL, AND WITH ARROWS AS SHOWN. $ LIGHT SWITCH - SINGLE POLE = RECESSED PANELBOARD /LOAD CENTER FFA AP FIRE ALARM ANNUNCIATOR PANEL $ 3 LIGHT SWITCH - 3 -WAY RL RELOCATED FIXTURE OR DEVICE FF—A—E—C] FIRE ALARM EXTENDER CABINET EX EXISTING FIXTURE OR DEVICE (AUXILIARY POWER SUPPLY) $4 LIGHT SWITCH - 4 -WAY IG ISOLATED GROUND DEVICE ■ WF WATER FLOW SWITCH EM EMERGENCY FIXTURE OR DEVICE $ LIGHT SWITCH -DIMMER WP WEATHER-PROOF DEVICE ■ TS TAMPER SWITCH D GFI GROUND FAULT INTERRUPT DEVICE $M WALL -MOUNTED MOTION SENSOR. CM COORDINATE EXACT MOUNTING HEIGHT OF DEVICE a TELEPHONE JACK LOCATION (SINGLE -GANG BOX W/ (I) TP TAMPER -PROOF DEVICE CAT5e CABLE BACK TO SPLITTER IN ROOM) OWALL (CORNER) - MOUNTED MOTION SENSOR. INDICATES CONNECT TO EXISTING �] LINE THROUGH DEVICE INDICATES ABOVE COUNTER OM CEILING -MOUNTED MOTION SENSOR, O TELEVISION JACK LOCATION (SINGLE -GANG BOX W/ (1) RG6 COAX CABLE BACK TO SPLITTER IN ROOM) LOAD CENTER LCA5 { (EXISTING) LOAD CENTER LCA5 (EXISTING) 3 $3 CTIMER)SWCH 3# 400 �1 !t ,64G rr 1 (TYP.) O 3 LIGHT AND FAN �) SWITCHES TO REM TYP.) I� RL RL a — — — - -_— RL , RLQ RL �/ VV RL 0120 V 2 (TYP.) TV RL I� -- --------- ENLARGED DEMOLITION PLAN - UNITS 145 & 147 SCALE: 1/4"= V-0" A E CD N O D LCO co co O 0 C Cz U3 A — F 7 R 9 10 11 17 1 1A GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL LOCAL BUILDING CODES. 2. REFER TO MOUNTING HEIGHTS DETAIL FOR MOUNTING HEIGHTS OF ALL DEVICES NOT INDICATED OTHERWISE. 3. COORDINATE EXACT LOCATIONS OFALL MECHANICAL EQUIPMENT, DUCT DETECTORS, ETC. WITH MECHANICAL CONTRACTOR. 4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS. 5. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED. 6. HOMERUN NEW CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD INDICATED. SPARE BREAKERS EXISTING OR MADE AVAILABLE BY DEMOLITION. IF NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER. 7. EXISTING CIRCUITING MAYBE RE -USED WHERE POSSIBLE. 8. CONCEAL NEW CIRCUITING IN WALLS. GENERAL DEMOLITION NOTES 1. ALL WORK SHOWN DARK AND DASHED IS TO BE DEMOLISHED. WORK SHOWN LIGHT IS EXISTING TO REMAIN. 2. REFER TO ARCHITECTURAL PLANS FOR FURTHER EXTENT OF DEMOLITION REQUIREMENTS. 3. COORDINATEALL DEMOLITION WORK WITH OWNER, 4. MAINTAIN ALL EXISTING DEVICES, EQUIPMENT, ASSOCIATED CIRCUITS ETC, SHOWN AS EXISTING TO REMAIN OR OTHERWISE UNRELATED TO THE SCOPE OF THE PROJECT IN WORKING ORDER. 5. THE OWNER SHALL REMOVE ALL ITEMS THEY DESIRED TO SALVAGE PRIOR TO CONSTRUCTION BEGINNING. 6. NOTES AND DRAWINGS ARE BASED UPON PERMIT DRAWINGS FOR THE AREAS, AND MAY NOT INDICATE ALL ITEMS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND THE SCOPE OF WORK FOR THE CONTRACT PRIOR TO BID. ANY EXISTING CONDITION WHICH IS APPARENT OR COULD BE REASONABLY INFERRED FROM A VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE CONTRACT AMOUNT. 7. REFER TO NEW WORK PLANS FOR ANY ITEMS THAT MAY REQUIRE RELOCATION AFTER DEMOLITION. 8. PROPERLY DISPOSE OFALL DEMOLISHED ITEMS OFF SITE. 9. PROTECT ALL EXISTING SURFACES AND EQUIPMENT DURING CONSTRUCTION. EXISTING ITEMS TO REMAIN SHALL BEADEQUATELY PROTECTED FROM DEMOLITION AND NEW CONSTRUCTION WORK, AS REQUIRED. ANY ITEMS DAMAGED OR MARRED SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNERS SATISFACTION TO ORIGINAL CONDITION BEFORE CONSTRUCTION. 10. PATCH ANY HOLES IN STRUCTURE CREATED BY REMOVAL OF DUCTWORK, CONDUITS, PIPES, ETC. 11. REMOVEALL ITEMS SHOWN IN WALLS TO BE DEMOLISHED. ALL ELECTRICAL CONDUITAND WIRING SHALL BE REMOVED BACK TO THE PANELBOARD OR JUNCTION BOX AND PROPERLY TERMINATED. DEMOLITION KEYED NOTES 1OREMOVE FIXTUREIDEVICE (WALL TO REMAIN). PROPERLY TERMINATE/CAP WIRING IN JUNCTION BOXAT THIS LOCATIONAND PROVIDE BLANK COVERPLATE FOR SAME. IF NO DEVICES REMAIN ON CIRCUIT, DISCONNECT CIRCUITING FROM BREAKER AT LOAD CENTER AND RE -LABEL SAME AS "SPARE". 2OREMOVE FIXTURE/DEVICE (WALL BEING REMOVED). REMOVE WIRING FROM LOCATION BACK TO NEAREST JUNCTION BOX/DEVICE ON SAME CIRCUIT. WHERE FIXTURE/DEVICE IS BEING RELCOATED, AND IF POSSIBLE, WIRING MAY ONLY BE REMOVED AS FAR BACK AS NEW LOCATION OF FIXTURE/DEVICE (FOR RE- CONNECTION TO FIXTURE/DEVICE). 3ODISCONNECT TIMER SWITCH FROM HEAT LAMP. REMOVE HEAT LAMP FROM FIXTURE AND REPLACE SAME WITH STANDARD BR30INCANDESCENT LAMP WIRED WITH OTHER STANDARD LAMP IN FIXTURE. 1� 1f 17 Iy LV CEILING -MOUNTED HORN OR HORN/STROBE 4' �} 1 FINISH CEILING190 CEILING -MOUNTED DETECTOR �I 96"--- 88" 6" 88 - - - _ _ -. --- - - DO NOT PLACE `�' R HORN DETECTOR IN STROBE HORN/STROBE F(ofl THIS AREA 80" - - - WALL -MOUNTED DETECTOR 54'. - WALL -MOUNTED ° Q OPERABLE DEVICES WALL -MOUNTED DEVICE W/ SIDE ACCESSIBILITY 48' - ®®® I41 PULL STATION 40' -- ABOVE COUNTER DEVICES. COORDINATE WITH ARCH. P ® o ELEVATIONS AND CABINETRY SHOP DRAWINGS. POWER/COMMUNICATIONS DEVICES AND CATV OUTLET DEVICES AND SYSTEMS FURNITURE OUTLETS MOUNTING BRACKETS FINISH FLOOR N GENERAL NOTES: POM&OMMUNICATION DEVICES: 1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE TYPICAL OUTLETS SHALL BE LOCATED AT 16' A.F.F. TO THE BOTTOM UNLESS OTHERWISE NOTED ON THE PLANS. OF THE BOX. ABOVE COUNTER DEVICES SHALL BE 2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL LOCATED AT 2" ABOVE THE BACKSPLASH OF THE COUNTER CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY TO THE BOTTOM OF THE DEVICES. VERIFY WITH CONFLICTS. ARCHITECTURAL DETAILS. J. ALL INSTALLATIONS SHALL COMPLY WITH ADA. WALL—MOUNTED OPERABLE DEVICES: VISUAL FIRE ALARM NOTIFICATION DEVICES (STROBE) OPERABLE DEVICES SHALL BE LOCATED AT 48' A.F.F. TO LOCATE DEVICE SO THE BOTTOM OF THE DEVICE IS THE TOP OF THE OPERABLE PORTION OF THE DEVICE. M BETWEEN 80" AND 96' A.F.F. (NFPA) OR 6' BELOW CEILING, WHICHEVER IS LOWER (ADA 2010). WALL—MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: AUDIBLE FIRE ALARM NOTIFICATION DEVICES (HORN) LIGHT SWITCHES, DIMMERS, CONTROLS, ETC. LOCATE DEVICE SO THAT THE TOP OF UNIT IS NOT MORE PUSH BUTTONS THAN 90" A.F.F. AND NOT LESS THAN 6' BELOW CEILING NURSE/PATIENT CALL DEVICES (INLUDING THOSE FOR (NFPA) STAFF USE) OTHER CONTROL OR "CALL' DEVICES FIRE ALARM ACTIVATION DEVICES (PULL STATION) LOCATE FRONT—APPROACH DEVICES SO THAT THE HIGHEST L OPERABLE PORTION OF THE DEVICE IS NOT MORE THAN 48' A.F.F (ADA 2010) AND NOT LESS THAN 42' A.F.F. (NFPA). MOUNTING HEIGHTS FOR WALL -MOUNTED DEVICES NOT TO SCALE 601-01 I AAn RFAmm? / rAS LOAD CENTER LCA5 ENLARGED NEW WORK PLAN - NEW UNIT 147 SCALE: 1/4" = V-0" 18 1 19 1 20 1 21 1 22 IH IF ter: m n: 13300 W 98TH STREET LENEXA, KS 66215 913.492.2400 WWW.PKMRENG.COM A 23 24 Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa, Kansas 66215 913.492.2400 p / 913.492.2437 f i LC 7, 2018 Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 8 September 2017 V ;.o:• STATE OF ::4� 'o�oo' �NDIANP.•`�e;���• '����is`STONAfL ENG��p Drawn By DET Checked By Electrical E 1 Project Number: 2015.443 © Copyright 2015 E CD N O D LCO co co O 0 C Cz U3 Cz rn — C 0O O N CqN d' — CO co LO 0 LCD O ca O 0 U) O C: cn C ca U) — C Nome — Y U) O O U C: L Co Q CoU Mechanical / Electrical / Plumbing Engineer Pearson Kent McKinely Raaf Engineers, LLC 13300 W 98th Street Lenexa, Kansas 66215 913.492.2400 p / 913.492.2437 f i LC 7, 2018 Carmel Senior Living Unit Conversion 147 13390 N. Illinois Street Carmel, Indiana 46032 S -K Carmel, LLC 200 Spruce Street, #200 Denver, Colorado 80230 ISSUED FOR: ISDH/IDHS Review 8 September 2017 V ;.o:• STATE OF ::4� 'o�oo' �NDIANP.•`�e;���• '����is`STONAfL ENG��p Drawn By DET Checked By Electrical E 1 Project Number: 2015.443 © Copyright 2015