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HomeMy WebLinkAboutA101 Ground Level Floor PlanHamilton Commercial and Residential Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date LGA, EJD, DJS Laurence Armstrong Carmel, Indiana 46032 #### SCALE: NTS PLAN NORTH KEY PLAN PARK EAST PEDCOR DESIGN GROUP LLC A101 Ground Level Floor Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2017 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA. Construction Documents By: Friday, October 6, 2017, BIM Server: BIM20 - BIM Server 20/BLDG E/Building E Retail B.1 B.2 F.1 F.9 14.1 14.1 1.5 9.9 4.1 6.1 2.1 4.9 10.8 F DW F DW F DW F DW F DW 4.7 1 A106 E1 A109 D1 A109 C1 A109 B1 A109 A1 A109 D-01 DETAIL 1 A103 14 A104 2 A103 A307 C1 B1 A302 A301 C1 A301 A1 A1 A303 B1 A303 A1 A304 B1 A304 A1 A305 B1 A305 A1 A306 B1 A306 A1 A302 A301 B1 A307 A1 A307 B1 9 A205 8 A104 3 .3 A202 3 4 A204 A202 2 A204 2 2 A203 2 .3 .3 1 2 .4 4 A202 A204 1 1 A203 A203 7 3 A204 .3 4 .4 1 .4 5 3 .4 A202 6 7 A202 3 A201 4 A201 A205 1 A205 2 A201 2 A202 1 3 A203 4 A203 5 A203 6 A203 5 A202 S6Gi S6Gi S6Gi S6Gi S6Gi M8 M8 M8 M8 M8 M8E M8E M8E 5 1 8 8 8 8 8 8 9 9 8 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 6 6 6 1 1 1 1 1 6 7 8 6 6 6 6 9 9 9 6 9 7 8 7 8 7 8 6 6 7 8 7 8 7 9 7 9 7 9 7 9 7 12 12 12 12 12 12 12 12 12 28 28 28 28 28 30 19 19 N.I.C. M8 2 M8 29 29 M8 M8 M8 28 9 9 28 D102C M8 M8 M8 32 32 32 32 32 S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei S6Ei 6 D101B S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai S6Ai C8 C8 26 D102A D102B S6Ei WH FRN FRN WH FRN WH FRN WH FRN APT. E FF. +4'-3" (838.75) APT. D FF. +4'-3" (838.75) APT. C FF. +4'-3" (838.75) APT. B FF. +4'-3" (838.75) APT. A FF. +4'-3" (838.75) EDGE OF SIDEWALK RAMP UP WH MDF HPG-1 LPG-1 UTILITY CABINET UP FD. 2 2 1 1 3.1 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B C C E E F F G G H H K P J .95A J M Q .95A 11.9 12.5 12.5 L 0.4A 0.6A D D 0.5A 0.7A 15 15 0.9A 0.9A 0.9 15.2 1.6 N 4.8 M.5 N.5 J 3 3 4 .4 A201 1 A205 3 A205 4 4 9 9 6 6 N.I.C. N.I.C. N.I.C. D107A D103B D102D D102E D101C N.I.C. FUTURE SERVICE CORRIDOR 107 F.F.=835.40' F.F.=834.83' SLOPE UP SLOPE UP EL. EL. COMMERCIAL 101 F.F. +0'-0"=(834.5') EXIST. WATER/ SPRINKLER RISER ROOM F.F.=834.50' EXIST. GARAGE STAIR F.F.=834.50' EXIST. LOBBY/ STAIRS F.F.=834.50' EXIST. GARAGE F.F.=834.50' FUTURE COMMERCIAL 106 F.F. +0'-3 15/16"=(834.83') FUTURE COMMERCIAL 105 F.F. +0'-10 3/4"=(835.40') FUTURE COMMERCIAL 104 F.F. +1'-4 3/4"=(835.90') EXIST. GARAGE STAIR F.F.=835.90' COMMERCIAL 103 F.F. +3'-0"=(837.50') SERVICE GARAGE 102 F.F. +0'-0"=(834.5') VARIES PIV FD EXIST. GARAGE F.F.=837.00' EXIST. GARAGE F.F.=834.50' EXIST. GARAGE F.F.=834.50' LOADING LOADING LOADING A205 7 Plan Notes: 1 At commercial spaces, the concrete slab will be future. Only provide and install the compacted granular fill per the soils report to 4” below finish floor elevation. 2 Apartment entry courtyard concrete walk and landscaping. Reference Civil in separate project. 3 Align wall with face of concrete column. 4 Tenant demising wall and door at south end of service corridor to be determined by future lease configuration. 5 Concrete stoop and steps. N.I.C. Part of future project buildout. 6 Existing Parking Garage cast-in-place concrete column. 7 Existing Parking Garage cast-in-place concrete retaining wall. 8 Existing Parking Garage precast concrete exterior wall. 8 Existing Parking Garage precast concrete exterior wall. 9 Existing Parking Garage masonry wall. 10 Roof drains. 11 Expansion joint between retail roof and existing garage precast exterior wall. 12 Vertical expansion joint between retail and parking garage walls. 13 Horizontal expansion joint between parking garage slab and wall over retail spaces below. 14 PVC roofing, over 5/8” glass-mat water resistant gypsum cover bd., 3” min. tapered polyiso insulation, over 6 mil. Polyethylene vapor barrier, over 5/8” glass-mat water resistant gypsum substrate bd. 15 Mailbox Units mounted to wall. 16 Pre-finish metal roof edge. edge. 17 Pre-finish metal roof edge and pre-finish aluminum gutter. 18 Pre-finish metal coping. 19 6” and 12” reinforced concrete slab on grade at Service Garage. Reference S-Series drawings for slab requirements. 20 Framed kicker, fire-retardant plywood sheathing, (PVC) roofing with rigid insulation underneath. 21 Surface mounted fire extinguisher in sink base cabinet. 22 Balcony alternate: Steel balcony assembly attached to structural steel tubes within wall. 23 Fireproofing around all steel columns, typical. 24 Remove rod and sealant and install 1-hr. waterproof joint system. 25 Plumbing/Mech. vent, reference M/P-series drawings. Follow roofing manufacture’s required flashing details for curbs and penetrations. 26 Mailbox Units mounted to wall. 27 4” rigid insulation plus tapered insulation with poly-vinyl chloride (PVC) roofing. 28 Line of parking garage precast concrete wall above. 29 Trash compactor. N.I.C. 30 FDC. Reference p-series drawings. 31 Mechanical equipment. Reference mechanical drawings for mounting requirements and follow roofing manufacture’s required flashing details for curbs and penetrations. 32 Painted plywood over mtl. CFS framing. SCALE: 3/32" = 1'-0" 1 Ground Level Floor Plan A101 0 8' 16 ' 24' NORTH NOT INCLUDED IN THIS BID PACKAGE 10/6/2017 10/6/2017 04/16/18 Nick Mishler