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HomeMy WebLinkAboutA101C 1st Floor Plan-Area CProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateTHE CONCOURSECarmel, IN 46032550 Monon BlvdPEDCOR DESIGN GROUP LLC 1st Floor Plan- Area C 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. © COPYRIGHT 2023 JAMES R. STUTZMAN, AIA, Carmel, Indiana. 02/03/2023 A 10 1C CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, February 3, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION12345678UP8TREADS(0'-11") 1 2 3 4 5 6 7 8 9 10 11 UP10TREADS(11")E.3D.9 4.6 B.2 D E HD.2 K 44 6 55 C.3 D.5 J M 33 2 1 7 LFD.7 3.13.1 3.23.2 0.7B 1.51.5 1.81.8 0.10.1 C.4 C.80.7A B.3 D.6 E.612345UP5TREADS(0'-11")UP2TREADS(0'-11")1234UP4TREADS(0'-11")12345678UP8TREADS(0'-11")GJGA G2.3 GB GE G1 G3 G2 GIGGGCGHGA.9G.9A G1.5 GF G1.1 NDWF E1 A415 B1 A401 A3 A407 E1 A410 22'-0"27'-7 5/8"22'-0"8'-8 7/8"108'-4 1/4"5'-2 1/8"23'-10 1/8" 1'-2 1/2"20'-9 1/2"1'-2 5/8"25'-2 3/8"1'-2 5/8"6'-0 5/8"7'-7 3/8"7'-1 1/8" 1'-2 7/8" 8'-8 7/8" 3'-3 5/8" 3'-3 5/8"19'-4 3/8"3'-3 5/8"16'-4 3/8" 3'-3 5/8" 19'-4 3/8" 3'-3 5/8" 12'-3 7/8"23'-1 5/8" 1'-3 1/2"32'-0 3/8"9'-11 1/4"1'-3 1/2"30'-8 7/8"1'-2 1/4"8'-9"42'-11 3/4"7 7/8"7 5/8"2'-3 1/4"3'-4"25'-1 1/2"5 7/8"9'-3 3/8"2"8"1"9'-11 3/4"3/4"10'-8"3/4"10'-8"3/4"10'-8"3/4"12'-0 7/8"6" 1'-8 3/4"1'-0 5/8" 6"10'-7 3/4"6'-7 1/2"1'-4"10'-1"1'-4"23'-0"11'-0"9'-0" 1'-3"9'-1 5/8"24'-3 5/8"7 5/8"9"8"9'-6"6"5'-6 1/8"6"1'-10 1/2"4'-0"7'-8 3/8"4'-11 1/2"6'-0"1'-0"8'-3 1/8"60'-5 3/8"1'-6 5/8"1'-6 7/8"1'-2 5/8"5'-1 3/8"6'-7 5/8"5'-4 3/8"8'-3 5/8"5'-4 3/8"6'-11 5/8"7'-8 3/8"5'-7 5/8"2'-6"4'-8 3/8"11 1/2"1'-4 1/2"2'-8 3/4"5'-3 1/2"3'-11 5/8"22'-8 3/8"3'-11 3/8"5 7/8"11'-8 7/8"2 3 '- 8 3 / 8 " 4'-6 3/4" 14'-11 3/4"2'-2 5/8" 4'-5"3'-11" 3 3 '-1 7 /8 "1'-3 3/4"10'-1 1/2"1'-3 3/4"R 24'-0" 30.0° A4 A317 F2 A319 A2 A317 A2 A316 B1 A304 B2 A304 B3 A304 A1 A206 C4 A316B2A501A501C2D2 A501 D2 A501 100E 100100A100B 100D101102 102A 103B103C 103A 129131A128145146 115 115B114114A 127100F 100G100K 1 S T 2 1ST1SF 1 SF 2SF 2SF 2SF 2 SF25 SF25 SF 3SF 3 SF18 SF20 SF23 SF22 SF22 SF23 SF24 SF23 SF19 S6Bi S8Di BRK 2 S8Di S6Bi S6Bi S6Bi S8Di S8Bi S8Di S6Ei S6Di S6Di S6Ei S6Ei S6Di S6Ei S6Di S6Di M8 M8 M8 C8 S3.5Bi S3.5Ai S3.5Ai C8 C8 C8 C8 M8 M8 C8 C8 C8 C8 M8 C8 S6Bi S6Bi S6Bi S6Bi S6Bi S6Bi S6Ei S6Di BRK 2 S6Di BRK 2 BRK 2 M8 M8 BRK 2 BRK 2 BRK 2 BRK 2 BRK 2 S6Ei S6Di115A 6 2 2 12 32 18 11 181124 24 7 32 29 24 KPD 16 KP KP KP 33 33 103 13133 24 M8 10 SF27 1 14 9 1 14 9100H100I100M100L100J13 13 13 5 13 1313 S6Di KP KP KP 13 KP KP KP 27 27 KP 27 130 100C 147 28 2828 M8 M8 ABOVE C8 M8 ABOVE M8 ABOVE13 M8SF 1 SF 2 SF27 SF30 SF31 SF31SF31 SF32 SF31 34 34 S6BiKP KP C8KP C8 KPKP BRK 2 BRK 2 S8Bi S3.5B BRK 2 BRK 2 BRK 2 !use custom or use thickness optionsMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA B80 RACKS + MAINT. STATION SLOPE UP 1:20SLOPE UP 1:20SLOPE UP 1:20RAMP DN 1:12 Stair STR2 A:245 NA:245 Stair STR1 A:205 NA:205 Commercial Room #:114 14 +3'-3 3/4" +3'-3 3/4" A:1,499 PA:1,486 Commercial Room #:115 15 +5'-4 3/8" +5'-4 3/8" A:2,414 PA:2,414 Corridor 146 A:288 NA:247 Corridor 145 A:251 NA:251 MEP Room #:130 A:16 NA:16 30 +3'-6" +3'-6" Fitness 102 A:408 NA:408Maintenance / Garbage 103 A:854 NA:854 Electrical 131 A:345 NA:345 Entry 147 A:66 NA:53 Conference 101 A:245 NA:245 Bikes 127 A:429 NA:429 Gross 1st Flr Building Area Res. Elev. 004 Res. Elev. 003 Package Room 129 A:134 NA:134 Mech 100J A:46 NA:46 Lobby 100A A:635 NA:635 Amenity Center 100 A:955 NA:955 Mech Stor. 102A A:100 NA:508 Corridor 100H A:131 NA:131 Corridor 100D A:191 NA:191 Managers Office 100B A:306 NA:306 Leasing Office 100C A:120 NA:120 Business Center 100E A:80 NA:80Men 100F A:162 NA:163 Ladies 100G A:160 NA:160 Jan 100K A:39 NA:39 E3 A318E1 A320 D3 A319 E4 A320 E3 A320 E1 A318 A4 A323 B3 A320 B2 A415 A4 A308 SLOPELIFT 2.15%6"7'-10 1/8"6'-2 3/8" 8 3/8" 6'-0 5/8" 1/4" 8 3/8"6"4'-4 3/4"5'-4 7/8"5'-7 1/8"5'-4 7/8"4'-4 3/4" 6"8 5/8" 6'-0 5/8"7'-7 3/8"7'-1 1/8"6"9'-6 5/8" 3'-11 1/4" 1'-10 5/8" 2'-4 1/4" 4'-0 7/8" 1'-2 1/8" 5'-2 7/8" 1'-2 1/8" 4'-0 7/8" 2'-8 1/4" 1'-10 5/8" 3'-0 1/4" 5'-2 7/8" 1'-3 1/8" 5'-2 7/8" 3'-0 1/4" 1'-10 5/8" 2'-8 1/4" 4'-0 7/8" 1'-3 1/8" 5'-0 7/8" 1'-2 1/8" 4'-0 7/8" 2'-4 1/4"1'-10 5/8" 13'-0 1/4" 9" 1'-6 5/8" 7 3/8"12'-10 5/8" 7 3/8" 1'-6 5/8" 5'-2" 7 5/8"123456UP6TREADS(11")A1 A409 C1 A408 B1 A502 23'-8 7/8"4'-9"2'-11 5/8"28'-3 3/4"3'-2" 2'-6"7'-11 7/8"17'-7 5/8"1'-7"20'-0"2'-9" 6" 18'-11 1/8" 6" 17'-2 3/8"19'-7 3/4"14'-7 1/2"6"6'-0 3/4"4'-5"8'-8 3/4"1'-0 5/8"6"1'-6 7/8"8 5/8"6"5'-9 5/8"5'-2 3/4"8 3/8"5'-4 7/8"8 3/8"6'-10 3/8"8 3/8"5'-4 7/8"8 3/8"5'-6 3/8"8 3/8"7'-8 7/8"8 3/8"4'-2 3/8"3'-2 3/8"4'-8 7/8"1'-7 3/4"8"9 1/2"1'-11"5'-4"1'-11 5/8"1'-11 5/8"22'-8 7/8"1'-11 1/2"1'-11 3/8"C3 A316 A2 A307 BRK 2 BRK 2 Elev. Lobby 128 A:187 NA:187 B1 A320 GENERAL PLAN NOTES: 1. Dimensions are to face of studs unless noted otherwise. 2. Dimensions at Storefront are to inside of studs. See any Enlarged Details and Storefront Details, showing dimensions to masonry openings and face of returning exterior sheathing. 3. All gypsum board at the interior side of “Commercial” rooms are not included in this Bid Set, U.N.O.. 4. Refer to sheets A120 - A130 for interior layout of apartments and details. 5. See shaft sheet #LayID(ref) for enlarged drawings and dimensional clarifications. 6. Dimensions at door and window openings are to center of openings, U.N.O. 7. Spray all steel used for canopy and balcony attachment with SFRM (Spray-Applied Fire Resistive Material). Three hour for any 3rd floor locations and two hour for above 2nd floor. 8. Batt insulation (rock wool) are required inside CFS box headers and cripple studs.  9. Wall Types and interior wall layout are the same on the 2nd, 3rd, 4th, and 5th floors, UNO. 10. All walls are to deck above, at 1st and 2nd floors, UNO. Review all interior wall sections. 11. At all demising walls and corridor walls with additional furring indicated for plumbing and other rough-ins, continuation of the Corridor and Demising Wall type is implied in the drawings. Pre-rock of a hidden area will be required to accomplish the complete wall type and meet the code required fire barriers, regardless of the framing and sheeting sequence of work. 12. See sheets A510-A523 for balcony types and details. 13. For 3rd, 4th, and 5th floor plans see 2nd floor sheets (A102A - A102C) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. All items shown on the 2nd floor applies to the 3rd and 4th floor, except for low roof. 14. All stairs are metal stair assemblies. Reference sheets starting with sheet A410. 15. Typical demising wall for apartment levels is A1/A306 16. All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. FLOOR 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 FINISH FLOOR elevation minus SLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall where special forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail. Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart. Either core drill or bracket with bolts the vertical support members into the 6" concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directional indicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets. 10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details in A500 series drawings. 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corridor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless directed by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 15 See sheet #LayID(ref) for enlarged shaft plans. 16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor above slab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typical at all shaft openings. 17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CSF header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install thecompacted granular fill per the soils report to FINISH FLOOR elevation minusSLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall wherespecial forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail.Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart.Either core drill or bracket with bolts the vertical support members into the 6"concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directionalindicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets.10 Use mold and very high impact resistant gypsum sheathing board at the interior side of elevator lobbies for walls and ceilings. 11 Steel handrails required at ramps & stairs. See typical details in A500 series drawings. 12 Stairs - Ref. S-Series Drawings 13 4'-0" high, 6" diameter concrete filled bollard painted yellow. 14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corridor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless directed by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 15 See sheet #LayID(ref) for enlarged shaft plans. 16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor above slab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typical at all shaft openings. 17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CSF header or bulkhead above. Provide substrate as required. Fire retardant wood if wood is used. Reference interior elevation. 19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. FLOOR PLAN NOTES: 1 At commercial spaces, the concrete slab will be future. Only provide and install thecompacted granular fill per the soils report to FINISH FLOOR elevation minusSLAB THICKNESS for the first floor. 2 Coordinate rough opening for doors in wall construction above CIP wall wherespecial forming is required. 3 RESERVED 4 Steel Stair: All steel platform, steel treads, open risers, with 42" high guardrail.Finish: Hot galvanized. Round railings and guardrails using horizontals 6" apart.Either core drill or bracket with bolts the vertical support members into the 6"concrete slab. 5 Meter locations, refer to E-Series sheets. 6 Knox box 7 Bicycle racks, maintenance station. 8 Garage slab painted, car parking striping, handicapped symbols, and directionalindicators. Striping 4" wide. 9 Mech, units above, refer to M-Series sheets.10 Use mold and very high impact resistant gypsum sheathing board at the interiorside of elevator lobbies for walls and ceilings.11 Steel handrails required at ramps & stairs. See typical details in A500 seriesdrawings.12 Stairs - Ref. S-Series Drawings13 4'-0" high, 6" diameter concrete filled bollard painted yellow.14 At commercial spaces, provide vapor retarder and batt insulation at exterior walls,space side of corridor walls and demising walls. Gypsum board shown in wall typewill be scoped for later tenant work, unless directed by Pedcor Development,Owner, Architect or Signature Construction to include it in the Building Shell scopeof work.15 See sheet #LayID(ref) for enlarged shaft plans.16 Floor opening at shaft or chase in floor framing/slab. Fill opening at the floor aboveslab with a NER 258 assembly (2 hour at 2nd floor and 3 hour at 3rd floor). Typicalat all shaft openings.17 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceilingpenetrations.18 Mailboxes. Frame opening in wall for recessed Mailboxes with CSF header orbulkhead above. Provide substrate as required. Fire retardant wood if wood isused. Reference interior elevation.19 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher.20 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail #DrgID(ref)/#LayID(ref). At corners adjacent to apartment entry doors, not in proximity of an elevator or stair, the smaller specified guard is to be applied. 21 Control Joints in Corridor Walls see details #DrgID(ref)/#LayID(ref) and #DrgID(ref)/#LayID(ref). See Sheets #LayID(ref) - #LayID(ref) for dimensions. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to floor expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). Floor to wall expansion joints: #DrgID(ref) & #DrgID(ref)/#LayID(ref). 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet #LayID(ref) and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. B1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 RESERVED 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing. SCALE: 1/8" = 1'-0" 1 1st Floor Plan-Area C A101C 0 4'8'16'