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HomeMy WebLinkAboutA101A 1st Floor Plan-Area AProject: 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 A 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 A101A CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Thursday, March 30, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTION13.913.9 13.813.8 K 1212 16 16 1717 L.1D.8CB0.8A NA.3 M 1414 15 15 1313 11 J.1D.3D.1A.1 F 13.113.1 A L.5 NC3 A409 B2 A409 C1 A409 B3 A409 #DrgID #LayID B2 A409 F1 A414 D2 A408 G7.9 GA G8 G7.5 G7 GB GE G6.7 GIGGGCGHGA.9G.9A G7.6 GF GJ D1 A4132"43'-3 5/8"33'-3"14'-7 1/2"32'-0 3/8"2"29'-7 5/8"4'-4 3/8"1'-11 5/8"4'-4 3/8"1'-9 1/8"1'-2 1/2"1'-4"8'-8 3/8"2'-3 5/8"8'-8 3/8"2'-3 5/8"8'-8 3/8"1'-2 5/8"10'-8 3/4"10'-6 7/8"2"5'-0"11'-3 7/8"13'-3 1/2"4'-4 7/8"1'-11 1/8"4'-4 7/8"1'-8 7/8"1'-2 1/2"1'-3 3/4"8'-8 7/8"2'-3 1/8"8'-8 7/8"2'-3 1/8"8'-8 7/8"1'-8 1/4"8"1'-1" 5'-1 1/4"19'-8 5/8"8'-0" 5'-1 3/4"7'-3 5/8"28'-3" 6'-8 5/8" 33'-7 1/8"22'-11 3/8"22'-11 5/8"7'-8 1/2"6"8'-1 1/4"6"8'-1 1/8"7'-2 1/2"5'-7 1/8"35'-4 1/2"8'-1 1/2"10'-3 3/8" 1'-0 5/8"6"9'-9 7/8"9'-0"3'-11 3/4"7'-1 1/2"7'-4 5/8"3'-1" 5'-6 3/8"18'-4"5'-9"17'-9 7/8" 2'-2 3/4" 4'-5 1/8"2'-8 7/8"6'-10 3/8" 15'-0"9"4'-9 1/8"4'-4 1/8"1'-0 3/8"6'-0"3'-4 1/4"14'-7 1/2"9'-7 1/4"22'-4"27'-7 5/8"22'-4"7'-0 3/8"16'-3 3/4"7'-0 3/8"22'-4"27'-7 5/8"22'-4"9'-7 1/2"14'-7 1/2"14'-7 1/2"30'-10 1/4"29'-1 7/8"15'-1 3/4"22'-10"2'-0 5/8"2'-1 1/2"8'-1 3/8"1'-4 5/8"5'-7 3/4"2'-3 5/8"2'-0 3/8"20'-7 3/4"2'-9 1/2"1'-4 5/8"1'-0 3/8"8'-0 3/8"2'-3 5/8"8'-0 3/8"2'-3 5/8"8'-0 3/8"1'-1 1/2"1'-1 7/8"16'-2 3/4"4'-0"1'-1 3/8"9'-7 1/2" 1'-4 1/2"11 1/8" 5'-0 3/8"2'-4"5'-7 5/8" 1'-0" 5'-0 3/8" 1'-0" 1'-4 1/2"4'-3 1/8"8"15'-0 3/8"8"5'-7 5/8" 1'-0" 5'-0 3/8" 1'-0" 5'-7 5/8"2'-4"5'-0 3/8" 11 1/8" 1'-4 1/2" 5 7/8" 6'-1" 5 1/2" 1'-4 1/2" 1'-8 3/4" 10'-1 3/8" 1'-8 3/4" 1'-4 1/2"5 5/8" 6'-1" 5 7/8" 1'-4 1/2" 11 1/8" 5'-0 3/8"2'-4"5'-7 5/8" 1'-0" 5'-0 3/8" 1'-0"1'-4 1/2" 4'-3 1/8" 8" 15'-0 3/8"8"4'-3 1/8" 1'-4 1/2"1'-0" 5'-0 3/8" 1'-0" 5'-7 5/8"2'-4"5'-0 3/8" 11 1/8"1'-4 1/2" 4 5/8"8'-9" 5 5/8"7'-1 1/2"1'-11 5/8"8"6'-5 1/2"6'-5"10'-2 3/8"8 3/8"8 5/8"10'-2 7/8"1'-3" 0" 2'-0" 0" 0" 0" 0" E2 A310 D4 A311 A2 A312 E2 A314 E3 A314 D2 A315 B1 A206 E3 A314 A5 A313 A3 A205 105 106B107125106122B 144126140A142143126A106A107A108A 120110A1221ST4A1ST41ST4B1ST3A 1ST3 SF 4 SF 4 SF 5 SF 5 SF 7 SF 8 SF 8 SF 9 SF 8 SF 8 SF10 SF10 SF11 SF 8 SF 8 SF12 SF 8 SF 8 SF 7 SF 5 SF 5108B121 109A SF13 SF14 30 S6Bi S6Bi S6Bi S6Bi S6Bi S6Bi S6Bi S6Bi S6Bi W4Ai S6Bi S3.5Ai C8 S8Di S8Di S8Di S8Di S8Di S8Di S8Di S8Di BRK 1 BRK 1 BRK 1 BRK 1 BRK 1 BRK 1 S6Bi S6Bi S8Di S8Di S8Di S6Bi S8Di S8Di S8Di BRK 1 S8Di S8Di S8Di S6Bi S8Di BRK 1 BRK 1 S6Bi S3.5Ai C8 C8 C8 M8 C8 M8 S3.5Ai S3.5B S3.5Ai M8 C8 C8 BRK 1 S6Bi S8Di 1 14 C8 C8 29 29 29 29 29 29 29 29 29 29 140 105A9 6 1616 2 11 24 24 1124 32 KP KP KP11 M8 8 10 10 SF26 SF26 SF28 SF28 1 14 9 1 14 9 1 14 9 1 14 9 1 14 9 13 13 13 S8Di10929 S6Bi S6Bi S6Bi S6Bi 122A C8 KP KP KP KP KP KP KP KP 11 27 KP 27 108123 124 11 11 KPKPKP S3.5Bi M8 ABOVE C8KP KP S3.5Ai 1111 11 S6BiSF 6 SF 6SF 6 SF 5SF 5 SF35 SF35 KP KP S8Di C8 1313 11105B M813 MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA ATYP. SIM. OPP. T/SLAB T/SLAB T/SLAB RAMP DN 1:12 T/SLAB T/SLAB T/SLAB T/SLAB RAMP DN 1:12DN SLOPE UPUP UP DIMENSION NOTE: MAJOR OUTSIDE FACE OF MASONRY MINOR OUTSIDE FACE OF MASONRY & TOTAL WALL THICKNESS STUD FRAMING DIMENSION NOTE: STUD FRAMING MINOR OUTSIDE FACE OF MASONRY & TOTAL WALL THICKNESS MAJOR OUTSIDE FACE OF MASONRY Commercial Room #:110 10 +1'-4 3/4" +1'-4 3/4" A:1,155 PA:1,135 Electrical Room #:126 A:297 NA:277 26 +1'-3" +1'-3" Service Corridor 140 A:1,218 NA:1,218 Service Elev. 51 Public Elev. 52 Stair STR3 A:239 NA:239 Stair STR4 A:229 NA:191 Commercial Room #:108 08 ±0" ±0" A:2,154 PA:2,116 Commercial Room #:107 07 ±0" ±0" A:4,800 PA:4,725 Commercial Room #:106 06 ±0" ±0" A:4,268 PA:4,188 Commercial Room #:105 05 ±0" ±0" A:2,959 PA:2,943 Commercial Room #:109 09 +1'-0" +1'-0" A:982 PA:969 Water Entrance Room #:120 A:233 NA:213 20 +2'-0" +2'-0" Trash Room 122 A:227 NA:227 Entry 143 A:74 NA:58 Entry 121 A:140 NA:126 Elev. Lobby 124 A:107 NA:107 Elev. Lobby 123 A:111 NA:108 #DrgID #LayID A6 A313 A3 A317 A3 A308 S8DiFacility/Mech/Plumb Room #:125 A:349 NA:316 25 ±0" ±0"23'-7 1/8"18'-0"4'-1 3/4"9'-0"3'-0 3/8"26'-9"6"6'-2 1/2"11 5/8"15'-0"5 1/8"2'-9"1'-6 1/2"22'-10 1/2"1'-11 1/8"1 3/8"8"9"9'-5 7/8"7'-0 7/8"9"10 1/8"2'-0 1/8"20'-8 3/8"1'-11 5/8"9 1/2"2'-4 3/4"8'-0 7/8"2'-3 1/8"8'-0 7/8"2'-3 1/8"8'-0 7/8"1'-7 1/8"11" 8'-9 1/2"1'-0 7/8" 1'-6 7/8" 5'-0 7/8" 2'-11 5/8" 4'-3 1/4" 1'-8 1/4" 5'-0 7/8" 1'-8 1/4" 4'-2 5/8"1'-4 1/4"15'-0 7/8"1'-4 1/4"4'-2 5/8" 1'-8 1/4" 5'-0 7/8" 1'-8 1/4" 4'-2 5/8" 3'-0 1/4" 5'-0 7/8" 1'-6 7/8" 1'-2 1/8" 6'-1 1/2" 1'-1 3/4"2'-4 3/4" 10'-1 1/2"2'-4 1/2"1'-1 3/4" 6'-1 1/2" 1'-2 1/8" 1'-6 7/8" 5'-0 7/8" 2'-3 3/4" 8 1/2"4'-2 5/8" 1'-8 1/4" 5'-0 7/8" 1'-8 1/4" 4'-2 5/8"1'-4 1/4"15'-0 7/8"1'-4 1/4"4'-2 5/8" 1'-8 1/4" 5'-0 7/8" 1'-8 1/4" 4'-2 5/8" 3'-0 1/4" 5'-0 7/8" 1'-6 7/8" 1'-0 7/8"8'-9 1/2" 1'-7" 5'-7 1/2" E1 A314 A1 A307 D3 A315A4 A314 C5 A221 S8Di M8 M8KP KP 13 Corridor 142 A:730 NA:730 Corridor 141 A:164 NA:130 C2 A323 A4 A308 EQ5'-7"EQEQ 10'-0"EQ 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 Horizontal bicycle racks, space 2'-10" on center. 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 Vertical bicycle racks. 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 on sheet A501 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 penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS 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 C3/A503. 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 and dimensions on sheet A507. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 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 Horizontal bicycle racks, space 2'-10" on center. 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 Vertical bicycle racks. 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 on sheet A501 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 penetrations. 18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS 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 C3/A503. 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 and dimensions on sheet A507. 22 Vent stacks, reference P-Series drawings. 23 Roof drains, reference P-Series drawings. 24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 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 Horizontal bicycle racks, space 2'-10" on center. 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 Vertical bicycle racks. 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 on sheet A50112 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 penetrations.18 Mailboxes. Frame opening in wall for recessed Mailboxes with CFS 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 C3/A503. At corners adjacent to apartment entry doors, not inproximity of an elevator or stair, the smaller specified guard is to be applied.21 Control Joints in Corridor Walls see details and dimensions on sheet A507.22 Vent stacks, reference P-Series drawings.23 Roof drains, reference P-Series drawings.24 Floor to wall expansion joints: A504. 25 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets A501, A510-A523 and S-Series drawings. 26 Interior chase wall for roof drain plumbing. Reference Detail B3/A507. 27 Surface mounted fire extinguisher cabinet and extinguisher. 28 Down spout guards. Ref. C1/A502 29 Future wall/partition or door. Provided by unit price. 30 Align wall (finished sheathing) to face of column 31 Bike Maintenance Station. 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 A A101A 0 4'8'16'