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HomeMy WebLinkAboutA101B 1st Floor Plan-Area BProject: 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 B 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 A101B 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 FORCONSTRUCTIONG1.5 G1.5 UP2TDS(0'-11")1212 6 8 10 55 7 9 11 NDWFIM E2 A219 C1 A409 F1 A414 E1 A415 B1 A400 D2 A408 F2 A219 A3 A407 G7.9 G4 G8 G7.5 G7 G2.3 G1 G5 G3 G2 G6 G6.7 GE GCGB GG GA.9 G.9A G7.6 G1.5 GF GH GI G1.1 GA GJ D1 A413 147'-5 5/8"2"43'-3 5/8"42'-11 3/4"72'-5 1/2"32'-0 3/8"2"29'-7 5/8"4'-4 3/8"1'-11 5/8"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"3/4"12'-0"3/4"12'-0"3/4"12'-0"3/4"12'-0"3/4"12'-0 7/8"3/4"10'-8"10'-8 3/4"10'-6 7/8"2"5'-0"11'-3 7/8"13'-3 1/2"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"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"9'-9 7/8"18'-0"24'-0"18'-0"18'-0"24'-0"18'-0"18'-0"1'-3" 19'-3"5'-0"11'-0"9'-0"9'-0"9'-0"8'-6"3'-4"3'-11" 1'-11 3/4"9'-0"9'-0" 1'-11 3/4" 9'-0"3'-11 3/4" 18'-0"2 7/8" 1'-3"9'-1 5/8"11'-11 1/8"3'-4 3/4"9'-0"9'-0"9'-0"9'-0"9'-0"11'-0"5'-0"9'-0"6"9"6"8 3/8"6"8 3/8"6"8 3/4"8"2'-4"7'-5 1/2"6"5'-6 1/8"3'-1" 2'-2 3/4" 4'-5 1/8"2'-8 7/8"15'-0"9"4'-9 1/8"4'-4 1/8"4'-11 1/2"6'-0"1'-0"8'-3 1/8"10'-0"1'-0 3/8"6'-0"3'-4 1/4"29'-1 7/8"15'-1 3/4"136'-9 5/8"5'-7 5/8"2'-6"4'-8 3/8"11 1/2"2'-5 5/8"1'-7 5/8"5'-3 1/2"3'-11 5/8"22'-8 3/8"3'-11 3/8"17'-6 7/8"3'-11 7/8"22'-8 1/4"3'-11 7/8"17'-6 5/8"3'-11 7/8"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"16'-2 3/4"24'-0 " 16'-1 3/8"4'-0"5'-9 3/8" 33'-1 7/ 8"6'-5 1/2"6'-5"10'-2 3/8"8 3/8"8 5/8"10'-2 7/8"24'-3 5/8"1'-3" 0" 2'-0" 0" 0" 0" R 24 ' - 0 "R 24'-0"30.0° A4 A317 A2 A317 B2 A203 D2 A315 B2 A304 B3 A304 E3 A303 A2 A308 B1 A206 A1 A206 A1 A207 A3 A205 100D103D 103C131A128145146 114 113 112 110 105 106B107125106122B 144126140A142143126A120114A 113A 112A 111A 110A 127122100E 1ST4A 1ST41ST4B1ST3A 1ST3 1ST2 1ST1A1ST2A 109A SF14 SF15 SF16 SF17 SF18 SF19 30 S6Bi S6Bi S6Bi S6Bi S6Bi W4Ai S6Bi S3.5Ai C8 S8Di S8Di S8Di S8Di S6Bi S8Di BRK 1 BRK 1 S8Di S6Bi S6Bi S6Bi S8Di BRK 1 S8Di S6Bi S6Bi BRK 1 S8Di S6Bi S6Bi S6Bi S8Di BRK 1 S8Di S6Bi S6Bi S6Bi S8Di S8Bi S8Di S3.5Ai C8 C8 C8 M8 C8 M8 S3.5Ai S3.5B S3.5Ai M8 S3.5Ai M8 M8 M8 M8 C8 S3.5Bi S3.5Ai S3.5Ai C8 C8 C8 C8 M8 M8 C8 C8 C8 M8 C8 S6Bi S6Bi C8 C8 BRK 1 S6Bi S8Di C8 C8 29 29140 6 12 32 11 18 7 32 29 29 24 1616 2 11 24 24 1124 32 KP KP KP 16 KP KP KP 11 29 33 33 29 29 298 M8 8 13124 10 10 10 SF27 SF26 SF26 1 14 9 1 14 9 1 14 9 1 14 9 1 14 9 1 14 9 100L13 13 13 11 13 13 13 5 13 1313 S8Di10929 S6Bi S6Bi S6Bi 132133122A C8 KP KP KP KP KP KP KP KP KP KP KP KP KP 11 13 13 KP 27 KP 27 27 KP 27 27 27 123 124 147 11 28 28 2828 2828 KPKPKP S3.5Bi M8 ABOVE C8 M8 ABOVE C8 M8 ABOVE M8 ABOVE M8 ABOVEKP KP S3.5Ai 13 1111 11 S6BiSF27 SF35 SF35 SF35 S6BiKP KP KP KP KP KP KP C8 C8 C8KP S8Di C8 C8 C8 1313 C8 S8Bi BRK 1 BRK 2 M811 13 13 13 1111 BRK 2 BRK 5 31 SF33 SF34 SF36 SF37 KP MATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA BFLOOR PLANAREA AMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA CFLOOR PLANAREA B80 RACKSRAMP UPTYP. T/SLAB T/SLAB RAMP DN 1:12 T/SLAB T/SLAB T/SLAB T/SLAB RAMP DN 1:12DN SLOPE UP 1:20SLOPE UP 1:20SLOPE UP 1:20SLOPE UP1:20SLOPE UP1:20SLOPEUP 1:20SLOPE UPUP UP 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 STR2 A:245 NA:245 Stair Stair STR4 A:229 NA:191 Commercial Room #:111 11 +1'-7" +1'-7" A:879 PA:855 Commercial Room #:112 12 +2'-4 3/4" +2'-4 3/4" A:1,091 PA:1,066 Commercial Room #:113 13 +2'-10 3/4" +2'-10 3/4" A:883 PA:858 Commercial Room #:114 14 +3'-3 3/4" +3'-3 3/4" A:1,499 PA:1,486 Corridor 146 A:288 NA:247 Corridor 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 Net Parking Garage 104 A:24,518 NA:24,518 Electrical 131 A:345 NA:345 Entry 147 A:66 NA:53 Bikes 127 A:429 NA:429 Res. Elev. 53 Res. Elev. 54 Elev. Lobby 124 A:107 NA:107 Elev. Lobby 123 A:111 NA:108 MDF City 133 A:68 NA:68 MDF House 132 A:101 NA:101 Mech 100K A:46 NA:46 Business Center 100HMen Jan 100L A:39 NA:39 Elev. Lobby 100D A:229 Closet 100E A:10 NA:10 #DrgID #LayID B2 A415 A4 A308 LIFT 16'-4 1/8"3'-8"A3 A308 E1 A410 Facility/Mech/Plumb Room #:125 A:349 NA:316 25 ±0" ±0" B1 A408 B1 A502 23'-8 7/8"4'-9"9'-0"4'-9 5/8"23'-7 1/8"18'-0"4'-1 3/4"9'-0"9'-0"5'-0"9'-0"9'-0"3'-0 3/8"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"26'-9"6"6'-2 1/2"21'-6 1/4"26'-8"21'-6 1/4"19'-7 3/4"14'-7 1/2"6"6'-0 3/4"11 5/8"15'-0"2'-9"1'-6 1/2" 10'-4 1/2"1'-0"4'-5"8'-8 3/4"2'-0"2'-6"5'-4 1/4"18'-7"4'-0"7'-8 3/8"8 3/8"4'-2 3/8"3'-2 3/8"4'-8 7/8"1'-7 3/4"1'-5 1/2"3 5/8"1'-7 3/8"5'-4"1'-11 5/8"1'-11 5/8"22'-8 7/8"1'-11 1/2"1'-11 3/8"17'-7 1/2"1'-11 5/8"1'-11 5/8"22'-9 1/8"1'-11 3/8"1'-11 1/2"17'-7 1/8"1'-11 5/8"1'-11 3/4"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"5'-7 1/2" A1 A307 111 M8 M824 33 KP 27 13 C8 24 Service Corridor 144 A:855 NA:740 Corridor 141 A:164 NA:130 Elev. Lobby 128 A:187 NA:187 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. Referencesheets 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. PARKING STALL MATRIX: Parking Story ADA Parking Stalls Reg. Stalls Total Stalls 1 3 47 50 2 1 59 60 3 1 59 60 4 1 59 60 Total: 6 224 260 SCALE: 1/8" = 1'-0" 1 1st Floor Plan-Area B A101B 0 4'8'16'