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HomeMy WebLinkAboutA103B 3rd 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 3rd 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 A103B CITY REVIEW Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 2/3/23 Carmel Review Friday, March 31, 2023, BIMcloud: pedcordesign - BIMcloud as a Service/Concourse/CONCOURSENOT FORCONSTRUCTIONGENERAL 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 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 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 A407 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 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 #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 A501, A509-A523 and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail #REF. 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 Bike Maintenance Station. Ref. ? 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 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 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 A407 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 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 #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 A501, A509-A523 and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail #REF. 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 Bike Maintenance Station. Ref. ? 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 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 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 A407 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 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 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 A501, A509-A523 and S-Series drawings. 26 Thickened interior wall for large plumbing clearances. Reference Detail #REF. 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 Bike Maintenance Station. Ref. ? 32 FRP panels 4'-0" high over 33 Align face of CMU wall with face of column. 34 Ornamental metal guardrailing.NNC1 A414 C1 A415 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 A4 A317 A2 A317 B2 A203 B2 A304 B3 A304 E3 A303 A2 A308 B1 A206 A1 A206 A1 A207 A3 A205 B3 A221 #DrgID #LayID 231'-9"8'-9 5/8"12'-4"10'-1 3/8"5'-3 7/8"4'-10 5/8"5'-3 7/8"10'-1 1/4"12'-4"10'-3 3/8"5'-3 7/8"4'-10 1/2"5'-3 7/8"10'-1 1/4"12'-4"10'-3 3/8"5'-3 7/8"4'-10 1/4"5'-5 1/8"12'-5 1/8"12'-4"3 5/8"190'-3 1/8"215'-1"5'-8 1/8"5'-8 1/8"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"3'-1 1/2"5'-8 1/8"5'-8 3/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-0" 6'-0"3'-0" 9'-3 3/4"2'-9" 8" 11 1111 KP KP 28 28 28 28 332 3ST1 4ST4A 3ST4311A312A310A309A307A308A306A4ST3A3ST3 344A344B3453ST2 A4ST234113 13 13 13 13 4ST1 A KPKP KP KP KP 24 24 24 24 13 13 13 13 13 13 13 27 27 27 27 28 28 2828 2828 13 M8 M8 M8 M813 13 24 M8 13 SF35 SF36 SF37 SF35 SF35 SF37 307308309310311312 W6Bi W6Bi W6Bi W6Bi W6Bi W6Fi W4Ai W6Bi W6Bi W1.5A W4Ai W6Fi W6Fi W6Fi W6Fi15 24 24 24 24 32 KP KP 27 27 27 27 28 28 2828 2828 7 33 MATCH LINE MATCH LINE MATCH LINE MATCH LINERAMP DNFEC FEC Service Elev. 001 Public Elev. 002 Res. Elev. 004 Res. Elev. 003 Elev. Lobby 341 A:189 NA:189 Elev. Lobby 344B A:105 NA:105 Elev. Lobby 344A A:99 NA:90 Shaft 343 Trash 345 A:107 NA:107 Corridor 333 A:1,451 NA:1,451 Apartment Type A4 310 A:785 PA:756 Apartment Type A4 309 A:788 PA:760 Apartment Type A4 308 A:788 PA:761 Apartment Type A4 307 A:782 PA:759 Apartment Type B5 306 A:963 PA:941 Trash Room 340 A:50 NA:44 Chute 50 Parking Garage 300 A:25,255 NA:25,255 Corridor 332 A:1,692 NA:1,692 Corridor 330 A:960 Apartment Type A4 312 A:783 PA:759 Apartment Type A4 311 A:785 PA:756 B2 A415 A4 A308 11 A3 A308A1 A307 A1 A306 A2 A306 A3 A306 C2 A503 C1 A503 D1 A503 D1 A503 B2 A503 B2 A503 B2 5'-4"5'-4"5'-4"1'-0"KP 51 SCALE: 1/8" = 1'-0" 6 3rd Floor Plans-Area B A103B 0 4'8'16'