Loading...
HomeMy WebLinkAboutA104B 4th 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 4th 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 A 104 B 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 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. 3'-4 1/2"6 1/2"1'-4"4 1/2"10"1'-2 1/2"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 1 2 3 4 5 6 7 8 9 UP123456789UP UP123456789UP123456789UP123456789UP 1 2 3 4 5 6 7 8 9 UP NNMATCH LINE C1 A415 C1 A414 A4 A317 A2 A317 A2 A316 B3 A304 E4 A303 A2 A308 B1 A206 A1 A206 A1 A207 42'-11 3/4"72'-5 1/2"32'-0 7/8"2'-8 3/4" 2'-8 3/4"5 3/4"1'-9"1'-9"2'-8 3/4" S3.5Ai S6Di S6Ai1313 1313 KP 28 28 28 332 4ST2A4ST24414ST3A444B444A4454ST4 412A411A409A410A408A407A406A4ST1 4ST1A4ST3 13 13 13 13 13 13 13 13 13 407408409410411412 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 KP3ST4AMATCH LINE MATCH LINE MATCH LINE RAMP DNFEC FEC SHAFT Service Elev. 001 Public Elev. 002 Res. Elev. 004 Res. Elev. 003 Shaft 443 Trash 445 A:107 NA:107 Corridor 433 A:1,451 NA:1,451 Apartment Type A4 410 A:785 PA:756 Apartment Type A4 409 A:788 PA:760 Apartment Type A4 408 A:788 PA:761 Apartment Type A4 407 A:782 PA:759 Apartment Type B5 406 A:963 PA:941 Trash Room 440 A:50 NA:44 Chute 50 Parking Garage 400 A:25,255 NA:25,255 Corridor 432 A:1,692 NA:1,692 Corridor 430 A:960 Apartment Type A4 412 A:783 PA:759 Apartment Type A4 411 A:785 PA:756 Elev. Lobby 441 A:200 NA:200 Elev. L. 444B A:103 NA:103 Elev. L. 444A A:95 NA:84 B2 A415 A4 A308 A3 A308A1 A307 A1 A306 A2 A306 A3 A306 KP 51 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" 3 4th Floor Plan-Area B A104B 0 4'8'16'