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HomeMy WebLinkAboutA105A 5th Floor Plans-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 5th Floor Plans- 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 A 10 5 A 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"R 1'-0"10"1'-2 1/2"12345678910UP 1 2 3 4 5 6 7 8 UP2345678910UP12345678UP NB3 A414 E2 A310 A2 A312 B1 A206 A1 A308 A2 A413 5"44'-6 5/8"6 3/4"24'-2"6 3/4"31'-6 1/4"5"13'-6 1/8"5"56'-3"6 3/4"45'-7"1'-0 3/4"1'-5" 18'-6 3/8"13'-2 1/4"11'-7 7/8"10'-11 5/8"11'-8 1/4"23'-6 1/2"10'-7 1/2"4'-3"6'-5"10'-4 1/2"13'-2"34'-3 3/4"13'-2 3/8"30'-4 1/4"44'-9 1/8"7 5/8"10'-7"7 5/8"7'-5"1'-3"7 5/8"32'-11 7/8"5"11'-8"12'-1 3/8"5'-2 5/8"11'-10"12'-8 1/4"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"5'-8 1/8"3'-1 1/2"5'-8 1/8"5'-8 1/8"5'-8 1/8"3'-1 1/2"3'-1 1/2"11'-6 3/8"8 3/4"11'-8 1/4"8 3/4"11 5/8"6'-6 1/8"12'-4"7'-11 3/8"4'-7"6'-11 5/8"6'-8 1/8"5"4'-4"5'-3"11'-9 1/8"12'-7"5'-3 3/8"108'-1 3/8"3'-4 1/2"6 5/8"1'-4 1/8"4 1/2" KP523A5 2 2 A 516A5 1 5 A 5ST35455ST4521A520A519A5 1 8 A 5 1 7 A 5 1 4 A 5 1 3 A 512A511A525A524A511512513514515516517518521522523524525520--- W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W6Bi W1.5A W4Ai W6Fi W6Fi W6Fi W6Fi W6Bi W6Bi24 24 24 32 15 32 15 32 549 547 KP KPKP 27 534535 W6BiMATCH LINE MATCH LINE FECFEC SIM. Apartment Type A3 519 A:701 PA:687 Stair STR3 A:201 NA:164 Stair STR4 A:227 NA:187 Service Elev. 001 Public Elev. 002 Shaft 548 Shaft 546 Trash 545 A:107 NA:107 Corridor 533 A:1,451 NA:1,451 Facility Managmt 547 A:193 NA:176 Apartment Type B1 525 A:1,008 PA:992 Apartment Type B2 524 A:958 PA:935 Apartment Type A1 523 A:793 PA:766 Apartment Type D1 521 A:447 PA:420 Apartment Type B4 513 A:1,059 PA:1,036 Apartment Type B2 514 A:959 PA:934 Apartment Type A1 515 A:792 PA:765 Apartment Type A2 516 A:791 PA:766 Apartment Type D1 517 A:447 PA:420 Corridor 535 A:453 NA:453 Corridor 534 A:454 NA:454 Facility Managmt 549 A:193 NA:176 Apartment Type A2 522 A:790 PA:765 Apartment Type B3 518 A:932 PA:908 Apartment Type B3 520 A:932 PA:908 Apartment Type A4 512 A:783 PA:759 Apartment Apartment Type A3 519 A:701 PA:687 A3 A317 A3 A308A1 A307 A4 A308 A1 A3069 7/8"1'-2 5/8"KP Chute 51 A4 A308 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 5th Floor Plan-Area A A105A 0 4'8'16'