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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 DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR 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 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 A 104 B Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 02 11/26/19 5/10/21 Foundation Release Steel Release #2 BID PHASE II ADD OPENING IN STAIR #3, STEEL RELEASE - BID PHASE II 18, 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J WrenU36'-8" 2'-4"U32'-4" by6'-8"W DWD WDWD W/DW/D W/DW/D W/DW/DWW/DRANGEREFRANGEREFRANGEREFRANGEREF REFRANGEREFW/DW/D WDDWRANGE REFDWRANGE REFDWRANGE REFDWRANGE REFDWDWDWDWDWRANGEDWDWRRANGEDWUP8TREADS(11")UP9TREADS(11")UP8TREADS(11")UP9TREADS(11") PLAN NORTH B1 A410 D1 A414 # A327 D4 A315 D3 A315 B1 A301 B1 A301 D1 A301 A1 A302 B1 A302 D2 A309 D2 A310 D1 A310 A2 A312 D1 A314 D2 A314 D2 A316 D1 A318 C1 A327 D2 A318 D2 A319 D1 A320 D1 A321 D1 A309 D1 A311 D2 A311 D1 A312 D2 A313 D1 A313 D2 A320 D1 A319 C3 A327 D2 A315 D1 A315 D1 A317 C3 A327 C3 A327 D1 A314 1 A206 1 A205 1 A207 1 A204 2 A208 2 A204 2 A203 1 A208 1 A205 M8 M8 S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S3.5Ai M8 M8 4ST2 M8 S4Hi M8 M84 S T 1 M8 BRK 2 BRK 2 BRK 1 BRK 2 BRK 1 EIFS EIFS BRK 4 BRK 1 EIFS EIFS BRK 1 EIFS EIFS EIFS BRK1 BRK 1 EIFS EIFS EIFS EIFS EIFS BRK 1 S4Hi M8 S3.5Ai S3.5Ai M8 M8 S3.5Ai S3.5AiD3 A304 D3 A304 KP KP S6Bi 419 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di 417A S6Di S6Di S6Di411A S6Di S6Di415A S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di418A414A416A S6Di BRK 1 BRK 1 BRK 1 BRK 14 2 0 A S6Bi S6Bi S6Bi418420416411 422 S6Bi S3.5Ai S3.5Ai S3.5Ai S6Bi417 S3.5Bi S3.5Bi458 S6Bi S6Bi 414 S3.5Ai S3.5Ai S3.5Ai S3.5Ai S6Bi S6Bi S6Bi 4 1 3 415 S6Bi421 S6Bi S6Bi S3.5Ai S6Di S6Di 419A4 2 2 A FLOOR PLANAREA AFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA BMATCH LINE SIM.BUILDINGSECTIONBUILDINGSECTIONBUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION G: 1,159 sq ft Lobby 429 D1 A316 EIFS EIFS BRK 1 EIFS EIFS EIFS EIFSStair 1 Elev. 2 Stair 2 Elev. 3 Shaft 456 Trash/ Mech 458 One Bed 413 Type A1 P: 962 sq ft G: 993 sq ft One Bed 411 Type A2 P: 923 sq ft G: 953 sq ft Two Bed 419 Type B1 P: 1,271 sq ft G: 1,306 sq ft Three Bed 417 Type C1 P: 1,597 sq ft G: 1,636 sq ft Three Bed 415 Type C2 P: 1,533 sq ft G: 1,574 sq ft Two Bed 420 Type B3 P: 1,288 sq ft G: 1,301 sq ft One Bed 418 Type A9 P: 707 sq ft G: 734 sq ft One Bed 414 Type A7 P: 728 sq ft G: 758 sq ft Corridor 426 Corridor 428 Lobby 427 Shaft 457 Shaft 455 One Bed 416 Type A8 P: 768 sq ft G: 793 sq ft Two Bed 422 Type B9 P: 1,248 sq ft G: 1,268 sq ft Studio 421 Type D3 P: 410 sq ft G: 438 sq ft 12345678UP123456789UPUP9TREADS(11") UP CL BRICK TYPE 1: BELDEN COMMODOR E VELOUR, UTILITY BRICK TYPE 2: BELDEN 661 SMOOTH, UTILITY BRICK TYPE 3: BELDEN COMMODORE VELOUR, UTILIT Y THIN 3/4" THICK BRICK TYPE 4: BELDEN 661 SMOOT H, UTILITY THIN 3/4" THICK BR ICK LEGEND: BRK 1 BRK 3 BRK 2 BRK 4 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 All formed concrete stairs require embedded steel nosings like Wooster Products Type 241BF. 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 6" 1-HR metal stud wall above existing CIP/CMU wall up to deck above 9 Mech, units above, refer to M-Series sheets. 10 1-HR safing between ex. column and new CIP wall w/ aluminum cover plate protecting safing material up to deck. 11 Down spout, 4" PVC, for gutter at building expansion joint. 12 Overhead 4" PVC, for gutter at building expansion joint. 13 Provide polyvinyl V.P. at inside face of exterior walls, without gypsum board. 14 Recessed access directory. Reference E-Series drawings. 15 At commercial spaces, provide vapor retarder and batt insulation at exterior walls, space side of corrodor walls and demising walls. Gypsum board shown in wall type will be scoped for later tenant work, unless deirected by Pedcor Development, Owner, Architect or Signature Construction to include it in the Building Shell scope of work. 16 See sheet A405 for enlarged shaft plans. 17 Floor opening at shaft or chase in floor framing/slab. Fill opening at the 2nd floor slab with a NER 258 assembly (2 hour). Typical at all shaft openings. 18 Chase for electrical cabling. 1-HR fire assembly required at all floor/ceiling penetrations. 19 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. 20 Semi-recessed 1-HR rated fire extinguisher cabinet and extinguisher. 21 Corner bumper guard, typical at all outside corners, unless otherwise noted. Reference detail D3/A503. 22 Control Joints in Corridor Walls see details A3/A503 and B3/A503. See Sheets #LayID(ref) for dimensions. 23 Vent stacks, reference P-Series drawings. 24 Roof drains, reference P-Series drawings. 25 Metal stair assembly. Reference sheets starting with sheet A410. 26 Steel balcony assembly attached to structural steel tube outriggers. Reference sheets starting with sheet A504 and S-Series drawings. 27 Thickened interior wall for large plumbing clearances. Reference Detail A6/A520. 28 Future slab opening. Provide concrete composite slab. 29 Prime and paint exterior glass matt gypsum sheathing. Drywall finish system must be exterior grade and compatible for the paint primer. 30 Match slab finish at hotel floor, not including finish material. 31 See Shts #### for renovation of hotel interiors for connection of the two buildings. KP KEY PAD DOOR ACCESS CONTROL KPD KEY PAD DIRECTORY - DOOR ACCESS CONTROL GENERAL PLAN NOTES: 1. Dimensions are to face of studs unless otherwise noted. 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 to A137 for interior layout of apartments and details. 5. See shaft sheet A405 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). Two hour for any 3rd floor locations and one 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 3rd, 4th, 5th and 6th 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 A504-A506 for balcony types and details: B1 to B# 13. For 4th and 5th floor plans see 3rd floor sheets (A103A and A103B) for dimensions, notes and detail markers pertaining to floors 3, 4 and 5, unless noted otherwise. SCALE: 1/8" = 1'-0" 2 4th Floor Plan A104B 0 4'8'16'