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HomeMy WebLinkAboutA107B 7th 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 7th 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 107 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 STEEL RELEASE - BID PHASE II 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J WrenU36'-8" 2'-4"U32'-4" by6'-8"WW/DWDWD W/DW/DRANGE REFRANGEREFRANGEREF REFRANGEREFWDDWDWDWDWRANGEDWDWRRANGEDW19 TREADS (11")1234567891011DOWN12345678910DOWN10TREADS(11") PLAN NORTH B1 A410 E1 A414 A3 A506 A3 A506 D1 A506 B2 A506 D2 A506 D1 A419 D4 A315 D3 A315 B1 A301 B1 A301 D1 A301 D1 A301 A1 A302 B1 A302 A2 A312 D1 A314 D2 A314 D2 A316 D1 A318 D2 A318 D2 A319 D1 A320 D1 A321 D1 A309 D1 A311 D2 A311 D1 A312 D2 A313 D1 A313 D2 A320 D1 A319 D2 A315 D1 A315 D1 A317 D1 A314 B1 A326 C1 A326 1 A206 1 A205 1 A207 1 A204 2 A208 2 A204 2 A203 1 A208 1 A205 S4Hi S4Hi M8 7 ST1 M8 M8 M8 M8 S4Hi S4Hi S4Hi D3 A304 D3 A304 S3.5Ci S5Hi S3.5Ci S3.5Ci S6Ci S6Di S6Di S3.5Ai 1 1/2"5'-7"4'-6 3/4"4'-9 1/2"8'-9 1/4"4'-11 1/2"6'-2"6'-2"EQEQ6'-1/2"6'-1/2"4'-5 3/4"3'-1 1/4"3'-6"5'-9"6'-8"4'-10 3/4"6 3/4" 7'-6 1/4"17'-4 1/2"43'-5 3/4"24'-10 1/2"2 1/4" 93'-7 1/2" 13'11'-10 1/2"5'-7 3/4"16'-1 3/4"16'-1 1/4"5'-7 1/4"10'-1 1/2"18'-6 1/4"12'-3 3/4"7'-4 1/2"12'-1 1/4"7'-7 1/4"20'-10"6'-8"18'-2 3/4"18'-2 1/2"6'-8"8'-7 3/4"2 1/4"26'-11 1/2"36'-8 1/2"27'-3/4"14'-1 3/4"1 1/2"7'-1 1/2"12'13'-4 3/4"12'-10 1/4"12'-10"13'-1 1/4"12'7'-5 1/4"3'-9"6'-1"4'-4"93'-7 1/2" 2 1/2"11'-3/4" 2'-5 1/4" 45'-7 3/4"18'-9 3/4" 3'-3/4" 8'-1 1/2" 4'-1 1/4" 2 1/4" 1'-3/4" 5" 5" 1'-3/4" 5'-7" 5'-6 3/4"20'-10"8'-7 3/4"14'-5 3/4"10'-4 3/4"105'-2 1/2"6'-8"6'-9 3/4" 6'-3 1/2"9'-1/4" 13'-5 3/4"64'-5 1/4"6'-3 1/2"9'-1/4" 2 1/4"26'-1 3/4"25'-9"9"36'-3/4"2'-2 1/2"9"38'-5"29'-2 1/2"24'-10 3/4"12'-10 1/2"9" 1'-6 1/4" 9"14'-11 3/4"9"10'-10 1/2"24'-10 1/2"38'-2 1/4"5'-7"7'78'-1 3/4"18'-11 3/4" 13'-5 3/4"26'-9 1/2" 39'-8 1/2" 6'-11 1/4"6" 24'-3 1/4"14'-9" 6 3/4"5'-1 1/4"R.O.22'-8"2'-1 1/2"5' 7'-9 3/4" 13'-4 1/2"22'8'-6 1/4"10 1/4"D1 A319 A3 A212 B2 A212 B3 A212A2 A212 D3 A212 C3 A212 C2 A212 D2 A212 3 10 10 9 22 10 1516 8 8 16 719 FW1 FW1 S6Di719A S6Di S6Di S6Di BRK 3718B S6Di 718A S6D BRK 3 S6Di S6Di S6Di S6Di7 2 0 A S6D S6Di S6Di S6Di S6Bi 715 S6Bi S6Bi720 S3.5Ai S3.5Ai S3.5Ai S3.5Ai S3.5Ai S3.5Bi759 S6Bi717 S6Bi721 S6Bi S3.5Ai S6Bi S6Bi 718 S6Di S6Di BRK 3 EIFS EIFS BRK 3 BRK 3 BRK 3 BRK 3 EIFS EIFS EIFS EIFS EIFS EIFS BRK 3 EIFS EIFS BRK 4 EIFS EIFS EIFS EIFS EIFS BRK 3 EIFS S6Di S6Di 717B717A717C S6Di S6Di715B S6Di 715A S6Di STAIR#1 BUILDINGSECTIONBUILDINGSECTIONBUILDING SECTION BUILDING SECTION BUILDING SECTION BUILDING SECTION OPP SIM. ROOF ROOFROOF ROOF Three Bed 715 Type C2.2 P: 1,455 sq ft G: 1,481 sq ft Two Bed 719 Type B8 P: 1,132 sq ft G: 1,161 sq ft Three Bed 717 Type C1.1 P: 1,448 sq ft G: 1,485 sq ft Two Bed 718 Type B3.2 P: 1,178 sq ft G: 1,178 sq ft Two Bed 720 Type B10 P: 1,126 sq ft G: 1,126 sq ft DOWN UP D1 A316 D1 A326 D5 A212 D4 A212 EIFS EIFS EIFS19 TREADS (11")Trash Mech 758 Corridor 726 Corridor 728 Shaft 757 Stair 1 Elev. 2 Studio 721 Type D3 P: 409 sq ft G: 437 sq ft Shaft 756 Lobby 727 Stair 4 ROOF PLAN GENERAL NOTES: 1 Roof Plan A106A, B, A107A and B references and details the wood stud composition of all parapet walls and gables, with a cutting plane of +3' above roof deck. Or shown otherwise in elevations and sections. Details A109A through D reference and detail general roof assembly with a cutting plane above all roof. 2 PVC roofing goes up the back side of all parapets and gables U.N.O. or shown otherwise in elevation and sections. 3 Reference Sheets A109A, B and C for all gabled parapets and associated assemblies, including metal roofing, copings caps, vents and transom panels. ROOF PLAN NOTES: 1 Vent stacks, reference P series drawings. Follow roofing manufacturer's required flashing details for curbs and penetrations. 2 Roof drains, reference P series drawings. 3 Standing seam metal roof, self-adhering underlayment throughout. 4 Elevator vent. Follow roofing manufacturer's required flashing details for curbs and penetrations. 5 Roof hydrant. Ref. P-Series drawings. 6 Mechanical equipment. Ref. mechanical drawings. Follow roofing manufacturer's required flashing details for curbs and penetrations. 7 Polyvinyl-chloride (PVC) roofing over 5/8" gypsum recovery board, 6" rigid insulation, and 6 mil. polyethylene vapor barrier. 8 Tapered roofing @ 1/2":1' 9 Pre-finished metal roof edge. 10 Pre-finished aluminum gutter. 11 Pre-finished metal coping. 12 Shaft opening below with roof curb/cap above. Ref. M-Series sheets for roof curb/cap design. 13 Break in structural roof decking. Ref. S-Series drawings. 14 Roof vents, ref. M-Series sheets. 15 PVC roofing membrane to wrap up sides of elevator shaft as well as on top of shaft. 16 Stair shaft to have PVC roofing membrane on the top of the shaft. Check elevations and wall tags for EIFS. 17 Provide crickets at any mechanical curb, typ. 18 Rubber roof walkway pad, typ. 19. Decorative urn. (Fiberglass-reinforced polymer fabrication) Ref. #### 20. Roof expansion and counter flashing detail joining the main roof to the side of the hotel wall. Hotel wall is an exterior gypsum board wall assembly with EIFS panels attached. See section details. 21. Wood framed boxes sheathed with preservative treated plywood, roofed with PVC membrane. Ref. #### 22. Splash blocks at downspout, typ. 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" 1 7th Floor Plan A107B 0 4'8'16'UP9TREADS(11")UP8TREADS(11")12345678910111213141516171819DOWN UP 19 TREADS (11")1 2 3 4 5 6 7 8 9 DOWN 12345678123456789DOWN1234567891011DOWN 12345678910111213141516171819DOWN UP 19 TREADS (11")