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HomeMy WebLinkAboutA101A 1st Floor Plan - 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 DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC 1st Floor Plan - 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 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 A 10 1A Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 03 04 05 06 7/1/20 8/24/20 12/17/20 5/10/21 ASI 2 ASI 3 ASI 9 Steel Release #2 BID PHASE II Moved extr walls, Moved Elevator, Moved Pump Room, Delete Ramp, Elevator doors switched Delete almost of masonry and concrete screen wall ballroom related ADD OPENING IN STAIR #3, STEEL RELEASE - BID PHASE II 06, 07, 08, 09, 10 12 16 18, 20 Tuesday, October 5, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren1 2 3 4 5 6 1234567891011121332 # Y Z PLAN NORTH K Slope 2%Slope 4.3%Slope 5%Slope 5% x23 x23 x22 x21.5 x21.5 x21.4 x21.4 x21.1 x21.1 x21 x21 x19 x19 x18.1 x18.1 x18 x18 x16 x16 xJ.5xJ.3 xG.5xGxF.9xFxE.9 G.8 G.9 H.3 H.4 H.6G.1F.4 XJ.4 20.7 20.7 20.5 20.5 19.7 19.7 19.4 19.4 19.5 21.2 21.2 F.10 H.1 D1 A412 E1 A411 A1 A413 B3 A101e5 B1 A101e5 C3 A101e5 B1 A418 A1 A417 D4 A417 C8 1ST2 31'-0" 8'-4" 2'-6 1/2" 4'-7 1/2" 30'-7 3/8"11'-8"1'-8"1'-0"2'-3 1/2"80'-0 1/2"69'-2"5'-4 3/8"10'-5 1/4"20'-10 3/8"8'-1 7/8"3'-10 1/8"8'-1 7/8"3'-10 1/8"8'-1 7/8"3'-10 1/8"8'-1 7/8"1'-6 1/8"11'-4 5/8"4'-8"4'-9 1/4"11'-6 1/4"20'-3"18'-1 1/4"4'-7 5/8"64'-1 5/8"12'-9 3/8"16'-0 1/4"5'-0 5/8"5'-2"1'-3 5/8"11'-4 5/8"4'-8"13'-6 3/4"2'-8"18'-4"17'-4"2'-8"16'-4"5'-1 1/4"5'-5 1/8"4'-2 3/8"1'-9 1/2"1'-9 1/2"1'-9 1/2"8"14'-7 1/4" 6'-4"27'-6"151'-6"82'-4"15'-7 1/8"8'-11 3/4" 1'-7 3/4" 36'-8 1/4"1'-7 3/4"2'-2 1/2"5 3/4" 9'-2"5'-6" 9 7/8"1'-6 1/4" 14'-1 1/2" 5'-6 5/8"5'-10" 7 1/4" 3'-5 1/2" 7 1/4" 5'-1 1/8"8'-5 5/8" 6 1/8" 1'-7 3/4" 6 1/8" 35'-8" 6 1/8" 1'-7 3/4" 6 1/8" 16'-4" 6 1/8" 4'-7 1/8" 92'-0 5/8"7'-7 5/8"3'-10 5/8"28'-9 5/8"13'-11 5/8" 2'-1" B2 A213 C3 A213 C2 A213 2 2 2 2 22 2 2 2 SF 3 SF 3 SF 3 SF 2SF 2 BRK 1 BRK 111 9 9 9 2 SF21 11 11 29 29 29 29 29 11 SF23 SF24 SF 7.2 SF 7 SF 7.1 KP KDP KP KP KP KP KP 109A C8 C8 M8106 M8 M8 M8 S8Di S6Bi S6Bi S6Bi138 M8108123 C8 C12 C10102 S6Bi S8Di124B S8Di S8Di110B KP S8Di S8Di 1 2 4 A 1ST3 C8 M8 M8 M8 M8105 S6Di103 S5Hi M8107B M8 S8Di S8Di S6Bi109B 124C S8Di S8Di 107A S5Hi M8 S3.5Ai S8Di S8Di S8Di S8Di 110A121 S6DiEXISTING HOTEL WALL THIS SIDE OF CONSTRUCTION LINEEXISTING HOTEL WALL THIS SIDE OF CONSTRUCTION LINEEGRESS REQUIRED TO BE MAINTAINED move 1.5" PIV FLOOR PLANAREA AFLOOR PLANAREA BMATCH LINEFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE BUILDINGSECTIONBUILDINGSECTIONBUILDING SECTION BUILDING SECTION FLOOR PLANAREA AFLOOR PLANAREA BMATCH LINEFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE 90 89919295969493989799100 101102103104 112113114115 116 119118117 128127 129 153151152 175 173174 154 176 136137138 267266265 DSVDSVDSVDSV 130 128127 139 147148149150 136 135 Vestibule 122 Existing Stair 104 Corr. 107A C10 C8 BRK 1 ABV STONE BLW C8 C8 C8 C8 D1 A303 D1 A301 D1 A301 A1 A302 B1 A302 D1 A304 D2 A305 D2 A304 D1 A307 D1 A320 D1 A321 D1 A322 D1 A323 D2 A323 D1 A324 D1 A308 A4 A307 D2 A320 D1 A305 D2 A306 D2 A321 D3 A304 #DrgID #LayID 2 A210 M8 C14KP KP KP 1 A210 C81234567UP1 2 3 4 5 UP 1234567891011DOWN 127 B1 A415D1 A101e3 B1 A101e35'-2"10" 14'-11 1/8"11 1/2"4" 78'-0 5/8"7'-2"22'-9 3/8" 2"11 1/2"8 7/8" 10'-9 3/4" 7 5/8"75'-3 3/8" 7 5/8" 14'-10" 23'-6"5'-10"21'-8"9'-3 1/2"12'-3 1/4"5'-0"9'-6 7/8" 9 3/8"8'-0 3/4"6'-4 1/2"8'-1 5/8"3'-2 3/4"12'-0"8'-1 5/8"3'-10 3/8"8'-1 5/8"2'-2 1/4"9'-10 1/8"13'-3 1/8"7'-8"6'-10 1/2"4'-6"12'-7"9'-10 5/8"6'-11 1/4"14'-9 1/2"6'-11"6'-10"7 5/8"4'-0"7 5/8"11'-8 3/8"7 5/8"16'-10"22'-2" 11'-11"8'-8"8'-4"6'-4 3/8"13'-3 1/4"11'-7 3/4" 6'-11"1'-1 3/4"11'-11"8'-4"7'-10 3/4"13'-4"18'-8"8'-8 7/8"8'-7 1/8"1'-6 1/8"16'-10 3/8"4'-2"2'-5"22'-8 5/8"42'-4 3/8"1'-8"69'-2"7 5/8"13'-11 5/8"10 3/8"22'-8 7/8"2'-11 1/4"60'-8 3/8"21'-5 5/8"3'-6 7/8"15'-6" 3'-6 7/8"4'-4 1/4" 1'-5 3/8" 2'-10"6'-4 3/8"1'-7 5/8"6'-4 3/8"9 1/8" 2'-6 1/4" 6'-5 7/8" 1'-6 1/8" 6'-5 7/8" 1'-4 3/4" 17'-11 1/2" 18'-4 7/8" C4 A213 KP Water Entrance 107 Electric 105 Corridor 127 Elev. Mach. Room 108 Residential Lobby 110 General Services 124 Public Lobby 109 Drive Thru 128 G: 5,546.3 sq ft P: 5,546.3 sq ft Pump Rm 106 Elev. Mach. Room 103Elev. 5 Elev. 4 Stair 3 Stair 2 Elev. 3 Elev. 6 Elev. 7 Tenant Vestibule 123 C8D1 A306 D2 A324 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 1st Floor Plan A101A 0 4'8'16'1231 2 3 4 5 6 1234567891011123456789101112131234UP1234567UP1 2 3 4 5 UP 1234567891011DOWN