Loading...
HomeMy WebLinkAboutA103A 3rd 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 3rd 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 3 A 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 WrenU26'-8" 2'-10"WDW/DW/D W/DW/DDW/DRANGERANGERANGEREF RANGEREF RANGEREF RANGE REFRANGE REFREFREFREFRANGEREF W/DW/D W/DW/DW/DW/DW/DW/DW/DW/D W/DW/D W/DW/D W/DW/DW/DW/DRANGE REFDWRANGE REFDWDWRDW R DW DWDWDWDWRANGEDWRANGEDWRANGEDWDWUPUP9TREADS(11") UP PLAN NORTH CL 2 A106A C1 A403 C1 A411 B1 A412 D1 A415 A1 A103e1 A3 A103e1 A2 A103e1 C1 A103e1 B4 A505 B2 A505 D1 A418 C1 A417 A1 A503 A1 A503 A1 A503 A1 A503 A2 A503 A2 A503A2 A503 A2 A503 A2 A503 A2 A503 A2 A503 B1 A503 A2 A503 A2 A503 A2 A503 A2 A503 A2 A503 B2 A503 A2 A503 A2 A503 A2 A503 B1 A503 B1 A503 B1 A503 B1 A503 B1 A503 B1 A503 B1 A503 C1 A503 C1 A503 C1 A503 B1 A503 A2 A503 D1 A503 D1 A503 D1 A503 D1 A503 D1 A503 B2 A503 B2 A503 B2 A503 B2 A503 B2 A503 B2 A503 B2 A503 B2 A503 B2 A503 2 A106A C2 A503 A1 A503 D1 A503 D1 A503 D1 A503 D1 A503 D1 A503 D1 A503 B1 A103e1 B1 A103e1 B1 A103e1 C1 A103e2 C2 A503 C2 A503 C2 A503 C2 A503 A1 A503 A1 A503 B1 A103e1 A2 A103e1 # A327 D1 A303 D1 A301 D1 A301 A1 A302 B1 A302 D1 A304 D2 A305 D2 A304 D1 A307 D2 A309 C1 C2 A327 D1 A320 D1 A321 D1 A322 D1 A323 D2 A323 D1 A324 D1 A308 D1 A309 A4 A307 D2 A320 D1 A305 D2 A321 C1 A322 D3 A304 C3 A327 C3 A327 C3 A327 C3 A327 B4 A417 #DrgID #LayID 1 A201 2 A210 1 A209 1 A202 1 A203 2 A208 D2 A505 EXISTING EXISTING 6"8 7/8"25'-10"32'-5 1/8"9 1/4"25'-0 3/4"8 7/8"7 5/8" 8'-8 1/2"7 5/8"23'-11 1/4"8 7/8"27'-5 7/8"8 7/8"21'-10 1/8"3 5/8"25'-0 3/4"8 7/8"311'-9 1/8"10'-7 3/4"7'-9" 6 1/2" 18'-1"9'-11 3/4"11'-1 3/4"9'-11 5/8"17'-9 3/8" 6 1/2" 35'-6 3/4" 6 1/2" 18'-4 3/4"68'-0 1/2"6 1/2"31'-6 5/8"1 3/8"14'-6 5/8"1 3/8"28'-4 3/4"7/8"14'-6 5/8"1 3/8"32'-6 7/8"6 1/2"27'-0 1/2"6 1/2"32'-1 1/8"14'-9 3/8"28'-4 3/4"14'-8 7/8"33'-1 3/8"27'-7"1'-7 3/4"5'-8 1/8"8'-0 1/4"5'-3"5'-9 1/4"6'-8"5'-7 3/4" 2'-9 7/8" 4'-4" 2'-9 7/8" 5'-6 7/8"5'-7"2'-9"4'-4" 2'-10 5/8" 5'-0"7'-4 1/8"5'-5 1/4"11'-0"5'-11"9'-4 7/8"6'-10 5/8"8'-5 1/4"16'-2"7'-0 3/4"7'-3 3/8"7'-3 3/8"6'-11 5/8"15'-0"6'-7 3/8"7'-3 3/8"7'-3 3/8"7'-5"11'-6 1/4"9'-7 7/8"4'-1 1/8"5'-3 5/8"15'-10 1/8"6'-5 1/4"27'-6 3/8"11'-3"37'-1 1/8"49'-3 1/4"63'-5 1/2"27'-3 5/8"1 3/8"11'-3"1 3/8"3'-11"1 3/8"32'-10"1 3/8"13'-3 3/4"7'-0"5'-7 1/2"5'-10 1/4"4'-0 3/8"5'-6 3/4"11'-8"9'-2 1/2"6'-4 3/4"17'-3 1/2"9'-11 3/8"31'-9 3/4" 7'-10 3/4"6"13'-7 7/8"8 7/8"42'-4 3/4"8 7/8"14'-10 3/8"8 7/8"19'-6 1/2"6"7'-1 1/4"6"32'-3 1/4"6" 8'-0 1/4"5'-4 1/2" 6" 11'-9 5/8"9'-9 1/8"31'-11 3/8"34'-7 5/8" 52'-9 1/4"1'-0"1'-0"13'-4"6"17'-3 1/4"6"10'-5 3/4"6"17'-3 3/8"28'-2 3/4"6"5'-1 5/8"13'-11 7/8"21'-9 1/4"11'-7 5/8"16'-11 5/8"10'-8 5/8"11'-9 5/8"17'-7 1/4"1'-10 1/8" 2 3/8" 122'-6 1/2"1'-1 1/4"1'-7 3/4"4'-9 7/8"8'-10 5/8"6"8'-11 3/4"3"5'-4 3/8"26'-3 3/4"6"15'-6 3/8"7 5/8"19'-3 5/8"63'-5 1/2"6'-5 7/8"14'-6 1/2"14'-2 3/8"10'-9 7/8"3'-4 3/4"5'-1 3/4" 16'-0 1/2" 9'-4 1/2" 7'-7 3/8"7'-3 1/2"11'-7 5/8"8'-11 3/4" 28'-0 1/4" 9'-4 1/2"1 3/8"63'-4 1/8"30'-1 1/4" 28'-9"1'-4 1/4"1'-0"33'-7 5/8" 34'-7 5/8" 35'-8 1/4" 1'-0" 33'-7 5/8"2'-1 3/4"32'-7"6"16'-0 1/2" 4'-10 1/8"35'-0 1/2"6"6'-11 3/8"6"29'-7 7/8" 39'-10 5/8" 1'-0" C2 A327 B3 A303 C4 A307 # A328 # A328 2 A203 1 A210 20 20 20 20 21 21 21 21 21 21 26 21 21 21 16 16 28 KP S6Di S6Di S6Di S6Di 307A S4Hi S4Hi302A S3.5Ai S3.5Ai S3.5Ai M8 M8 3ST2 M8 M8 M8 M8 S4Hi S4Hi S4Hi M8 S6Di S6Di M83ST3 M8 M8 S6Di 311A S6Di S6Di3 1 0 A308A S6Di M8 S6Di S6Di 306A EIFS S3.5Ai S3.5Ci S3.5Ci S5Hi M8 M8 M8 M8 M8 S4Hi S4Hi S5Hi S3.5Ai EIFS S3.5Ci S3.5Ci S6Ci S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S4Hi S6Bi S5Hi S3.5Ci S3.5Ci S3.5Ci S5Hi S3.5Ci S5Hi S3.5Ci S3.5Ci S4Hi S4Hi S3.5Ai S3.5Ai311 S3.5Ai S3.5Ai S3.5Ai S3.5Ai S6Bi S6Bi 314 S6Bi S6Bi S3.5Ai S3.5Ai S3.5Ai S3.5Ai S3.5Ai S6Bi301 S6Bi361 S6Bi S6Bi303 S6Bi 305 S6Bi S6Bi S6Bi3 5 9 S6Bi307 S6Bi312310308 S6Bi306 S6Bi304 S6Bi302 S6Bi300 S6Bi S6Bi S6Bi362 S6Bi S3.5Ai S6Bi S6Ci S6Ci S5Hi S5Hi S3.5Ai S6Bi S6B S6Di312A S3.5Ai S6Di S6Di S6Di S6Di3 14A S6Di304A S6Di3 0 0 A S3.5Ai S3.5Ai M8 S6Di BRK 1 BRK 2 BRK 1 BRK 1 BRK 1 BRK 2 BRK 1 BRK 1 BRK 1 BRK 2 S6Di M8FLOOR PLANAREA AFLOOR PLANAREA AFLOOR PLANAREA BMATCH LINE FLOOR PLANAREA BMATCH LINE SIM. SIM. TYP. SIM. SIM. SIM. SIM. SIM. OPP. OPP. SIM. SIM. SIM. SIM. SIM. SIM. SIM. SIM. SIM.BUILDINGSECTIONBUILDINGSECTIONBUILDING SECTION BUILDING SECTION ROOF SLOPE TYP. TYP. SIM. SIM. Elev. 6 One Bed 302 Type A3 P: 1,514.4 sq ft G: 1,561.1 sq ft One Bed 304 Type A4 P: 1,514.4 sq ft G: 1,561.1 sq ft One Bed 308 Type A5 P: 949.8 sq ft G: 977.6 sq ft One Bed 310 Type A6 P: 975.3 sq ft G: 1,004.5 sq ft Two Bed 301 Type B7 P: 1,173.3 sq ft G: 1,197.7 sq ft Studio 303 Type D2 P: 460.7 sq ft G: 487.5 sq ft Two Bed 307 Type B5 P: 1,126 sq ft G: 1,159.2 sq ft Two Bed 312 Type B4 P: 1,073.3 sq ft G: 1,099.2 sq ft Two Bed 305 Type B6 P: 1,252.4 sq ft G: 1,278.4 sq ft Two Bed 306 Type B2 P: 1,097.2 sq ft G: 1,112.8 sq ft Corridor 330 Lobby 333 D3 A304 D3 A304 D3 A304 D3 A304 D3 A3044'-9 7/8"36'-1 1/4" C2 A503 Lobby 329 D1 A306 A3 A328 D2 A324 D2 A303 32'-5 3/8"8 7/8"27'-11 5/8"8 7/8"27'-11 5/8"8 7/8"31'-10 1/4"9 1/4"24'-1 3/4"8 7/8"6 1/2"6'-6 5/8"15'-11 1/8"15'-11 1/2"8'-1 1/2" 6 5/8" 20'-0 1/8" 4'-11 1/8"15'-1 1/8"6 1/2" 8'-0"10'-8"10'-7 7/8"6'-9 3/8" 46'-6 3/4" C1 A327 KP S6Di Stair 3 Stair 2 Elev. 3 Shaft 351 Shaft 353 One Bed 311 Type A2 P: 922.8 sq ft G: 953.1 sq ft One Bed 314 Type A7 P: 727.5 sq ft G: 758.3 sq ft House keepin g 362 Corridor 331 Corridor 332 Shaft 352 Studio 300 Type D1 P: 575.9 sq ft G: 595.2 sq ft Elev. 7 Mech 361 Shaft 354 Trash 359 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 3rd Floor Plan A103A 0 4'8'16'