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HomeMy WebLinkAboutA102e4 Enlarged Plan DetailProject: 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 Enlarged Plan Detail 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 2 e 4 Revision ID Transmittal Set Date Transmittal Set Name 01 5/10/21 Steel Release #2 BID PHASE II 1 1 2 2 3 3 4 4 A B C A B C BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 20212 1/2" 1'-3 1/8"3'-1 7/8"3'-4"1'-5 5/8"3/4"2'-6 5/8"5/8"5 7/8"8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 3 5/8" LIMESTONE VENEER STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) BRICK TYPE 1 3/8" JOINT SILL, SOLID SEQUENCE B2 A607 3 5/8"2 1/4" 5 7/8"3'-9 3/4"3/4"TYP. CL CL E1 A218 5'-4 7/8"10'-1 1/8"10'-1"1'-3 1/8"2'-0 1/8"3'-4 1/2"2'-0 1/8"1'-5"4'-0 1/4"6"3'-2 7/8"3'-5 7/8"3'-4 1/4" 8'-10 3/8"10 1/4" STEEL COL., REF. S-SERIES DWGS. STOREFRONT, REF. SHT. A605 FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. 3 5/8" LIMESTONE VENEER LIMESTONE ARCHITRAVE, REF. A218 FOR ELEVATIONS GLASS FIBER REINFORCED CONCRETE / POLYMER (GRRC/GFRP) 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. LIMESTONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 3 5/8" LIMESTONE VENEER 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM BRICK TYPE 1 ABOVE SIM. SIM. SIM. 3 5/8" CFS FRAMING W/ FIRE RETARDENT PLYWOOD SHEATHING FOR GRRC/GFRP PILASTER ATTACHMENT FUTURE PLAZA WALL OUTSIDE EDGE OF 2" EXPANSION JT. EDGE OF SLAB SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. E3 A218 D2 A313 2"1 3/4"3 5/8"2 1/4" 4 1/4" 5 3/8"1'-4 7/8"1'-7 1/2" 4 1/2" 2'-9 3/4"3'-7 3/8"2'-5 3/8"7 3/4"5 3/4"6"5 7/8"7'-9 1/2"5'-8 5/8"2'-1 3/4"1'-0 3/8"1'-7 3/4"3'-6"1'-7 1/4"6'-4 3/4"1'MIN.9 3/4" 1'-5 3/4"11 3/4"5 3/4"5 3/8" 9 5/8" C4 A218 3'-7 3/8" R.O.3'-6" R.O.3'-4 1/2" M.O.3'-5 7/8" M.O. E2 A2199 3/8"1'-0"11 5/8"10'-2 3/8"10'-2 3/8"5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) STOREFRONT, REF. SHT. A605 FOR SCHEDULE 8" C.I.P. CONC. STRUCTURE, REF. S- SERIES DWGS. 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) STOREFRONT, REF. SHT. A605 FOR SCHEDULE 12" C.I.P. CONC. STRUCTURE, REF. S- SERIES DWGS. 8" CFS STUD FRAMING GYPSUM SHEATHING SYSTEM BRICK TYPE 1 ABOVE LIMESTONE ARCHITRAVE STONE BASE BLW., TYPE 3.1, REF. D1/A215 FOR PROFILES 6" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. ENTABLATURE, ABV. SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. GFRP OR GFRC PILASTER ASSEMBLY WITH METAL FRAMING BACK-UP SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT.V.I.F.V.I.F.FINISH SYSTEM ENTABLATURE, ABV. ENTABLATURE DOWNSPOUT 11 7/8"1'-1 3/8"1'-0"11 7/8"7'-0 3/8"7 3/4"3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. C3 A313 D4 A313 D3 A312 B4 A313 CL CL CL CL 3'-2"7'-0 1/4"3'-2 1/8"7'-0 3/8"3'-2"3 5/8" 5 3/8"1'-1"3 5/8"7/8"1'-0"7"7 7/8" 6 1/2" 1'-0 5/8"1'-5 3/8"2 1/2"2'-9"2 1/2"1'-5 1/2"1 3/4"2'-3 3/4"5 1/4"2'-9"3'-0 1/2"7'-1 7/8"1 3/4"7'-0 3/8" M.O.VERIFY INFIELD7'-0 3/8" M.O.7'-1 7/8" R.O.V.I.F. TOMATCH M.O.GENERAL NOTES: 1 All jamb and head design framing is by the delegated system engineer for the CFS framing. 2 Install the rockwool insulation inside the framed jambs and built up head assemblies. 3 4 SCALE: 1" = 1'-0" B3 Enlarged 2nd Floor Plan A102e4 0 6''1'2'SCALE: 1" = 1'-0" B1 Enlarged 2nd Floor Plan A102e4 0 6''1'2' SCALE: 1" = 1'-0" C4 Enlarged 2nd Floor Plan A102e4 0 6''1'2'