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HomeMy WebLinkAboutA102e2 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 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11-26-201911/26/2019 A 10 2 e 2 Revision ID Transmittal Set Date Transmittal Set Name 02 5/10/21 Steel Release #2 BID PHASE II A B C D 1 1 2 2 3 3 4 4 A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 20211'-0"1'-4 7/8"2'-11"4'-8 3/4"8'-1 7/8"1'-9 7/8"5 7/8"14'-8 1/2"3'-2 1/4"2'-3"11 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) STOREFRONT, REF. SHT. A605 FOR SCHEDULE 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. BRICK TYPE 1 3 5/8" LIMESTONE VENEER STOREFRONT, REF. SHT. A605 FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 3 5/8" LIMESTONE VENEER 8" CFS STUD FRAMING GYPSUM SHEATHING SYSTEM SFRM AT COLUMN AND RELATED STEEL STRUCTURE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) SILL, SOLID SEQUENCE B2 A607 1 7/8" 6 1/8"5 7/8" 5 7/8" TYP.8'-1 7/8" R.O.D4 A315 D2 A315 3'-2 7/8"3'-5 7/8"3'-2 5/8" 9'-11 3/8"3'-2 3/4"3'-5 7/8"3'-2 3/4"9'-11 3/8"1'-10 7/8"1'-4 7/8"1'-4 7/8"2'-7 1/2"3'-7 3/8"2'-7 1/2" 8'-10 3/8"5 7/8"5 7/8"2'-7 1/2"3'-7 3/8"2'-7 1/2"8'-10 3/8"5 7/8"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 BRICK TYPE 1 3 5/8" LIMESTONE VENEER BRICK TYPE 1 8" CFS STUD FRAMING GYPSUM SHEATHING SYSTEM STOREFRONT, REF. SHT. A605 FOR SCHEDULE SFRM AT COLUMN AND RELATED STEEL STRUCTURE FLUSH GYPSUM BOARD TO FINISH JAMB 3 5/8" LIMESTONE VENEER SILL, SOLID SURFACE SILL, SOLID SURFACE <MeasuredValue> M.O.¶3'-7 3/8" R.O. D2 A315 D3 A315 D3 A315 D4 A315 D1 A315 D1 A315 B2 A607 B2 A607 5 3/8" 2 1/2" 4"1 7/8"6"2" 3 5/8"2 1/8"3 5/8"TYP. TYP. 3'-5 7/8" M.O.3'-7 3/8" R.O.3'-7 3/8" R.O.3'-5 7/8" M.O.D1 A311 E1 A218 2'-0 1/4"3'-4 1/2"2'-0 1/4"1'-4 7/8"10'-2 7/8"STONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 8" CFS STUD FRAMING GYPSUM SHEATHING SYSTEM STEEL COL., REF. S-SERIES DWGS. STEEL COL., REF. S-SERIES DWGS. STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 3 5/8" LIMESTONE VENEER ABOVE 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) LIMESTONE ARCHITRAVE, REF. A218 FOR ELEVATIONS GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP STOREFRONT, REF. SHT. A605 FOR SCHEDULE BRICK TYPE 1 ABOVE 3 5/8" LIMESTONE VENEER ABOVE LIMESTONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 3 5/8" LIMESTONE VENEER ABOVE 8" CFS STUD FRAMING GYPSUM SHEATHING SYSTEM 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. SFRM AT COLUMN AND RELATED STEEL STRUCTURE SFRM AT COLUMN AND RELATED STEEL STRUCTURE SIM. SIM. SIM. EDGE OF SLAB SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. OUTSIDE EDGE OF 2" EXP. JT. AWNING OVERHEAD ENTABLATURE, ABV. ENTRY ENTABLATURE DOWNSPOUT EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. BRICK TYPE 5, ABV. STONE BASE BLW. C2 A101e5 2 1/4" 5 3/8"2'-5 1/8"3'-4 1/2"3'-4 3/8"9 3/4"1'-10 3/4"9 3/4"3 5/8"8 1/2"7 1/8"4 1/4"5 3/8"3 1/2" 8 5/8"5 7/8"3 3/4" 4 1/4"5 3/8" 10 1/4" 3 5/8" 7" 5 3/8" 7 5/8"9'-2"1'MIN.1'MIN.2'-7 1/2" 3'-0 3/4"3'-6"1'-5 3/4"11 3/4" 9'-0 1/8"10 1/4"7 5/8"7'-9 3/8"8 1/4"1'-7 1/4"3'-6"1'-7 1/4"1'-0 7/8"C4 A218D2 A311 E3 A218 TYP. 3'-6" R.O.3'-4 1/2" M.O.3'-4 1/2" M.O.3'-6" R.O.D1 A309 9 3/4" 2'-7 1/2" STONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM BRICK TYPE 1 ABOVE STEEL COL., REF. S-SERIES DWGS. STONE BASE TYPE 1, REF. D1/A215 FOR PROFILES 6" CFS STUD FRAMING STEEL COL., REF. S-SERIES DWGS. STOREFRONT, REF. SHT. A605 FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) STONE BASE BELOW, TYPE 3.1, REF. D1/A215 FOR PROFILES 3 5/8" LIMESTONE VENEER ABOVE 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 6" CFS STUD FRAMING SFRM AT COLUMN AND RELATED STEEL STRUCTURE SFRC AT COLUMN AND RELATED STEEL STRUCTURE EXTERNAL LIGHT FIXTURE ABV. EDGE OF SLAB OUTSIDE EDGE OF 2" EXPANSION JT. SILL, SOLID SURFACE EDGE OF SLAB SF THRESHOLD BRIDGING EXP. JT. AWNING OVERHEAD B2 A607 5'-1 1/4"7'-7 3/4"1'-2 1/4"1'-1 3/4"6 1/2"8 5/8"9 3/4"8"1'-8 1/4"1'-1 1/2"5'-2 1/4"7'-9 1/4"2'-9 3/4"7 5/8"14'-11 1/8"15'-9 1/4"TYP.7'-9 1/4" R.O.7'-7 3/4" 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" D2 Enlarged 2nd Floor Plan A102e2 0 6''1'2'SCALE: 1" = 1'-0" D3 Enlarged 2nd Floor Plan A102e2 0 6''1'2' SCALE: 1" = 1'-0" C3 Enlarged 2nd Floor Plan A102e2 0 6''1'2' SCALE: 1" = 1'-0" C1 Enlarged 2nd Floor Plan A102e2 0 6''1'2'