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HomeMy WebLinkAboutA101e4 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 1e 4 Revision ID Transmittal Set Date Transmittal Set Name 01 11/30/20 ASI 7 1 1 2 2 A B A B BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021D4 A315 D2 A315 D2 A315 D3 A315 D5 A220 D4 A220 10'-3"1'-4 7/8"7'-5 1/8"1'-5"2 7/8"1'-6 5/8"2 3/8"3'-5 1/2"2 3/8"1'-6 5/8"2 7/8"10'-3" 1'-4 3/4"7'-5 1/8"1'-5 1/8" 2 7/8" 1'-6 5/8" 2 3/8" 3'-5 1/2" 2 3/8" 1'-6 5/8" 2 7/8" 1'-1" 9 3/8" 3 5/8"1'-1"9 3/8"3 5/8"CMU GROUT CMU GROUT POUR SLAB TO MIDDLE OF THRESHOLD, SEE THRESHOLD DETAIL 4" FLOOR SLAB OVER V.P. & 6" COMPPRESSED GRANULAR FILL FUTURE SLABD2 A315 D4 A315 C5 A220 C4 A220 C5 A220 C4 A220 D1 A220 D1 A220 GYPSUM SHEATHING SYSTEM 3 5/8" LIMESTONE VENEER STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 3 5/8" FURRED CFS FRAMING OVER OPENING RECESS BELOW 3 5/8" FURRED CFS FRAMING OVER OPENING RECESS BELOW 8" CMU 8" CMU 1'7'-6 1/4"9 3/4"9'-4"7 1/2"1'-1" 1'-8 1/2" 9'-4" 9 3/4"7'-6 1/4"1'1'-8 3/4"7 1/2"1'-1 1/4"EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY 4" CMU INFILL SEE ELEVATION SHEET A220 BRICK VENEER MIRROR.MIRROR. MIRROR. MIRROR. SIM. D2 A315 D3 A315 D1 A315 D4 A315 D4 A315 D2 A315 D1 A315 D3 A315 CL CL CL CL 01 04 D4 A315 D2 A315 9'-11 3/8"10'-2 7/8"1'-3 1/8"1'-0 1/8"1'-0 1/4"1'-0 1/4"1'-0 1/8"1'-3 1/8"3'-4 1/2"5'-11 1/2"6'-5 1/2"7'-5 1/8"2"8"2 7/8"5 1/8"7'-10 3/8"D5 A220 D4 A220 D5 A220 D4 A220 D5 A220 D4 A220 D1 A220 D1 A220 BACKER ROD AND SEALANT STOREFRONT, REF. SHT. A601 FOR SCHEDULE STEEL COL., REF. S-SERIES DWGS. 3 1/2" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM GYPSUM SHEATHING SYSTEM BRICK VENEER 3 5/8" LIMESTONE VENEER GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. DETAILED COLUMN DESIGN WITH METAL FRAMING BACK-UP GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP SFRM AT COLUMN AND RELATED STEEL STRUCTURE ALUMINUM STOREFRONT SYSTEM LIMESTONE AND EIFS ARCHITRAVE ELEMENTS ABOVE. SEE ELEVATIONS SHEET A215 STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 LIMESTONE AND EIFS ARCHITRAVE ELEMENTS ABOVE. REF. ELEVATIONS SHEET A220 STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 TYPICAL METAL STUD FRAMING WITH TREATED WOOD SHIM TO ANCHOR GFRC COLUMN TO WALL LIGHT FIXTURE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 6" CMU 6" CMU 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 6" CFS STUD FURRED FRAMING OVER 8" MAIN STUD EXTERIOR WALL3'-4 1/2" M.O.TYP.9 1/4" 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK TYPE 1 3 5/8" LIMESTONE VENEER ABOVE MIRROR.MIRROR. MIRROR. MIRROR. MIRROR.MIRROR. DOWNSPOUT SIM. D2 A315 D3 A315 D3 A315 D4 A315 D1 A315 D1 A315 1'-4 7/8"9 3/4"9" 1'-3 1/8"1'-0 1/8"1'-0 1/4"3'-4 1/2"1'-0 1/4"1'-0 1/8"1'-3 1/8" 10'-2 7/8" 9'-11 3/8" 1'-2 1/4"8"1 3/4"6"5 7/8"1' MIN.1' MIN. 1'-0"1'-4 7/8"1'-4 7/8"6"1'-1 7/8"6'-8 1/2"1'-8 1/4"3'-6"1'-5 3/4"1'-2 1/2"6" 9 1/2"5 1/4"5 7/8"5 1/8"5 7/8"4 3/4"1'-1 5/8"3'-6"1'-8 1/4"1'-10 7/8"5'-11 1/2" 6'-8" 1 3/4"1 3/4"5'-4 7/8"3'-6" R.O.3'-6" R.O. 3'-4 1/2" M.O. 2'-1"3'-5 1/2"2'-0 11/16"10'-3"1'-4 15/16"7'-5 1/8"1'-5"2 7/8"1'-6 9/16"2 3/8"3'-5 1/2"2 3/8"1'-6 9/16"2 7/8"10'-3" 1'-4 3/4"7'-5 1/8"1'-5 3/16" 2 7/8" 1'-6 9/16" 2 3/8" 3'-5 1/2" 2 3/8" 1'-6 9/16" 2 7/8" 1'-1 1/16" 9 7/16" 3 9/16"1'-1 1/16"9 7/16"3 5/8"11 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 01 15 SCALE: 1" = 1'-0" B1 Enlarged Plan Under Pilasters A101e4 0 6''1'2' SCALE: 1" = 1'-0" C2 Enlarged 1st Floor Plan @ Pediment A101e4 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged 1st Floor Plan A101e4 0 6''1'2' SCALE: 1" = 1'-0" C1 Enlarged Foundation Plan A101e4 0 6''1'2'