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A101e1 Enlarged Plan Detail
Project: 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 1 Revision ID Transmittal Set Date Transmittal Set Name 02 11/30/20 ASI 7 1 1 2 2 3 3 A B C A B C BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021D1 A314 8'-11"2'-2" 2 5/8" 1'-6 5/8" 2 5/8" 4'-11 1/8" 2 5/8" 1'-6 5/8" 2 5/8"9 3/8"9 1/2"1'-6 7/8"11'-1" CMU GROUT 8'-11"2'-2 1/16" 2 11/16" 1'-6 11/16"5'-4 7/16"1'-6 11/16" 2 9/16"9 5/16"9 1/2"1'-6 13/16"11'-1 1/16" 6 Typ. D2 A313 B1 A302 D1 A314 3'-10 3/4"1'-11 3/4"4'-11 1/2"1'-11 7/8"2'-3 5/8"1'-2 7/8"6'-4 1/2"2'-5 3/4"1'-4" 3'-9"8'-11"2'-1 7/8"10'-2 7/8" 11 7/8"11 7/8" 1'-0 1/2" 11 7/8"11 7/8" 25'-0 3/4"TYP.BACKER ROD AND SEALANT 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK TYPE 1 EXISTING CONC. STRUCTURE, REF. S-SERIES DWGS. STEEL COL., REF. S-SERIES DWGS. STEEL COL., REF. S-SERIES DWGS. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK TYPE 1 3 1/2" CFS STUD FRAMING W/ 5/8" SHEATHING TYP. 3 1/2" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 GYPSUM SHEATHING SYSTEM SFRM AT COLUMN AND RELATED STEEL STRUCTURE STONE AND EIFS ARCHITRAVE ELEMENTS ABOVE. SEE ENTRY ELEVATIONS REF. A217-A219 STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 ALUMINUM STOREFRONT SYSTEM STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 GYPSUM SHEATHING SYSTEM 6" CFS STUD FRAMING W/ 5/8" SHEATHING TYP. 6" CFS STUD FRAMING W/ 5/8" SHEATHING TYP. LIGHT FIXTURE 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 6" CMU6" CMU SIM. V.I.F. 2'-5 3/4" V.I.F.1 3/4" TYP.6 3/8"1 3/4" TYP.D4 A220 D2 A313 8 3/8"6"4 1/8"11'-4 1/2"6"11'-1 1/8"7 1/4"2'-4 5/8"1'-5 5/8"10 7/8"9 3/4"2'-4 1/2"1'-4 1/4"9 3/4"3'-2 1/4"2'-11 3/4"2'-2"6'-4 1/8"5'-1"1'-5 5/8"7 5/8"1 5/8"1'-4"1 3/4"5 7/8"8"8 1/4"5 7/8"4'-8 7/8"7 7/8"6'-6"2'-5" V.I.F.1'-5 1/8"16'-2"9'-6 7/8"1'-0 5/8"5'-1" R.O.6'-6" R.O. 6'-4 1/2" M.O. 4'-11 1/2" 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 02 15 SCALE: 1" = 1'-0" B2 Enlarged Plan Under Pilasters A101e1 0 6''1'2' SCALE: 1" = 1'-0" C2 Enlarged Foundation Plan A101e1 0 6''1'2' SCALE: 1" = 1'-0" B1 Enlarged 1st Floor Plan A101e1 0 6''1'2'