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HomeMy WebLinkAboutA102e3 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 3 Revision ID Transmittal Set Date Transmittal Set Name 01 5/10/21 Steel Release #2 BID PHASE II 1 1 2 2 A B A B BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021C2 A416 A3 A416 C3 A4163 7/8"2'-11 7/8"5'-9 1/2"2'-1 1/2"2"15'-9 1/2"7'-6 5/8"1 1/4"1' MIN. 2'-1 7/8"7'-5" M.O. 7'-6 1/2" R.O. 2'-11 1/8"7'-5" M.O. 7'-6 1/2" R.O. 2'-6 3/4" 22'-5 3/4" 2" 22'-3 3/4"2'-1 3/8"7'-5 1/4"2'-7"2'-9 3/8"7'-6 1/2"2'-9 5/8"7'-6 1/2"2'-2 1/8" 3 7/8" B3 A306 D2 A306 E3 A218 STOREFRONT, REF. #LayID(ref) FOR SCHEDULE BRICK VENEER TYPE 3 (THIN BRICK) DOWN TO LANDING 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM STONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 8" CFS STUD FRAMING STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BRICK TYPE 1 STONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES 3 5/8" LIMESTONE VENEER ABOVE GYPSUM SHEATHING SYSTEM 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. ABOVE 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK VENEER TYPE 3 (THIN BRICK) 6" CFS STUD FRAMING ABOVE, W/ 5/8" EXT. SHEATHING TYP. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. STEEL COL., REF. S-SERIES DWGS. 10" CONC. WALL, REF. S- SERIES DWGS. STONE BASE BLW. REF. ELEVS. FOR S.B. TYPE & A215 FOR PROFILES 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. STOREFRONT, REF. SHT. A605 FOR SCHEDULE BACKER ROD AND SEALANT GYPSUM SHEATHING SYSTEM 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. SFRC AT COLUMN AND RELATED STEEL STRUCTURE STEEL COL., REF. S-SERIES DWGS. 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. SFRC AT COLUMN AND RELATED STEEL STRUCTURE BRICK VENEER TYPE 3 (THIN BRICK) DOWN TO LANDING AND STAIR TREADS LIMESTONE ARCHITRAVE, REF. A218 FOR ELEVATIONS 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP BACKER ROD AND SEALANT BRICK TYPE 1 SIM. BRICK VENEER TYPE 4 (THIN BRICK) DOWN TO LANDING AND STAIR TREADS BRICK VENEER TYPE 4 (THIN BRICK) BRICK VENEER TYPE 4 (THIN BRICK) DOWN TO LANDING & STAIR TREADS BRICK VENEER TYPE 4 (THIN BRICK) 6" CFS FRAMING EDGE OF SLAB OUTSIDE OF 2" EXPANSION JT. EDGE OF SLAB EDGE OF EXISTING WALL, BLW. OUTSIDE EDGE OF 2" EXPANSION JT. EDGE OF EXISTING WALL, BLW. OUTSIDE EDGE OF 2" EXPANSION JT. RECONFIGURE EXISTING HANDRAIL, SEE A416 OUTSIDE EDGE OF 2" EXP. JT. 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 7'-5" M.O. 7'-6 1/2" R.O. 7'-5" M.O. 7'-6 1/2" R.O. C3 A416 C2 A416 D1 A3062'-6 7/8"6"B3 A607 B3 A607 B3 A607 2'-0 1/4"2'-7 1/4"1'-2" 3 1/4"2 7/8"3 5/8"1 3/4"2"3 1/2"1'-11 7/8"10 1/4"9 5/8"10 1/2"8"6 7/8"6"2 3/8"8"1'-0 3/4"6"1/2"1'-6 1/2"1'-0 7/8" 1 1/8" 1 1/4"2'-9 3/4"6 3/4"1'-6 3/4"1 1/8"1 1/4"7 5/8"2'-1 1/2"1'-8"6"2 5/8"1 1/4"3 7/8"1" 2 1/4"1 1/4"1/2"7 1/4"1/2"1 1/4"1 1/4" 7 1/4" 1/2"1 1/4" 9 5/8"2'-8 7/8"7'-6 1/2"2'-2 5/8"3 7/8"7 5/8"2"11'-11 5/8"12'-6"9 5/8"7 7/8"6 7/8"8 1/2" 3 3/4" 4'-5 3/8" 1'-7 1/4" D1 A306 TYP. TYP. TYP.7'-6 1/2" R.O.7'-5" 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" 1 Enlarged 2nd Floor Plan A102e3 0 6''1'2'