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HomeMy WebLinkAboutA102e1 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 1 Revision ID Transmittal Set Date Transmittal Set Name 02 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, 20211'-7 3/8" 11 3/8"8" 4"5'-4 1/2"3'-4"1'-4" 10'-0 1/2"1'-4 1/4"3 5/8"1 3/4"1'-9 5/8"1'-7 7/8"1"2"5/8"D4 A303 FACE OF STONE WATERTABLE (BELOW) BRICK TYPE 1 14" C.I.P. CONC. STRUCTURE, REF. S-SERIES DWGS. STONE BASE TYPE 3.2 BELOW, REF. D1/A215 FOR PROFILES 8" CFS STUD FRAMING FACE OF GYPSUM SHEATHING SYSTEM H/M DOOR, REF. SHT. A601 FOR SCHEDULE STAIR #3 2" RIGID INSULATION EXTERIOR WALL LIGHT ABOVE LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER TYP. FOR ENTIRE HEIGHT OF ALL EXTERIOR WALL SECTION, INLCUDING BUMP OUTS LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER TYP. FOR ENTIRE HEIGHT OF ALL EXTERIOR WALL SECTION, INLCUDING BUMP OUTS STONE WATERTABLE BLW BRICK VENEER OUTSIDE OF 2" EXPANSION JOINT EDGE OF SLAB 3'-4" M.O. CONC. WALL 2 HR RATED8" CMU STUB WALL TIED TO SHAFT WALL CMU WALL FINISH SYSTEM FINISH SYSTEM 5/8" APPLIED DRYWALL / FINISH SYSTEM TRANSITION 2" EXPANSION JOINT 2" EXPANSION JOINT (BELOW) OUTER EDGE OF HOTEL (BELOW) ALUMINUM DOOR THRESHOLD BRIDGING EXPANSION JOINT 2'-0 3/8"8 3/8"11"2'-7"2 3/8" C4 A303 BRICK TYPE 1 VENEER BRICK VENEER (EXISTING) EXISTING HOTEL STRUCTURE 11 1/8" 2'-9 1/8"2'-0 1/4"3'-4 1/2"2'-0 1/4"2'-9 1/4" 12'-11 1/2"9 3/4"6 1/2"D5 A303 E3 A218 B4 A304 STONE BASE BLW. TYPE 3.1, REF. D1/A215 FOR PROFILES 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM BRICK TYPE 1 3 5/8" LIMESTONE VENEER ABV. STEEL COL., REF. S-SERIES DWGS. APPLY SFRM AT COLUMN AND RELATED STEEL STRUCTURE 3 5/8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP.STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) BRICK TYPE 1 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM STOREFRONT, REF. SHT. A605 FOR SCHEDULE EXTERIOR WALL LIGHT BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. B1/A102e4 (SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP) 6' CFS FRAMINGSTONE BASE BLW. FACE OF GYPSUM SHEATHING SYSTEM OUTSIDE OF 2" EXPANSION JOINT EDGE OF SLAB STONE BASE BLW. 3 5/8" LIMESTONE VENEER ABV. STONE BASE BLW. SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE EDGE OF 2" EXP. JT. 3/8" JOINT TYP. 3'-4 1/2" M.O. 3'-6" R.O. E1 A218 9 3/4"2 1/4"5 3/8"4'-6 3/8"4'-4 3/8"10 1/4"5'-2 5/8"10 1/4"2'-3 1/4"6'-8 1/2"2 1/4"5 3/8"2"2"1' MIN.2 1/4"7 7/8"1 3/4"3 1/2"5 3/8"4 1/4" 7 1/4"8 1/2"3 1/2" C4 A218 E1 A218 E1 A218 12'-7 1/2"3 7/8"2'-7 1/4"2'-0 1/4"3'-4 1/2"2'-0 1/4"12'-7 1/2"2'-11 7/8"2"14'-11"1' MIN.2" 5'-4 1/2"1'-3 3/4"2'-7 1/4"2'-0 1/4"3'-4 1/2" M.O. 3'-6" R.O. 2'-0 1/4" 1'-3 3/4" 2'-1 7/8"7'-5" M.O. 7'-6 1/2" R.O. 2"3 1/2"2'-10 7/8"3 3/4"4 1/8"4 1/8"7"6'-8 1/2"2'-1 1/4"10 1/4"2'-9 3/8"7'-6 1/2" E3 A218 E3 A218 B4 A304 B4 A304 C2 A306 STOREFRONT, REF. #LayID(ref) FOR SCHEDULE 6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. GYPSUM SHEATHING SYSTEM STONE BASE TYPE 3.1, REF. D1/A215 FOR PROFILES STONE ARCHITRAVE, REF. A218 FOR ELEVATIONS 3 5/8" LIMESTONE VENEER ABOVE GFRP OR GFRC PILASTER ASSEMBLY, SEE ELEVATION, REF. B1/A102e4 (SAME COLUMN DESIGN WITH METAL FRAMING BACK-UP) 8" CFS STUD FRAMING STEEL COL., REF. S-SERIES DWGS. 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. 6" CFS FRAMING STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT BRICK TYPE 1 SIM. SIM. SIM.SIM. SIM. SIM. BRICK VENEER TYPE 4 (THIN BRICK) BRICK VENEER TYPE 4 (THIN BRICK) DOWN TO LANDING & STAIR TREADS SIM. SIM. STOREFRONT, REF. SHT. #LayID(ref) FOR SCHEDULE SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB OUTSIDE OF 2" EXPANSION JT. EDGE OF SLAB 6" CFS STUD FRAMING 6" CFS STUD FRAMING SF THRESHOLD BRIDGING EXP. JT. EDGE OF SLAB 6" CFS FRAMING EDGE OF SLAB OUTSIDE OF 2" EXPANSION JT. OUTSIDE EDGE OF 2" EXP. JT. OUTSIDE EDGE OF 2" EXP. JT. 3'-4 1/2" M.O. 3'-6" R.O.3'-4 1/2" M.O.3'-6" R.O.7'-5" M.O. 7'-6 1/2" R.O. OUTSIDE OF 2" EXPANSION JT. EDGE OF SLAB 2'-6 7/8"6"11'-10 1/8"4'-4 7/8"1'-2 5/8"1'-6 5/8"2'-10 7/8"9 3/4"2'-0 1/2" 1' MIN.1' MIN.1' MIN.7 5/8"2"7 7/8"1 3/4"2"9 5/8"2"2'-9 1/4" 9 5/8" 7 1/4"8 1/2"3 1/2" 6'-8 1/2"2'-1 1/4"10 1/4" 1'-7 1/4" C4 A218 C4 A218 2'-11 5/8"9 3/4" 2 7/8" 3 5/8" 1 3/4"1'-1"2'-10 1/8"6 1/2"EXTERIOR WALL LIGHT 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 STEEL COL., REF. S-SERIES DWGS. 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 2'-3 1/4" 3/4" 6'-4 3/8" M.O. 6'-5 7/8" R.O. 2'-8" 3 5/8" CFS STUD FRAMING W/ 5/8" GYPSUM BD. TYP. BRICK TYPE 1 STEEL COL., REF. S-SERIES DWGS. GYPSUM SHEATHING SYSTEM STOREFRONT, REF. #LayID(ref) FOR SCHEDULE BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 2" BUILDING EXPANSION JOINT SFRM AT COLUMN AND RELATED STEEL STRUCTURE "CUT IN" AND REPLACE EIFS ON HOTEL W/ CONT. TREATED 2 x 6 SUBSTRATE 3/4" BACKER ROD AND SEALANT SHAFTLINER SYSTEM ALONG THE 2" EXPANSION JOINT OF THE HOTEL BUILDING AIR GAP 5/8" GYPSUM BD. COMPLETED TO HEAD OF WALL SOLID SURFACE SILL D1 A323 2"1'-8 3/4"1'-5"7 1/4" 3 1/2" EXISTING HOTEL WALL EXISTING HOTEL EIFS EXISTING HOTEL EIFS 6'-4 3/8" M.O. 6'-5 7/8" R.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" A3 Enlarged 2nd Floor Plan A102e1 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged 2nd Floor Plan A102e1 0 6''1'2' SCALE: 1" = 1'-0" C1 Enlarged 2nd Floor Plan A102e1 0 6''1'2'SCALE: 1" = 1'-0" C4 Enlarged 2nd Floor Plan A102e1 0 6''1'2'SCALE: 1" = 1'-0" C2 Enlarged 2nd Floor Plan A102e1 0 6''1'2'