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HomeMy WebLinkAboutA101e5 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 1e 5 Revision ID Transmittal Set Date Transmittal Set Name 01 10/5/21 ADLS ISSUE #2 ARCH ONLY 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, 20218" C.I.P. WALL, REF. S-SERIES DWGS. 14" C.I.P. WALL, REF. S-SERIES DWGS. 12" PRECAST EXISTING CONC. STRUCTURE 4" CFS SHAFT LINER WALL SYSTEM PER S-SERIES DWGS. W/ 5/8" EXT. SHEATHING TYP., REQIRED 1-HOUR SYSTEM STEEL COL., REF. S-SERIES DWGS. 2" EXPANSION JOINT EXISTING HOTEL WALL EXISTING HOTEL CMU SUPPORT OF VENEER ABOVE EXISTING HOTEL WALL STAIR #3 SFRM AT COLUMN AND RELATED STEEL STRUCTURE EXISTING HOTEL EIFS EXISTING HOTEL EIFS5'-2"1'-0"2"1"1'-5"3'-4"± 2"7 5/8"8'-8 7/8"8" 1" 1'-0"8'-11 1/2" 10'-0 1/2" 2 1/2" 4"4" C4 A303 8"6" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. ABOVE 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK TYPE 1 H.M. DOOR, REF. SHT. A601 FOR SCHEDULE STEEL COL., REF. S-SERIES DWGS. APPLY SFRM AT COLUMN AND RELATED STEEL STRUCTURE BACKER ROD AND SEALANT 10" C.I.P. WALL, REF. S-SERIES DWGS. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 7 5/8" CMU BELOW STUD GYPSUM SHEATHING SYSTEM STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 SFRM AT COLUMN AND RELATED STEEL STRUCTURE 3 5/8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. 1 5/8" CFS STUDS BRICK TYPE 1 D2 A320 D1 A321 2'-1"8 1/4"5'-3 3/4"2'-4 5/8"2'-10 1/2"1'-4 1/4"1'-9 3/4"3'-1"2'-1 5/8"8"1 3/4"3 5/8"3 3/8"10"3 3/8"3 5/8"1 3/4"6'-1 1/8"1'-4 7/8"7'-0 1/4" 8'-5"2'-3 1/2"3'-6 3/8"5 1/2"10 1/8"1'-9 3/4"4 5/8"1 3/4" TYP.1'-10 1/2"1'-4 5/8"4'-2 3/8"1'-11 1/8"1'-5 1/8" 6"5 7/8"3'-4 1/4" 6'-5 7/8"3'-4 1/4" 2 1/4"5"5"2 1/4"5"2 1/4"7 1/4"1'-3 5/8"11'-4 5/8"4'-8" 4'-10 1/4" 1 3/4" 3 5/8" 2 3/8" 7 1/4"3'-5 1/2"7 1/4" 0 1/4"6 1/2"1 3/4"9 1/4"CFS STUD BACKER ROD AND SEALANT BEHIND RAINSCREEN PANEL PER STOREFRONT REQUIREMENTS STOREFRONT ASSEMBLY SHIM AS NEEDED GYPSUM SHEATHING SYSTEM BACKER ROD AND SEALANT 'J' MOLD CORNER BEAD MOLD FINISH OPENING SEE ELEVATIONS ROCK WOOL INSULATION AT CRIPPLES, BATT INSULATION AT WALL CAVITY LIMESTONE NOTE: STOREFRONT ASSEMBLY INCLUDES ENCLOSED SIDES AGAINST WALL ASSEMBLY. 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) 3/4" 1/4"3"6 1/2"4"3"3 1/2"BACKING ROD AND SEALANT BACKING ROD AND SEALANT 5/8" FIRE-RETARDANT PLYWOOD SHEATHING J-MOLD STOREFRONT WINDOW SYSTEM BRICK VENEER BRICK RETURN AT JAMBS BACKER ROD AND SEALANT SHIM AS NEEDED GYPSUM SHEATHING SYSTEM CORNER BEAD MOLD R.O.= MASONRY OPENING +1 1/2" MASONRY OPENING@ DOUBLE MONARCH BRICK@ MODULAR BRICKROCK WOOL INSULATION AT CRIPPLES, BATT INSULATION AT WALL CAVITY NOTE: STOREFRONT ASSEMBLY INCLUDES ENCLOSED SIDES AGAINST WALL ASSEMBLY.1 3/4"3 5/8"2 7/8"1'-8 3/4"2'-6 1/4"2'-5"2'-10"6'-4 3/8" M.O. 6'-5 7/8" R.O. 8" CFS STUD FRAMING W/ 5/8" EXT. SHEATHING TYP. BRICK TYPE 1 STONE BASE BELOW, REF. D1/A215 FOR PROFILES STEEL COL., REF. S-SERIES DWGS. SHAFT LINER WALL SYSTEM LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER, TYP. FOR ENTIRE HEIGHT OF ALL EXTERIOR WALL SECTIONS, INCLUDING BUMP OUTS BACKER ROD AND SEALANT 5/8" TREATED PLYWOOD SHEATHING (FIRE RETARDANT) LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER, TYP. FOR ENTIRE HEIGHT OF ALL EXTERIOR WALL SECTIONS, INCLUDING BUMP OUTS SFRM AT COLUMN AND RELATED STEEL STRUCTURE 2" BUILDING EXPANSION JOINT REPLACE EIFS AT THIS LOCATION W/ CONT. TREATED 2 x 6. SILL, SOLID SURFACE STOREFRONT, REF. #LayID(ref) FOR SCHEDULE D1 A323 B1 A6072'-3 1/4"1'-8"10 1/4" 3"8"1 3/4"5 7/8"EXISTING HOTEL WALL TYP. 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" B3 Enlarged 1st Floor Plan A101e5 0 6''1'2'SCALE: 1" = 1'-0" B1 Enlarged 1st Floor Plan A101e5 0 6''1'2' SCALE: 3" = 1'-0" C2 Storefront Jamb Detail A101e5 0 3''6''9''SCALE: 3" = 1'-0" C1 Storefront Jamb Detail A101e5 0 3''6''9''SCALE: 1" = 1'-0" C3 Enlarged 1st Floor Plan A101e5 0 6''1'2'