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HomeMy WebLinkAboutA4.2 Elevations_Details.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A INTERIORS:TENANTS:MATT THE MILLER:Drawings:IBASE.pln PEDCOR DESIGN GROUP, L.L.C. A4.2 Elevations/Details 03/26/2012 LES MC STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 2006, 2007, 2008, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 4 5 A4.3 A4.3 2 A4.3 6 A4.3 1 A4.3 3 A4.3 9 3/4" 4'-5 3/4" 4 3/4" 5'-8 1/4" 2 1/4" 3 5/8" 1'-7 7/8" 3'-9 7/8" 1" 1'-8" 9 3/4" 8'-6 3/3/8" 4" 5 3/4" 3'-5 3/4" 1'-0" 1'-4 1/2" 4'-2 1/4" 1'-8" 9 3/4" 8 1/8" 8 1/8" 1 3/4" 4'-1 1/4" 1'-5" 4'-3" 4" 3'-6" FP1 FP1 FP41 FP61 W7 W7 STUD R 26 1"2 1/2" 5/8" 8 3/8" 8 3/8" 5/8" 2 1/2"1" 2'-1" 4 1/8" 6 3/4" 2 1/2" 1" STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. WAINSCOT AND SLIDING DOOR ON ADJACENT WALL. ALIGN. 3 5/8" METAL STUD WITH 5/8" GYP. BOARD ON ONE (1) SIDE. HOLD STUDS TIGHT TO EXISTING DRAINS AS REQUIRED. 6" METAL STUD WITH 1/2" PLYWOOD AT WAINSCOT AND 5/8" GYPSUM BOARD AT PAINTED WALLS. STAINED WOOD WAINSCOT. Q.5 26 Q.5 26 1" 2 1/2" 5/8" 9 1/4" 9 1/2" 5/8" 2 1/2" 1" 2'-3" 1" 8 3/8" 21 3 1/4/8"" 7 3/8" 10" 4 3/4" 6 1/4" 4 1/8" 2'-3" 1" 2 1/2" 5/8" 9 1/4" 9 1/2" 5/8" 2 1/2" 1" 4 3/4" 6 1/4" 4 1/8" STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. WAINSCOT ON ADJACENT WALL. ALIGN. 3 5/8" METAL STUD WITH 5/8" DUROCK ON ONE (1) SIDE WITH FRP ATTACHED. HOLD STUDS TIGHT TO STRUCTURE AS REQUIRED. ALIGN. K&V 255 SERIES STEEL PILASTER STANDARDS WITH ADJUSTABLE CLIPS. 1" THICK BLACK MELAMINE ADJUSTABLE SHELVES. 3 5/8" METAL STUD W/PLYWOOD ON BOTH SIDES. STAINED WOOD LOWER LEDGE. STAINED WOOD UPPER LEDGE. STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. WAINSCOT ON ADJACENT WALL. ALIGN. 3 5/8" METAL STUD WITH 5/8" DUROCK ON ONE (1) SIDE WITH FRP ATTACHED. HOLD STUDS TIGHT TO EXISTING STRUCTURE AS REQUIRED. UPPER COLUMN WRAP LOWER COLUMN WRAP Q 26 Q 26 2'-3" 1"2 1/2" 5/8"8 3/8" 10 3/8" 5/8" 2 1/2" 1" 9" 9 1/4" 1" 1'-7 1/4" 1'-7 1/4" 9" 9 1/4" 1" 1"2 1/2" 5/8"8 3/8" 10 3/8" 5/8" 2 1/2" 1" 2'-3" 7 3/8" 10" 1" 8 3/8" 21 3 1/4/8"" STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. STAINED WOOD UPPER LEDGE. ALIGN. 3 5/8" METAL STUD WITH 5/8" DUROCK ON ONE (1) SIDE WITH FRP ATTACHED. USE NATURAL FINISHED EDGE OF STONE. PROVIDED STAINED WOOD CORNER GUARDS ABOVE STONE TO TRANSITION BETWEEN DRYWALL AND FRP. STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. K&V 255 SERIES STEEL PILASTER STANDARDS WITH ADJUSTABLE CLIPS. 1" THICK BLACK MELAMINE ADJUSTABLE SHELVES. 3 5/8" METAL STUD WITH 5/8" DUROCK ON ONE (1) SIDE WITH FRP ATTACHED. USE NATURAL FINISHED EDGE OF STONE. PROVIDED STAINED WOOD CORNER GUARDS ABOVE STONE TO TRANSITION BETWEEN DRYWALL AND FRP. STAINED WOOD LOWER LEDGE. 3 5/8" METAL STUD W/PLYWOOD ON BOTH SIDES. UPPER COLUMN WRAP LOWER COLUMN WRAP R 27 7 A4.8 1 1/4" 1/2"5/8" 11 1/2" 11 1/4" 5/8" 2'-1 3/4" 5/8" 1'-4 3/8" 1'-4 7/8" STAINED WOOD TRIM AND LEDGE. 1/2" STAINED WOOD WAINSCOT BELOW. 1/2" PLYWOOD BACKING AT WAINSCOT AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO EXISTING DRAINS AS REQUIRED. EXISTING STRUCTURAL COLUMN. ALIGN. ALIGN. 3 5/8" METAL STUD WITH 5/8" ON ONE (1) SIDE. EXISTING EXTERIOR WALL. Q.5 27 1"2 1/2" 5/8"6" 1'-0 3/4" 5/8" 2 1/2" 1" 2'-3" 1" 2 1/2" 5/8" 9 1/2" 9 1/4" 5/8" 2 1/2" 1" 2'-3" STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. Q 27 2'-3" 1" 2 1/2" 5/8" 9 3/8" 9 3/8" 5/8" 2 1/2" 1" 1"2 1/2" 5/8" 6 1/8" 1'-0 5/8" 5/8" 2 1/2" 1" 2'-3" STAINED WOOD TRIM AND LEDGE. STONE. 5/8" DUROCK BACKING AT STONE AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO COLUMN AS REQUIRED. EXISTING STRUCTURAL COLUMN. P.5 27 9 A4.8 1 1/2" 1/2"5/8" 1'-4 1/4" 1'-4 1/2" 5/8"1/2" 1 1/2" 1 1/2" 1/2"5/8" 1'-3 5/8" 1'-4 1/8" 5/8"1/2" 1 1/2" 3'-1" 3'-2" STAINED WOOD TRIM AND LEDGE. 1/2" STAINED WOOD WAINSCOT BELOW. 1/2" PLYWOOD BACKING AT WAINSCOT AND PAINTED 5/8" GYPSUM BOARD ABOVE. 3 5/8" METAL STUD. HOLD STUDS TIGHT TO EXISTING DRAINS AS REQUIRED. EXISTING STRUCTURAL COLUMN. ACCESS PANEL TO BE PROVIDED FOR CLEAN OUT DRAIN. PANEL IS TO BE PAINTED. COORDINATE IN THE FIELD THE LOCATION OF THE PANEL. P.5 27.7 5/8" 10 5/8" 10 5/8" 5/8" 5/8" 5 5/8" 5" 1 3/8" 11 1/4" 3 5/8" METAL STUD WALL WITH 5/8" PLYWOOD AT CASEWORK. ADD FURRING AND DRYWALL AS NEEDED TO EXISTING WALL SO THAT EXTERIOR WALL AND NEW INTERIOR WALL ALIGN. EXISTING EXTERIOR WALL. 4 1/4" 1/2" 3 5/8" METAL STUD WALL HELD 1/2" OFF OF THE STOREFRONT. UNFINISHED ON STOREFRONT SIDE. INSULATION. 5/8" PLYWOOD AT CASEWORK AND 5/8" DUROCK AT BRICK. FINISH FACE OR WALLS ARE TO ALIGN. ADD FURRING AND DRYWALL AS NEEDED TO EXISTING WALL SO THAT EXTERIOR WALL AND NEW INTERIOR WALL ALIGN. EXISTING EXTERIOR WALL. EXISTING STOREFRONT WALL. STOREFRONT IS TO BE BLOCKED WITH SHUTTERS OR BLACKOUT FILM. Q.5 2 2 1/4" 2'-8 1/2" 2 1/4" R 3'-8" PARTIAL HEIGHT WALL WITH WAINSCOT ON ONE (1) SIDE. PARTIAL HEIGHT WALL WITH WAINSCOT ON ONE SIDE AND GLASS WALL ABOVE. STAINED WOOD COUNTER SURFACE OVER OPENING. STUD STUD 4'-2 5/8" 2 1/4" Q 2'-4 3/4" 6" 4'-2 5/8" FULL HEIGHT WALL WITH WAINSCOT ON ONE (1) SIDE WITH DRYWALL ABOVE. 6" STUD FULL HEIGHT WALL WITH WAINSCOT ON ONE SIDE WITH DRYWALL ABOVE. ADJACENT GLASS WALL. CHALKBOARD IS TO BE PROVIDED BY THE TENANT. STUD STUD 10 A4.3 1 A4.4 9 A4.3 7 A4.3 8 A4.3 P.5 Q Q.5 11 A4.2 1'-10 1/2" 1'-10 1/2" 3'-5 3/4" 4'-7" 1'-8" 8'-8" 1'-8" 8'-0" 1'-8" 8'-8" 1'-8" 1'-0" 1'-0 3/8" 1'-0" 1'-3" 4'-4" 4'-4 3/4" 2'-2" 4'-0 1/2" 1 1/2" 30'-6 1/2" 2'-10" 11" 6" 1'-0" 5" 2'-10" 4'-0 3/4" 1'-2" 1" 1/2" 16'-7 3/4" 16'-8 3/4" 5" 1'-0" 6" 11" 9'-0 5/8" 8'-11 3/8" 2" 11 1/4" 3 1/2" 2'-9" 1'-9" 4'-2" 1'-9" 4'-2" 2'-3" 4'-2" 1'-9" 4'-2" 2'-3 1/8" 4'-4 1/2" 1" 3'-0" 5'-1 1/8" 5'-1 1/8" 3'-0" 3'-0" 4'-3 7/8" 4'-3 7/8" 2'-8" 1" 1" 2'-3" 1" 13'-5 5/8" 1'-11" 3'-4" 6'-10" 7'-3" 2'-1" 1'-5" 10'-2" 3'-6" 4" 4" 7" 12'-2" 1'-0" 4" 3'-5" 8" 12'-10" 3'-6" 1'-9" FP1 FP1 FP1 FP1 STAINED WOOD CHICAGO BAR RAIL. STAINED WOOD WALL BELOW WITH METAL STRIPS ATTACHED WITH 1/2" LAG SCREWS. STAINED WOOD BAR TOP. METAL BAR RAIL. FP13 FP31 FP23 FP23 FP23 FP31 FP30 FP33 FP33 FP33 FP47 FP47 FP52 STAINED WOOD COLUMNS WITH BACKLIT ACRYLIC PANELS. STAINED WOOD BACK BAR COUNTER WITH EQUIPMENT AND CASEWORK BELOW. SUPPORT WALL BELOW. FP31 FP21 FP10 FP37 FP21 FP19 FP19 FP30 FP21 FP21 FP23 FP23 FP31 FP31 FP23 FP31 FP31 P.O.S. MACHINE. P.O.S. MACHINE. TENANT PROVIDED BEER DISPENSER. P.O.S. MACHINE. TABLE LAMPS ON BAR. FP23 FP31 FP47 FP47 FP10 FP10 FP13 FP23 FP36 FP36 FP36 ACRYLIC ACCENT SCREEN. S8Di FP13 W1 W1 W1 W1 W1 W14 W14 TYP. W2 W2 W2 STUD STUD STUD STUD BAR STUD 114 CO2 CO2 CO2 CO2 2'-2"1'-0" FP1 FP30 FP19 FP30 W14 SCALE: 1/2" = 1'-0" 2 Enlarged Hostess Stand A4.2 SCALE: 1" = 1'-0" 10 Column R/26 A4.2 SCALE: 1" = 1'-0" 9 Column Q.5/26 A4.2 SCALE: 1" = 1'-0" 8 Column Q/26 A4.2 SCALE: 1" = 1'-0" 7 Column R/27 A4.2 SCALE: 1" = 1'-0" 6 6 Column Q.5/27 A4.2 SCALE: 1" = 1'-0" 5 Column Q/27 A4.2 SCALE: 1" = 1'-0" 4 Column P.5/27 A4.2 SCALE: 1" = 1'-0" 3 Column P.5/27.7 A4.2 SCALE: 1" = 1'-0" 11 Walls Blocking Storefront A4.2 SCALE: 1/2" = 1'-0" 13 Enlarged Bar Ledge (Round) A4.2 SCALE: 1/2" = 1'-0" 12 Enlarged Bar Ledge Plan A4.2 SCALE: 1/2" = 1'-0" 1 Enlarged Bar Plan A4.2