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HomeMy WebLinkAboutA2.3 Alternate Shutter 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 SHELL FILES:EAST MODULES:Bldg A-EAST LL 25-28.pln JAW/DJS LES/JRS/MC PEDCOR DESIGN GROUP, L.L.C. A2.3 Alternate Shutter Details 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 3/8" 16" ALUM. ANGLE 1/8" x 1" x 3-1/2" x 16" ATTACHED TO MULLION WITH (2) 1/4"x20 MACHINE SCREWS. SCREWS MUST BE LONG ENOUGH TO THREAD AT LEAST 1/2" INTO THREADED CHANNEL IN THE CURTAIN WALL FRAME. PRE-DRILLED 3/8" HOLES IN FACE CAP AND GLAZING PRESSURE PLATE. PLAN HEIGHT, SEE ELEVATIONS 1 1/2" TYPICAL 1/2" 2" PRE-DRILLED 3/8" HOLES IN FACE CAP AND GLAZING PRESSURE PLATE FOR 1/4" x 20 MACHINE SCREW INTO THE THREADED CHANNEL IN THE CURTAIN WALL FRAME. 1/8" THICK RUBBER WASHER, TYPICAL AT ALL ATTACHMENT POINTS. 1" 1/8" 1/2" 5/8" 3" 1" 10'-3 7/8" 11'-6 3/4" 16'-0 3/4" 15'-1 1/2" 10'-10 3/4" 1 A2.3 1 A2.3 1 A2.3 APPROXIMATE APPROXIMATE APPROXIMATE APPROXIMATE APPROXIMATE SPACE SHUTTERS TO EXPOSE VERTICAL CURTAIN WALL FRAMES. SPACE SHUTTERS TO EXPOSE VERTICAL CURTAIN WALL FRAMES. SPACE SHUTTERS TO EXPOSE VERTICAL CURTAIN WALL FRAMES. 5'-6 1/2" 11'-6 3/4" 1 A2.3 APPROXIMATE APPROXIMATE SPACE SHUTTERS TO EXPOSE VERTICAL CURTAIN WALL FRAMES. 5'-6 1/2" 11'-6 3/4" 1 A2.3 APPROXIMATE APPROXIMATE SPACE SHUTTERS TO EXPOSE VERTICAL CURTAIN WALL FRAMES. SCALE: 3" = 1'-0" 1 Shutter Design A2.3 0 3'' 6'' 9'' SCALE: 1/2" = 1'-0" 2 North Elevation (Shutters) A2.3 0 1' 2' 4' SCALE: 1/2" = 1'-0" 3 North Elevation (Shutters) -East Portion A2.3 0 1' 2' 4' SCALE: 1/2" = 1'-0" 4 South Elevation (Shutters/Kiosk) -East Portion A2.3 0 1' 2' 4' (ELEVATION SHOWN WITHOUT AWNINGS FOR CLARITY)