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Home My WebLink AboutA4.4 Awning Details.pdfProject Number: Revisions: Drawn By Checked ByIssue Date 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: RA I N H A I R S A L O N Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r - S u i t e 1 1 3 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS N 1 2 3 4 DN MM MMM MMM MM M M MMMM MMMM MMMM MMMM TRASH DISP.DA3 Mtr R m 1A-2 ( A 1 4 8 ) StairSA4 ElevEA12 StairSA3 ElevEA6 StairSA5 StairSA1 ElevEA9ElevEA8 ElevEA1 StairSA2 StairSA6 ElevEA11 ELEVEA4ELEVEA5 ElevEA3 ElevEA2 ElevEA7 ElevEA10 KEY PLAN SUITE 113 Th u r s d a y , J u l y 2 6 , 2 0 1 2 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . G e n e r a l : B L D G A I N T E R I O R S : T E N A N T S : R A I N S A L O N : D R A W I N G S : R a i n A r c h i t e c t u r a l G e n e r a l D e t a i l s . p l n DJS JAW/MC PEDCOR DESIGN GROUP, L.L.C. A4.4 Awning Details 03/09/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007,2008, 2009, 2010, 2011 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA STATE RELEASE SET: 03/09/2012 ADDENDUM #1: 05/04/2012 ADDENDUM #2: 05/15/2012 ADDENDUM #3: 05/15/2012 ADDENDUM #4: 05/15/2012 27.6 28 M M.5 N#DrgID #LayID #DrgID #LayID FABRIC AWNING OVER ALUMINUM AWNING TRUSSES, W/ MILL FINISH OVERHEAD EXISTING ALUMINUM STOREFRONT EXISTING ALUMINUM STOREFRONT EXISTING EIFS FINISH ON METAL STUD FRAMED BULKHEAD OVERHEAD EXISTING EIFS FINISH ON METAL STUD FRAMED BULKHEAD OVERHEAD EXISTING EIFS FINISH ON METAL STUD FRAMED BULKHEAD OVERHEAD NOTE: DIMENSIONS ON PLAN ARE TO FACE OF EXISTING EXTERIOR SHEATHING EXISTING EIFS FINISH EXISTING STONE BASE BELOW FABRIC AWNING OVER ALUMINUM AWNING TRUSSES, W/ MILL FINISH OVERHEAD 3'-6 5/8"15'-3 1/4"4'-4 3/4"15'-3 1/4"3'-6 5/8" 4"14'4"4"14'4" 27.6 28 +12'-3 1/2" +2'-0" +20'-0" EXISTING ALUMINUM STOREFRONT EXISTING EIFS PROFILE EXISTING STL. BEAM EXISTING 8" CFS STUD WALL W/ 5/8" EXT. SHEATHING CFS KICKERS @ EA STUD, TO TOP FLANGE BEAM 2ND FLR 1ST FLR EXISTING SIDEWALK PAVING EXISTING STONE BASE BEYOND EXISTING 3" THICK EIFS VENEER OVER WEATHER BARRIER W/ 5/8 EXTERIOR SHEATHING EXISTING EIFS FINISH OVER 5/8" EXTERIOR SHEATHING EXISTING 3" THICK EIFS VENEER EXISTING CFS FRAMING EXISTING METAL STUD FRAMING EXISTING FIRE RETARDANT PLYWD SHEATHING BACK- UP FOR SIGNAGE ATTACHMENT EXISTING DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING EXISTING CONC. SLAB EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS FABRIC AWNING OVER ALUMINUM AWNING TRUSSES, W/ MILL FINISH. EXISTING STONE BASE N M.5 M OPEN TO STOREFRONT BEYOND OPEN TO STOREFRONT BEYOND 4"14'4"4"14'4" 2' 10 ' - 3 1 / 2 " 4'- 7 1 / 2 " TBD #DrgID #LayID FIRE RETARDANT PLYWD SHEATHING BACK-UP FOR EIFS IN THIS ZONE, FOR SIGNAGE ATTACHMENT FIRE RETARDANT PLYWD SHEATHING BACK-UP FOR EIFS IN THIS ZONE, FOR SIGNAGE ATTACHMENT EXISTING STONE BASE EXISTING EIFS FINISH EXISTING LIGHTING FABRIC AWNING OVERALUMINUM AWNING TRUSSES, W/ MILL FINISH. FABRIC AWNING OVER ALUMINUM AWNING TRUSSES, W/ MILL FINISH. SIGNAGE TBD SIGNAGE TBD EXISTING STONE BASE EXISTING EIFS FINISH EXISTING LIGHTING 4' - 1 0 1 / 8 " 2' - 4 1 / 2 " 2' - 8 3 / 4 " ALUMINUM AWNINGTRUSS, W/ MILL FINISH NOTE: TRUSS PROFILES ARE SCHEMATIC ONLY SCALE: 3/8" = 1'-0" 1 AWNING LAYOUT PLAN A4.4 0 2'4'6' SCALE: 3/8" = 1'-0" 2 N/S AWNING SECTION A4.4 0 2'4'6' SCALE: 3/8" = 1'-0" 3 NORTH ELEVATION A4.4 0 2'4'6' SCALE: 1" = 1'-0" 4 Awning truss profiles A4.4 0 6''1'2' GENERAL NOTES: AWNINGS 1. Refer to Structural Sheet A3.3 for design criteria relevant to awning design and attachment 2. Successful bidder of awning package is required to submit engineered and stamped drawings meeting all required applicable codes. 3. Conditions may vary from "typical details". Field verification of all conditions is required. 4. Consult specifications on Sheet SP.3 for required awning standards. Awning components and finishes to be selected by architect from among manufacturer's full line of available products. 5. Note: Storefront/curtainwall components are not structural and can not be attached to w/ awning anchors or any other connections. Some mullions (vertical & horizontal) may have structural steel reinforcement that maybe attached to. Field verify existing conditions. 6. Installer is to provide spacers at elevations w/ EIFS finish to prevent damage to material.