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HomeMy WebLinkAboutAA555 WALL SECTIONS DETAILS AREA B LL EAST 20-22Project: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 AA555 WALL SECTIONS DETAILS AREA B LL EAST 20-22 Bid Set !"#$"%& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 38 39 40 CCC.A.ASI.11, 9/18/09 CCC.A.ASI.12, 9/29/09 CCC.A.ASI.13, 9/30/09 CCC.A.ASI.14, 10/15/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Wednesday, October 14, 2009; 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 20-22.pln 40 R.5 9 AA703 T.O. STEEL +20'-0" +16'-4" +19'-8" +15'-2" +15'-6" 11 3/8" 1'-4 7/8" 5'-2" 2'-1 3/4" 7" 1'-6" 12'-6 1/8" 1'-1 5/8" 2" 5" 4" 1'-2 1/8" 2'-11 3/4" 6 1/4" 4" 2 3/8" 4'-0 5/8" 3" 1 3/8" 10 5/8" 1 1/2" 1 1/2" 8" 2'-8 1/4" 8" 4" +28'-0" BUILT-UP EIFS PROFILE SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING PREFINISHED METAL COPING OVER FIRE RESISTANT PLYWD EIFS BRACKET BEYOND CFS BLOCKING SECOND FLR SEE S-SERIES DWGS HOLD EIFS TO MIN. 8" ABOVE ROOF REF TYPICAL ROOF DECK DETAIL 09/AA703 METAL COPING STARTER CLIP 3/4" EIFS VENEER 5/8" EXT. SHEATHING. FIRE TREATED PLYWOOD, SEE ENLARGED ELEVATION FOR ADDITIONAL INFORMATION FUTURE SIGNAGE LOCATION T/O WALL B/O CFS HEADER B/O CFS HEADER B/O CFS HEADER T.O.W. REINFORCED SLOPED TOPS, FLEXIBLE COATINGS AS REQUIRED BY MANUFACTURER ON EXPOSED SLOPED SURFACES REINFORCED SLOPED TOPS, FLEXIBLE COATINGS AS REQUIRED BY MANUFACTURER ON EXPOSED SLOPED SURFACES DRIP DRIP DRIP EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS WEATHER BARRIER 21 HEIGHT VARIES +14'-4" +24'-2" 1'-1" 11 1/4" 1'-3 1/8" 1'-5 3/4" 3'-1 3/8" 9 3/4" 2" 6 1/8" 10 1/4" 5 1/8" VARIES VARIES 4'-2" +20'-0" STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BUILT-UP EIFS PROFILE BRICK VENEER 8" CFS STUD WALL W/ 5/8" EXTERIOR SHEATHING EIFS VENEER BUILT-UP EIFS PROFILE STEEL TUBE & PLATE, REF S-SERIES DWGS BOT OF PLATE T.O.W. SECOND FLR T.O. STEEL CFS KICKERS @ EA STUD EIFS BRACKET BEYOND 3/4" EIFS VENEER 3/4" FIRE TREATED PLYWD. 3" RIGID INSUL. ROOFING MEMBRANE PREFINISHED METAL COPING OVER 3/4" F.R. PLYWD CEILING ON SUSPENDED MTL. FRAMING. REINFORCED SLOPED TOPS, FLEXIBLE COATINGS AS REQUIRED BY MANUFACTURER ON EXPOSED SLOPED SURFACES EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS WEATHER BARRIER COPPER-FABRIC THRU WALL FLASHING, COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINIOUS DEEP LEG TRACK S 9 AA703 +24'-2" +14'-4" +20'-0" HEIGHT VARIES 1'-4 1/2" 3'-0 1/4" 4'-7 1/2" VARIES 4'-2" STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BUILT-UP EIFS PROFILE DEEP LEG TRACK WALL BEYOND BRICK VENEER 8" CFS STUD WALL W/ 5/8" EXTERIOR SHEATHING EIFS VENEER BUILT-UP EIFS PROFILE STEEL ANGLE BRICK LINTEL, REF S-SERIES DWGS STEEL CHANNELS W/ CFS STUD INFILL, REF S- SERIES DWGS 3/4" EIFS VENEER EIFS BRACKET BEYOND PREFINISHED METAL COPING OVER 3/4" F.R. PLYWD 6" CFS STUD WALL W/ 5/8" EXTERIOR SHEATHING B/O ANGLE T.O. STEEL SECOND FLOOR T.O.W. CEILING ON SUSPENDED MTL. FRAMING. REINFORCED SLOPED TOPS, FLEXIBLE COATINGS AS REQUIRED BY MANUFACTURER ON EXPOSED SLOPED SURFACES EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS WEATHER BARRIER COPPER-FABRIC THRU WALL FLASHING, COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINIOUS S 1" 1'-6" 2'-0" 5" ±0'-0" +2'-0" 1'-8" 4 1/8" 5 7/8" 1" METAL RAILING EXISTING CONC. BEAM AND SLAB BRICK VENEER CONC. DOWEL INTO EXISTING CAST STONE COPING BLOCK OUT SLAB EDGE FOR COPING T/ SLAB EPS INSULATION FIRST FLOOR BACKER ROD AND SEALANT PAVERS AND SETTING BED WATER PROOF MEMBRANE N.I.C. CONC. BEAM REF. P12 SERIES DWGS DAMPROOFING +1'-3" 4" 3/8" 3'-10 3/8" 3/8" 6 7/8" 4 1/8" 1 1/4" 5" 4 3/8" 1 1/2" 2 1/8" 1 1/8" 8 3/8" T/O BLOCK 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING STONE STAIR TREADS, N.I.C. 8" CMU, BOTTOM COURSE CUT TO MAINTAIN CONSISTENT BOTTOM STUD TRACK HEIGHT, SEE ELEVATION DETAIL FOR ADDITIONAL INFO. STONE PANEL EXISTING C.I.P. CONC. STAIR STRUCTURE, REF S-SERIES DWGS EIFS VENEER BACKER ROD & SEALANT, 3/4" MIN BRICK VENEER STONE SKIRT DRIP WEATHER BARRIER COPPER-FABRIC THRU WALL FLASHING, COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINIOUS GROUT SOLID S +25'-9" 6 3/4" 3 1/4" 1 7/8" 10 1/4" 1" 2 5/8" 6 5/8" CFS BLOCKING 8" CFS STUD WALL W/ EXTERIOR SHEATHING 3/4" EIFS VENEER BRICK VENEER PREFINISHED METAL COPING OVER 3/4" P.T. PLYWD, CARVED STONE PANEL BACKER ROD & SEALANT, EIFS PROFILE 3/4" MIN WOOD BLOCKING, FIRE RESISTIVE CONTINOUS BACKER ROD & SEALANT OR WATERPROOF ADHESIVE SETTING BED CFS BRIDGING REINFORCED SLOPED TOPS, FLEXIBLE COATINGS AS REQUIRED BY MANUFACTURER ON EXPOSED SLOPED SURFACES BACKER ROD & SEALANT PREFINISHED METAL COPING STARTER STRIP SHIM AS REQUIRED TO ALLOW ROOM FOR BACKER ROD & SEALANT SELF ADHERING WATERPROOFING OVER SHIMS, COUNTERFLASHED WITH PREFINISHED METAL COPING EDON FIBERGLASS URN #EU-505, W/ ATTACHED 1/2" THREADED ROD PROVIDED, PAINT TO MATCH TRIM BELOW SECURE THREADED ROD TO BLOCKING S 5 1/2" 10" 5 1/4" 5 1/4" 95° ALUM. STOREFRONT STONE BASE BELOW BACKER ROD AND SEALANT BEWEEN CMU AND STOREFRONT FRAME CMU BELOW PREFIN. BRAKE METAL PANEL (FILLL VOID W/ BATT INSUL.) PREFIN. BRAKE METAL PANEL (FILLL VOID W/ BATT INSUL.) ALUM STOREFRONT ENTRY FRAME SCALE: 1" = 1'-0" 1 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1" = 1'-0" 3 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1" = 1'-0" 4 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 2 WALL SECTION DETAIL AA555 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 6 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 WALL SECTION DETAIL AA555 0 6'' 1' 2' SCALE: 1" = 1'-0" 9 STOREFRONT JAMB DETAIL AA555 0 6'' 1' 2' A305C 12/17/08 JDR LGA, JAW See sheets AA126 & AA127 for plan information, AA212 & AA213 for elevation information, and AA328 & AA330 for wall sections 10.15.09 DETAIL ELIMINATED, REF 04/AA568 FOR BASE CONDITION INFORMATION