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HomeMy WebLinkAboutAA568 ENLARGED WALL SECTION DETAILS AREA B LL EAST 22-24Project: 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 AA568 ENLARGED WALL SECTION DETAILS AREA B LL EAST 22-24 Bid Set !"#!$#%& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ 32 32 S 9 AA703 5 5/8" 2 3/8" 7 1/2" 2" VARIES 2" 7 1/2" 4" 3 1/4" 1'-7 1/4" 3 3/8" 11 1/4" 2 1/8" 1" 4" 4 1/2" VARIES 8 1/2" 8 5/8" 1'-4 5/8" 2" 2'-11 3/4" 1 1/2" 1'-2" 1 1/8" 1 1/4" 2" 5 5/8" 1'-1 5/8" 7 3/4" VARIES 2 1/4" 1" 3 3/4" 6 1/4" 2" MIN BUILT-UP EIFS PROFILE 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING PREFINISHED METAL COPING OVER FIRE RESISTANT PLYWD EIFS BRACKET BEYOND FUTURE SIGNAGE SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) HOLD EIFS TO MIN. 8" ABOVE ROOF METAL COPING STARTER CLIP 1 1/2" EIFS VENEER 5/8" EXT. SHEATHING. PREFINISHED METAL COPING OVER FIRE RESISTANT PLYWD S 1'-8" 1'-2" 1'-0" +1'-7" ±0'-0" +1'-8" 8" 4" 4" 6 5/8" 5 7/8" 2 1/2" 2 1/2" 4 1/8" 8 3/8" 3'-11 1/4" 1" 3 1/4" 1/2" 1 1/4" 1 1/2" 1 1/2" 1 1/4" 1" 8" 4" 4" 4 1/8" 1 1/8" 5 1/4" 3'-11 1/4" 4'-8" T.O. SLAB T.O. SLAB T/O BEAM T.O. SLAB T.O. SLAB CFS BLOCKING BRICK VENEER WALL TIES, TYPICAL 6" CFS STUD WALL W/ EXTERIOR SHEATHING @ FACE OF COLUMN ONLY, SEE ENLARGED PLAN FOR LIMITS CONC. BEAM, REF P112 SERIES DWGS. CFS CONTRACTOR TO ENGINEER SPLICE BETWEEN 6" AND 8" CFS STUD WALLS STONE BASE EXISTING CONC. BEAM AND SLAB 8" CFS STUD WALL W/ EXTERIOR SHEATHING 1 3/8" EIFS VENEER 8" CMU, REF ENLARGED PLANS FOR LAYOUT & REF S-SERIES DWGS 6" SOLID OR GROUTED SOLID CMU, REF ENLARGED PLANS FOR LAYOUT BACKER ROD AND SEALANT, 3/4" MIN CONC. DOWEL INTO EXISTING EPS INSULATION YORK THRU- WALL FLASHING PAVERS AND SETTING BED 4" CMU BACK-UP 1" 1'-6" 2'-0" 5" ±0.00' +2.00' 1'-8" 4 1/8" 1'-0" 5 7/8" 1" 1'-5" 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 4 7/8" 5 1/2" STONE BAND 23 S 8" 2 5/8" 8 3/4" 8 5/8" 8 5/8" 2 3/4" 2'-6 7/8" 2'-6 7/8" 2 3/4" 8 5/8" 9 3/8" 1 1/4" 11 1/2" 8 5/8" 11 3/8" 2'-8 1/4" 2'-8 1/4" 11 3/8" 8 5/8" 8 5/8" 2 AA331 STONE BASE, REF ENLARGED WALL SECTION DETAILS FOR ADDITIONAL PROFILE INFO 8" CFS STUD WALL W/ EXTERIOR SHEATHING EIFS VENEER METAL RAILING WEATHER BARRIER DASHED LINE IS REAR OF STONE BASE CAP EDGE OF SLAB STEEL COLUMN, REF S- SERIES DWGS REFER TO SHEETS AA504 & AA505 FOR TYP. FIREPROOFING DETAILS S 22 2'-10 1/4" 8" 6 3/8" 8 3/4" 8 5/8" 1'-6 1/4" 1'-5 3/8" 6 1/8" 1 7/8" 5 1/8" 1 1/4" 11 1/2" 8 5/8" STONE BASE, REF ENLARGED WALL SECTION DETAILS FOR ADDITIONAL PROFILE INFO 8" CFS STUD WALL W/ EXTERIOR SHEATHING EIFS VENEER METAL RAILING DRAWING LIMITS TO THIS LINE WEATHER BARRIER DASHED LINE IS REAR OF STONE BASE CAP EDGE OF SLAB BACKER ROD AND SEALANT, 3/4" MIN # T/O SLAB, VARIES VARIES 3/4" 3 5/8" 2 3/8" 1'-4" 1" 1 1/4" 2 1/4" 8" 5" 3" ALUMINUM CURTAIN WALL WINDOW SYSTEM FIRE-RESISTIVE, PRESSURE TREATED PLYWOOD PANEL VERTICAL MULLION, EXTENDED DOWN TO CMU 4" SOLID OR GROUTED SOLID CMU 8" CMU, REF S-SERIES DWGS STONE PANEL STONE SILL YORK THRU-WALL FLASHING BACKER ROD & SEALANT 8" CFS STUD TRACK FIRE-RESISTIVE, PRESSURE TREATED, BLOCKING 2 3/8" DEEP CURTAIN WALL CAP FLASHING, INSERTED INTO GLASS SEALANT POCKET SCALE: 1" = 1'-0" 3 WALL SECTION DETAIL AA568 0 6'' 1' 2' SCALE: 1" = 1'-0" 2 WALL SECTION DETAIL AA568 0 6'' 1' 2' SCALE: 1" = 1'-0" 1 WALL SECTION DETAIL AA568 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 5 PROFILE DETAIL AA568 0 6'' 12'' 18'' SCALE: 1" = 1'-0" 6 PLAN DETAIL AA568 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 PLAN DETAIL AA568 0 6'' 1' 2' SCALE: 1 1/2"= 1'-0" 4 WALL SECTION DETAIL AA568 0 6'' 12'' 18'' A305B JDR, LGA,JAW 2/07/09 See sheets AA128 for plan information, AA214 for elevation information, and AA331 for wall section information 06.29.09