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HomeMy WebLinkAboutAA331 WALL SECTIONS 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 AA331 WALL SECTIONS 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 3 AA568 1 AA568 5 AA568 4 AA568 +10'-0 5/8" -13'-0" ±0'-0" +1'-8" +16'-6" +18'-11 1/2" +20'-0" +23'-8" 13'-0" 1'-8" 14'-10 1/16" 2'-5 7/16" VARIES 3'-8" T.O. SLAB T.O. SLAB T.O.W. SECOND FLR T.O. STEEL LOWER RETAIL FLOOR B/O CHANNEL STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BUILT-UP EIFS PROFILE DEEP LEG TRACK 8" CFS SOFFIT FRAMING W/ EXTERIOR SHEATHING EIFS VENEER EIFS VENEER WALL BEYOND STEEL CHANNELS W/ CFS STUD INFILL, REF S- SERIES DWGS EIFS VENEER EIFS BRACKET BEYOND PREFINISHED METAL COPING OVER 3/4" P.T. PLYWD CONCRETE SLAB PAVERS, N.I.C. EPS FOAM N.I.C. , REF TO STRUCTURAL LIQUID APPLIED WATER PROOFING, N.I.C. INSULATED CFS HEADER AT STOREFRONT WINDOW HEADER, TO BE FIELD BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS 8" CFS INSULATED BULKHEAD DRYWALL, N.I.C. CORE-DRILLED RAILING ATTACHMENT, REF S- SERIES DWGS FUTURE SIGNAGE, N.I.C. FABRIC AWNING BOT OF HEADER & BRICK LINTEL BRICK VENEER EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS STOREFRONT WINDOW SYSTEM PIER BEYOND SITE PAVING, N.I.C. 8" CMU BACK-UP, REF ENLARGED PLANS FOR LAYOUT & REF S-SERIES DWGS RAILING STONE BASE BEYOND CEILING ON SUSPENDED MTL. FRAMING. DOUBLE STEEL BRICK RELIEF ANGLE REF. S- SERIES DWGS STONE BAND ! ST4 STONE SILL! ST# STONE BASE! ST3 DRYWALL, N.I.C. CONC. BEAM, REF P112 SERIES DWGS. T/O BEAM SOLID CMU BELOW GRADE, REF S-SERIES DWGS COPPER-FABRIC THRU WALL FLASHING VERTICAL MULLION EXTENDED TO CMU 4" CMU BACK-UP, REF ENLARGED PLANS FOR LAYOUT & REF S-SERIES DWGS S 2 AA568 3 AA568 -12'-10" ±0'-0" +1'-8" VARIES +20'-0" +23'-8" 12'-10" 1'-8" VARIES VARIES 3'-8" T/O SLAB 6 3/4" 2 1/2" 5'-6 29/64" 2 1/2" 6 5/8" 3 3/8" 6 5/8" 2 1/2" 3'-9 27/64" 2 1/2" 6 5/8" 3 3/8" 4" 1'-8" 1'-2" 1'-0" +1'-7" CONC. SLAB, REF A.100 BID SET T.O. SLAB T.O. SLAB T.O.W. SECOND FLR T.O. STEEL LOWER RETAIL FLOOR STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BUILT-UP EIFS PROFILE DEEP LEG TRACK 8" CFS STUD WALL W/ EXTERIOR SHEATHING 1 3/8" EIFS VENEER EIFS VENEER EIFS BRACKET BEYOND PREFINISHED METAL COPING OVER 3/4" P.T. PLYWD CFS BLOCKING CFS BLOCKING BRICK VENEER EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS SOLID CMU BELOW GRADE, REF S-SERIES DWGS SELF-ADHERING FLASHING WEEP, TYPICAL COPPER-FABRIC THRU WALL FLASHING COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINUOUS, ABOVE SOLID GROUTED BASE COURSE SITE PAVING, N.I.C. WALL TIES, TYPICAL 8" CMU, GROUTED SOLID, REF ENLARGED PLANS FOR LAYOUT & REF S- SERIES DWGS CEILING ON SUSPENDED MTL. FRAMING. 6" CFS STUD WALL W/ EXTERIOR SHEATHING @ FACE OF COLUMN ONLY, SEE ENLARGED PLAN FOR LIMITS CONC. BEAM, REF P112 SERIES DWGS. T/O BEAM SIM. STONE BASE S 1 AA568 5 AA568 ±0'-0" +1'-8" 12'-10" 1'-8" +10'-0 5/8" +1'-7" -12'-10" T.O. SLAB T.O. SLAB LOWER RETAIL FLOOR EIFS VENEER WALL BEYOND CONCRETE SLAB PAVERS, N.I.C. EPS FOAM N.I.C. , REF TO STRUCTURAL LIQUID APPLIED WATER PROOFING, N.I.C. INSULATED CFS HEADER AT STOREFRONT WINDOW HEADER, TO BE FIELD BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS 8" CFS INSULATED BULKHEAD DRYWALL, N.I.C. CORE-DRILLED RAILING ATTACHMENT, REF S- SERIES DWGS FUTURE SIGNAGE, N.I.C. FABRIC AWNING BOT OF HEADER & BRICK LINTEL BRICK VENEER EXISTING C.I.P. CONC STRUCTURE, REF. TO S- SERIES DWGS STOREFRONT WINDOW SYSTEM PIER BEYOND SITE PAVING, N.I.C. RAILING STONE BASE BEYOND DOUBLE STEEL BRICK RELIEF ANGLE REF. S- SERIES DWGS STONE BAND ! ST4 STONE SILL! ST# CONC. BEAM, REF P112 SERIES DWGS. T/O BEAM COPPER-FABRIC THRU WALL FLASHING 8" CMU, REF S-SERIES DWGS EXISTING CONC STRUCTURE & SLAB AS SHOWN (FIELD VERIFY) SCALE: 3/8" = 1'-0" 1 WALL SECTION AA331 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 WALL SECTION AA331 0 2' 4' 6' SCALE: 3/8" = 1'-0" 3 WALL SECTION AA331 0 2' 4' 6' A305B JDR LGA,JAW 12/29/08 See sheets AA128 for plan information, AA214 for elevation information 06.29.09