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HomeMy WebLinkAboutAA326 WALL SECTIONS AREA C LL EAST 18-19Project: 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 AA326 WALL SECTIONS AREA C LL EAST 18-19 Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 30 31 32 33 BID SET A.500, CCC.A.ASI.2, 5/15/09 PLUMBING FIXTURE DIMENSION UPDATE A.ASI.003, 05/29/09 STOREFRONT AND WALL BASE UPDATES 6/29/09 A.ASI.004, 06/10/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Monday, July 13, 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 18-19.pln 32 32 R.6 1 AA559 3 AA559 6 AA559 -13'-0" +2'-0" +20'-0" +28'-4" 15'-0" 18'-0" 8'-4" REF TO S-SERIES DWGS 2'-10" T/ PLATE VARIES EIFS PROFILE BEYOND STL. BEAM, REF. TO S- SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) SECOND FLOOR FIRST FLOOR LOWER RETAIL FLOOR BUILT-UP EIFS PROFILE EIFS VENEER STONE BASE EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY) TOP OF SLAB STOREFRONT WINDOW SYSTEM DRYWALL (N.I.C.) VAPOR BARRIER WEATHER BARRIER ROOFING MEMBRANE TYPICAL COMPOSITE ROOF DECK FUTURE SLAB N.I.C., REF. TO S-SERIES DWGS EPS FOAM N.I.C. INSULATION STOP BRICK ARCH BUILT-UP EIFS PROFILE 4" CONC SLAB, N.I.C. RIGID INSULATION, N.I.C. LIQUID APPLIED WATER PROOFING, N.I.C. EIFS PROFILE BRICK VENEER 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING PREFINISHED METAL COPING 2 1/4" AIR SPACE PRE-FINISHED METAL CAP FLASHING PAVERS BATT INSULATION, MIN REQUIRED EXISTING C.I.P. CONCRETE BEAM, REF. TO S-SERIES DWGS 4 COURSES 8" CMU, REF. TO S-SERIES DWGS T.O.W. ARCHED STEEL TUBE W/ PLATE, REF S-SERIES DWGS 1 5/8" CFS FRAMING COLUMN ENCLOSURE BEYOND RIGID INSULATION BUILT-UP EIFS PROFILE V-GROOVE JOINT IN EFIS 8" CMU, REF S-SERIES DWGS FIRE RETARDANT PLYWOOD INSULATED CFS HEADER AT STOREFRONT, TO BE FIELS BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS 8" CFS INSULATED BULKHEAD VERTICAL MULLION EXTENDS TO FLOOR R.6 2 AA559 6 AA559 6 AA606 -13'-0" 15'-0" 18'-0" REF. TO S-SERIES DWGS +20'-0" +2'-0" +28'-4" 8'-4" 2'-10" 8" T/O PLATE VARIES SECOND FLOOR FIRST FLOOR LOWER RETAIL FLOOR EXISTING C.I.P. CONCRETE BEAM, REF. TO S-SERIES DWGS BUILT-UP EIFS PROFILE STL. BEAM, REF. TO S- SERIES DWGS CURTAIN WALL WINDOW SYSTEM STOREFRONT WINDOW SYSTEM EIFS PROFILE 4 COURSES 8" CMU EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY) TOP OF SLAB SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BRICK VENEER 5/8" FIRE RETARDANT PLYWOOD EIFS VENEER DRYWALL (N.I.C.) VAPOR BARRIER WEATHER BARRIER EIFS VENEER BUILT-UP EIFS PROFILE ROOFING MEMBRANE TYPICAL COMPOSITE ROOF DECK 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING PREFINISHED METAL COPING INSULATION STOP 2 1/4" AIR SPACE FUTURE SLAB N.I.C., REF. TO S-SERIES DWGS EPS FOAM N.I.C. EFIS CAP FLASHING BRICK ARCH BUILT-UP EIFS PROFILE SIMULATED DIVIDED LIGHT, SURFACE APPLIED MUNTIN SIMULATED DIVIDED LIGHT, SURFACE APPLIED MUNTIN PAVERS, HOLD 1/2" DOWN FROM TOP OF CONC CURB, REF. CIVIL DWGS BATT INSULATION, MIN REQUIRED 4" CONC SLAB, N.I.C. RIGID INSULATION, N.I.C. LIQUID APPLIED WATER PROOFING, N.I.C. T.O.W. 5/8" EXTERIOR SHEATHING INSULATED HEADER BEAM, REF S-SERIES DWGS 1 5/8" CFS FRAMING W/ FIRERATED PLYWOOD SHEATHING INSULATED CFS HEADER AT STOREFRONT, TO BE FIELD BUILT TO ALLOW ATTACHMENT OF TOP TRACK TO C.I.P. CONC. BEAM, REF S-SERIES DWGS RIGID INSULATION 8" CFS INSULATED BULKHEAD ARCHED STEEL TUBE W/ PLATE, REF S-SERIES DWGS R.6 TOP OF FOOTING REF TO S-SERIES DWGS 15'-0" 27'-2" +2'-0" TOP OF SLAB REF. TO S-SERIES DWGS SECOND FLOOR FIRST FLOOR LOWER RETAIL FLOOR REF. TO S-SERIES DWGS DRYWALL (N.I.C.) VAPOR BARRIER ROOFING MEMBRANE 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING STONE BASE BRICK VENEER STL. BEAM, REF. TO S- SERIES DWGS 2 1/4" AIR SPACE FULL HEIGHT OF WALL 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING 2 1/4" AIR SPACE FULL HEIGHT OF WALL EXISTING CONC STRUC & SLAB AS SHOWN (FIELD VERIFY), REF. TO S- SERIES DWGS EXISTING CONC. STRUCT. & SLAB AS SHOWN (FIELD VERIFY) C.I.P. CONCRETE BEAM, REF. TO S-SERIES DWGS BUILT-UP EIFS PROFILE 3 COURSES 8" CMU, REF. TO S-SERIES DWGS SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) BRICK VENEER STL. COLUMN BEYOND, REF. TO S-SERIES DWGS WEATHER BARRIER COPPER FABRIC FLASHING & WEEP DRAINAGE SYSTEM PREFINISHED METAL COPING INSULATION STOP EPS FOAM N.I.C. FUTURE SLAB N.I.C., REFER TO S-SERIES DWGS VAPOR BARRIER 4" CONC SLAB, N.I.C. RIGID INSULATION, N.I.C. LIQUID APPLIED WATER PROOFING, N.I.C. CFS BRACING REQUIRED, AT SLAB LEVEL, BETWEEN STUD WALLS, @ 16" O.C. BATT INSULATION, MIN REQUIRED PAVERS 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING CFS BRACING REQUIRED, AT SLAB LEVEL, BETWEEN STUD WALLS, @ 16" O.C. BATT INSULATION T.O.W. RIGID INSULATION CFS BRACING SCALE: 3/8" = 1'-0" 3 WALL SECTION 3 AA326 0 2' 4' 6' SCALE: 3/8" = 1'-0" 2 WALL SECTION 2 AA326 0 2' 4' 6' SCALE: 3/8" = 1'-0" 1 WALL SECTION 1 AA326 0 2' 4' 6' 12/17/08 JDR, EJD LGA, JAW A300C.2, A.305C See sheets AA123 for plan information, AA210 for elevation information 06.29.09