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HomeMy WebLinkAboutAA321 WALL SECTION AREA C 16-17Project: 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 AA321 WALL SECTION AREA C 16-17 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 16-17.pln 32 32 32 R.6 3 AA533 9 AA321 5 AA533 1'-0" 8" 1'-13/4" 1'-8" 1'-8" 4" 2'-85/8" CURTAIN WALL SYSTEM EIFS VENEER PRE-FINISHED ALUM. STANDING SEAM METAL ROOF EIFS VENEER STL. BEAM, REFERENCE S-SERIES DRAWINGS 8" CFS STUD WALL EIFS VENEER CURTAIN WALL SYSTEM STRUCTURAL TUBE HEADER, REFERENCE S- SERIES DRAWINGS 8" STL. CHANNEL, REFERENCE S-SERIES DRAWINGS 8" CFS STUD FRAMING, TOP TRACK IS SLOPED. DRIP IN EIFS VENEER SLOPED EIFS SHELF GRANITE OR DOLOMITIC LIMESTONE BASE T / WATERTABLE B / WATERTABLE T / ROUGH OPENING T / ROUGH OPENING B / CAPITAL T / CORNICE STRUCTURAL TUBE HEADER, REFERENCE S- SERIES DRAWINGS EIFS KEYSTONE ATTACHED OVER CURTAIN WALL. ALUMINUM BOX BEHIND KEYSTONE DESIGN TO MATCH CURTAIN WALL. METAL FRAMED GYPSUM BOARD CEILING SYSTEM LIMESTONE VENEER BEYOND T/ TUBE BEAM T/ STEEL T / CAPITAL BENT PLATE CURTAIN WALL ANCHOR BY 08 44 13 SECTION. T/ PARAPET ARCHED EXTRUSION TO MATCH CURTAIN WALL SYSTEM B / ROUGH OPENING & T/ TUBE BEAM EL: = -12'-11 1/2" EL: = -10'-8" EL: = +0'-5" EL: = +2'-0" EL: = +15'-0" EL: = +15'-8" EL: = +16'-2 1/2" EL: = +19'-2 3/4" +20'-10 1/4" EL: = +25'-0" EL.: VARIES - SEE ELEVATIONS R.6 20 AA539 16 AA539 9 AA321 8 AA321 3 AA533 113/8" 1'-11/4" 91/8" 1'-2" BRICK VENEER LIMESTONE VENEER BEYOND STANDING SEAM METAL ROOF EIFS VENEER EIFS BANDING 1 1/2" EIFS VENEER 2 1 /2" INFILL METAL STUD AND EXTERIOR SHEATHING PRE-FINISHED ALUM. COPING EIFS VENEER BANDING GRANITE BASE STL. BEAM, REFERENCE S-SERIES DRAWINGS 1 1/2" EIFS VENEER TUBE COLUMN, REFERENCE S-SERIES DRAWINGS. BRICK TIES ON COLUMNS AS REQIUIRED. STL. CHANNEL, REFERENCE S-SERIES DRAWINGS DRIP IN EIFS VENEER SIM. SIM. SIM. T / WATERTABLE B / WATERTABLE T/ STEEL T/ GABLE 1" RAISED EIFS PROFILE B / CAPITAL T / CORNICE T / CAPITAL EL: = -12'-11 1/2" EL: = -10'-8" EL: = +16'-2 1/2" EL: = +19'-2 3/4" EL: = +20'-10 1/4" EL.: VARIES - SEE ELEVATIONS EL: = +25'-0" BRICK ROWLOCK 2 AA539 R.6 15 AA539 4 AA539 6 AA533 7 AA533 8 1'-61/4" 1'-0" 1'-53/4" AA321 2'-47/8" 2'-0" EL.: VARIES EXISTING C.I.P. STRUCTURE, REFERENCE S- SERIES DRAWINGS CANOPY BRACKET BEYOND 8" CMU WALL CMU BOND BEAM, REFERENCE S- SERIES DRAWINGS LIMESTONE VENEER 6" CFS STUD INFILL WALL EIFS BANDING 4" EIFS VENEER PRE FINISHED ALUM. STANDING SEAM METAL ROOF ROOF MEMBRANE OVER EXTERIOR SHEATHING SIM. SIM. T / WATERTABLE B / WATERTABLE B/ LIMESTONE BAND T/ MASONRY T/ SHED PARAPET T / GABLE B / CAPITAL T / CORNICE T / CAPITAL EL: = -12'-11 3/4" EL: = -10'-8" EL: = +0'-9 1/4" EL: = +2'-0" EL: = +16'-2 1/2" EL: = +19'-2 3/4" EL: = +20'-10 1/4" EL.: VARIES - SEE ELEVATIONS EL: = +25'-0" T/ LIMESTONE BAND GRANITE BASE R.6 4 AA702 7 AA533 8 AA703 1'-01/4" 13/4" 93/16" 6" 41/8" VARIES 5" 93/4" 4" EL.: +25'-2 1/4" LIMESTONE VENEER, SEE PROFILE DRAWING 8" CMU SEALANT AND BACKER ROD PRE FINISHED METAL COPING EIFS VENEER 6" METAL STUD INFILL @ 16" O.C. ROOF MEMBRANE OVER EXTERIOR SHEATHING CONTINUOUS TREATED WOOD BLOCKING SLOPED 3/4" FIRE TREATED PLYWOOD EIFS PROFILE, SEE ELEVATIONS STANDING SEAM ROOF. 1" HIGH SNAP-ON SEAMS. EIFS PROFILE, SEE ELEVATIONS 1 2 SLOPE SIM. SIM. T/COPING SUBSTRATE R.6 1'-111/4" 3'-41/4" 71/4" 4" 10" 3" 2" 2" 4" 2" 2" 2" SPRAYED-APPLIED FIRE RESISTIVE MATERIAL 3 5/8" METAL STUD FRAMING 16" O.C. DRIP DRIP 6" METAL JOIST @ 16" O.C. BENT PLATE BY CURATIN WALL CONTRACTOR PRE-FINISHED FLASHING SEALANT EIFS FLASHING SEALANT WITH WEEPS 5/8" EXTERIOR SHEATHING EL: = +0'-5" EL: = +2'-0" R.6 18 AA539 14 AA539 9 AA539 12 AA539 2 AA532 12 AA532 2'-23/8" 4'-7" 4'-10" 5'-4" 5'-8" 6'-4" 6'-61/2" 7'-3" 7'-10" 9'-73/8" 10'-71/4" 2 AA320 STL. BEAMS, REFERENCE S-SERIES DRAWINGS COPPER STANDING SEAM METAL ROOF COPPER FLAT SEAM METAL ROOF DOME EIFS CORNICE CURVED FRAMING TRACK AT SILL, CURTAIN WALL SILL AND HEAD. REFERENCED S-SERIES DRAWINGS. FIXED ALUM. STOREFRONT WINDOW ROLLED PLATE - POWDER COATED PRE-FINISHED ORNAMENTAL METAL BRACKET EPDM MEMBRANE COPPER FASCIA BRACKET PROFILE GRANITE PROFILE PRE-FINISHED COMPRESSION RING, REFERENCE S-SERIES DRAWINGS. TYPICAL OF 2. BRACKET PROFILE FASCIA PROFILE CORNICE PROFILE PRE-FINISHED ALUMINUM STANDING SEAM ROOF, 1" HIGH SEAM. EIFS CORNICE EPDM MEMBRANE PRE-FINISHED ALUMINUM GRAVEL STOP SPRAY-APPLIED FIRE RESISTIVE MATERIAL SPRAY-APPLIED FIRE RESISTIVE MATERIAL CURVED TRACK AND RELATED KICKERS, REFERENCE S-SERIES DRAWINGS. 8" CFS FRAMING @ 12" o.c. ALONG CURVED PATH PROFILE 'A' OUTRIGGERS PROFILE 'B' RADIUSED LIMESTONE VENEER RADIUSED GRANITE OR DOLOMITIC LIMESTONE BASE METAL FRAMED CEILING @ 16" O.C. W/ 5/8" GYP. BOARD 3 5/8" METAL STUD ROUND PARTITION DOUBLE CORNICE RAFTERS T / WATERTABLE B / WATERTABLE B / CURVED TRACK, T /ROUGH OPENING T / CORNICE FRAMING 2 T/ EXIST. STEEL T / EXIST. SLAB T / CORNICE FRAMING 1 B / CLG. FRAMING RADIAL DIMENSIONS SILL ROUGH OPENING T/ EXIST. SLAB 5 AA539 EL: = -12'-11 1/2" EL: = -10'-8" EL: = -2'-2 1/4" EL: = +1'-11 1/2" EL: = +3'-9 1/2" EL: = +15'-0" EL: = +19'-5" EL: = +19'-11" EL: = +20'-5 1/2" EL: = +23'-10" 2'-23/8" 4'-7" 4'-10" 5'-4" 5'-8" 6'-4" 6'-61/2" 7'-3" 7'-10" 9'-73/8" 10'-71/4" 6.92° 8.57° 2.98° 15.75° 13.47° 8.79° 2 AA321 2 AA321 o/f of dome base framing, compression ring o/f of cornice base framing i/f of curved turret wall framing o/f of curved turret framing o/f of cornice framing (outriggers) o/f of secondary framing @ lower cornice o/f of primary framing @ lower cornice o/f of gutter framing i/f of gutter framing o/f of dome truss PROFILE 'A' PROFILE 'B' and parking level ceiling rafters: 45 equal spaced DOUBLE CORNICE RAFTERS AND OUTRIGGERS: 34 equal spaced PROFILE 'A' DOME TRUSSES: 29 equal spaced dome compression ring R.6 15 AA539 4 AA539 7 AA539 6 AA533 8 AA321 41/4" 1'-73/4" 1'-0" 1'-53/4" 41/4" 2'-0" EL.: VARIES ROOF MEMBRANE OVER EXTERIOR SHEATHING STANDING SEAM METAL ROOF EIFS VENEER EIFS ARCHITRAVE LIMESTONE VENEER 8" CMU 8" CMU GRANITE OR DOLOMITIC LIMESTONE BASE LIMESTONE VENEER DRIP AT EIFS VENEER CMU BOND BEAM, REFERENCE S-SERIES DRAWINGS LIMESTONE LIMESTONE VENEER VENEER METAL STUD INFILL WALL T / WATERTABLE B / WATERTABLE T/ MASONRY T/ SHED PARAPET B/ LIMESTONE BAND B / CAPITAL T / CORNICE T / CAPITAL T/ GABLE PRE-FINISHED ALUM. COPING EL: = -12'-11 1/2" EL: = -10'-8" EL: = +0'-9 1/4" EL: = +2'-0" EL: = +16'-2 1/2" EL: = +19'-2 3/4" EL: = +20'-10 1/4" EL.: VARIES - SEE ELEVATIONS EL: = +25'-0" T/ LIMESTONE BAND SCALE: 3/8" = 1'-0" 4 EAST WALL SECTION AA321 0 2' 4' 6' SCALE: 3/8" = 1'-0" 5 EAST WALL SECTION AA321 0 2' 4' 6' SCALE: 3/8" = 1'-0" 6 WALL SECTION AA321 0 2' 4' 6' SCALE: 1" = 1'-0" 8 DETAIL AA321 0 6'' 1' 2' SCALE: 1" = 1'-0" 9 DETAIL AA321 0 6'' 1' 2' SCALE: 3/8" = 1'-0" 2 SOUTH WALL SECTION AA321 0 2' 4' 6' SCALE: 3/8" = 1'-0" 1 SCHEMATIC TURRET FRAMING PLAN AA321 0 2' 4' 6' SCALE: 3/8" = 1'-0" 3 EAST WALL SECTION AA321 0 2' 4' 6' 06/27/08 A300C.1 jaw jrs 06/27/08 A300C.1 jaw jrs 06.29.09