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HomeMy WebLinkAboutAA253 ELEVATIONS AREA A H-J30 31 32 33 34 35 36 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 SHEET METAL FLASHING & METAL ROOF COLOR UPDATE, 08/17/09 BID SET A.500, CCC.A.ASI.9, 8/25/09 LOFT LEVEL PLAN UPDATE OWNER REVISION UPDATE, 08/31/09 Project: 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 AA253 ELEVATIONS AREA A H-J Bid Set 04.21.06 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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 SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Tuesday, September 1, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:NORTH MODULES:BLDG. A NORTH H-J.pln 36 36 36 36 W39 W39 W39 W39 W39 W39 W39 W39 W39 W28 W28 W28 W28 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W28 W28 W28 W28 W39 W39 41 40 40 3 AA566 11'-7" 11'-7" 11'-6" 11'-7" 11'-7" 11'-7" 11'-7" 11'-6" 1'-11" 1'-11" 1'-11" 1'-11" 8 5/8" 10'-5 1/2" 1'-10 1/2" 18'-0" 12'-0" 12'-0" 12'-0" 13'-9" 13'-9" 12'-0 3/8" 4" 2'-8 1/2" 5 1/2" 16'-0" 5'-0" 5'-2 1/2" 6'-4 1/4" 2'-9 3/8" 2'-6" 1'-3 1/2" 4'-0" 3'-2 1/8" 2'-7 1/4" 8'-1 5/8" 8'-0" 16'-1 5/8" W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W28 W28 W28 W28 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W28 W28 W28 W28 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W28 W28 W28 W28 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 W39 DR04 DR04 DR04 W28 W28 DR22 DR22 DR22 DR22 DR04 DR04 DR04 DR04 DR04 DR04 DR04 DR04 DR04 DR04 DR04 W28 W28 METAL CAP ! MTL3 T / METAL CHIMNY CAP +91'-11 5/8" EIFS VENEER ! EIFS32 EIFS BRACKETS ! EIFS26 EIFS VENEER ! EIFS33 PTD. METAL VENT ! PNT# PREFINISHED BRAKE METAL EIFS CORNICE EIFS VENEER! EIFS32 SLIDING ALUM. DOOR ALUM. WINDOW RAISED EIFS TRIM ! EIFS26 PTD. METAL RAILING ! RL# EIFS BAND ! EIFS26 PAINTED METAL RAILING ! RL# EIFS CORNICE ! EIFS38 FABRIC AWNING, BY TENANT OPEN TO STOREFRONT WALL BEYOND OPEN TO STOREFRONT WALL BEYOND OPEN TO STOREFRONT WALL BEYOND STONE BASE! ST5 ! BRICK VENEER ! B26 ALUMN STOREFRONT! - EIFS VENEER! EIFS38 1 1/2" BASE EIFS THICKNESS TYPICAL EIFS PANELS TO BE RAISED 1 1/2" THICKER THAN THE 3/4" BASE THICKNESS TYPICAL T / CHIMNY FRAMING RESIN ACORN ORNAMENT 56'-7 1/2" T/SLAB SNOW / ICE GUARDS LIGHT FIXTURE, TYP. AWNING ATTACHMENT PLATE, TYP., REF S-SERIES DWGS FLASHING & WEEPS @ HORIZONTAL JOINTS ABOVE GRADE FLASHING & WEEPS @ HORIZONTAL JOINTS ABOVE GRADE GRADE STONE CAP! ST5 ! FIRE RETARDANT PLYWD SHEATHING BACK-UP FOR EIFS IN THIS ZONE, FOR FUTURE SIGNAGE ATTACHMENT FIRE RETARDANT PLYWD SHEATHING, BEHIND EIFS IN THIS ZONE FIRE RETARDANT PLYWD SHEATHING, BEHIND EIFS IN THIS ZONE BRICK VENEER ! B26 METAL CAP AND FLASHING ! MTL3 METAL ROOFING ! MTL29 GUTTER/CORNICE ! MTL3 METAL CAP ! MTL3 METAL CAP ! MTL3 DOWNSPOUT ! MTL3 DOWNSPOUT ! MTL3 +2'-0" 1 First Floor +2'-0" 1 First Floor +20'-0" 2 Second Floor +20'-0" 2 Second Floor +32'-0" 3 Third Floor +32'-0" 3 Third Floor +44'-0" 4 Fourth Floor +44'-0" 4 Fourth Floor +56'-0" 5 Fifth Floor +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor +69'-9" 6 Sixth Floor +83'-6" 7 Seventh Floor +83'-6" 7 Seventh Floor 27 26 25 24.1 8 5/8" 2'-3 3/4" 2'-3 3/4" 2'-3 3/4" 6'-11" 2'-3" 6'-11" 2'-4" 2'-4" 1'-11" 1'-11" 1'-5 7/8" 1'-6 3/8" 3'-1 1/2" 4 AA364 1 AA365 2 AA365 1 AA365 4 AA364 4 AA365 W39 LINE OF SLOPED ROOF BEYOND HORIZONTAL EXPANSION JOINT HORIZONTAL EXPANSION JOINT HORIZONTAL EXPANSION JOINT GRADE 1'-4" 1'-4" 3 AA365 EIFS BRACKETS ! EIFS26 EIFS VENEER! EIFS33 DOWNSPOUT DOWNSPOUT METAL PANEL METAL ROOFING ! MTL29 GUTTER/CORNICE ! MTL3 +56'-0" 5 Fifth Floor +69'-9" 6 Sixth Floor +83'-6" 7 Seventh Floor SEE SHEET AA511 FOR ELEVATIONS OF MECHANIAL SHAFT MA1 EQ. EQ. EQ. EQ. STONE BASE! ST5 ! BRICK VENEER ! B26 ALUMN STOREFRONT! - EIFS VENEER! EIFS38 +2'-0" 1 First Floor +2'-0" 1 First Floor +20'-0" 2 Second Floor +20'-0" 2 Second Floor 27 26 25 24.1 4 AA364 1 AA365 2 AA365 1 AA365 4 AA364 4 AA365 OPEN CEILING LINE SCALE: 1/4" = 1'-0" 1 WEST ELEVATION AA253 0 2' 4' 8' SCALE: 1/8" = 1'-0" 2 EAST ELEVATION AA253 0 4' 8' 16' SCALE: 1/8" = 1'-0" 3 STOREFRONT ELEVATION (WEST) AA253 0 4' 8' 16' 12.12.08 JPM, JDR BAB, JAW A305A, A.310A 08.31.09