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HomeMy WebLinkAboutAA206 PARTIAL EAST ELEVATIONS AREA C 17-18Project: 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 AA206 PARTIAL EAST ELEVATIONS AREA C 17-18 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 21 22 BID SET A.310 B ISSUE, 10/24/08 BID SET A.220 C ISSUE, (various sheets revised) 09/19/08 BID SET A.200 PR.002 10/14/08 A.310.ASI.002 10/29/08 BID SET A.300 ADD.003 & A.400 ADD.001 11/07/08 MASONRY BID RELATED SCALE: NTS PLAN NORTH 28 22 16 H M AREA A AREA C AREA B R KEY PLAN BLDG A Thursday, January 22, 2009; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.300:A.300 CDS:Area C:A.300C-Plans.pln 17.1 18 3 AA535 2 AA206 +20'-0" 15'-0" 18'-0" -13'-0" 2 AA322 1 AA322 3 AA322 BUILT-UP EIFS PROFILE CURTAIN WALL WINDOW SYSTEM EIFS BRACKET STONE WINDOW SURROUND 0.125" ALUMN. BRAKEMETAL CLAD CANOPY STOREFRONT WINDOW SYSTEM STONE WINDOW SURROUND GRANITE WALL BASE CANOPY ANCHOR FOR INFORMATION ONLY, SEE ADJACENT FACADE DWGS, FUTURE BID SET FOR INFORMATION ONLY, SEE ADJACENT FACADE DWGS, FUTURE BID SET SEE ADJACENT FACADE DWGS SEE ADJACENT FACADE DWGS ARRISCRAFT, SHADOW STONE, JASPER, ASHLAR COURSING PATTERN 14 13 EIFS COLOR 1 17.1 18 1'-4" BRACKET WIDTH 2" 1'-0" 2" 63/4" 3'-83/4" 1/2" 2" 8" 2" 8" 1'-11/2" 3'-2 3/8" (COL. LINE TO C.L.) 3'-9 3/4" (COL. LINE TO C.L.) 11/2" 6" 2" 43/4" 11/2" 4" 6" 93/4" 75/8" 75/8" 83/4" 17'-9 1/2" (LENGTH OF STONE HEADER) 1'-8" O.C. BRACKET SPACING BUILT-UP EIFS PROFILE PREFIN. METAL COPING STONE HEADER & WINDOW SURROUND CURTAIN WALL WINDOW SYSTEM 3/4" JOINT, W/ BACKER ROD & SEALANT FROM FACE OF STUD TO FACE OF PROFILE +1 SHALLOW SCROLL PROFILE +2 PRIMARY SCROLL PROFILE 0= FACE OF VENEER EIFS BRACKET DETAIL SCALE:1/2" = 1' R=5 1/2" (MINUS 1/2" FOR SHALLOW SCROLL PROFILE) R=3 3/4" (MINUS 1/2" FOR SHALLOW SCROLL PROFILE) R=2" (MINUS 1/2" FOR SHALLOW SCROLL PROFILE) CJ CJ 3/4" EXPANSION JOINT 3/4" JOINT, W/ BACKER ROD & SEALANT, ALL THE WAY AROUND BRACKET ARRISCRAFT, SHADOW STONE, JASPER, ASHLAR COURSING PATTERN EIFS COLOR 1 R.6 VARIES E.O.S., REF TO S-SERIES DWGS 4" 2'-5" 2" 2" 3" 1" 1'-31/8" 21/2" 41/4" 63/8" 2" 2" 2" 2" T/ OF PARAPET FRAMING +21'-2 1/4" 31/2" 3/8" 6" 31/2" 3" 1/2" 6" 5" 51/8" 4" +15'-2 1/2" 5" BUILT-UP EIFS PROFILE STL. BEAM, REFER TO STRUCTURAL STONE HEADER CURTAIN WALL WINDOW SYSTEM, FASTENED THROUGH PLATE, INTO TUBE TO AVOID DAMAGING FLASHING 8" METAL STUD WALL W / 5/8" EXTERIOR SHEATHING HOLD EIFS TO MIN. 8" ABOVE ROOF 3/4" EIFS COPPER FAB. THRU WALL FLASHING TYPICAL WALL TIE 3/4" JOINT, W/ BACKER ROD & SEALANT EIFS INSET BRACKET, SEE ENLARGED ELEVATION DETAIL FOR ADDITIONAL DIMENSIONS STEEL TUBE & PLATE & ROD ASSEMBLY, REF TO S-SERIES DRAWINGS FROM FACE OF STUD TO FACE OF PROFILE BATT INSULATION EIFS BRACKET BEYOND SPRAY APPLIED FIRE RESISTIVE MATERIAL (N.I.C) RIGID INSULATION FLUTED STONE WINDOW WRAP BEYOND ROOFING MEMBRANE, TURNED UP BACK SIDE OF PARAPET AND ROLLED OVER TOP OF PARAPET COPING & DOWN FRONT EDGE 4" DRYWALL, N.I.C. WEATHER BARRIER 22 GA. PREFIN. METAL COPING, SLOPED AT 1" PER FOOT 2 LAYERS 3/4" PRESSURE TREATED PLYWOOD PARAPET CAP, GLUED AND SCREWED TOGETHER, SLOPED TO 1" PER FOOT METAL COPING STARTER CLIP VAPOR BARRIER EFIS INSTALLER TO PROVIDE ATTACHMENT POINTS DRIP DRIP DRIP T/ OF STEEL SEE S-SERIES DWGS DENS-GLASS COPPER-FABRIC THRU WALL FLASHING COUNTER FLASH W/ WEATHER BARRIER / DRAINAGE SYSTEM CONTINUOUS STL. TUBE, REFER TO STRUCTURAL 2 1/4" AIR SPACE ROOFING MEMBRANE REF TYPICAL ROOF DECK DETAIL 07/AA703 INSULATION STOP METAL COPING STARTER CLIP ROOFING MEMBRANE COUNTER FLASHING BEAM BEYOND TOP OF STEEL TUBE HEADER 3/4" JOINT, W/ BACKER ROD & SEALANT ARRISCRAFT, SHADOW STONE, JASPER, ASHLAR COURSING PATTERN SCALE: 1/4" = 1'-0" 1 PARTIAL ELEVATION AREA C AA206 0 2' 4' 8' SCALE: 1/2" = 1'-0" 2 ENLARGED ELEVATION DETAIL 2 AA206 0 1' 2' 4' SCALE: 1" = 1'-0" 3 PARAPET EAST AA206 0 6'' 1' 2' NOT TO SCALE LOWER LEVEL 17-18 PERSPECTIVE 06/27/08 06/27/08 A300C.1