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HomeMy WebLinkAboutAA144 PARTIAL PLANS NORTH M-PProject: 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 AA144 PARTIAL PLANS NORTH M-P Bid Set !"#$%#!& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 CCC.A.ASI.11, 9/18/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Tuesday, September 22, 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 M-N.pln 2008, 2009 JAMES R. STUTZMAN, AIA, CARMEL INDIANA 37 37 37 37 37 M M.5 N N.5 P 28 27 26 10 AA505 10 AA505 10 AA505 7'-0 1/4" 11'-7 1/4" 11'-6 1/8" 8'-4 7/8" 4'-2 3/4" 12'-6" 7'-9" 3'-0" 1'-0" 3'-0" 3'-0" 7'-9" 12'-6" 7'-9" 21'-3" 2'-5 5/8" 3'-0" 5'-2 3/4" 2'-6 1/4" 7'-6 3/4" 2'-5" 5'-9" 3'-0" 6'-6 1/8" 6'-3" 6'-3" 3'-0" 6'-6 1/8" 1'-6 1/4" 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" 34'-0 1/4" 8'-6 3/4" 17'-5" 7'-0" 11'-6 1/4" 4'-0 1/4" 10'-11" 1'-0 1/4" 5'-10" 11'-0" 5'-7 3/4" 2'-0" 6" 3'-0" CURVED ROOF TRUSSES SLOPED ROOF THIS AREA CURVED ROOF TRUSSES 31'-6 1/4" CURVED TRUSSES 11'-4 3/4" CURVED ROOF TRUSSES CURVED TRUSSES CURVED ROOF TRUSSES 6'-6" 5'-0 1/4" 6 1/4" 48'-6 1/4" 1'-0" 2'-5 5/8" 6'-3" 3'-0" 3'-0" 7'-6 3/4" 6'-3" 6'-3" 4'-3" 7'-3" 11'-6" 11'-6" 11'-6" 11'-6" 5 AA144 2 AA347 3 AA347 1 AA348 4 AA347 6 AA144 1 AA347 2 AA348 5 AA348 1 AA227 1 AA229 1 AA228 1 AA144 3 AA230 5 AA230 S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di S6Di VEFIS VEFIS W19 W18 W27 W27 DR10 DR10 DR10 DR10 : DENOTES CFS BYPASS WALLS LEGEND : DENOTES CFS WALLS NOTE: BASE AND T.O.W. ELEVATIONS ARE REFERENCED NEXT TO DIMENSION STRING. ROOF DRAIN 19 20 19 20 19 19 W09 23 21 21 23 21 23 HEAD HT. = +9'-0" ABOVE STRUC. SLAB HEAD HT. = +10'-0" ABOVE STRUC. SLAB HEAD HT. = +10'-0" ABOVE STRUC. SLAB HEAD HT. = +10'-0" ABOVE STRUC. SLAB HEAD HT. = +7'-6" ABOVE STRUC. SLAB HEAD HT. = +7'-6" ABOVE STRUC. SLAB HEAD HT. = +9'-0" ABOVE STRUC. SLAB HEAD HT. = +10'-0" ABOVE STRUC. SLAB TYP. @ TUBE COLUMNS TYP. @ TUBE COLUMNS TYP. @ TUBE COLUMNS REFER TO SHEET AA513 AND S-SERIES DRAWINGS REFER TO SHEET AA513 AND S-SERIES DRAWINGS REFER TO SHEET AA513 AND S-SERIES DRAWINGS REFER TO SHEET AA513 AND S-SERIES DRAWINGS BYPASS WALL BASE AT 69'-9" T.O.W. AT 87'-3" SLOPE SLOPE E.O.S. E.O.S. E.O.S. E.O.S. E.O.S. E.O.S. E.O.S. E.O.S. E.O.S. VENTS, REFERENCE DETAIL 3/AA208. UPPER VENT ONLY. VENTS, REFERENCE DETAIL 3/AA208. UPPER VENT ONLY. VENTS, REFERENCE DETAIL 3/AA208. UPPER VENT ONLY. RIDGE VENT RIDGE VENT RIDGE VENT 8 AA576 13'-5" 4'-0" 2'-0" CFS OVERBUILD AS REQUIRED BETWEEN TRUSSES +83'-6" 7 Seventh Floor +69'-9" 6 Sixth Floor ROOF DECK CFS TRUSS METAL ROOFING CFS STUD WALL SIM. 4" CONTINUOUS SOFFIT VENTING BETWEEN BRACKETS VENTS, REFERENCE DETAIL 3/AA208. UPPERVENT ONLY. 3 AA144 4 AA144 2'-6 7/8" 7'-5 1/2" 2'-6 7/8" 12'-7 1/4" 3'-11 3/8" 12'-2 1/2" 1'-1 1/2" 3'-2 3/4" 7'-6 3/4" 3'-2 3/4" 8" 11'-4 3/4" 8" 12'-8 3/4" 9'-0 3/4" 2'-1 3/4" 1'-1 1/2" 13'-4" 11'-4 3/4" R 4'-0 1/4" R 4'-1 3/4" R 4'-11 3/4" 6 AA144 5 AA144 W27 OPEN SEE DETAIL 8/AA576 FOR EIFS PROFILE SEE DETAIL 13/AA576 FOR EIFS PROFILE EIFS VENEER EIFS VENEER +69'-9" 6 Sixth Floor +83'-6" 7 Seventh Floor SLOPE 1 2 3 5 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 MASONRY CONTROL JOINT EXTERIOR SHEATHING PLAN NOTES SEE SHEET AA508 FOR FND. DETAILS REFER TO SHEET AA504 & AA505 FOR TYP. STRUCTURAL FIREPROOFING DETAILS STONE BASE BELOW EXHAUST HOOD ABOVE SEE BLDG. ELEVATIONS. WALL FRAMING IS REQUIRED TO BE HEADED OFF AT OCCURRANCES OF HOLES IN THE PRIMARY STEEL FRAMING REF. TO 1/AA431 FOR BALCONY SLAB REF. TO 2/AA431 FOR BALCONY SLAB REF. TO 3/AA431 FOR BALCONY SLAB REF. TO 4/AA431 FOR BALCONY SLAB REF. TO 5/AA431 FOR BALCONY SLAB REF. TO 6/AA431 FOR BALCONY SLAB REF. TO 8/AA431 FOR BALCONY SLAB METAL RAILING SEE 3/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS METAL RAILING SEE 5/AA705 AND S-SERIES DWGS FOR ATTACHMENT REQUIREMENTS @ JAMBS LINE OF CORNICE BELOW FACE OF STONE BAND BELOW DRAWING LIMITS TO THIS LINE CFS OVERBUILD AS REQUIRED BETWEEN TRUSSES METAL RAILING METAL GUTTER METAL COPING PREFINISHED METAL DOWNSPOUT OUTLINE OF C.I.P. CAP BELOW, FIELD VERIFY LIMITS, REF TO STRUCTURAL DWGS C.I.P. CONCRETE CAP OVER CMU, FIELD VERIFY EXISTING CMU FOOTPRINT, REF S-SERIES DWGS 3 AA505 +83'-6" 7 Seventh Floor +69'-9" 6 Sixth Floor FIRE RETARDANT WOOD SHEATHING EIFS CORNICE 3/4" EIFS VENEER STANDING SEAM ROOF ALUMINUM WINDOW STANDING SEAM ROOF BEYOND PREFINSHED BREAK METAL CLOSURE 5/8" FIRE RETARDENT PLYWOOD 5/8" DENSDECK PREFINSHED METAL WALL PANEL 2 12 VENTS, REFERENCE DETAIL 3/AA208. UPPERVENT ONLY. SCALE: 1/4" = 1'-0" 2 SIXTH FLOOR AA144 0 2' 4' 8' SCALE: 3/8" = 1'-0" 6 SECTION DETAIL AA144 0 2' 4' 6' SCALE: 1/4" = 1'-0" 1 ELEVATION DETAIL AA144 0 2' 4' 8' SCALE: 1/4" = 1'-0" 3 6TH FLOOR DORMER AA144 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 6TH FLOOR DORMER AA144 0 2' 4' 8' SCALE: 3/8" = 1'-0" 5 NORTH WALL SECTION DETAIL AA144 0 2' 4' 6' 10.24.08 JPM BAB, JAW A.305B, A.310B 09/18/09