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HomeMy WebLinkAboutAA517 TRUSS PROFILES B2, B4 & B5Project: 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 AA517 TRUSS PROFILES B2, B4 & B5 Bid Set !"#!$#%& THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 37 CCC.A.ASI.11, 9/18/09 !"#$%&’()! !"#$%$&’() !" !! #$ % & ’()’*’ ’()’*+ ’()’*, ( !"#$%&’( )&*+$’ Wednesday, September 23, 2009; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.200:A200 Pop Up sheets.pln 2" MIN. ABOVE ROOF 8" MIN. HIGH 8" MIN. HIGH 4" DOWNSPOUT (PREFINISHED) SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 3" E.I.F.S. RAISED BAND 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 8" MIN. ABOVE ROOF 2" MIN. ABOVE ROOF 8" MIN. HIGH ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 3" E.I.F.S. RAISED BAND 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 4" DOWNSPOUT (PREFINISHED) P.5 Q Q.2 Q.5 S6H i S6H i S6H i A8 MA-6R L13 EA4M L12 S6Di MA-2R L10 S6Di VEFIS W30 W30 S6Di S6Di S6Di W30 W30 S6Di W32 S6Di W32 W32 W32 W32 S6Di W32 W32 W32 W32 W32 S6Di V 2 AA417 1 AA411 - 2 AA411 - 1 2 3 10'-5 7/8" 3'-7 1/2" 2'-1 3/4" 3'-1 7/8" 5 1/2" 1'-6 1/8" 4'-1 15/16" 4' 4' 4' 4' 1'-4 3/8" 6" 2'-3 9/16" 2'-3 9/16" 6" 7 1/8" 6" 1'-10 9/16" 3'-6" 3'-6" 3'-6" 1'-10 9/16" 6" 2'-11 1/2" 6" 2'-3 3/16" 2'-3 9/16" 6" 6" 2'-2 3/8" 4'-6" 3'-6 1/8" 6" 3'-3 1/8" 4'-8 3/4" 6" 2'-2 3/8" 4'-6" 5'-5 5/8" 6" 6" 3'-5 1/16" 3'-1 7/8" 15'-2 1/2" 6 AA517 4 AA517 7 AA517 5 AA517 10 AA516 4 AA518 11 AA517 9 AA517 10 AA517 13 AA516 5 9 AA520 8 AA520 10 AA520 12 AA520 S6D S6Ci S6Ci S6D S6D S6Ci S6Ci S6Ci 10'-7" x 1'-5" ! R. O. VERIFY DOOR SIZE REQUIREMENTS W/ MECHANICAL DESIGN/ BUILDER Open Roof Porch Sixth Floor Roof Above Seventh Floor 1 AA417 3 AA411 - 3" 9" 9' 11" 6" 12'-6 3/8" 6" 1' 15' 11 5/8" 6" 9'-1/4" 6" 20'-5 3/4" 1' 10'-11" 6" 19'-6" 6" 9 7/16" 5'-10 13/16" 3'-6 3/8" 3 5/8" 9'-5 3/4" 6" 6" 23'-5/8" 3 5/8" 2'-10 5/8" 7'-2 3/4" 13'-3" 6" 11'-5" 20' 30' 11 AA520 6" 12" VARIES EL.= 106'-1" EL.= Varies 12'-8" 6 AA517 Cold Rolled Truss ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/BEAM "PROFILE" B2 T/Header Q.5 6" 12" 6" 12" 6" 12" 6" 12" EL.=97'-3" EL.=Varies EL.=103'-3" EL.=Varies EL.=106'-1" 10'-8 1/2" 11 5/8" 3" 14'-9 1/8" 9 5/8" 4" 6 15/16" 14'-9 1/8" 8 3/4" 7 AA517 5 AA517 COLD ROLLED TRUSS OVERBUILD "STICK BUILT" CRICKET ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam See S-Series Dwgs for Roof Deck Elevations T/Beam T/Beam T/Beam T/Slab T/Beam "PROFILE" B2 "PROFILE" B4 T/Header T/Header 2 AA411 - 3 AA411 - 6 AA517 4 AA517 7 AA517 5 AA517 4 AA518 10'-3/4" 10'-8" 9'-11 1/4" 5'-6 3/4" 7'-2 1/8" 21'-1 1/8" 22'-8 1/2" 12'-8" 30' 9'-5 3/4" 20'-6 1/4" 20'-6 1/4" 2'-2 3/8" 10'-8 1/2" 5'-11 5/8" 9 5/8" 9 3/8" 16" 16" 8" MIN. ABOVE ROOF 8" MIN. HIGH 8" MIN. ABOVE ROOF 4" DOWNSPOUT (PREFINISHED) SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 3" E.I.F.S. RAISED BAND 8" ALUM. CLAD GUTTER BOARD 4" DOWNSPOUT (PREFINISHED) (PREFINISHED) SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 1" METAL WALL PANEL 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) 8" MIN. ABOVE ROOF 1 1/2" E.I.F.S. 1 1/2" E.I.F.S. O.C. O.C. Q Q.2 Q.5 23 23.1 23.6 23 23.1 23.6 Q.5 Q.2 37 6" 12" El.= varies 101'-10" El.= 103'-3" El.= 106'-3" El.= 108'-6" El.= 114'-9" El.= 103'-3" 6 1/2" 10" 10" 6 1/2" 9 5/8" EL.= VARIES EL. = 108'-3" EL. =108'-6" EL.: 114'-6" 4" 7'-5 1/8" 2'-8" 8 3/4" 3 AA517 8 AA517 4 AA517 6 AA517 2 AA417 Slope 1/4":1' Metal Roof Decking Slope 1/4":1' Cold Rolled Truss METAL ROOF DECKING UP TO TOP EDGE OF FRAMING FUTURE GRILL EXHAUST DUCT(S). ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Slab T/Beam T/Beam T/Beam T/Beam T/Slab "PROFILE" B4 PROFILE B5 (CFS JOISTS) T/Beam T/Beam 9 1/4 12 T/HEADER 23.6 23.1 97'-3" EL.=106'-3" EL.=Varies EL.=Varies 6 1/2" 6 1/2" 4" 1'-7 3/8" 3'-1 1/2" 3 1/2" 6'-3" 5 AA517 ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. 12 3 T/Slab typ. typ. "PROFILE" B5 (CFS JOISTS) "PROFILE" B6 MECH SHAFT OPENING P.5 Q Q.2 Q.5 SCALE: 1/4" = 1'-0" 11 East Elevation Roof AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 10 North Elevation Condo & Shaft Roof AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 EA4 & 5, MA2, Grill Exhaust, Condo Enlarged Floor Plan (Eighth Floor) AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 Section Condo Roof E/W AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 Section Condo Roof N/S AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 EA4 & 5, MA2, Grill Exhaust, Condo Roof Plan AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 9 South Elevation Roof AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 SECTION DETAIL AA517 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 SECTION DETAIL AA517 0 2' 4' 8' 4.27.07 SEE SA SERIES DRAWINGS FOR EOS AND EOD DIMENSIONS EXTERIOR WALL DIMENSIONS FROM AA400 SHAFT PLANS WERE TRANSFERRED TO THIS SHEET Bid Set A.200, A.300, A.310 rjp, djs, jdr bab, jaw NOTE: PROVIDE VENTED SOFFIT AT ALL EAVES OF THESE POP-UP ROOFS. REFERENCE THE SOFFIT DETAIL 20/AA701. PROVIDE TWO METAL SQUARE VENT JUST BELOW THE RIDGE ON THE SOUTH SIDES. 09.18.09 24 23 23.6 24.1 23.1 P.5 Q Q.2 Q.5 MA-6R EA4M S6Di MA-2R S6Di VEFIS 10'-5 7/8" 3'-7 1/2" 2'-1 3/4" 3'-1 7/8" 5 1/2" 1'-6 1/8" 4'-1 15/16" 1'-4 3/8" 4 12 AA520 S6D S6Ci S6Ci S6D S6D S6Ci S6Ci S6Ci R. O. 9'-1/4" 6" 20'-5 3/4" 10'-11" 6" 19'-6" 6" 6" 23'-5/8" 3 5/8" 2'-10 5/8" 7'-2 3/4" 13'-3" 6" 30' 11 AA520