Loading...
HomeMy WebLinkAboutAA518 TRUSS PROFILES B14.1 & 2, C2 & B1Project: 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 AA518 TRUSS PROFILES B14.1 & 2, C2 & B1 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC.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 22 Q Q.2 6" 12" EL=96'-9 1/2" EL=Varies EL=103'-3" 8 3/4" 4 AA518 Cold Rolled Steel Truss ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam T/Beam T/Header "PROFILE" B1 Q Q.2 22 Q Q.2 22 16" 8" MIN. ABOVE ROOF 4" DOWNSPOUT (PREFINISHED) SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 1" METAL WALL PANEL 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) W30 O.C. 16" 8" MIN. ABOVE ROOF 4" DOWNSPOUT (PREFINISHED) SPLASH BLOCK ROOF EDGE BEYOND 6" ALUM. GUTTER (PREFINISHED) 1' METAL WALL PANEL 8" ALUM. CLAD GUTTER BOARD (PREFINISHED) W30 O.C. 4 AA518 3 AA518 8'-0" 6'-5" W30 S6Di W30 S6Di W30 S6Di W30 S6Di 6'-5" 8' 4 AA518 3 AA518 Q Q.2 37 EL.: 68'-8 1/2" 3'-10 1/4" 12'-5" 6'-0" 2'-3 1/4" 56'-3 1/2" 56'-2" PROFILE C2 COLD ROLLED STEEL TRUSS 12" 18" OVERBUILD DORMER ROOF B/TRUSS T/TRUSS REFERENCE S-SERIES DRAWINGS FOR TRUSS BEARING CONDITIONS ALONG SLOPED DECK. T/ OF STEEL 6'-0" 2'-3 1/4" 1/16" 12'-6 1/2" EL.: 56'-1 15/16" EL.: 68'-8 1/2" 3'-10 1/4" 56'-2" PROFILE C2 COLD ROLLED STEEL TRUSS 12" 18" REFERENCE S-SERIES DRAWINGS FOR TRUSS BEARING CONDITIONS ALONG SLOPED DECK. B/TRUSS T/TRUSS T/ OF STEEL 6" 12" EL=Varies EL=103'-3" 3 AA518 Cold Rolled Steel Truss ONE HOUR ROOF ASSEMBLY, REFERENCE DETAIL 4/AA704. T/Beam T/Beam "PROFILE" B1 T/Header 19 18 R 1'-7 15/16" 5'-6 5/8" 3'-7 1/2" 8'-3 5/8" 3'-7 3/4" 5'-6 1/2" 1'-8 1/16" 26'-8" 7 AA518 8 AA518 2'-0" OC TRUSS FRAMING, TYPICAL, SEE S-SERIES DWGS OVERBUILD DORMER OVERBUILD DORMER BRICK VENEER PROCEEDS DOWN TO BRICK JUST ABOVE ROOF DECK. TRUSS NEXT TO BRICK VENEER. 25.75 12 VARIES EL=97'-3" EL=103'-10 7/8" 2'-2 3/8" 2'-3" 7 7/8" 6'-0" 5 1/2" 1'-7 3/4" 5 1/2" 7'-1 3/8" Cold Rolled Steel Truss CFS FRAMING TO INFILL PROFILE B14.2 OVER DOORWAYS. DORMERS, OVERBUILD ON TRUSSES SEE S-SERIES DRAWINGS FOR TRUSS BEARING CONDITIONS "PROFILE" B14.1 T/BEAM TRUSS CONNECTION S6Bi S6Bi S6Bi S6Bi Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 15 AA518 10 AA518 DOORWAYS DOORWAYS DOORWAYS DOORWAYS Truss Profile B14.2, 2 trusses returned backed to wall. 9 AA516 AA516 15 AA518 10 AA518 6" 2'-6" 60'-10 3/4" OVERBUILD DORMER OVERBUILD DORMER OVERBUILD DORMER OVERBUILD ROOF FEATURE Truss Profile B14.1 (Typical 16" oc) = 9 AA516 AA516 23 22 21 21.4 23.1 21.9 21.5 23 22 21 21.4 23.1 21.9 21.5 P P.1 P P.1 P P.1 Truss Profile B14.1 (Typical 16" oc) OVERBUILD DORMER OVERBUILD DORMER OVERBUILD DORMER OVERBUILD ROOF FEATURE Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) DOORWAYS DOORWAYS DOORWAYS DOORWAYS RETURN PROFILE BACK TO WALL Truss Profile B14.1 (Typical 16" oc) OVERBUILD DORMER OVERBUILD DORMER OVERBUILD DORMER OVERBUILD ROOF FEATURE Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) 7'-1 3/8" Truss Profile B14.2 (Typical 16" oc) DOORWAYS DOORWAYS DOORWAYS DOORWAYS RETURN PROFILE BACK TO WALL P P.1 25.75 12 EL=83'-0 1/2" EL=83'-6" Varies EL=97'-3" EL=103'-10 7/8" 13'-9" 7 7/8" 6'-0" 5 1/2" 2'-2 7/8" 9 3/8" 1'-7 3/4" 5 1/2" 7'-1 3/8" 2'-2 3/8" 2'-3" 1'-0" 2'-10 1/4" 5 5/8" 79'-4 1/8" 1'-0" R 77'-6" Cold Rolled Steel Truss Cold Rolled Steel Truss DORMERS, OVERBUILD ON TRUSSES SEE S-SERIES DRAWINGS FOR TRUSS BEARING CONDITIONS FIELD CUT VERTICAL MEMBER AT BTM. OF ROOF DECK ROOF DECK SEE S-SERIES DWGS. "PROFILE" B14.2 T/BEAM TRUSS CONNECTION "PROFILE" B14.1 1'-3" SCALE: 1/4" = 1'-0" 3 Section Condo Roof E/W AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 6 East & West Elevation Condo Roof AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 5 North & South Elevation Condo Roof AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 2 Condo Roof Plan Profile B1 AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 1 Condo Enlarged Plan (Eighth Floor) AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 7 Section Profile C2 Thru Dormer AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 8 Section Profile C2 AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 4 Section Condo Roof N/S AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 9 Profile C2 Enlarged Plan (Fifth Floor) AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 10 Section Profiles B14 Over Doors AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 11 Profile B14 (Seventh Floor) AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 12 Profile B14 (Roof) AA518 0 2' 4' 8' SCALE: 1/4" = 1'-0" 13 Elevation Profile B14 AA518 SCALE: 1/4" = 1'-0" 0 2' 4' 8' 15 SECTION DETAIL AA518 0 2' 4' 8' 4.27.07 REFER TO AA400 SERIES SHEETS FOR SIMILAR PLAN SHOWING DIMENSIONS AND ADDITIONAL WALL INFORMATION Bid Set A.200, A.300, A.310 rjp, djs, jdr bab, jaw NOTE: PROVIDE VENTED SOFFIT AT ALL EAVES OF THIS POP-UP ROOF. REFERENCE THE SOFFIT DETAIL 20/AA701. PROVIDE METAL SQUARE VENT JUST BELOW THE RIDGE ON THE WEST SIDE. 09.18.09 Brick Veneer Overbuild Walls Sloped Roof Overbuild Dormers SCALE: 1/4" = 1'-0" 14 East Mansard Elevation AA518 0 2' 4' 8'