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HomeMy WebLinkAboutTruss Wind Load Calculation4 NOTICE ROOF TRUSS LAYOUT b .'•cN i� @ inK iY k a@ C� u9 �.L3/Yti@r.d ii heiYd 3'n €d�3Pa.:Je�vtlk,ntu'tla3+�i 4�atltltlf N'a�.a�WO�s�i3Li WAND� ;rlltl �PLAN!S AND ANY H.: 8'" 13'4" 14 I— 8'8" 37'10" 107 4' TYPICAL END DETAIL I1C4 HEEL 6"10 = ---2' --- I PLUMB CUT CANTILEVER 77' NOTE: ALL HANGERS (ROOF) ARE ITW AHU26 OR EQUIV. UNLESS NOTED OTHERWISE. ALL HANGERS (FLOOR) ARE ITW AHU46 OR EQUIV. UNLESS NOTED OTHERWISE. TRUSS INSTALLER IS RESPONSIBLE TO INSTALL SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS REFER TO TRUSS ENGINEERING PAGE FOR ADDITIONAL INFO (ADDITIONAL UPLIFT RESTRAINT) AHU28 (ITW) © AHU26-2 (ITW) © AHU28-2 (ITW) AGUS26-2 (ITW) AGUS28-2 (ITW) AGUS26-3 (ITW) © AGUS28-3 (ITW) FG1 & FG2 2'-7 1/2" DEEP GIRDER TRUSSES BOTTOM 0 34'-0" 4 8 --�— 7 4 BEARING HEIGHT SCHEDULE 7'-6" F2M^ 12'-0" 34'-0" a � � a o a >_ OGwvi� wk i `a Gam: zap �;r 4 OE< Z Iv A Z a r^ va Zoo ZZ ina Zy Ata q �F vvtnmW zzu3 wa <<0az w v 13CJ O x Zz c Ir- Ou �C) l�ZZ2 aw�Aa ORR H�3 Fa w0 CON �w -"-�"` Vcl�nvo. AHx way p^tom �X'+`r tt� !Y<. IT 11�1 ".t%JjW ifMild// :• c G 4 a Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 180 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/05 CATEGORY: 2 EXPOSURE: C ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: TCDL: 15 TCDL: BCLL: 10 BCLL: BCDL: 10 BCDL: TOTAL: 55 TOTAL: ALLOWABLE INCREASE 1.25 ALLOWABLE INCREASE DEFLECTION 3660 240 II DEFLECTION F "IDA LO'l-'\t, QVALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. II- 1__l Approved By: 0 CUSTOMER: OCEANFRONT BUILDERS OF � � 0 DATE: 1:04... \\\ate SCALE: COUNTY: FEB 13 2012 LDT/BLOq( Date: 11 /28/11 REV: 2/12/12 BY: D.B. 1 4"=1'-0" KRESS RESIDENCE SALES: PORT ST LUCIE PAGE: 1 OF 1 ST LUCIE DWG NO. SITE 72 WATERSONG ST 11318