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HomeMy WebLinkAboutTRUSS PLACEMENT PLANI IL it II II II ii II II I II d 0 —0 N 11 I II II II II II II II II II II II II II II II II I II II _ ir N -- -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- II ---- ---- ----I -I II II II---- ---- ---- -JII II II — II II II II a 0 8 I mod' U FE 4'-0' ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING i M TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2x4 MINIMUM TOP and BOTTOM CHORDS SQUARE CUT OVERHANG 12' 3nF--:� i TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) ® HUS26 ® HUS26 © HGUS26-2 to THDH26-2 HGUS28-2 Q THDH28-2 ® HHUS46 (ED THD46 ® LUS24 ® JUS24 — NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WALL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 'HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing Is 24' O.C., except as noted. All walls shown are beallg, except as noted. All valleys calculated with sheathing under. Number of girder piles to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of Wsses. It Is the responsbMty, of the builder to utilize engineered drawings when erecting trusses. WARNING MCIall esealo Is NOT THE IEwx RMU OF RIURs oLSM ITAT WWWAC"JA nM muss I. X)vl Rw. ffRsaxs trACnra rwusEs ARE cNOnaAo ro scut fRaasonxl ' rArWmno aatM esuMa M Is N.WArs MOMD M vsew+r nxTinc Nm OawmMO wino mEcncNx "FIMI A mAarM MAaI unY eE raaWAn M s'fanc Asmlr.Analn s '*Ll s.wn" s,„I m+mrrNn me rTcauooAmx+s b NNIp1Ni McTNIAIa ! 61V181a IETH. MT 0011IM 0) rip Itl L.. BY ,t'+ CIS. IUtil�Ii � .r�itllVl�iV�',• ft w TMIM " NO SHE NE ro BE aACIFO Awo rM M o A eIPPJMr Nw 91U DIM MARE 11 11D M a 6 NRm SIGH. r ro LIE laP aplA£ rNEY rmisgs sxNz eE xunua Mm rwwmx'ac wa aewlo vecnw ro Ha.Wxr oNSA¢ TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Zi HANGER IS SUPPLIED. �1 LE CONTRACTOR SHOULD CHECK All REACTIONS FOR PROPER CONNECTIONS �J ASCE7-dg WINCote and GRAVITYVr d Unign Category : C Category : NTnd Vdacllt :].7Q MPH. krILExpmrs W : 1M R Fq. Falw : 1.00 wHa Lao? OwaUm fain : I.11 Meru Ral Hdglt : —T�,R, MINK K RMY SW Bit PO 2590 K (M NOY IT M R 31901 iR 494160 R E Trusses shown an this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the bulding designer a his engineer , Lateral bracing shown on the 772 164-4160 S0�J� TRLW ( ) truss drawings must be placed during the C0WANMS, INC erection creation procedure. _ 2590 N. Kho Hl&mv Farl Piwvw R 34951 • :u • sa • I. • f • z • s •