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Home My WebLink AboutTRUSS SPECS - 07-00416 - 109 S Center St - RemodelOFF -I "I N �� lip je 14mil 47 Im 4V Buskiess Vvnrhatic TJ -Beam@ 6.25 Serial Neer User: 1 9/20/2007 9:22;53 AM ben Johnsen 2 PCs of 13/4" x 9 1/2"' 1.9E MicrollamO LVL Pagel Ervine Version:625.77 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member l of l All i are rt L LOADS Analysis is for a Header (Flush Beam) Member. Tn"butary Load Width: tl� : 1 P n m a ry Load Group - Snow : 26. 0 Live of 1 % duration 15.0 Dead Vertical L d : Type Class Uve Dead Location Application Commdnt Poingres) Snow( .1 238. 088 2 V1 10. SPT Input Bearing VOrtical F (lbs) Detail Width Length Lie/Dead/U Iif-f■'I ,P P1 Other Product Diagram �. J. TUU WWI O.VU LOU I 1868 Ll - B lock 11 3X1 ?r 1.9E MicrollamQ) LVL 2 Stud wall 3.00" 1.5V1 1255 / 614 / 011668 Ll: Blocking 1 MY 13/4!1 x 9 117 1.9E MicrollamS LVL -See TJ P I I 'S / ILDE :S GUIDE for detail(s): L1. Blocking DESIGN CONTROLS: Maximum Design Control Control Codon Shear I 1862 -1813 7265 Leased %) Rt., end Span 1 under Snow loading Moment -Lbs) 4272 4272 13541 Ped %) MI Dn� rider � Snow loading Live Load' Deft x 0,031 0.237 Passed X999+ MID Span d under Snow loading Total Load Def 1n 0,045 0.317 Passed + MID Span I under Snow loading -Deflection + rit + STAND F L . U , L: U1 . r n L : All Compression edges (tip and bottom.) must be braced at&o/c unless datafled, otl��ra. Propei aa% and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the oompression edge. D ITI I ►L _ -IMPORTANT! The analysispresented is OUtPUtfrOM softwaredeveloped by Trus Joist (TJ)_ TJ warrants be accomplished in accordance with TJ prodUct design Criteria and code accepted desig.nvalues. The specific - - input d stated dimensions h ave been provided by the software user. This u of has not been reviewed by a TJ Associate. of all products are readily a s iabi , Check With your supplier or Ti, technical r re ti for product availability. -THIS ANALYSIS FOR TRUS ..FOIST PRODUCTS LY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress. Design methodology was used for Building Code IBC analyzing f �T J D , �� I�� . listed abovek -Note: See TJ E I `I 'S I BUILDERFS GUIDES for mulfiPle plyconnection. FET INF( TI Copyright 2006 by Trus Joi tt a Weyerhaeuser Business micro la a registered trad rk of Trus Joist. ERAT jeffrey Banta StockBuilding- Supply 671 SoNellowstone Rexburg, ID 83440 Phone: (208.) 356-4626 Fax :(208) 356-4508 jeffrey.banta@stocksupply.com JI TJ -Bean* 6.25 Serial Numbe 7 ben j n 2 PCs of 13/4" x 9 1/21" 1.9E Ka1crollam@ LVL a Page enmevers�,�a.sa.n THIS PRODUCT MPPTq. nC FYnCCne Tue eer n��nu CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max , Vertical Reaction Total Max. Vertical Reaction Live ring Length in Max. Untraced Length (in) Loading n all spans Shear at Support (lbs) Max Shear at Support (Its) Shear Within Span (lbs) Member Reaction lbs .support Reaction (lbs) Moment fF-Lbs) Loading on ail spans, LDF Shear at Support (Its) Max Shear at support (lbs) Shear Within Span (lbs) Member Reaction (Its) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) TotalDeflection (in) PROJECT .FTI: (I) 1868 (lbs) 1255 1. 5 ) LDF ==; 0. 1.15 610 614 4 9.0011 zBGB 1255 1.50(W) am 1.0 Dead 585 -585 610 -610 544 1371 1. 0 Dead+ 1813 1862 1716 1,662 1868 Copyright 0 2006 aWeyerhaeuser Business .crop.rral is a registered trademark of Trus Joist4, 610 614 4272. 0.031 0,..045 F + 1Snow OPE TOR INF Jeffrey banta Stock Building Supply TION: 671 So.Yellowsivne Rexburg, id 83440 Phone : (208) 355-4626 Fax :(208) 356-4508 jeffrey.ba#a@s#ocksupply. cam lu, 0 AM ben Johnson 51/8 of x 12" Glulam (24F - V8 DF) Pa8B2 Engine Versiort625]1 THIS PRODUCT MEETS OR EXCEEDS THE SE T DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical t ax Total Max* Vertical Reaction Required Bearing Length in Max. Untraced Length i Loading all spans Shear at Support (lbs) Max Shear at Support Ubs) Member Reaction ( Its ) Support Reaction (lbs) Moment Wt -Lbs) (lbs) 35 60 b) 2240 1. 63 O 192 LDS` = .o 1 1*0 1107 1292 1292 1320 Loading on all Spans., LDF 1.15 Shear at Support (Its) Max Shear at Support (Its) Member Reaction (lbs) urt Reaction Ubs Moment (Ft -Lbs) Live Deflect7on (in) TotalDeflection i) PROJECT INF MTI 001k h 3560 2240 1. 63 W Dead -1107 -1292 1292 1320 5061 1 - 0 Dead. 2985 3485 3485 3560 Copyright 0 2006 by Trus Joist., a Weyerhaeuser Rtlines;s 1. 0 Floor -2985 -3485 3485 3560 13651 *286 0.454 _E.T1 Jeffrey bane FORMAT N.m stock Building supply 671 SO.Yellowstone Rexburg, ID 83440 Phone :(2{}8) 3564626 Fax :(208) 356-458 j'effrey,.banta@stocksupply.com f?A XY! , .,4, VA a� BSS TJaB arrO 6,25 Serial Number Use r: 1 8124Y 400710 : AM x 9 112" 1.9E Mic Pages Engine Version: 625.77 THIS PRODUCT MEETS OR EXCI CONTROLS FOR THE APPUCATI bw 0700416 l09 S CenterMWEA- n1dersen } r 114 LOADS: ni f -for a Drop Beam Member. Ttibu Primary Load G rou p - Res identia I - Living Areas (Ps�: 40 - 0 Live at 100 % du ration , 12. 0 Dead SUPPORTS -3. - Input UFFORTS.Inpu Brearing Veftical Reasons(1bs) Detail 1 Stud wall Width Length tal. 563 2378 L 1 B lock*in 1815/563/0/2378 -See TAqPF=r-19u:7D1* j o" Li: Blocking ILUMM5 uut Tor if ; Ll: i -t5eanng length requirement exceeds irgmt DESIGN 1L: Maximum Shear (Ibs) 2378 Moment (F-t.=Lbs) 4,906 Live Load DO (in) Total Load DO (*In) Other Product it a -is Coneeptual, at support(s) 1, 2. Supplemental, hardware is required to s Control C:ontjroj 3159 Pawed (59 E 87 ftssed (83%) 0.275: 0.412 Passed (L/449) Passed (L1343 -DalenCriteria: SP0cifiecf(LL:U360,TL.,U240). n - Location fearing requirements. . end span 1 under Floor loading MID Spay 1 under Floor loading MID Span Iuse' Fly lain MID Span Fk*r kmding CIO, * M, -1Pz Mir me KL �A Rr 4k 5 - t ws PROJECT RMATION, Y.,V=:9&T.0R jr NFORMABON: R Kevin Main Std Build*ng Supply 671 South Yellowstone Hwy Rexburg, ID 83440 Phone: (208) 3626 Fax ; (208) 35&4508 kevin-martin@stDcksupply..com COPY-risqht c 20-06 by True Jo- 4f4 7AVVIFByrn User:1 812412007 10 :38:35 ASM 1 314" x 9 1/2" 1.9E Microffa.m@ LVL Page E^gi^eVersim:s.25.7, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group Max. Vertical ' 'On Total Max. Vertical Reactiorl LI've Required ReariLng Length In Max* Unbraced Length (i Loading on all spans, Shear at Support (lbs) Max Shear at Support ) Member React" (lbs) Support ction lbs j - m (Ft -Lbs) Loading on a1j, spars { LDF Shear at Support Max Shear at Support Ubs Membera t' on Support Reaction (lbs) Moment (Ft -Lbs.) Live Defection (i) of l Def i Lo (in) INFORMATI GL tabs) 237s [].bs} 181,5 3.20 (W) LLQ' 0.90 1. 438 563 563 563 ! 3.004 004 73 1162 . Dead 185 2378 37 2378 Cop right 006 by 'gyrus joist, a Weyei hae-uoer BUsineg Microlla O is a regiritered trademark of Truo joint. 2378 1815 3.20.(W) -438 563 563 + I. 0 Floor -1830 -2378 2378 2378 90 0.220 1.289 OPERATOR INFORM Kevin Martin Stock Buildinn IqI F 1 South Yellowstone Hwy Rexburg, 183440 Phone * (208) Fax :(208) 356-4508 kevin. mairtin @stocks u pply.,