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eliwlerGRT RM SOFFIT <br /> 2 Pes of 1 314" x 9 112" 2.0E Paraflat PSL <br /> 13-Beam(7M)sos Searei Number-:U2It 1SO? <br /> User i 8128,03 11:13: AM <br /> THIS PRODUCT MEETS OR EXCEEDS ThE SEA{T` DE{SIG STEN D <br /> pyo; c..y..e:IC:SiG-711 1.5.12 <br /> CONTROLS FOR TIIE APPLICATION AND LOS L <br /> -Member Vie;9112 Roof Slop Ell —-� <br /> 2, <br /> tireduct DiSitatain ie Conceptual. <br /> Alt dimensions are horizontal. <br /> Analysis is for a Crop Beam Member- Tributary bad Widtit:1' <br /> Primary Load Group-Roof(psi):40.0 live at 125%duration,15.0 Dead <br /> TypeClass <br /> vertices Lo ds. <br /> Live Dead Location Application Comment <br /> Uniform(pif) Floor(1D0) 60.0 23.0 0 To le 2" Adds To <br /> SUPPORTS: <br /> input Bearing earinng ;lertical Reactions(lbs) Detail Other <br /> Width Length Lh DeadlUPll 7' t <br /> L5 None <br /> \went!,CS fi t:ST:r' =-� 3.50' =F=%S•. /435'1011,33-,' <br /> 2 Wood column. 525" 5.25" 91614E4310/1359 Nc3no. <br /> -See TJ SPECIFiER'S/BUILDERS GUiDEfor detail(s):Lb <br /> --.�...�•t!`!!i CONTROLL s! <br /> Maximum Design Control Control Location <br /> Shoa.(lbs) 1312 -1176 8035 Passed(15%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-1 t,x) 55803 5803 16321 Passed(36%) MID Span t under Roof k adiag <br /> Lav Load Deft(in) 0.454 0.590 Passed(1/46f3) MID Span 1 under Root loading <br /> Total Load Defl(ini 0.673 0.884 Passed(11315) MID Span 1 under Roof loading <br /> positioning of lateral <br /> -Bra irig„1: Properattachment and p n9 <br /> -BraciF�(;..u):All c\^mpressicr*.edges(top and bottom)must be braced at 2'8"otc unless detailed otherwise- <br /> bracing is required to achieve member stability. <br /> -Design Mmes adequate conitilueus late ai support et cNmpress±c:o edge. <br /> ADDITIONAL NOTES: TJ warrants sizing of its productsby this software.n11 <br /> PORT.NT, The__ l-s sente _a-i:riil from software developedby Trus- - <br /> .l is ^.s=Jr�t(T_i). s.ecu, <br /> e..c v..l ry - an and code accepted design values. The specific:�ioduot application,iin design <br /> Y,�.,,;•n�±xl�ri�a��,.danr�ur:sl:T,f�s�'±c�---design criteria <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or Ti technical re resentatve for� �availability. <br /> -THIS ANALYSIS FOR TRUS JOISTPRODUCTS ONLYI PRODUCT BS .Tt�,TICAVOIDS THIS <br /> ANALYSIS. <br /> Distribution product listed n <br /> was used for Buikli Code USC analyzing the Ti istribution :dove. <br /> -Allowable Stress Design methodology <br /> -Note:See Ti SPECIFiER'S 1 BUILDER'S GUIDES for multiple ply connection. <br /> CrP,ERA no!N risal• AT.Iorki; <br /> PROJECT INFORMATION: <br /> TERRY Mll(KELSOOON <br /> 'FP &DESIGN <br /> 91n-n BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-7004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN 9 VISI.CDM <br /> e LU'�t hC Zr.,_ 8usv*aess <br /> Parallart015 O cegi5leied L.r.R1G_t Yk .af Tri. <br />