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;a,*!F0RTEWEB MEMBER REPORT PASSED <br /> ROOF,RB#2 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length 2'3" <br /> - 0.1. <br /> r <br /> D 0 <br /> 2 <br /> €� u <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left Cantilever end).All dimensions are horizontal. <br /> Design Results_ Aehrat O ioc none s .�i R I ar Load:GorrNmatlan(OaUarn) :`.: Membuv Length:Y 3" <br /> ( ;pans) System;Wall <br /> .Member Reaction(Ibs) 670 0 T1823(1.50"} Passed(37%) 1.0 D+1.0 S AI! Member Type;deader <br /> Shear(!bs) 323 0 7" - 1898 Passed(17%) 1.15 1.0 0+1.0 S(Ali Spans} Building Use:Residential <br /> Moment(Ft-bs) _377 @ 1 1 1/2 1583 Passed(24%) 1.15 �1.9 D+1.0 5(Ali Spans) auilding Code:IBC 2018 <br /> Live Load Den.(in) 0,004 @ 1 1 1/2 0.075 R Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) Design Methodology-ASO <br /> Total Load DefE.(in) 0.006 n V 1 1/2" 0.112 Passed(LI999+) 1.Q D+LO S(Ail Spans) <br /> _e ... .. ... ......_....—. _...._._ .....__._.�.�.._._..- ._._...._._.................... ....".,...a............._....__..._._ <br /> •Deflection criteria:LL(111360)and TL(V240). <br /> •A L 2%de rease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on NOS, <br /> aaart o tMwo taitlr 8rgprort (ltisy � .: ,.n - <br /> .. <br /> Supports roar Aaisfrwa IRaru++ <br /> 11•Trimmer-HF 1.50" t-5o" 1.50" 263 326 1 408 670 None <br /> 2-Trimmer-HF I.50, 1.59" 1.50" 263 i 326 408 670 None <br /> .._...-..........._.........._.................._ .._...._......_....+--------- -- - <br /> Latmi lradttQ _. erorcMfo t+fartrrk I <br /> ............ <br /> Top Edge(u) End Bearing Points i <br /> --..............-- - -.......__.....................................................v.......__ <br /> Bottom Edge(Lu) End Bearing Points <br /> Vertical Loads Location <br /> h_ <br /> 0-Self Weight(PLF) 0 to 2'3" NIA i--4.2, <br /> 1-Uniform(PSF) I 0 to 2'3" I 14'6' I 15.8 20.0 25A i Roof <br /> Weyerhaeuser warrants that the sizing of its products will be h accordance with Weyerhaeuser product design criteria and published design valises.Weyerhaeuser expressly disclaims any other wanarnies <br /> related to the scMvare.Use of this sofRvare is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.the designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Enqineered Lumber Products have been evaivated by ICC-ES tinder evaluator reports ESR-1153 and ESR•1367 <br /> and/or tested in accordance with applicable ASTM standards.For Current Code evaluation reports.Weyerhaeuser product aterature and installation details refer to <br /> �wrnv.Weyerhaeuser.com(woodAroducksldocunrent-library. <br /> The product appl abon,input design loads,dimensions and support i nforrnarbn have been provided by ForteWEe Software Operator <br /> FartewE9 software operator i 3ob Notes <br /> .-------- ' <br /> 1/202411 17 04 PM Ul C <br /> _.......... l 3/2 <br /> Chris Lalonde f <br /> Structural Design Associates (' ForteWEB v3.7, Engine:V8.4.0.40,Data:V8.1.5.0 <br /> (425)339-0293 <br /> clalcit sclaeverett.com - File Name: 10012 <br /> .........._._--.s__........_.___ _._— Page 4/13 <br />