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i EW P . • MEMBER REPDRSilio , - ' - . e E <br /> Level,Wall: Header-H1 . <br /> 1 piece(s)4 x 8 Dr--No.2 <br /> Oaerall Length:6'6 <br /> um s <br /> - - UPI1IIISIIIIJ1- . ' ',-*;� � ,�Y� �:�rt; QQ . <br /> 6 b" <br /> i. <br /> All locations are measured from the outside face of left support(or left cantlever end).All dimensions are horizontal. . . <br /> If,ls System Wall. <br /> Member Reaction ibs) 2231 @ 1'1)2" 6563(3,00") Passed(34%) -- • 1.0 D+1.0 5'(All Spans) Member Type:Header <br /> 1645 @ 110 1/4" 3502 Passed(47%) 1.15 1.0 0+1.0 S(All• <br /> Spans) Building use:Residential <br /> Shear(Ibs) Busding Coae:iBC 2018 <br /> Moment(Ft lbs) 3352 @ 3'3" 3438 Passed(97010) 1.15 1.0 D+1.0 5(All Spans) Design Methodology:ASD <br /> Live Load Defl.(In) 0.082 @ 3'3' 0.208 Passed(L/914) 1:0 D'+1.0 S(All Spans) <br /> Total-Load Defl.(in) 0.133 @ 3'3'. 0.313 Passed(L/566) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/360)and IL(L/240). <br /> •Allowed moment does'not reflect the adjustment for the beam stability factor. ' s <br /> • <br /> •Applicable calajiations are based on NDS. <br /> c v^ ,na x 5 �Wagering Length I •`toads to Supports�ibs* j�- �s���� � ' <br /> ,5 ,�` s `aa'w+`:�'s - ' -•-.--.Snow <br /> ,..', Accessore <br /> `,;d 4 ttaflatne Required i7taa Snowachrretf_ - <br /> 3 00" 1.50" 850 1381 2231 None <br /> 1-Trimmer-SPF •3.00",` <br /> 2-Trimmer-SPF ' 3.00" . 3.00" 1.50" 850 1381 2231 None <br /> Y f, ,..;: •y,," ,,, il; < �,,� ,`` ,.. :,',+ir ,A"..✓ t �i$': <br /> Top Edge(Lu) 6'6"o/c <br /> Bottom Edge(Lu) 6'6"o/c <br /> "Maximum allowable bracing Intervals based on applied load. <br /> i <br /> 0-Self Weight(PLF) 0 to 6'6" N/A b.4 <br /> 1-Uniform(PSF) 0 to 6'6" 17' 15.0 25.0 Roof snow load <br /> Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software 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 Engineered Lumber Products.have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code'evalUation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator . <br /> • <br /> • <br /> FarteWEB Software Operator Job Notes 5/19/2023 1:48:49 PM UTC <br /> Larry Johnson <br /> Johnson Structural Engineering,Inc. ForteWEB v3.5,Engine:V8.2.5.1,Data:V8.1.3.6 <br /> (406)585-2939 File Name: 5hambaugh 23 759 <br /> tarry@johnsonengineer.com <br /> • Pagel/ 1 <br />