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------ <br /> :91FORTEWEB MEMBER REPORT PASSED <br /> Residence Roof,RB-01 <br /> 1 piece(s)4 x 8 DF N0.2 <br /> caverall Length:T 9" <br /> G Q <br /> 7,6„ <br /> Q <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual®Location Apowed Basalt LDF: Load:tombtriation(Pattern): System:Wall <br /> Member Reaction(Ibs) 49000 3281(1.50") Passed(15%) -- 1.0 D+1.0 S(AII Spans) Member Type:Header <br /> Shear(lbs) 398 @ 8 3/4" 3502 Passed(I I%) 1.15 1.0 D+1.0 S All Spans) Building Use:Residential <br /> Building Code;IBC 2018 <br /> Moment Ft-Ibs) 949 @ 3'10 1/2" 3438 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Deff.(in) 0,034 @ 3'10 1/2" 0.258 Passed(L/999+) 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 1 0.058 @ 3'10 1/2" 1 0.313 1 Passed(L/999+) 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:ILL(1-/360)and TL(5/16"). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> BearingLerigth Loads to Supports(lbs) <br /> Total Available kie i ed Dead Snow 'Total Accessories <br /> 1•Trimmer-SPF 1.50" 1.50" 1.50" 199 291 490 None <br /> 2-Trimmer-SPF A1.50" 1.50, 1.50" 199 291 490 None <br /> Lateral Braeuib Bracing Intwars <br /> Top Edge(Lu) 7 9"o/a <br /> Bottom Edge(Lu) T 9"o/c <br /> *Maximum allowable bra-�ng intervals based an applied load. <br /> .. . .. ... Dead VertlCal LaadS` Lom6on' ::., ... iHbularyWidtli (0.80) (1.15) comments` <br /> D-Self Weight(PLF) 0 to 7 9" N/A 6.4 - <br /> 1-Uniform(PSF) 0 to 7191 3' 15.0 25.0 Default Load <br /> Weyerhaeuser Notes' <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 notdesigned by this software.Products manufactured at <br /> Weyerhaeuser fadlities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and FSR-1387 <br /> and/Dr tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/vmdproducts/doctiment-librazy, <br /> The product application,input design loads,dimensions and support information have been provided by Forte WEB Software Operator <br /> ForteWEB Software Operator Job Notes 11/3/2023 6:43:43 PM UTC <br /> Tyler Wandschneider <br /> BTL Engineering ForteWEB v3.6,Engine:V8-3.1-5,r1-'--vo 4 n 4 <br /> (425)814-8448 <br /> tyler.wandschneider@btleng.net ,cr: File Name: Linton RerR2.3 <br /> Page 4/5 <br />