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•aNl nun ! c vv G C5 MEMBER REPORT PASSED <br /> Roof, BMtt1 <br /> 1 piece(s)4 x 8 HF No.2 - <br /> Overall Length:9' 1" <br /> i°i 8 6" ___ <br /> a 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 1227 @ 3 1/2" 2126(1.50") Passed(58%) * -- 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1052 @ 10 3/4" 2918 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2607 Cii 4'6 1/2" 3247 Passed(80%) 1.15 1.0 D+1.0 5(All Spans) Design Methodology:ASD <br /> Live Load Defl.(In) 0.142 @ 4'6 1/2" 0.425 Passed(L1717) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Deft.(in) 0.235 @ 4'6 1/2" 0.567 Passed(L/435) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:Li(L/240)and TL(L/180). <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required ' Dead Roof Live Snow Factored Accessories <br /> 1-Hanger on 7 1/4"SPF beam 3.50" Hanger1 1.50" 514 636 795 1309 See rote r <br /> 2-Hanger on 7 1/4"SW beam 350" Hanger+ 1.50" 514 636 795 .1309 See note 1 <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the burger <br /> •1 See Connector gnd below for additional information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) . Continuous <br /> Bottom Edge(Lu) End Bearing Points <br /> I Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 1-Face Mount Hanger LUS48 2.00" N/A 6-16d 4-1Ed <br /> -r <br /> 2-Face Mount Hanger LUS48 2.00" N/A 6-16d 4-16d <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> C Dead Roof Live Snow <br /> !Vertical Loads Location(side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 3 1/2"to 8'9 1/2" N/A 6.4 -- ,- <br /> 1-Uniform(PSF) 0 to 9'1'(Front) 7' 15.3 20.0 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 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 15R-1153 and ESP-i387 <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 /> g 3 -11 <br /> ForteWEB Software Operator 3ob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde A, <br /> Structural Design Associates ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.3.0 <br /> (425)339.0293 <br /> claionde@isdaeverett.com ':Weyerhaeuser File Name: 9676 <br /> rx......-r 1 '1c <br />