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:ail r V R 1 C 4Ll:l MEMBER REPORT PASSED <br /> ROOF, U137 <br /> 1 piece(s)4 x 8 Douglas Fir-Larch No.2 <br /> Overall Length:7' 1" <br /> 4- <br /> I i <br /> 1 55 <br /> CI ffl <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LOP Load:Combination(Pattern) System:Hoer <br /> Member Reaction(lbs) 2038 @ 6'11" 3347(2.25") Passed(61%) -- 1.0 D+ 1.0 5(All Spans) Member Type:Flush Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1716©6'2 1/4" 3502 Passed(49%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-lbs) 3252 @ 4'2" 3438 Passed(95%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.090©3'7 5/8" 0.169 Passed(L/898) — 1,0 D+ 1.0 S(All Spans) <br /> Total Load Defl,(In) 0.149©3'7 11/16" 0.338 Passed(L/543) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection citeria:LL(L/480)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 6'11"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'11"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Root Live Snow Total Accessories <br /> 1.-Stud wall-SPF 3 50" 2.25' 1.50" (,51 825 103-[ 7518 11/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25' 1.50" 825 1003 1255 3583 1 1/4"Rim Board <br /> .Ron Board s assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Dead Roof Live Snow <br /> Verdcal Loads Location(Side) Tributary Width (0.90) (non-now:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 1 1/4"to 6'11 3/4" N/A 6.4 — — <br /> 1-Uniform(PSF) 0 to 7'1"(Front) i0 15.0 20.0 25.0 Default Load <br /> 2-Point(lb) 5'(Front) N/A 379 412 516 Linked from:UB4, <br /> Support 1 <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 ary other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as detemr.ned 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.Accessones(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 /> wvvw.weverhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support informaton have been provided by ForteWEB Software Operator <br /> Y(�)SUSTAINABLE FORESTRY INITIATIVE <br /> Vircyerhaeuser <br /> ForteWEB Software Operator Job Notes <br /> 12/3/2019 11:08:21 PM UTC <br /> Jasper <br /> Structural Design Associates ForteWEB v2.1,Engine:V7.3.2.309, Data:V7.2.0.2 <br /> (425)339-0293 <br /> jasger@sdaeverett.co File Name:8855 <br />