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'.il r V fN i C 161y-1 MEMBER REPORT PASSED <br /> ROOF, UB4 <br /> 1 piece(s)4 x 10 Douglas Fir-Larch No.2 <br /> Overall Length: 12'1" <br /> 0 C <br /> il 11'6 4 <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 Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 895 @ 2" 3347(2.25') Passed(27%) -- 1.0 D+1.D 5(All Spans) Member Type:Flush Beam <br /> Building Use:Residential <br /> Shear(Ibs) 887 @ 1'3/4" 4468 Passed(20%) 1.15 1.0 D+ 1.0 S(All Spans) . Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3800 @ 4'6" 5166 Passed(74%) 1.15 1.0 D+ 1.0 5(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.118 @ 5'7 11/16" 0.587 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.203 @ 5'7 7/8" 0.783 Passed(L/695) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/2401 and TL(L/180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 11'11"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'11"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 Roof Live Snow Total Accessories <br /> 1-Stud Nall-SPF 3.50" 2.25" 1.5a' 379 412 516 13C7 1 1/4"Rim Board <br /> 2-Stud.vall-5PF 3.5(Y' 2.25' 1.50' 242 241 301 784 1 1/4'Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Dead Roof Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLFI 1 1/4"to 11'113/4' R/A 8.2 — -- <br /> 1-Point(lb) I 4'u' (Front) 5/H 524 653 817 Linked from.U83, <br /> Support 2 <br /> ;Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance Nth 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.corr/wcodproducts/document-library. <br /> The product application,inpit design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> A (4).SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser `ff <br /> ForteWEB Software Operator Job Notes 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 /> )asper@sdaeverett.com File Name:8855 <br />