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;ill r U 1R I C a'iJi-) MEMBER REPORT PASSED <br /> ROCF, UB3 <br /> 1 piece(s)4 x 10 Douglas Fir-Larch No.2 <br /> Overall Length:13' 1" <br /> U C <br /> ii ' <br /> ii ) <br /> I I <br /> / 2' <br /> 0 b <br /> 0 <br /> Ail 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 Loath Combination(Pattern) - System:Roof <br /> Member Type:Drop Beam <br /> Member Reaction(Ibs) 1922 @ 2'1 3/4" 5206(3.50") Passed(37%) •- 1.0 D+ 1.0 5(All Spans) Building Use:Residential <br /> Shear(Ibs) 1162 @ 3'3/4" 4468 Passed(26%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3403 @ 7'8 3/16" 5166 Passed(66%) 1.15 1.0 D+ 1.0 5(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.117 @ 7'6 13/16" 0.539 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.190 @ 7'7" 0.718 Passed(L/680) — 1.0 D+ 1.0 S(Alt Spans) <br /> • Deflection cdena:LL(L/240)and TL(L/I80). <br /> •Overhang defection criteria:LL(2L/240)and TL(2L/180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 13'1"o/c unless detailed otherwise. <br /> • Bottorff Edge 3racing(Lu):Bottom compression edge must be braced at 13'I."o/c unless detailed otherwse. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loadeto Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live Snow Total Accessories <br /> 1-Stud wall-SPF 3 50" 3.50" 1.50Y' 761 929 1162 2852 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 524 653 817 1994 B'ockinu <br /> •Stocking Panels are assumed to carry no loads applied directly above them and the full load is applied to 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(PL F) 0 to 13'1" N/A 8.2 -- -- <br /> 1-Uniform(PSF) 0 to 13'1"(Front) 5' 1 5.0 20.0 25.0 Default Load <br /> "Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products wi I 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 1CC-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/wcodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> YYYY <br /> f;�r})SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> ForteWEB Software Operator Job Notes 12/3/2019:1:08:21 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 /> jasper@sdaeverett.com File Name:8855 <br />