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...it r V rt I G La:N MEMBER REPORT PASSED ROOF, UB2(B) 1 piece(s)3 1/2"x 9 1/2"1.55E TimberStrand®LSL Sloped Length:21'3 11/16" 3 0 .. i 4r rr 4.Z1I- rr t `2'915/16' 16' 11 6,18" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:21'3 5/16" Design Results Actual@ Location Allowed Result LDF Load:Combination(Pattern) - System:Roof Member Reaction(Ibs) 2056 @ 19'9 9/16" 4725(1.50") Passed(44%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 1792 @ 19'5/8" 7902 Passed(23%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 6720 @ 12'7 13/16" 11985 Passed(56%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.573 @ 11'8 9/16" 0.892 Passed(L/374) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:4.24/12 Total Load Defl.(in) 0.999 @ 11'8 1/2" 1.190 Passed(L/214) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(21/240)and TL(21/180).Upward deflection on left cantilever exceeds overhang deflection criteria. •Top Edge Bracing(Lu):Top compression edge must be braced at 21'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge mast be braced at 21'o/c unless detailed otherwise. •Upward deflection on left cantilever exceeds 0.4". 1 Bearing Length Loads to Supports(Ibs) Supports Total Available I Required Dead I Snow Total Accessories 1-Beveled Plate-SPF J.14r 3.50" 1 595 13117 Blocking 2-Manger on 91/2"SPF beam 3.50" Hanger' 1,50" 865 i Z:;57 See note' •Blocking Panels are assumed to arty no loads applied directly above them and the full load is appliec to the member being designed. •At hanger supports,the Total Bearing dimension is equal tc the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Support i Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Manger I LSSU410 3:C" N/A 18-I6d 12-154i 1.5 Dead Snow 'Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments u-Selr1N ,yn;0-1F) ittol9'99/10' N/A 10.4 1-Tapeied(P_F) 0 to 2'915/16" N/A 0.0 tc 44.7 0.0 to 70.7 Generated from Roof Geometry 2-Tape: 'i P_F) 2 9 15/16"to 19'9 9/16" N/A 0.0 to 13C.4 0.0 to 212.1 Generated from Roof Geometry Weyerhaeuser Notes 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 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 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 Weyerhaeuser facilites 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 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeaser product literature and installation details refer to vwwv.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and supacrt information have been provided by ForteWEB Software Operator 1 0 SUSTAINABLE FORESTRY INITIATIVE 1%,, Weyerhaeuser 1 ForteWEB Software Operator Job Notes 12/3/2019 11:08:21 PM UTC Jasper Structural Design Associates ForteWEB v2.1,Engine:V7,3.2.309,Data:V7.2.0.2 (425)339-0293 jasper@sdaeverett.com File Name:8855 n....w A !4.7