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ii01 r V 1•i i C 413a MEMBER REPORT PASSED ROOF, UB2(A) 1 piece(s)3 1/2"x 9 1/2"1.55E TimberStrand®LSL Sloped Length;13'9 11/16" C 12 j I i 4.24 i 2'9 15/I6' y 4' 10 13/16' ii, 1 f G 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:13 9 3/8" Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 691©12'8 3/4" 4725(1.50") Passed(15%) -- 1.0 D+ 1.0 5(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 539 0 11'11 3/4" 7902 Passed(7%) 1.15 1.0 D+ 1.0 S(Alt Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1290©8'3" 11985 Passed(11%) 1.15 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.039 @ 8'13/16" 0.517 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Member Pitch:4.24/12 Total Load Defl.(in) 0.067 @ 8'1" 0.690 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(21/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 13'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'6"o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Deed Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 299 318 612 B ock rig 2-Hanger on 9 1/2"SPF beam 3.50" hanger' 1.50" 291 400 691 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full load is apphed to the member being designed. •At hanger supports,the Total Bearing dimension is equal to 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 Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger LSSU410 -o !8-16d 12-10dx1.5 Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 12'8 3/4" N/A 10.4 1-Tapered(PLF) 0 to 2'9 15/16" N/A 0.0 to 44.7 0.0 to 70,7 Generated from Root Geometry 2-Tapered(PLF) 2'9 15/16"to 12'8 3/4" N/A 0.0 to 71.9 0.0 to 123.7 Generated from Roof Geometry Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will or in accordance wth Weyerhaeuser product design criteria and pubished 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 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 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator A0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Job Notes 12/3/2019 11:08:21 PM UTC Jasper Structural Design Assodates ForteWEB v2.1,Engine:V7.3.2.309, Data:V7.2.0.2 (425)339-0293 jasper@sdaeverett.com File Name:8855