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'iiij r V IN I C 114.3J MEMBER REPORT PASSED ROOF, UB9 1 piece(s) 2 x 8 Douglas Fir-Larch No.2© 24' OC Sloped Length:15'4 7/16" + + D 0 17 i I 41--- r r ,f 2' l' �fi u 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:15 3 3/16" Design Results Actual@ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 485 @ 14'3 1/2" 1406(1.50") Passed(34%) -- 1.0 D+1.0 S(Aft Spans) Member Type:foist Building Use:Residential Shear(Ibs) 452 @ 2'10 3/8' 1501 Passed(30%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1441 @ 8'4 3/16" 1564 Passed(92%) 1.15 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.344 @ 8'3" 0.640 Passed(L/447) -- 1.0 D+1.0 5(Alt Spans) Member Pitch:4/12 Total Load DefI.(in) 0.552 @ 8'3 1/8" 0.854 Passed(L/278) -- _1.0 D+1.0 S(Alt Spans) • Deflecion criteria LL(L/240)and TL(_/180). •Overhang deflection criteria:LL(21/240)and TL(21/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 5'3'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15 1"o/c unless detailed otherwse. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50' 2E6 326 420 1C22 Booking 2-Hanger on 7 1/4"SPF beam 3.50" Hanger' 1.50" 195 251 313 759 See note •Blocking Panels are assumed to carry no bads applied directly above them and the full load is'applied 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 LRU26Z 1.34" N/A 4-l0c 5-10d Dead Roof Live Snow Vertical Load Location(Side) Spacing (0.90) (non-snow:1.25) (1.15) Comments 1-Uniform(ROE) Oto 4'7" 24" 15.0 20.0 25.0 Default Load Weyerhaeuser Notes \Weyerhaeuser warrants that toe siz ng of its products will be in accordance with Weyerhaeuser product design ciiteila and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use or this software is not intended to circumvent the need for a design professions:as determined by the authority having jurisdicnn.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 viawv.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Sob 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 r,,