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ill r V r% 1 C 144.1a MEMBER REPORT PASSED <br /> ROOF, UB1 <br /> 1 piece(s)4 x 10 Douglas Fir-Larch No.2 <br /> Overaii Length: 11- 10' <br /> r <br /> 1 <br /> a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual di Location Allowed Result LDF t Load:Combination(Pattern) System:Roof <br /> 'Member Reaction(Ibs) 1412 @ 11'6 1/2" 3281(1.50") Passed(43%) — 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1220 @ 10'9 1/4" 4468 Passed(27%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 <br /> cloment(Ft-Ibs) 4014 @ 5'10 1/4" 5166 Passed(78%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> ire Load Defl.(in) 0.153 to 5'10 1/1" 0.569 Passed(L/892) — 1.0 D r 1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Dell.(in) 0,253(a 5'10 1/4" 0,758 Passed(L/539) -- 1.0 D+ 1.0 S(All Spans) <br /> • Deflection criteria:LL(L/240)and TL(L/180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 11'7"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Luc:Bottom compression edge must be braced at 11'7"o/c unless detailed othenvis . <br /> • Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Stud wall-OF 3.50" 3.50" 1.50" 575 878 1453 Blocking <br /> 2-Hanger on 9 1/4"DF beam 3.50" Hangers 1.50" 585 897 1482 See rote <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •a See Connector grid below For additional information and/or requirements. <br /> Connector:Simpson Strong-Tie <br /> Support I Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 2-Face Mount Hanger 'L'L:545 2.00" N/A G-1Gd 4 tcd <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) Oro 11'6 1/2'' N/A 8.2 — <br /> 1-Uniform(PSF) 0 to 11'ill"(Top) G' ' 15.0 25.0 Default Load <br /> Weyerhaeuser Notes <br /> Weyerhaecser warrants that the sizng of its products will 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 foresby 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 /> nww.weverhaeuser.coin/woodproducts/document-library. <br /> The product epplicabon,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> Atij}SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser `{ <br /> ForteWEB Software Operator Job Notes 12/4/2019 12:22:54 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 />