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Id r u n 1 C Lui7 MEMBER REPORT PASSED LOWER FLOOR, LB2 1 piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Overall Length:12'3" 4- 4 r a r r 1 4- 10/ t 1'6'. El El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor 1.0 D+0.525 E+0,75 L+0.75 S(All Member Type:Joist Member Reaction(Ibs) 2290 @ 10'6 1/4" 3506(5.50") Passed(65%) -- Spans) Building Use:Residential Shear(Ibs) 1293 @ 11'6 1/4" 1915 Passed(68%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2015 Design Methodology:ASD Moment(Ft-Ibs) -1919© 10'6 1/4" 2334 Passed(82%) 1.15 1.0 D+ 1.0 S(All Spans) Live Load Defl.(in) 0.116©12'3" 0.200 Passed(2L/358) -. 1.0 D+0.525E+0.75 L+0.75 S(Alt Spans) Total Load Defl.(in) 0.175©12'3" 0.200 Passed(2L/238) -- 1.0 D+0.525 E+0.75 L+0.75 S(Alt Spans) TJ-Pro""Rating N/A N/A •- -- -- • Deflection critena:I-L(L/480)and TL(L/290). •Overhang deflection criteria:LL(2L/0.2")and TL(2L/0.2"). •Top Edge Bracing(Lu):Top compression edge must be braced at 12'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 4'6"o/c unless detailed otherwise. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •-311 Ibs uplift at support located at 10'6 1/4".Strapping or other restraint may be required. •Apptcable calculations are based on NOS. •Nc composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Wind Seismic Total Accessories 1-flange'on 9 1/9"SPF beam 3.50" Hanger' I.50" -9 288 -92 •159 148j-143 4408 See note' 2-Beam-SPF 5.50" 5.5U' 3.59' 848 373 730 1260 1171/-1171 4362/ Blocking 1171 •Blocking Panels are assumed to carry no loads 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 requir."ments, Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Tod MnInn Han3-r LBiiit 71fi' :-18d 2-16d 10dx1.5 r 1 Dead Floor Live Snow Wind Seismic Vertical Loads I Location(Side) Spacing (0.90) (1.00) (1.15) (1.60) (1.60) Comments 1-Uniform(PSF) li to 12'3" 16' 12.0 40.0 - Default Load 2-Point(IP) 12' N/A 643 63S 1101 1323 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing if its products will be in accordance with Weyerhaeuser product design criteria and published design values,Weyerhaeuser expressly disc aims 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 certred to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESP.-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to wvwv.weyerhaeuser.com/wc,odproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator 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