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' e'rl f V a{ 1 L LAU MEMBER REPORT <br /> PASSED <br /> I Level, Floor:Joist <br /> 1 piece(s)9 1/2"TM®230 @ 12"OC <br /> IOverall Length:17'4' <br /> 1 F <br /> U 0 <br /> 16 9 <br /> Iiii <br /> o <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 565 @ 2 1/2" 1183(2.25") Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 553 @ 3 1/2" 1330 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-lbs) 2361 @ 8'8" 3330 Passed(71%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASo <br /> Live Load Dell.(in) 0.333 @ 8'8" 0.564 Passed(L/610) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Deft.(in) 0.549 @ 8'8" 0.846 Passed(L/370) 1.0 D+1.0 L(All Spans) <br /> TJ-Pro""Rating 40 40 Passed <br /> . Deflection criteria:LL(1/360)and TL(L/210). <br /> •Top Edge Bracing(Lu):Top compression edge must he braced at 4'10"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 17'2"o/c unless detailed otherwise. <br /> •A structural analysis of the deck has not been performed. <br /> • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge"'Panel(24"Span Rating)that is glued and nailed down, <br /> •Additional considerations for the TJ-Pro`"Rating include:None. <br /> Bearing Length Loads to Supports(Ms) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 3.50" 2.25" 1.75" 225 347 572 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1,75" 225 347 572 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Dead Floor Live <br /> Vertical Load Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 17'4" 12" 26.0 40.0 Default Load <br /> Weyerhaeuser Notes <br /> 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 <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 forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-13$7 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> I A <br /> 1 1 SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser <br /> I <br /> ___.---.._.._-- ___-- 1.014 <br /> ForteWEB Software Operator Job Notes <br /> Alvin <br /> II (4 5)778-500 <br /> (425)77$-8500 <br /> alvinn@cgengineering.com <br />