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I <br /> ' "1 FO R T E. + MEMBERREPORT PASSED <br /> ILevel,Floor:Joist <br /> 1 piece(s)9 1/2"TM®110 @ 16"OC j <br /> I <br /> Overall Length:14'1" <br /> + . <br /> 0 0 <br /> i <br /> ' 1elf <br /> 13 6 <br /> El <br /> IAll 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 LOF Load:Combination(Pattern) System:Floor <br /> I <br /> Member Reaction(lbs) 611 @ 2 1/2" 1041(2.25") Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Member Type;Joist <br /> Budding Use:Residential <br /> (lbs) 594 @ 3 1/2" 1220 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC zois <br /> Moment(Ft-lbs) 2055 @ 7'1/2" 2500 Passed(82%) 1.00 1.0 D E 1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.236 @ 7'1/2" 0.456 Passed(L/695) -- 1.0 D+1.0 L(All Spans) <br /> II Total Load Defl (in) 0.389 @ T 1 <br /> /2" 0.683 Passed(L/421) -- 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'"Rating 42 40 Passed <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'5"o/c unless detailed otherwise, <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13'11"o/c unless detailed otherwise. <br /> I •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 T)-Pro'"Rating include:None. <br /> I Supports Bearing Length Loads to Supports(lbs) <br /> Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 3.50" 2.25" 1.75" 244 376 620 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1.75" 244 376 620 1 1/4"Rim Board <br /> I •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 /> II-Uniform(PSF) 0 to 14'1" 16" 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 /> I 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-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 /> www.weyerhaeuser.com/woodproducts/document-library. <br /> IThe product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator <br /> (2vTj SUSTAINABLE:FORESTRY INITIATIVE <br /> IWeyerhaeuser } <br /> 1 <br /> IForteWEa Software Operator Job Notes <br /> Alvin 1.013 <br /> CG Engineering <br /> I (425)778-8500 <br /> alvinn@cgengineering.com <br />