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i9 " O R T E CO MEMBER REPORT PASSED <br /> Level, DECK FRAf°ZING <br /> 1 piece(s)2 x 8 HF No.2 @ 16"OC <br /> Overall Length:9'9 1/2" <br /> ,r <br /> + 44ft\ 14fv1sE3itlz <br /> ay xtzs t �IryirEZ �rl� + <br /> 7 T <br /> - <br /> r <br /> 2' 7'9 1/2" <br /> a o <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> r @51g11 R 511�t5 t .1$.. t Astua7jt�< aLfbn 4}'}61INI `yt•�si 1� it{4 f,Z ,L} i\4 CaFi d Cointsrs%a an .Patei_7 z.Iil\ f, System:Floor <br /> Member Reaction(Ibs) 593 @ Z 13/4" 2126(3.50") Passed(28%) 1.0 D+1.0 L(All Spans) Member Type;Joist <br /> Building Use:Residential <br /> Shear(Ibs) 315 @ 2'10 3/4" 1088 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 646 @ 5'11" 1284 Passed(50%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.089 @ 5'10 3/8" 0,186 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.103 @ 5'10 9/16" 0.372 Passed(L/865) — 1.0 D+1.0 L(Alt Spans) <br /> Ti-ProT'"Rating N/A N/A N/A - N/A <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> • Overhang deflection criteria:U_(2L/480)and TL(2U240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> •No composite action between deck and joist was considered in analysis. <br /> r ' -.� t�3311tt';1� }}�1y �LrYil4?�s3iBeaCltfgf r z� !r`loadsf�5rtpport5(fbs) } s <br /> r <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50' 99 494 593 Blocking <br /> 2-Stud wall-SPF 3.50" 2.25" 1.50" 58 1 314/-16 372/-16 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <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 /> Lateral:QraCing t :', Bracing intervals t +Comments � ; <br /> Top Edge(Lu) 9'B"o/c <br /> Bottom Edge(Lu) 9'8"o/c <br /> -Maximum allowable bracing intervals based on appled load. <br /> r 4 S y } �t\ } t Dead PIoDr 1.nrC <br /> 1-Uniform(PSF) 0 to 9'9 1/2" 16" 12.0 60.0 Default Load <br /> %W� et'ftaeuSelr`MO 1 �s s}�473�,r rr st E zki sou ;i t z i[ i lst� z is < s s\ _ct} t��t r1�F}l 1?�4i�t{� i_1 <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-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.weyerliaeu$er.com/woodproductsldocument-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWES Software Operator Job Notes 4/19/2022 6:13:45 PM UTC <br /> Kyr'akos Moroseos <br /> CDENGR ForteWEB v3.2, Engine: V8.2.0.17, Data:V8.1.0.16 <br /> -(425)268-5946 <br /> mettaxam@gmail.com Weyerhaeuser He Name: BIRUK <br /> Page 5/8 <br />