9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

rl t`1,1 K ! C. t 6 MEMBER REPORT PASSED Upper Level,JST#7 1 piece(s)11 7/8"T]I®110 @ 16"OC _'_')- Overall Length: 16' 11' 1 {' + i : 14 2 U [ All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal, Design Results Actual 0 Location Allowed Result LDF wad:Combination(Pattern) System:Floor Member React on(Ibs) 1157 @ 14'8 1/4" 2350(5.25") Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 757 @ 14'11" 1794 Passed(42%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:lilt 2018 Moment(Ft-Ibs) 1383 @ 6'8 5/16" 3160 Passed(44%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.190©7'6 3/8" 0.358 Passed(L/906) -- 1.0 D+ 1.0 L(Alt Spans) Total Load Defl.(in) 0.091 @ 16'11" 0.223 Passed(2L/590) -- 1.0 D+1.0 S(All Spans) Ti-Pro'"Rating 47 40 Passed -- -- •Deflection criteria:LL(L/480)and TL(L/240). •Overhang deflection criteria:LL(2L/180)and TL(21/210). •Allowed moment does not reflect the adjustment for the beam stability factor. •A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23,32"Weyerhaeuser Edge'"Panel(24"Spar Rating)that is nailed down. •Additional considerations for the Ti-Pro-Rating include:None. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Roof Live Snow Factored Accessories 1-Stud wall-SPF 5.50" 4.25" :.75" 62 407/-4 -75 -35 464 1 1/4"Rim Board 2-Stud wall-SPF _ 5.50" 5.50" 3.50" 647 510 225 310 1262 Socking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'10"o/c Bottom Edge(Lu) 4'11"o/c C •T.11 joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Vertical Loads Location Spacing (0.90) (1.00) (non-snow:1.25) . (1.15) Comments 1-Uniform(PSF) 0 tc 16'11" 16" 12.0 40.0 - - Default Load 2-Point(PLC) 16'6" 16" 45.0 60.0 75.0 RP 3-Point(PLF) 16'6" 16" 160.0 • . . Wall 4•Point(lb) 16'6" N/A 165 - 120 175 BM#4 I Weyerhaeuser Notes 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 related to the software.Use of this software's rot intended to circumvent tine!teed 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 certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/documentlibrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator (c-2---9-r- S)-7-%// �ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC Chris Lalonde Structural Design Associates ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.3.0 (425)339-0293 claionde@sdaeverett.com Weyerhaeuser File Name: 9676