7107 YEW ST 2022-01-13 - Laserfiche WebLink

MEMBER REPOR• Level, Floor:Joist I PASSED ®FORTE 1 piece(s)2 x 8 Hem-Fir No.2 @ 12"OC Overall Length: 7 7 0 + + O 0 1 II 1 II 100 XX 500 XX 100 0 El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @1 Location Allowed Result IDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 437 @ 6 5 4 2126(3.50") Passed(21%) — 1.0 D+1.0 L(Adj Spans) Member Type:Joist Shear(lbs) 225 @ 1 10 12 1088 Passed(21%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) 384 @ 3 9 8 1284 Passed(30%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.028 @ 3 9 8 0.132 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Deft.(in) 0.031 @ 3 9 8 0.265 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) LTJ-Pro'"Rating N/A N/A — _ — — • Deflection criteria:LL(L/480)and TL(L/240). •Overhang deflection criteria:LL(211480)and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7 7 0 o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7 7 0 o/c unless detailed otherwise. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ms) Supports Total Available Required Dead pOn°er Total Accessories 1-Beam-DF 3.50" 3.50" 1.50" 46 392 438 Bkrking 2-Beam-DF 3.50" 3.50" 1.50" 46 392 438 Blocking •Blocking Panels are assumed to tarry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 0 0 to 7 7 0 12" 12.0 100.0 Residential-Living Areas //�� Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims 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 �o� compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at s,) y, • Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES v_V under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser s, f:6 product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by CDA �` ` r i Permit : B1906-007 Site Addre - 7107 YEW ST Owner: CGUIRE MICHAELJ&KARLA D Tenant: [TenName] App.Date: 6/6/2019 Proposed Use: SFR DETACHED Description: 7'X7' HOLE IN DECK TO ACCOMODATE HOT TUB Ni. Reviewed By: Date: Office Set Job Site Set Fire/Planni Set • \ Forte Software Operator Job Notes 5/14/2019 12:28:18 PM Brent Koos McGuire,Michael&KarlaForte v5.4,Design Engine:V7.1.1.3 Cascade Design Associates 7107 Yew St. Mc Guire.4te (425)870.6164 Everett,WA 98203 brentQcascadedesign.US Page 1 of 1