1816 WETMORE AVE 2020-06-15 - Laserfiche WebLink

icer Level,J1-L1 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC Overall Length:9'7" g X X EI 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual p Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 325 @ 2 1/2" 1434(2.25") Passed(23%) — 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 270 @ 10 3/4" 1305 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 728 @ 4'9 1/2" 1360 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.111 @ 4'9 1/2" 0.229 Passed(L/989) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.145 @ 4'9 1/2" 0.458 Passed(L/761) — 1.0 D+1.0 L(All Spans) TJ-Pron''Rating N/A N/A — — — • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'5"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'5"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 Loads to Supports(lbs) SUppOrtS Total Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.50" 77 256 333 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 77 256 333 11/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 9'7" 16" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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 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 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 ICC ES under technical 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/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator