1622 W MUKILTEO BLVD 2025-03-10 - Laserfiche WebLink

.I F O R T E CO MEMBER REPORT PASSED Level,Roof: Drop Beam 1 piece(s)6 x 10 Douglas Fir-Larch No.2 Overall Length:S' 11' 0 • /11 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 967 @ 4" 18906(5.50") Passed(5%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 684 @ 1'3" 6810 Passed(10%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1814 @ 4'5 1/2" 6937 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.026 @ 4'5 1/2" 0.412 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 Total Load Def.(in) 0.044 @ 4'5 1/2" 0.550 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 8'11"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'11"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column-HF 5.50" 5.50" 1.50" 400 568 968 Blocking 2-Column-HF 5.50" 5.50" 1.50" 393 557 950 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'11" N/A 13.2 -- 1-Uniform(PSF) 0 to 8'11"(Front) 5' 15.0 25.0 Default Load 2-Uniform(PSF) 0(Back) 5' 15.0 25.0 Member Notes ridge beam max span location 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 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 evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASIM 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 ForteWEB Software Operator ForteWEB Software Operator Job Notes 6/23/2020 9:08:48 PM UTC Ruth Gonzales Exterior Porcha nd roof addition Gonzales Design Partners ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 (425)344-9942 GonzalesDesignPartners@hotmail.com Weyerhaeuser File Name: Ryan-Lewis Page 4/9