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

. all f,V if d G YY G[5 MEMBER REPORT PASSED ' Roof, BM#2 1 piece(s)4 x 10 HF No.2 Sloped Length:18' 11 13/16" ( + 4 O 12 . 101 , 2_ 41f 12 NiN Al locations are measured from the outside face of left support(or left cantilever end).Al dimensions are horizontal. Member Length:19'215/16" Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Type:Flush Beam Member Reaction(los) 1702 @ 14'3 1/2" 2126(1.50") Passed(80%) -- 1.0 D+1.0 S(Alt Spans) Building Use:Residential Shear(Ibs) 1636 @ 13'8 3/8" 3723 Passed(44%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 3693 @ 10'9 3/16" 4879 Passed(76%) 1.15 1A D+ 1.0 S(Alt Spans) Design Methodology:ASD Live Load Dell.(in) 0.281 @ 8'8 5/16" 0.791 Passed(L/675) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:10/12 Total Load Defl.(in) 0.528 @ 8'7 13/16" 1.054 Passed(L/359) - 1.0 D+1.0 S(Alt Spans) •Deflection criteria:IL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2L/180). •Birdsmouth cut has not been analyzed. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) i Supports Total Available ,Required Dead Roof Live Snow Factored Accedes i-Birdsrnouth-HF 3.50" 3.50" i 55' 689 I 556 695 1385 Blocking 2•Hanger on 91/4"HF beam 3.50" Hanger'_.._..._1.50' 779 _uve.—_. 759 949 1728 See note I •Blocking Panels are assumed to carry no loads applied directly above there and the full load s when to the.member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional Information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) Continuous Bottom Edge(Lu) End Bearing Points Connector Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger LSSR4I.OZ 1.88" N/A 22-16c1x2.5 18-t6dx2.5 1 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. r _ Dead Roof Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.35) (1.15) Comments 0-Self Weight(PLF) 0 to 14'3 1/2" N/A 8..2 '- -- 1.-Uniform(PSF) 0 to 14'7" 2' 19.5 20.0 25.0 Default Load 2 Point(Ib) 12' N/A 514 636 795 BM81 3-Point(Ib) 0 N/A 64 85 106 RF 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 protect.Accessories(Rim Board,Blocking Panels and Squash Blocks)ore 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 BR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature arid installation details refer to www.weyerhaeusercom/woodproducts/document-tibrary. The product application,input design loads,dimensions and support information have been provided by Fortewia Software Operator ForteWtB 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 claiondet?xdaeverett.com Weyerhaeuser File Name:9676 n..--el /he %