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

.1 41i mire 1 G VV C6 MEMBER REPORT PASSED Upper Level,BM#17 12-5-22 1 piece(s)3 1/2"x 13 1/2"24F-V4 DF Glulam Overall Length: 17' 1" 0 4 1 i 0 16'6" t 0 CI All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual ii Location Allowed Result WE Load:Combination(Pattern) System:Wet Member Reaction(Ibs) 5150 @ 2" 7963(3.50") Passed(65%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Budding Use:Residential Shear(Ibs) 4335 @ 1'5" 9600 Passed(45%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 Pos Moment(Ft-Ibs) 19338 @ 9'3 11/16" 20115 Passed(96%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO Live Load DeFl.(in) 0.404 @ 8'7 1/16" 0.558 Passed(L/497) -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load DeFl.(in) 0.783 @ 8'7 1/8" 0.837 Passed(L/257) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •A 17J%decrease in the moment capacity has been added to account for lateral stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=16'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer, •Applicable calculations are based on NDS. e Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Root Live Snow Factored Accessories 1-Trimmer-HF 3.50" 3.50" 2.26" 2494 854 2125 2656 .5150 None 2•Trimmer-HF 3.50" 3.50" 2.25" 24/0 854 2112 2640 5110 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) End Bear rig Points Bottom Edge(Lu) End Bearing Points Dead Floor Live Roof Ltve Snow Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:L25) (1.15) Comments 0-Self Weight(PLF) 0 to 17'1" N/A 11.5 -- -- -- 1-Uniform(PSI') 0 to 17'1" 2'6" 12.0 40.0 - - FLR 2-Uniform(PSF) 0 to 4' 12' 19.5 - 20.0 25.0 RF - 3-Point(lb) 4' N/A 689 - 556 695 BM#2 _ 4-Uniform(PSF) 4'to 11'6" 5'6" 15.3 - 20.0 25.0 RF u __ 11'6" N/A 689 _-_�_ 556 695 -5-Point(lb) BM#2 ___,6-Uniform(PSF) 11'6"to 17'1" 12' 19.5 - 20.0 25.0 I 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 he 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 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.weyerhaeusercom/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 12/5/2022 8:56:12 PM UTC Chris Lalonde Structural Design Associates ForteWEB v3.4, Engine:V8.2.2.122, Data:V8.1.3.0 (425)339-0293 A, File Name: 9676 dalondet6sdaeverett.com l c1 rrhaeuser