3527 SHORE AVE 2025-04-17 - Laserfiche WebLink

P.'r1E EBI It REPORT PASSED Roof, RB-01 5.3.22 1 piece(s)5 1/2"x 18"24F-V4 DF Glulam Overall Length:30'9" 0 0 i ` 28'9` 1' a o 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(Ibs) 6347 @ 1'2 3/4" 12856(5.50") Passed(490/o) -- 1.0 D+1.0 S(Adj Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 5126 @ 2'11 1/2" 20114 Passed(25%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2018 Pos Moment(Ft-Ibs) 41065©15'4 1/2" 63238 Passed(65%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Neg Moment(Ft-Ibs) -312©1'2 3/4" 52656 Passed(1%) 1.15 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Live Load Defl.(in) 0.783 @ 15'4 1/2" 0.943 Passed(L/434) -- 1.0 D+1.0 S(Alt Spans) Total Load Defl.(in) 1.228 @ 15'4 1/2" 1.415 Passed(L/276) -- 1.0 D+1.0 S(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume factor of 0.93 that was calculated using length L=28'2 5/8". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=1'3 3/8". •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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead - Snow Total Accessories 1-Stud wall-SPF 5.50" 5.50" 2.72" 2307 4039 6346 Blocking 2-Stud wall-SPF 5.50" 5.50" 2.72" 2307 4039 6346 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 30'9"o/c Bottom Edge(Lu) 30'9"o/c "Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 30'9" N/A 24.1 -- 1-Uniform(PSF) 0 to 30'9"(Front) 10'6" 12.0 25.0 Default Load 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 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 ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/3/2022 7:35:21 PM UTC Kelsi Bonner BTL Engineering ForteWEB v3.2,Engine:V8.2.0.17,Data:V8.1.0.16 (931)581-9272 kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett R2.2 Page 1/1