3527 SHORE AVE 2025-04-17 - Laserfiche WebLink

' � ) MEMBER REPORT PASSED Floor,UB-03 1 piece(s)5 1/2"x 16 1/2"24F-V4 DF Glulam Overall Length:21' ir if s 1 ih , 21' 0 LU All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual(0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 7297 @ 4" 15194(4.25") Passed(48%) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 6456 @ 1'10" 18437 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 Pos Moment(Ft-Ibs) 44135 @ 10'3 7/8" 55387 Passed(80%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Def.(in) 0.490 @ 10'5 5/8" 0.508 Passed(L/498) -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(in) 0.854 @ 10'5 3/4" 1.017 Passed(L/286) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume factor of 0.96 that was calculated using length L=20'4". •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(lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Column-DF 5.50" 4.25" 2.04" 3115 2885 2755 8755 1 1/4"Rim Board 2-Beam-GLB 5.50" 5.50" 1.94" 3033 2461 2755 8249 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •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) 20'11"o/c Bottom Edge(Lu) 20'11"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 1 1/4"to 21' N/A 22.1 -- 1-Uniform(PSF) 0 to 21'(Front) 1' 12.0 40.0 - Floor 2-Uniform(PSF) 0 to 5'10"(Front) 4'9" 12.0 60.0 - Deck 3-Uniform(PSF) 5'10"to 21'(Front) 3'1 1/2" 12.0 60.0 - Deck 4-Uniform(PLF) 0 to 21'(Front) N/A 90.0 - - Wall 5-Uniform(PSF) 0 to 21'(Front) 2' 12.0 - 25.0 Roof 6-Point(Ib) 8'9"(Front) N/A 1070 - 2230 RB-04 7-Point(Ib) 12'3"(Front) N/A 1070 - 2230 RB-04 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 lob Notes 5/5/2022 11:30:59 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 U2.8 Page 4/8