2508 GRAND AVE 2025-09-30 - Laserfiche WebLink

;;;�FORTEWEB MEMBER REPORT PASSED Residence Upper Floor,UB-01 1 piece(s)3 1/2"x 7 1/2"24F-V4 DF Glulam Overall Length:T a" 0 a 6" o a Al locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal, Design Rewlt5 Actual*Lacatiwr .' ':. Allowed..'.... Resalt LDF.: Load:Combination(aatEem) :::.:. .:....: System:Wall Member Reaction(Ibs) 2233 @ 0 3413(1.501) Passed(654,,) - 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 18010 9" 4638 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Pas Moment(Ft-Ibs) 4327 @ 3'10 1/2" 6563 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0,117 @ 3'10 I/2" 0.258 Passed(1-/793) -- 1.0 D+1.0 L(All Spans) Total Load Deft,(in) 0.2110 3'10 1/2" 0.387 Passed(L/440) -- 1.0 D+1.0 L(All Spans) •Defection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L=7 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. :. BeOArp'.Let►9th .. Loads to Supports(Ibs) Supports Total' MvaiCabk ;Required Dead floor Live `Snoir;.' :.7ota1 Aocessodes 1-Trimmer-SPF 1.50" 1.50" 1.50" 993 1240 194 2427 None 2-Trimmer-SPF 1.50" 1.50" 1.S0" 993 1240 194 M27 None Lateral Bracin Bracing Top Edge(Lu) 7'g•a/c Bottom Edge(Lu) 7'9"o% -Maximum allowable bracing intervals based on applied bad. . .....,. �.Dead::.;- Fioorl.lre'.. :�� :5irow :::. :.. Vertical toads Locatiort .. Trilwtary Width �ti.9tij (i.00) (Lid .:. CoinnKnts..'..... 0-Self Weight(PLF) 0 to 7'9 N/A 6.4 - - 1-Uniform(PS17 0 to T 9" 2' :5.0 - 2S.0 ROOF 2-Uniform(PLF) 0 to 7 9" N/A 150.0 WALLS 3-Uniform(P5F) 0 to T 9" 2' 15.0 40.0 FLOOR 4-Unifonm(PSF) 0 to 7'9" 4' 10.0 6C.0 DECK We erhae iser Notes Weyerhaeuser warrants that the sizing of its products win 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-FS 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.comlwoodproducts/docLirnent-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWES Software operator Job Notes Tyler Wandschneider 11/8/2023 6:48:26 PM UTC BTL Engineering ForteWEB v3.6,Engine:V8.3.1.5,^^''"110 1 A ' (425)814.8448 U?.1 tyler.wandschneider@bteng.net File Barrie: Linton Ref Page 2/4