9502 18TH AVE W UNIT R 2025-08-20

I ' V kit L e MEMBER REPORT PA,Stel) Upper Level,UB-10(Elev 8.) 1 pieae(s)51/2"x 22 1/2"24F-V4 DF Glulam Overall Length:20'5 1/2' 0 4 -- — 0 r if 19'6" 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimextslons are horizontal. Design Re utt8 mew 0waver Atoned hawk Ulf table CamWaetloe(benne) System:Hour Member Reaction Obs) , 12491 @ 20'1 1/2" 19663(5.501 Passed(64%) - LO D+1.0 L(AII Spans) Member Type:mush seam Budding Use:Residential Shear(Its) 10882 @ 2'4 1/2" 21863 Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC 201E Pas Moment(Ft-lbs) 77756 @ 10' 87027 'Passed(89%) 1.00 L0 D+LO L(Ali Spans) Design Methodology:ASb Live bad Deft.(in) I 0.341 @ 10'31/8' 0.494 I Passed(1/695) - LO D+1,01(All Spans) I Total Load Del(In) I 0.540 @ 10'2 5/8" , 0.988 -1 Passed(L/439) - 11.0 D+1,0 L(All Spans) 1 •Deflection aiteria:LL(L/480)and 7L(L/240). •Critical positive moment adjusted by a volume fader of 0.94 that was Calculated using length L=19'9". •The effects of positive or negative camber have not been accounted for when me:elating deflection. •The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Irssrall with proper side up as Indicated by the manufacturer. .Rppicabfe mlailatiarss are based on NDS. Neale Length iamb to Swans Me) Supports Taut AueOerN RequIrel need Meer the item . floss Aectliolltltat 1-Column-if 6.00" 6.00" 3.55' 5017 7692 1522 14231 Bloddnp 2-Column-I* 5.50" 5.50" 3.49" 4659 7832 , 606 13097 None •Blocking Panels are assumed to any no foods belled directly above them end the full bad is applied to the member being daeigrie. La-erel Bradeg Drams tntwvate Casoelts Top Edge(Lu) Continuous Bottom Edge(W) Continuous - bead Martha tram Vertical Loads Mallon(ilda) Telliseteryleldno (OMB) (Lan) I(1.3N) Carnanres 0-Self Wright(PO) 0 to 20'S 1/2" N/A 30.1 - - 1-Uniform(PSF) 0 to 20'51R"crop) 8' 10.0 - - Wall Trlb 2-Unlfarm(PSF) 0 to 20'51/2°(Top) 2' 12.0 40.0 - Poor Trlb 3-Uniform(PSF) 0 to 6'(Top) 10' 12.0 25.0 - Truss Tllb 4-Uniform(PSF) 6'ins 19'3"(Top) 17 12.0 25.0 - Truss TM 5-Uniform(PSF) 0 to 20'5 1/2"(Top) 5' 12.0 25.0 • Law Roof 6•Poart(lb) G(TAP) N/A 1022 - 212B Girder Truss 7-Point(lb) 10'(Back) N/A 1260 4198 - UB-18 MN Weyerhaeuser Notes - - weyerhaeuser warrants that the sizing of its products will be In accordance YAM Weyerhaeuser product design a iberla and published design values..Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to ckcumvent the need fora design professional as determined by the authority having jurlsdkiion.The designer of record,builder or framer is responsible to assure that this mtculadon is compatible with the overall project.Accessories(Rim Board,Btoddng Panels end Squash Blades)are not designed by Ws software.Produds manufactured at Weyerhaeuser Wales are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by 1C-ES under evaluation reports ESR-1153 and ES3-13B7 and/or tested in accordance with applicable ASTM standards.For arrent code evaluation reports,Weyerhaeuser product literature and insbNlatbn details refer to www.weyerhaeuser.com/woodpreducts/doorment4ibrary. The product application,Input design Leads,dimensions and support information have been provided by ForteWES Software Operator i'teWEBBeRwaeoperetor 1obMoeas _ 6/21/2022 5:44:17 PM UTC R-yan Hartman Bit_Engineering " ForteWEB v3,2,Engine:V8.2.0.17,Data:V8.1.0.16 1(425)814-8448 tee ryan.hartmenlpbtene.net Wayerhaeaur File Name:Hudson C/D 2X framing I u t'l P -4•3