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

�,r r-•la T-T.- e117S. 'MI I V 11 I IL. Yil.1:/ MEMBER REPORT t` . :SEU Upper Level,UB-10(ElevAi 1 piece(s)5 1/2'x 16"24F-V4 OF Glulam tt4:Alf 4 Overall Length:21:1'5 1/2' O 0- • • 19'6" El z All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. —— 'INm 'Deal n Results *quid A><aaaliias Attr;wd l tht% dr Ceai6Ytatioa(Paq�eg) :Roar Membe-Type:Rush Beam Member Reach n OW 7040 @ 20'1 1/2" 19663(5.50") I Passed(36%) - 1.0 D+LO L(All Spans) Building use:Residential Shear MS) 6338 D Y 17490 i Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 POs Moment(Ft-Ibs)) 47838 D 10' 56967 I Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASP Live Load Deli.(in) 0.388 g 10'21/2" 0.494 I Passed(L/611) 1.0 D+1.0 L(Al Spans) Total Load Defl.(in) 0.620 @ 10'2 9/16` 0.988 (Passed(L/383) 1.0 D+1.0 L.(AII Spans) •Deflection atria;U.(U4110)and It(L/24 0). •Allowed moment does not reflect the adjustment for the beam stability factmr. •Critical positive moment adjusted by a volume factor of 0-96 that was calculated using length L=19'9". •The effects of positive or negative.amber have not been accounted for when olculating deflection •The specified giulam Is assumed to have t strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. •Applicable calculations are based on NDS. SuPPorts Ta I asodlablal llagWred I !mail fluor On, Sup. Tao Aaoareaalas I 1-Cohann-19F 6.00' 6 00" 2.01" 2943 4253 I 769 7965 'Bloddng 2-Column-If 550' 5.50' 1.97' I 2901 4139 .I 765 J 7605 None i Blcddny Panels areaasmrned to carry no loads applied dirediyabbvetti no aidthe-lug load is-apflled to the member being designed. Bagdad Imannab Ll..aailts 1.11teral Ll�ednp -- - __ Top Edge(u) zo,6"We Bottom Edge(Lu) 20'6"o/c i •Mardmum allowable bracing trtervats based an applied load. Not Ploanalha *wit Velinkilill Loads toasts(fide) 1 hSiNrrrltMlY (0.00) (i400) (245) coslaanls 0-Self Weight(PLF) 1 0 to 2E151/2" I WA 24.1 - •- — 1-Urilarn(PSF) 0 to 2U 51/2'(Top) I 8' 10.0 - - - Wall Tdb 2-Uniform(PSF) 0 to 20'S 1/2"(Top) 2 12.0 40.0 - Floor Trlb 3-Uniform(SF) 0 m 20's 1./2"(Top). . s 12.0 25.0 i - Low Roof 14-Point(b) 10'(Top) I N/A 1260 —— 4198 UB•18 MN5-Uniform(PSF) 0 to 20'51/2'(Font) it 3" 12.0 - 25.0 HIGH ROOF r WeyerhaeuserNdba4 —_.a Weirertroeusef;rana that the sting pf Its products:We be in accordance with Weyerhaeuser product design criteria and PiMdsad design viten.weyerheeuser a ipiesity disclaims any other warrarrdes related to the soRware.Use of this software is not Intended to circumvent the need fora design professional as determined by the authority having jwlsdldlon The ifsIgrrer of record,builder or framer is responsiala to asciuethettliis®tcutatbn is compatible with the o✓era9 project.Accessories(Rim Board,.Obddng Panels and Squash Blocks)are not designed by Oils software-Products manufactured at Weyerhaeuser fad&M:S are Blind-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have teen evaluated by IDC F.5 under evaluation reports ESR-1153 and ESA-1367 arid/or testied In coca dance with applicable ASTM standards.For current code evaluntlrn reports,Weyetliaeusef product literature and Installation details refer to 1 www.vieyeihae .cam/woodproduc /400rnent•library. i.The product application,Input design loads,dimensions and support Infamy/Jon have beos.p(ovtdigtby FortaWEB Software°Pemb r FotteWea software operator [Job Naas I 6/21/2022 5:41:1B PM UTC Ryanliarbnan FOIteWEBI3.2,Engine:V8.2.0.17,Data:VB.lA.i6 8IL Engineering (425)814-844eA File Name:Hudson C/D 2x framing cyan hartman@btieng net WeyerhaeuserU2,