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Q1FOKTh MW MEMBER REPORT PASSED <br />Upper Level, UB-10 (Etev B ) <br />1 pilm(s) 5 1/2' x 22 11 r 24F-V4 DF Glulam <br />Qverall Length: 20' 5 1/2" <br />0 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />DeOp ReWhs <br />ACdNd A 1bCfloa <br />A9ored <br />Vault <br />1DF <br />Lmd: Cuoubhugm iPaltse) <br />(Ibs) <br />12491 @ 29 1 1/2" <br />19663 (5.50") <br />Passed (64%) <br />- <br />1.0 D + 1.0 L (AII Spans) <br />) <br />10882 @ 2' 4 i/2°21863 <br />Passed (50%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />iMembierReacton <br />nt (R-lbs) <br />77756 @ 1V <br />87077 <br />Passed (89%) <br />1.00 <br />lA D + 1.0 L (All Spans) <br />Dell. (in) <br />0.341 @ 10'31J8" <br />0.494 <br />Passed (L645) <br />— <br />1D D + 1.0 L All S ans) <br />Defl. (In) <br />0.540 @ 10' 2 5/8" <br />0,980 <br />Passed (L/439) <br />I - <br />1.0 D + 1,0 L (All Spans <br />• Deflection criteria: LL (L/48u) and I L L14LWJ. <br />• Cnbical pod&e moment adjusted by a volume faebor of 0.94 that was calculated us'cng length L = 15 9". <br />• The effects of positive or negative camber have not been accounted for when mlailadng deflecbm <br />• 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. <br />Applicable calculations are based on NDS. <br />s <br />supports <br />eed'lnD t�h <br />L�dlp�o fuppur� Imc) <br />� lrioov Lill t3troo Td�i <br />Told <br />AVOW03 s <br />Ill�tr4d <br />1- Column - HF <br />6.00" <br />6.00" <br />3.55, <br />5017 <br />7692 <br />1522 <br />14231 Biodidng <br />2 - Column - HF <br />5.50" <br />5.50" <br />3.49" <br />4659 <br />7832 <br />606 <br />13097 None <br />• uJamng i'anet5 are a --- - w+i r ... — w•r•.......•-- 1 ---•- _._... _- _- . _.. <br />t <br />l Brady{ BracingLRfrvals Coatmlel►b (Lu) Continuous <br />Bottom Edge (Lu) Continuous <br />VeMcallL ode <br />toead9onlj &) <br />Tdk"wk t <br />pact <br />(0-90) <br />Fbw Lin ` <br />Ls•oo) <br />OHM <br />(i» <br />coeutnena <br />D - Sett Weight (PLF) <br />0 to 20' 5 1,12, <br />N/A <br />30.1 <br />I _ Unftrm (PSF) <br />0 to 20' 5 112" (Top) <br />8' <br />1D.0 <br />Wall Trib <br />2 - Unfform (PSF) <br />D 14 20' 51/2" (fop) <br />2' <br />12.0 <br />40.0 <br />RoorTrib <br />3 - Uniform TSt-7 <br />0 to 6' (Top) <br />lD. <br />12.0 <br />25,0 <br />TrussTdb <br />4- Undonn (PSF) <br />6' bo 19' 3" (Top) <br />17' <br />12.0 <br />25.0 <br />TrussTNb <br />5 -Uniform (PSF) <br />0 to 20' 5 112" (Top) <br />5 <br />ILO <br />25.0 <br />Low Roof <br />6 - Point (lb) <br />6' (fop) <br />N/A <br />1022 <br />- <br />2128 <br />Girder Truss <br />7 - Point (lb) <br />10, (Back) <br />N/A <br />1260 <br />4i98 <br />UB-18 RYfN <br />System : Floor <br />Member Type: Fkah Beam <br />Building Use : Residential <br />Building Cade : IBC 2018 <br />Design Methodology : ASD <br />w haf oor rio3 s <br />Weyerhaeuser warranti3 that the sizing of its products will be In accordance with Weyerhaeuw, product design aft ria and published design values. Weyerhaeuser e:grreSSly diWalms arty other warranties <br />related to tho software; Useofthis software is not W"pdW to d*sumvcatt: the ncod for a design prafessldnaf AS determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calcutatfa+ Is compatible with the 6vemn project Accessories (Rim Board, Bbddng Panels and Squash Stocks) are not designed by this software. Products manufactured at '. <br />Weyerhaeuser fad8lies are third -party eefed to a O noble forestry stwards. Weyerha wiser ENIneered Lumber Products have been evaluated by iCC-ES under evaluatim repdrls M-110 and M-1387 <br />and/or tested In accordance with applicable ASiM standards, For -current code evaluation repoits, Weyerhaeuser product literature and frutailabon details refer to <br />v,ww.weyerhaeuser.mm(wuodproducWdoarment-lib: cry, <br />The product application, Input design loads, dimensions and support Information have been provided by T•orleWEB Software Operator <br />ForbeyER sotharare operator 3ab Notes 6/21/2022 5:44:17 PM UTC <br />Ryan Hartman ForteWEB v3.2, Engine: V8.2,0,17, Dais: V8.1,0.16 <br />E ,SR Engineering <br />(425) 8144448 File Name: Hudson C/D 2x framing <br />ryan.hartman@bbdng.net E Weyerhaeuser ! l' y t—I <br />