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• �,F 0 R T E � MEMBER REPORT LowerLevel,Beam above bump out PASSED <br /> 4 piece(s) 13/4" x 18" 2.OE Microllamp LVL <br /> Overall Length:19' <br /> + + <br /> 0 0 <br /> ��' 19. ` � <br /> 0 Q <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> D RE�iU1lS Jk�uaLO Iao�ion Aflorvad x : RepA!_ IAF,.- t;�id:�OmWo�liow'�) System:Floor <br /> Member Reaction(Ibs) 17994 @ 18'8" 27913(5.50") Passed(64°k) -- 1.0 D+0.75 L+0.75 S(All Spans) Member rype:Flusn eeam <br /> Shear(Ibs) 10652 @ 17'1/2" 23940 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Buildinq use:Residerroal <br /> Moment(Ft-Ibs) 48501 @ 9'9 3/4" 77506 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) euilding Cade:IBC <br /> Live Load DeFl.(in) 0.338 @ 9'7 1/8" 0.458 Passed(U650) -- 1.0 D+1.0 L(All Spans) Design Metl,odoiogy:a.SD <br /> Total Load DeFl.(in) 0.480 @ 9'7 1/8" 0.917 Passed(U458) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectan criteria:LL(U480)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 14'6 15/16"o/c unless detailed otherwise.Proper attachment and positioning of <br /> lateral bracing is required to achieve member stabiliry. <br /> � �, , ��W. f��: � �_ . , . �����) . , � <br /> 5�1��; ldtal- #valiatk Ite9uked- .�p�tl, SYIOW �IDtsl � �coOaDNes . <br /> 1-Column-SPF 5.50" 5.50" 3.19" 6376 7462 5653 19491 None <br /> 2-Column-SPF 5.50" 5.50" 3.55" 6987 9022 5653 21662 None <br /> Tribuhry Dead Fbot 1,fire> ' SnoW <br /> L08d5 Wqtlon, Wldtl� (0.90) ;' (L00)' (115j Conrneqts <br /> 1-Uniform(PSF) � 0 to 19' 19' 15.0 40.0 - Main level floor load � <br /> 2-Point(ib) 16'6" N/A gpl zpqq _ Linked from:FGT 1, <br /> Su R 2 <br /> 3-Point(Ib) 0 N/A 3243 - 5653 �nked from:GT 1, <br /> s„ rt i <br /> 4-Point(Ib) 19' N/A 3243 - 5653 �nked from:GT 1, <br /> su rt z <br /> WeyelfiaeuSer NobBs , ; ' �SUSTAINABIE FORESTRY INRIATIVf <br /> Weyerhaeuser warrards that the sizirg of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer W current Weyerhaeuser Ifterature for insWllation detafls. <br /> (www.woodbywy.com)Acceswries(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not iMended to <br /> circumveM the need fw a design professional as determined by the authority having jwisdiction.The designer of record,builder or framer is responsible to <br /> aswre that this wlwlatlon is compadble with the overall proJect.Productr manufactured at Weyerhaeuser facilitles are third-party certified to sustainade <br /> forestry Standards. <br /> The product applicadon,input design loads,dimensions and support infortnadon have been provided by Plan date:06/OS/2015 <br /> Forte Sokware Operator Job Notes 8/6/2015 9:12:34 AM <br /> John Nelsen <br /> Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> I �ymar,��mber 25fi0 Kelly Ave 2560 Kelly Ave Excelsror MN.4te <br /> I (952)470-0803 Excelsior MN <br /> i john_nelsen(a�lymanlumber.com #20529 08/05/2015 P8g@�$9 Of 43 <br /> �.. ____.._ ._-_--�--.—..—__.__.—._— ---.__._._... _-------._-- —.._—... ___.._- .� <br />