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• �F O R T E ° MEMBER REPORT LowerLevel,Beamatdeck-right PASSED <br /> i piece(s) 5 1/4"x ii 7/8" 2.OE Parallamp Plus PSL SL2- Moist Use(16% < MC <_ <br /> 28%) <br /> Overall Length:24'S 3/4" <br /> + + <br /> o `� o <br /> _ � �a �� _ <br /> � �� �� <br /> , �, �� <br /> � �, �� <br /> � �� �� <br /> � 11'3' � 11.3• �e•l <br /> .�-,�' <br /> � � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> �1 11�� , , �ct+q11�Locitltlu� ; , AMOwOd R� 'IAF i.O�:�aK�ial►, :_ � ) , System:Floor <br /> Member Reaction(Ibs) 4149 @ il'8 1/2" 30612(5.50") Passed(39%) -- 1.0 D+1.0 L(Adj SpanS) Member Type:Drop Beam <br /> Shear(Ibs) 1731 @ 12'11 1/8" 8196 Passed(21%) 1.00 1.0 D+1.0 L(Adj SpanS) Building Use:Residential <br /> Moment(Ft-Ibs) -4832 @ 11'8 1/2" 18808 Passed(26%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IeC <br /> Live Load Defl.(in) 0.067 @ 17'10 1/2" 0390 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) Design Methalology:aSD <br /> Total Load Defl.(in) 0.100 @ 17'li 13/16" 0.585 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) <br /> • Defledion criteria:LL(L/360)and TL(1J240). <br /> •Overhang deFlection criteria:LL(2L/360)and TL(2L/240)• <br /> • Bracing(Lu):All campression edges(top and boUom)must be braced at 24'S 3/4"o/c unless detailed otherwise.Proper attachmeM and positloning of lateral <br /> bracing is required to achieve member stabili[y. <br /> � . Hi�rMY ' � �'' �.O�S��bSYPP�'1FZ�I' � � � <br /> �hP!�� ' .Tohl J1tr�eble itequired �Dlmd ;"�� TioW ` -ACpesrOr;R�",, _ : <br /> 1-Column-SPF 2.75" 2.75" 1.50" 335 1091/-156 1426/-156 Bbcldng <br /> 2-Column-SPF 5.50" 5.50" 2.15" 1089 3060 4149 Blocking <br /> 3-Column-SPF 5.50" 5.50" 1.50" 415 1311 1726 Blocking <br /> •Blocking Panels are assumed to carry no loads applied direcdy above them and the full load is applied to the member being designed. <br /> Ttibutary Dead 'Fbor Lhe` <br /> LWdS Laeafion YYiMh (0.90) (1�00). Conrn� <br /> 1-Unrform(PSF) 0 to 24'S 3/4" 5'3" 10.0 40.0 Detk load <br /> W��1'I18@USBr NOtiES �.,. � . :. . ..�.. ...� , �. : .: �.. : .: ` (Zj)$USTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warcar�tr that the sizing of its products will be in attordance with Weyerhaeuser product design criteria and published design values. �' <br /> Weyerhaeuser expressty disclaims any other warrdntles related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to <br /> drcumvent the need fa a design professional as determined by the authority having jurisdictlon.The designer of record,bu0der or framer(s responsible to <br /> assure that this calculaUon is wmpatlble wRh the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to susWinade <br /> forestry standards. <br /> The product application,input design loads,dimensions and support informadon have been provided by Plan date:06/OS/2015 <br /> Forte sottware Operator Job Notes 8/6/2015 9:12:35 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> I john nelsen@lymanlumber.com azoszs oeios�2ois Page 41 of 43 <br /> L— —----- ---- --- ---- ---_ _ ------- -- — -- <br />