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� MEMBER REPORT Basement,PatioDoorHdrPoolRm PASSED <br /> il�F O R T E 2 piece(s) 13/4"x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:9'6" <br /> � <br /> x:�'"a�.a� Y � <br /> � "r"�� x <br /> + } <br /> O Q <br /> � 9' <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 /> _-- ---_ ____. __—_—_ _ — — <br /> - ----.— <br /> i Desi n Results AcWal @ Location auowea Resuit �oF Load:Combination(Pattem) System:Wall <br /> Member Reaction Qbs) 2867 @ 1 1/2" 7613(3.00") Passed(38%) -- 1.0 D+0.75 L+OJS S(All Spans) Member Type:Header <br /> Shear Qbs) 2069 @ 1'1/2" 6872 Passed(30%) 1.00 1.0 D+lA L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 5967 @ 4'9" 10422 Passed(57%) 1.00 1.0 D+lA L(All Spans) Building Code:isC <br /> Live Load Defl.(in) 0.059 @ 4'9" 0.308 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) �esign Methodoiogy:ASD <br /> Total Load DeFl.(in) 0.285 @ 4'9"_ 0.463 Passed(L/389) -- 1.0 D+0.75 L+OJS S(All Spans) <br /> •Deflection criteria:LL(tJ360)and TL(LJ240). � <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ..... _.. --- - --.—_.—__ .__ .—_—.._ . ._...__. __ ..— -� — — -- -- —..—_- .— ._ __. ._ .-... � <br /> Bearing Loads to Supports(Ibs) <br /> Supports Total Arailable Required Dead Floor Snow Total Accessories <br /> Live <br /> 1-Trimmer-SPF 3.00" 3.00" L50" 2270 380 416 3066 None <br /> 2-Trimmer-SPF 3.00" 3.00" 150" 2270 380 416 3066 None <br /> . ..__...____— ___ . _.. _.--. ..- ..__.. ____ _.---- —-��------__--- ----� <br /> Tributary Dead Ploor Live Snow i <br /> !Loads �o�c;o„ w�art� �0.90� �i.00� �i.is> comrr�e�ts <br /> '1-Uniform(PSF) 0 to 9'6" 2' 15.0 40.0 - floor <br /> 2-Uniform(PLF) 0 to 9'6" N/A 400.0 - - wall <br /> .3-Uniform(PSF) 0 ta 9'6" 2'6" 15.0 - 35.0 roof � <br /> Weyerhaeuser Notes n SUSTAINABIE fORES7RY INITIATIYE <br /> l <br /> �� Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodb�yy.c�ml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> ! Forte Software Operetor dob Notes 7/10/2014 10:12:21 AM <br /> , Ryan Fri�z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> � Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> ' (952)470-4803 195 Klntyre Lane <br /> � Ryan Fntz;a�ivmanlumber com Orono,MN 7/9/20�4 Page 37 of 43 <br /> i <br />