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fl F O R T E MEMBER REPORT Main Floor,Beam @ Porch PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:6'11" <br /> + 1 + <br /> 0 0 <br /> ; <br /> ! 6'3" <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 /> Design Results ncc�ai�a�owtioo anowea Feesuic LDF Load:Combination(Pattem) System:Floor <br /> Member Reaction(Ibs) 6165 @ 3" 6694(4.50") Passed(92%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Flush aeam <br /> Shear(Ibs) 6089 @ 1,2„ 6872 Passed(89%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 7635 @ 1'6" 10422 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC <br /> �Live Load DeFl.(in) 0.081 @ 3'3 3/16" 0.162 Passed(L/964) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> !Total Load Defl.(in) 0.158 @ 3'3 3/8" 0.325 Passed(L/495) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • DeFlection criteria:LL(LJ480)and TL(U240)• <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'11"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> � . <br /> i Bearing Loads to Supports(Ibs) <br /> ���$Upp01'tS Total Available Required Dead F�OOf Snow Total Accessories <br /> Live <br /> j 1-Stud wall-SPF 4.50" 4.50" 4.14" 27ll 3448 594 6759 Blocking <br /> I 2-Column-SPF 3.50" 3.50" L50" 1368 924 876 3168 None <br /> - -- -- -- - -----._ .- - ---- ----.. . - - --.... .- _ _ _. _ - -----. � <br /> • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> � Tributary Dead floor Live Snow <br /> I Loads �«abon w�arn �0.90� �i.00� �i.is� com�,cs <br /> 1-Uniform(PSF) 0 to 6'il" 1' 15.0 40.0 - Residentlal-Living Areas <br /> 2-Point(Ib) 1'6" N/A 2599 4095 - I <br /> 3-Uniform(PLF) 1'6"to 6'9" N/A 80.0 - - <br /> j 4-Uniform(PSF) 1'6°to 6'9" 8' 21.2 - 35.0 <br /> Weyerhaeuser Notes f�$USTAINABLE FORESTRY INITIA7NE <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon de[ails. <br /> .(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> I 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 /> �I assure that this calculation is wmpatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> j forestry standards. <br /> I The produd application,input design Iwds,dimensions and support information have been provided by Forte Software Operator <br /> ; Forte sottware operator .lob Notes 8/16/2013 10:08:15 AM <br /> i Justin Spreitzer �onyea Homes Forte v4.1,Design Engine:V5.7.0.245 <br /> Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te <br /> _ (952)470-4817 Orono, MN <br /> ' justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> Page 13 of 17 <br />