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��F O R T E MEMBER REPORT Main Floor, Window Header in Great Room PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length: 13'3" <br /> 0 1 1 1 1 0 <br /> 4. 4, ,. <br /> 0 0 0 0 <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 /> Design ReSuIYS Actual�Location Allowed Result LDF Load:Combination(Pattem) � System:wall <br /> Member Reaction(Ibs) 2835 @ 13'3" 3806(1.50") Passed(74%) - 1.0 D+ 1.0 L(Alt Spans) Member Type:Header <br /> Shear(Ibs) 3830 @ 5'S" 6872 Passed(56%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Use:Residential <br /> Moment(F[-Ibs) -3618 @ 4'4 1/2" 10422 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans) Buiiding Code:IBC <br /> Live Load DeFl.(in) 0.031 @ 6' 0.150 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:nS� <br /> Total Load Defl.(in) 0.043 @ 6' 0.225 Passed(L/999+) — 1.0 D+ 1.0 L(Alt Spans) <br /> - - _ _ — - ____---- <br /> • DeFlection criteria:LL(L/360)and TL(L,/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed othenvise.Proper atlachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> --.... ___. .._.._--. _ . . .__.._ ._.. <br /> Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Snow Total Accessories <br /> Live <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 1151 1030/-313 1168 3349/-313 None <br /> 2-Trimmer-SPF 6.00" 6.00" 2.93" 2771 4677 763 8211 None <br /> 3-Tnmmer-SPF 6.00" 6.00" 334" 2774 5691 -166 8465/-166 None <br /> 4-Tnmmer-SPF 1.50" 1.50" 1.50" 897 1938/-249 29 2864/-249 None <br /> __ -- ._ ___ ._--- _—_._ _.-_ _.___ -- - � <br /> Tributary Dead Ploor Live Snow � <br /> Loads Locafion w�acti �0.90� �i.00� �i.is) Comments <br /> '1-Uniform(PSF) 0 to 13'3" 8'3" 15.0 40.0 - Residential-Living Areas <br /> 2-Point(16) 2'6" N/A 591 1026 - <br /> 3-Point(Ib) 6' N/A 1673 2833 - <br /> 4-Point(16) 9'6" N/A 1673 2833 - <br /> 5-Point(Ib) 13'3" N/A 591 1026 - <br /> 6-Uniform(PLF) 0 to 2'6" N/A 80.0 - - <br /> 7-Uniform(PSF) 0 to 2'6" 20'6" 21.2 - 35.0 <br /> Weyerhaeuser Notes n��-��,� <br /> �� <br /> Weyerhaeuser warrants that the sizing 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 to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this wftware.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 product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> '�, Forte Sofhvare Operator .lob Notes 8l16/2013 10:08:14 AM <br /> Justin Spreitzer Gonyea Homes <br /> Forte v4.1,Design Engine:V5.7.0.245 <br /> ' �yma� 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 9 of 17 <br /> I _ _ _ _ — __ _ <br />