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�/I F O R T E � MEMBER REPORT Main Floor,Drop Beam Screen Porch left PASSED <br /> 2 piece(s) 1 3/4"x 9 1/2" 2.OE MicrollamQ LVL <br /> Overall Length: 13'3'° <br /> ��, .Y,` - "'�s - "-r,. <br /> �� ,.>'+ <br /> + } <br /> a o <br /> � <br /> ... �3, <br /> � � <br /> Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> — —. -- -- _— - -- <br /> Desi n Results Actual�Location aiowea Feesuit LDF Load:Combination(Pattem} � System:Floor <br /> Member Readion Qbs) 2650 @ 1 1/2" 7613(3.00") Passed(35%) -- 1.0 D+ 1.0 S(All Spans) Member Type:orop Beam <br /> Shear Qbs) 2227 @ 1'1/2" 7265 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 8312 @ 6'6 1/4" 13541 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) suiiding Code:tBC <br /> Live Load DeFl.(in) 0.346 @ 6'6 1/4" 0.426 Passed(L/444) -- 1.0 D+1.0 S(All Spans) Design Methodology:,45D <br /> Total Load DeFl.(in) 0.518 @ 6'6 1/4" __0.640 Passed(L/296) -- 1.0 D+1.0 S(All Spans)__ _� <br /> •DeFlection criteria:LL(L,/360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed otherwise.Proper atmchment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> - -- —_____ _. ._. _..---- . ---� -— -- ....----- __.— __-- <br /> ISupports rorai Arailable Required oeaa ds s��(Irorai accessor�es II <br /> �1-Trimmer-SPF 3.00" 3.00" 1.50" 881 ll69 2650 None <br /> 2-Column-SPF 5.50" 5.50" 1.50" 909 1825 2734 Blocking <br /> —. — -- --- —_._.__.... --- ------- - --- <br /> •Blocking Panels are assumed to carry no loads applied diredly above them and the full load is applied to the member being designed. <br /> . ..___._.— . __. _. _— ---_._... _—_ .__..__� <br /> � 7ributarv Dead Snow <br /> '�L00(15 Location Width (0.90) (1.15) Comments I <br /> �-Uniform(PSF) 0 to 13'3" 7'9" 16.2 35.0 roof � <br /> --_._--._ _. --�— -- /� <br /> I WQYQ�I10eU5e1'NOY25 � � (1�SUSTAINABLE fORESTRY WRIATNE <br /> l <br /> I Weyerhaeuser warrantr that the sizing of itr products will be in accordance wifh Weyerhaeuser product design criteria and published design values. <br /> �Weyerhaeuser expressty disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installation details. <br /> �(www.woodbpdy.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 compatlble with the overall project.Products manulactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> �forestry standards. <br /> �The product application,input design loads,dimensions and wpport information have been provided by Forte Software Operator <br /> Forte Somvare Operator ,lob Notes 7/1012014 10:12:20 AM <br /> ' Ryan Fncz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470�803 195 Kintyre Lane <br /> Rvan Fritz@lymanlum6er com Orono.MN 7/9/2014 P8g@ 16 Of 43 <br />