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� , <br /> � MEMBER REPORT „ Main Floor,;,ush Beam Screen Porch PASSED <br /> ;il F 0 R T E � 2 P;e��s� 13i4 x 11 7/8 2.OE MicrollamQ LVL <br /> Overall Length: 12'6" <br /> + 1 + <br /> 0 0 <br /> _ ; ; _ <br /> ; , <br /> , � <br /> � � <br /> ,�.6� ., <br /> � <br /> 0 0 <br /> Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ��..DQ51 n Results Actual @ Locadon Altowed Result LDF Load:Combination(Pattern) � System:Floor <br /> Member Reaction(Ibs) 5721 @ 4" 8181(5.50") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Flush Beam <br /> Shear(Ibs) 4385 @ 1'S 3/8" 7897 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) euilding Use:Residentlal <br /> Moment(Ft-Ibs) 15785 @ 5'9" 17848 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0,198 @ 6'1 1/2" 0.296 Passed(L/718) -- 1.0 D+1.0 L(All Spans) oesign Methodology:a5� <br /> �Total Load DeFl.(in) 0.439 @ 6'2 1/8" 0.592 Passed(L/323) -- 1.0 D+1.0 L(All Spans) <br /> •DeFlection criteria:LL(LJ480)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> 'I Bearing Loads to Supports(Ibs) � ��I <br /> II SuPpo� Total Available Required DPad F��r Snow Total Acr.essories �li <br /> 1-Stud wall-SPF 5.50" 5.50" 3.85' 2854 2867 525 6246 Blocking � <br /> �'2-Stud wall-SPF 5.50" 5.50"___� 3.29" 2697 2148 787 5632 Blocking_ ,� <br /> •8locking Vanels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> ..__. —___. -_.___ ..._ . <br /> � __ <br /> , Tributarv � Dead Floor Live Snow <br /> Loads �ocaaa, w�dm l �0.90� �i.00� �i.is� commenes ' <br /> �-Unlform(PSF) 0 to 5'9" 13' i 15.0 40.0 - Floor <br /> '2-Uniform(PSF) 5'9"to 12'6" 7'6" 15.0 40.0 - Floor <br /> 3-Uniform(PLF) 0 to 12'6" N/A 180.0 - - wall � <br /> 4-Uniform(PSF) 5'9"to 12'6" 2'6" 21.2 - 35.0 roof <br /> 5-Uniform(PSF) 0 to 12'6" 1' 16.2 - 35.0 roof <br /> 6-Point pb) 5'9" N/A 715 - 284 �nked from:Wdw <br /> Hdr Offce Su rt 2� <br /> Weyerhaeuser Notes (LS)$USTAINABLE fORE57RY INRIATNE <br /> 1` <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance witli Weyerhaeuser product design criteria and published design values. <br /> I Weyerhaeuser expressly dixlaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> ��(www.woodhpyy.Cnm1 Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this software.Use of this sofivare is not intended to <br /> circumvent the need for a design professional as determined by the autlwrity having jurisdiction.The designer of record,builder or franer is responsible to <br /> assure that this calculaGon is compatlble with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certilied to susWinable <br /> forestry standards. <br /> The product applicatlon,input design loads,dimensions and support information have been provided by Forte SoRware Operator <br /> ' Forte Sonware Operator Job Notes 7/10/2014 10:12:20 AM <br /> ' Ryan Frttz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> '��. Lyman Lumber company Miller Residence 195 Kinryre Lane.4te <br /> �; (952)470-4803 195 Kintyre Lane <br /> � Rvan Fritzno�vmaniumbercom Orono MN 7i9�2oia Page 18 of43 <br />