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� MEMBER REPORT Basement, Wdw Hdr Theater PASSED <br /> �� F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 11'3" <br /> . _ <br /> ,, „. „ ,.,� ,.� ,,.�h � .... » .....,. �" ..N,..... x� .,. .r�; <br /> � -__ , , ..., <br /> •:. <br /> _ . _.. p_,... .. . . � <br /> + + <br /> � � <br /> 3'6" �' 3'6" 3'6" � <br /> 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 /> Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> ��Member Reaction Qbs) 2368 @ 7'6" 3825(3.00") Passed(62%) -- 1.0 D+OJS L+OJS S(Adj Spans) htember 7ype:Header <br /> Shear(Ibs) 709 @ 8'4 3/4" 2498 Passed(28%) 1.00 1.0 D+ 1.0 L(Adj Spans) suilding Use:Residential <br /> Moment(Ft-Ibs) -750 @ 3'9" 3431 Passed(22%) 1.00 1.0 D+1.0 L(Adj Spans) �i euilding Code:[BC <br /> Live Load Defl.(in) 0.001 @ 9'S 3/8" 0.125 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) oesign Methodology:ASD <br /> Total Load DeFl.(in) 0.005 @ 9'6 1/16" 0.188_ Passed(L/999+) -- 1.0 D+OJS L+OJS S(Alt Spans) _ <br /> •DeFlection criteria:LL(LJ360)and TL(LJ240). � <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3"o/c unless detailed otherwise.Proper attachment and positioning of la[eral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> �-------___. <br /> '� Bearing Loads to Supports(Ibs) <br /> i$Upp01't5 Total Available Required Dead F��°e` Snow Toral accessw;es <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 660 135/d5 139 934/-15 None � <br /> �2-Trimmer-SPF 3.00" 3.00" 1.86" 1515 360 377 2552 None <br /> 3-Trimmer-SPF 3.00" 3.00" 1.86" 1815 360 377 2552 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 660 135/-15 139 934/-15 None <br /> � ----_..— --- --- -____ _ _-_. _____— _._-_ . <br /> Tributary Dead Ploor Live Snow . <br /> Loads �ocatoo w�dm �0.90) (i.00� �i.is� ca„�,eors <br /> I 1-Uniform(PSF) 0 to 11'3" 2' 15.0 40.0 - Floor <br /> '2-Unifortn(PLF) 0 to 11'3" N/A 350.0 - - wall <br /> �3-Uniform(PSF) 0 to 11'3" 2'6" 21.2 - 35.0 roof <br /> �W eey rhdeuser Notes �SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> IWeyerhaeuser expressly disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. <br /> ,(www.woodbyy�y.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> �cirwmvent the need for a design professional as determined by the authority having junsdiction.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 certifed to sustainable <br /> forestry standards. <br /> The produd applicadon,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> I Forte SoRware Operator .lob Notes 7/10/2014 10:1221 AM <br /> � Ryan Fr�tz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> '�, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)4701t803 195 Kinryre Lane <br /> Rxan Fnczna ivmanwmber com Orono MN 7/9/2014 Page 38 of 43 <br />