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Y � <br /> f MEMBER REPORT Second Floor, Wdw Hdr Master Sitting PASSED <br /> %�F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:8'3" <br /> ,,� 3:�. <br /> r �� -r <br /> + + <br /> O O <br /> F <br /> 2�6„ z,6� � 2�6• � <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 /> _ —__. _—------ — — — <br /> e51 n Results AcWal @ Location Allowred Result LDF Load:Gombinadon(Pattern) �� System:Wall <br /> I Member Reaction(Ibs) 761 @ 2'9" 3825(3.00") Passed(20%) -- 1.0 D+1.0 5(Adj Spans) Member 7ype:Header <br /> Shear(Ibs) 189 @ 1'10 1/4" 2872 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -193 @ 2'9" 3946 Passed(5%) 115 1.0 D+ 1.0 S(Adj Spans) I Building Code:iBC <br /> Live Load DeFl.(in) 0.000 @ 7'1/8" 0.092 Passed(I,/999+) -- 1.0 D+1.0 S(Alt Spans) �esign Methodology:a5D <br /> Total Load DeFl.(in) 0.001 @ 7'9/16" 0.138 Passed(l,/999+) -- 1.0 D+1.0 5(AI[Spans) <br /> •DeFlection criteria:LL(L/360)and TL(UZ40). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'3"o/c unless detailed otherwise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable[akulations are based on NDS 2005 methodology. <br /> ' eearing Loads to Supports(Ibs) I <br /> I$UPPOttS Total Available Required Dead Snow Total Accessories � <br /> � 1-Trimmer-SPP 1.50" 1.50" 1.50" 176 102 278 None � <br /> i 2-Trimmer-SPF 3.00" 3.00" 1.50" 4S4 277 761 None <br /> 3-Trimmer-SPF 3.00" 3.00" 1.50" 484 277 761 None <br /> �4-Trimmer-SPF 1.50" 1.50" 1.50" 176 102 278 None <br /> .._.. _.._—_.._ .. _-1 <br /> � Tributary Dead Snow .. <br /> Loads Location Width (0.90) (1.15) Commenis <br /> 1-Unlform(PSF) 0 to 8'3" Y 6" 2L2 35.0 roof <br /> 2-Uniform(PLF) 0 to S'3" N/A 100.0 - gable <br /> Weyerhaeuser Notes f} SUSTAINABIE FORESTRY INITIATNE <br /> �Weyerhaeuser warrants that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> IWeyerhaeuser eupressly disclaims any o[her warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. <br /> ��(r�ww.woodbyy�y.mml Accessories(Rim Board,Blocking Panels and Squash Blxks)are not designed by this software.Use of this software is not intended to <br /> Icircumvent 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator <br /> � Forte Software Operaror Job Notes 7/10J2014 10:12:19 AM <br /> � Ryan Fricz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> ' Lyman Lumber company Miiler Residence 195 Kintyre Lane.4te <br /> # (952)470-4803 195 Klntyre Lane <br /> '�. Rvan Fritz(alvmanlumber.com Orono,MN 7/9/2014 Page 2 of 43 <br /> �. ..._. .._.. ..._. . ..... ..... ..._. ..... ..... .._. .__. <br />