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� � � <br /> � MEMBER REPORT Main Floor, Wdw Hdr S ort Court rear PASSED <br /> .1FORTE � P <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'3" <br /> °�'�i: M.,,'.;:�. .�"�' "a`-�.' ::<:- <br /> �-.... __-.;�_,._ .x .,..: . . '. � <br /> ._... _. _��__e _... . .:y. ..�,..,_" ,.r�� .'�� t=_ _._. <br /> + + <br /> O O <br /> d <br /> i 3, <br /> � � <br /> All locations are measured from the outside face of leh support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> - _ _ .— __ -- --- — --- --_— <br /> Desi n Results Actual @ Location Allowed ResuR LDF Load:Combination(Pattem) � System:Wall <br /> Member Reaction(Ibs) 557 @ 0 1913(1.50") Passed(29%) - 1.0 D+ 1.0 5(All Spans) Member Type:Header <br /> Shear Qbs) 250 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> ,Moment(Ft-Ibs) 452 @ 1'7 1/2" 3946 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) euilding Code:IBC <br /> �Live Load Defl.(in) 0.001 @ 1'7 1/2" 0.108 Passed(L/999+) - 1.0 D+1.0 S(All Spans) oesign Memodo�ogy:ASD <br /> Total Load Defl.(in) 0.003 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+ 1.0 S(AIl Spans) <br /> — _..— — - <br /> •DeFlection criteria:LL(U360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required[o achieve member slability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> . _._. .--_-- —�- - ----- <br /> Bearing Loads to Supports(Ibs) � '��.. <br /> I,$UPPOItS Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 414 142 556 None <br /> 2-Trimmer-SPF 1.50" 1.50" L50" 414 142 556 None � <br /> - -.._..----�_._ __..__._....-- <br /> Tributary Dead Snow <br /> Loads �..owdon w�dm �0.90� �i.is) comme�,rs <br /> 1-Uniform(PSF) 0 to 3'3" 2'6" 2L2 35A roof � <br /> 2-Unifortn(PLF) 0 to 3'3" N/A 195.0 - gable � <br /> Weyerhaeuser Notes n SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrantr that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. , <br /> Weyerhaeuser expressly dixlaims any other warranties related to the softuvare.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbyyyy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.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.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable <br /> forestry standards. <br /> The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> � Forte Software Operator Job Notes 7/10/2014 10:12:20 AM <br /> Ryan Fritz Gonyea Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber ccmpary Miller Residence 195 Kintyre Lane.4te <br /> (952)470-4803 195 Kintyre�ane <br /> Rvan Fritz lyman�umbercom orono.MN 7/s/2o14 Page 19 of 43 <br />