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� MEMBER REPORT Main Floor,FrontDoorHdr PASSED <br /> .l F 0 R T E ° 2 p;e��s� 13i4"x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length:6'8" <br /> �.. »�` a.,�W <br /> + + <br /> 0 0 <br /> � 6�2� F <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 /> Desi n Results Actual @ Location Allowed Result LDF load:Combination(Pat6em) System:Wall <br /> Member Reac[ion(Ibs) 4834 @ 1 1/2" 7613(3.00") Passed(63%) — 1.0 D+OJS L+OJS S(All Spans) Member Type:Header <br /> Shedr Qb5) 3323 @ 1'1/2" 7902 Pd55ed(42%) 1.15 1.0 D+OJS L+OJS S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 7463 @ 3'4" 11985 Passed(62%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.096 @ 3'4" 0.214 Passed(L/800) -- 1.0 D+0.75 L+0.75 5(All Spans) �esign Methodology:ASD <br /> Total Load DeFl.(in) 0.176 @ 3'4" 0.321 Passed(U437) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •DeFlection criteria:LL(U360)and TL(LJ240). <br /> •Bracing(Lu):All mmpression edges(top and bottom)mus[be braced at 6'8"o/c unless detailed othenvise.Proper atlachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> . _.__. __—. __ ..._ .._ _ .__. ___ _ <br /> � Bearing Loads to Supports(Ibs) <br /> SuPp01'�5 Total Available Required Dead Floor Snow Total Acceswries <br /> Live <br /> 1-Trimmer-SPF 3.00" 3.00" 1.90" 2190 1133 2392 5715 None <br /> �2-Trimmer-SPF 3.00" 3.00" 1.90".. I 2190 1133 Z392 5715 None � <br /> r <br /> 7ributary Dead Floor Live Snow <br /> Loads Wcatio� width (0.90) (1.00) (i.ls) Comments <br /> 1-Uniform(PSF) 0 to 6'8" 8'6" 15.0 40.0 - Floor <br /> 2-Uniform(PLP) 0 to 6'8" N/A 80.0 - - wall <br /> 3-Uniform(PSF) 0 to 6'8" 19'6" 21.2 - 35.0 roof <br /> 4-Uniform(PSF) 0 to 6'8" 1' 25.5 - 35A roof <br /> ,__—___ —.__ ..._ _ ____ _-- -- — - /� <br /> Weyerhdeuser Notes [Z�SUSTAINPBLE PORESiRV INITIATIVE <br /> l <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> �.Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation de[ails. <br /> (www woodnyy,�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 /> 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 calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The produd applicatlon,input design loads,dimensions and support informadon have been provided by Forte Software Operator <br /> Forte Software operator .lob Notes 7/10/2014 10:12:21 AM <br /> Ryan F�az Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> ��'; Lyman Lumber ccmpany Miller Residence 195 Kintyre Lane.4te <br /> (952)470�803 195 Kintyre Lane <br /> Ryan Fritz lyman�umbeccom Orono.MN 71s�2ota Page 31 Of 43 <br />