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r � <br /> � MEMBER REPORT Second Floor, Wdw Hdr Mas Bath PASSED <br /> %I F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 5'6" <br /> �;^' �:'�' <br /> ,�y � ����x� _ .;��, :',�_ <br /> _ �,, , �� �� � �. ,��. <br /> �R <br /> + + <br /> 0 0 <br /> � 5, y <br /> 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 /> -- ___ _ __—__ __— <br /> —_—___... <br /> '�.De51 n Results Actual @ LocaGon Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction Qbs) 736 @ 1 1/2" 3825(3.00") Passed(19%) -- 1.0 D+ 1.0 S(All Spans) MemberType:Header <br /> Shear(Ibs) 463 @ 1'1/4" 2872 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 922 @ 2'9" 3946 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) euiiding Code:IBC <br /> Live Load Defl.(in) 0.005 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodo�ogy:ASD <br /> Total Load Defl.(in) 0.017 @ 2'9" 0.262 Passed(LJ999+) -- 1.0 D+ 1.0 S(All Spans) I <br /> - ---- -- — -_ —_ <br /> •DeFlection criteria:LL(tJ360)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise.Proper attachment and positioning of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> ___--- -----_ __---- - ..._. - - -----� <br /> eearing Laads to Suppats(Ibs) <br /> I Supports Toai Available Required oeaa soow roai accessor�es <br /> 1-Trimmer-SPF 3.00" 3.00" L50" 495 241 736 None <br /> 2-Trimmer-SPF 3.00" 3.00" L50" 495 241 736 None <br /> -- <br /> ---_...._—_. ..___._ <br /> ._..._---.._. _....� <br /> Tributary Dead Snow <br /> L00dS Location Widffi (0.90) (115) Comments <br /> 1-Uniform(PSF) 0 to 5'6" 2'6° 21.2 35.0 roof �' <br /> 2-Uniform(PLF) 0 to 5'6" N/A 120.0 - gable <br /> __ __._ .._—_._.--- — ---- .__ - -- ------� ---_-_. --- - /� <br /> Weyerhaeuser Notes (ZS)SUSTAINABLE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser expressly dixlaims any other warranties related to the soRware.Refer to current Weyerhaeuser literature for installaGon details. <br /> (Www.woodb�yy.coml Accessories(Rim Board,Bbcking 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 calculatlon is compatlble 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 information have been provided by Forte SoRware Operator <br /> ! Forte Software Operetor �ob Notes 7/10/2014 10:12:19 AM <br /> iRyan Fntz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> , Lyman Lumber ccinpany Miller Residence 195 Kintyre Lane.4te <br /> ' (952)470-4803 195 Kinryre Lane <br /> iR� Fncz@ivmanwmber com Orono.MN �isizoia Page 4 of 43 <br /> �.._ <br />