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� MEMBER REPORT Second Floor, Wdw Hdr Fam Rm PASSED <br /> .IFORTE � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> + + <br /> o a <br /> � 6' � <br /> � Q <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 /> Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) � System:Wall <br /> Member Reaction Qbs) 772 @ 1 1/2" 3825(3.00") Passed(20%) -- 1.0 D+1.0 S(All Spans) ! Member Type:Header <br /> Shear(Ibs) 530 @ 1'1/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 1160 @ 3'3" 3946 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.011 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) j Design Methodoiogy:ASD <br /> Total Load DeFl.(in) 0.029 @ 3'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) � <br /> •DeFlection criteria:LL(LJ360)�and TL(LJ240). � J <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioninq of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculatlons are based on NDS 2005 methodology. <br /> —..—_._._-- ..—._ __. —__--- —_._.__.. --..__.._-- --— _.__-_ --__., <br /> Bearing Lwds to Suppats(Ibs) <br /> �Supports rorai Available Required oeaa snow rotai accessoryes I <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 488 284 772 None �' <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 488 284 772 None <br /> . _— — -.__-- _----- ---..._..._--- � <br /> Tributary Dead Snpw j <br /> i Loads i.ocabon w�arn �0.90� �i.is� co�,mencs <br /> j 1-Uniform(PSF) 0 ta 6'6" 2'6" 21.2 35.0 roof <br /> �2-Unifortn(PLF) 0 to 6'6" N/A 90.0 - gable <br /> — ---. __._.___—.—. _—.—_—_ .__-- -- ---� - /� <br /> �Weyerhaeuser Notes �Z�SUSTAINABLE FORESTRY INIiIATNE <br /> 1 <br /> I Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> iWeyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (�vww.woodb�yy.coml Accessories(Rim Board,Blaking 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.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> I Forte Software Operator �ob tiotes 7/10/2014 10:12:19 AM <br /> ' Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> i Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> i (952)470-4803 �95 Kintyre Lane <br /> '��. Rvan Fntz^alymanlumbercom Orono.MN 7/9/2014 Page 6 of 43 <br />