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� - . <br /> i MEMBER REPORT Main Floor, Wdw Hdr S ort Court ri ht PASSED <br /> �1FORTE � P g <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overali Length:3'3" <br /> v✓` N1. '�a �{w . <br /> + } <br /> � Q <br /> j � <br /> . 3, <br /> � � <br /> All locations are measured from the outside face of left support(or lek cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> _ __ -- - - - -- <br /> Desi n Results Actual @ Location Auowea Resuit LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction Qbs) 1610 @ 0 1913(1.50") Passed(84%) -- 1.0 D+1.0 S(All Spans) Member 7ype:Header <br /> Shear(Ibs) 722 @ 10 3/4" 2872 Passed(25%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residential <br /> Momen[(Ft-Ibs) 1308 @ 1'7 1/2" 3946 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) euilding Code:iBC <br /> Live Load DeFl.(in) 0.006 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) oesign Memodo�ogy:ASD <br /> Total Load DeFl.(in) 0.009 @ 1'7 1/2" 0.162 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) <br /> -- - -- - <br /> •DeFlectlon criteria:LL(L/360)and TL(1J240). <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 to achieve member siability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> ----- . _ ...._-------- ----- <br /> Bearing � Loads to SuPports(Ibs) '�,. <br /> Supports Toeai Available Required o�a soow raai accessor�Ps <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 615 995 1610 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 615 995 1610 None <br /> ..._._....- _._....-.. <br /> Tributarv Dead Snow '�� <br /> Loads �.ocar;oo w�aa, �0.90� �i.is� commen� <br /> 1-Unlform(PSF) 0 to 3'3" 17'6" 21.2 35A roof <br /> Weyerhaeuser Notes �SUSTAINABLE f-0RESTRY INfT1ATNE <br /> �'Weyerhaeuser warrants that the sizing of itr productr will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (�ww wmdnpyy.coml Accessories(Rim Board,Blocldng 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 calculation is compatible with the overall projxt.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 operetor dob Notes 7/10/2014 10:12:20 AM <br /> Ryan Fr��z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber canpany Miller Residence 195 Kintyre Lane.4te <br /> (952)470-4803 195 Kiniyre Lane <br /> Rvan Fntzo'�IvmaNumber com Orono.MN 7/9�2014 Page 20 of 43 <br /> I_.... _ _ _ _ <br />