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• <br /> ✓- F 0 R T E ' Lower Level,Rec Room Window PASSED , <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 12'1" <br /> iiiiimmiw <br /> + + <br /> 0 0 <br /> 4. 3'6" 4‘ 3'6" ,, , 3'6" x <br /> 0 o a CI <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 10419©3'11 1/2" 15300(8.00") Passed(68%) — 1.0 0+0.75 L+0.75 S(Adj Spans) Member Type:Header <br /> Shear(Ibs) 1394 @ 2'10 1/4" 3746 Passed(37%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential <br /> Moment(Ft-lbs) -2261©3'11 1/2" 5147 Passed(44%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.008 @ 2'15/16" 0.132 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:ASD <br /> Total Load Def.(In) 0.013 @ 2'3/4" 0.198 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(AR Spans) _ <br /> • Deflection arReria:LL(1/360)and TL(1/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> .Bearing Loads to Supports(los) <br /> Supports Total Available Required Dead Roor <br /> Live Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 606 858/-90 260 1724/-90 None <br /> 2-Trimmer-SPF 8.00" 8.00" 5.45" 4380 4110 3942 12432 None <br /> 3-Trimmer-SPF 8.00" 8.00" 5.08" 4062 4122 3414 11598 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 434 743/-90 51 1228/-90 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Width (0.90) (1.00) (L15) Comments <br /> 0-Self Weight(PLF) 0 to 12'1" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 12'1" 10' 15.0 40.0 - Floor-Main Level <br /> 2-Uniform(PLF) 0 to 12'1" N/A 90.0 - - Wall-Main Level <br /> Linked from:Great <br /> 3-Point(Ib) 3'6" N/A 3276 2181 3964 Room Window, <br /> Support 2 <br /> Linked from:Great <br /> 4-Point(Ib) 8'3" N/A 3179 2181 3559 Room Window, <br /> Support 3 <br /> Weyerhaeuser Notes <br /> SUSTAINABLE FORESTRY wmATIVE <br /> Weyerhaeuser warrants that the sizing of Its 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 details. <br /> (www,woodbywy.com)Accessories(Rim Board,Bbddrg 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,bulkier or framer Is responsible to <br /> assure that this calculation is compatible wits the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeRepats.aspx. <br /> The product application,Input design loads,dimensions and support information have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Software Operator Job Notes 10/20/2016 3:23:05 PM <br /> Forte v5.1. DesignEngine:V6.5.1.1 <br /> , Jeffrey Doty.Design Supervisor Gonyea Homes-GH0660 9 <br /> Lyman Lumber Compan; 780 Lakeviesv Parkway:Orono,MN 780 Lakeview Parkway; Orono, MN.4fe <br /> (952)470-4866 Evenson Residence <br /> jeff_doty:atymanlumber:om 10:23%2016:421554 <br /> Page 28 of 32 <br />