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' ..-11F Lower Level, Game Room Patio Door PASSED <br /> 0 R T E 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> + + <br /> o 0 <br /> 6' <br /> CI o <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(lbs) 2594 @ 6'4 1/2" 3825(3.00") Passed(68%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(lbs) 1793 @ 5'5 3/4" 2872 Passed(62%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2906 @ 1'8 5/8" 3946 Passed(74%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2012 <br /> Live Load Defl.(in) 0.035©3'2 3/16" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.078 @ 3'2 3/8" 0.313 Passed(1/962) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(1/360)and Ti_(1/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve mernber stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor <br /> Snow Total AccesLivesories <br /> — <br /> 1-Trimmer-SPF 3.00" 3.00" 2.03" 1379 262 1208 2849 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.03" 1383 262 1211 2856 None <br /> Tributary Dead Floor Live Snow <br /> Loads Location(Side) Wider (0.90) (1.00) (1.15) Comment, <br /> 0-Set Weight(PLF) 0 to 6'6" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 6'6" 1' 15.0 40.0 - Floor-Main Level <br /> 2-Uniform(PLF) 0 to 6'6" N/A 90.0 - - Wall-Main Level <br /> 3-Uniform(PLF) 0 to 1'8" N/A 80.0 - - Wall-Upper Level <br /> 4-Uniform(PSF) 0 to 1'8" 10'6" 20.0 - 35.0 Snow-Main <br /> 5-Uniform(PSF) 0 to 1'8" 1' 15.0 40.0 - Floor-Upper Level <br /> 6-Uniform(PLF) 5 4"to 6'6" N/A 80.0 - - Wall-Upper Level <br /> 7-Uniform(PSF) S 4"to 6'6" 10'6" 20.0 - 35.0 Snow-Main <br /> 8-Uniform(PSF) S 4"to 6'6" 1' 15.0 40.0 - Floor-Upper Level <br /> Unked from:Dinette <br /> 9-Point(Ib) 1'8" N/A 585 75 689 Window Side, <br /> Support 1 <br /> Linked from:Dinette <br /> 10-Point(Ib) S 4" N/A 585 75 689 Window Side, <br /> Support 2 <br /> Weyerhaeuser Notes ()SUSTAINABLE FORESTRY INITIATIVE <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,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> drcumvent 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 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_CodeReports.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 /> Jeffrey Doty,Design Supervisor Gonyea Homes-GH0680 Forte v5.1, Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 780 Lakevie.v Parkway:0,010,MN 780 Lakeview ;Parkwa Orono, MN.4te <br /> (9521 470-4866 Evenson Residence y <br /> jell dotyVlymaniumber corn 10,20'2010:-21554 <br /> Page 27 of 32 <br />