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�� t Lower Level,Drop Beam over Refrigerator(H) PASSED <br /> �1 F O R T 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'11" <br /> + + <br /> 0 0 <br /> it <br /> 3' <br /> 4 1' <br /> 1:1 IA <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 7595 @ 3'7" 10519(5.50") Passed(72%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 2047 @ 2'8 1/4" 3746 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2959 0 2'4 3/16" 5147 Passed(57%) _1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Defi.(in) 0.010 0 2'7/16" 0.108 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Den.(in) 0.014 @ 2'7/16" 0.162 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(1/240). <br /> •Bracing(Lu):An compression edges(top and bottom)must be braced at 3'11"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(lbs) <br /> Supportsnoor <br /> Total Available Required Dead L ve Total Accessories <br /> 1-Column-SPF 5.50" 5.50" 1.79" 952 2466 3418 Bloddng <br /> 2-Column-SPF 5.50" 5.50" 3.97" 2157 5438 7595 Bloddng <br /> - <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 3'11" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 3'11"(Front) 26'3" 15.0 40.0 Floor-Main Level <br /> 2-Uniform(PLF) 3'2"to 3'11" N/A 90.0 - Wall-Main Level <br /> (Front) <br /> 3-Uniform(PSF) 3'2"to 3'11" 27'6" 15.0 40.0 Floor-Upper Level <br /> (Frond) <br /> Linked from:Flush <br /> 4-Point(Ib) 3'2"(Front) N/A 1149 2966 Beam over Hallway <br /> (H).Support 2 <br /> Weyerhaeuser Notes (Z)SUSTAINABLE FORESTRY INITWTNE <br /> Weyerhaeuser warrants that the sizing of its products win be in accordance with Weyerhaeuser product design criteria and published design values. ll <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation detain. <br /> (www.woodeywy.com)Accessories(Rim Board,Blocking 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.cornVservkrs/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 Dory.Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 780'_akeVew Poruway;Orono.MN 780 Lakeview Parkway:Orono. MN.4te <br /> 19521,17U-4865 Everson Residence y <br /> j aff_doty2!yn:anlumber.corn 10'20;2n16.#21554 <br /> 1 Page 31 of 32 <br />