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11-18-2019 Planning Commission Packet
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11-18-2019 Planning Commission Packet
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11/19/2019 10:25:24 AM
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11/19/2019 9:44:17 AM
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Lower Level, Drop Beam over Hallway/Rec Room(H) PASSED <br /> F 0 R T E 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL <br /> Overall Length:8'7" <br /> o 0 <br /> r 8" <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are hordzontai.;Drawing is Conceptual <br /> Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 5208 @ 4" 13956(5.50") Passed(37%) _ -- _1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) 3691 @ 1'3" 6872 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 9507 @ 4'3 1/2" 10422 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Dell.(In) 0.230 @ 4'3 1/2" 0.264 Passed(L/413) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Dell.(in) 0.319 @ 4'3 1/2" 0.396 Passed(L/298) _ -- _1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(1/360)and TL(1/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6 9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> _.: :...__Loads teSsiopTR/3lbs)-._:.r::_,. - ...._.,. <br /> SupportsTotal Available Required Dead F ve Total Accessories <br /> 1-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Blocking <br /> 2-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Bloddng <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 8'7" N/A 10.4 <br /> 1-Uniform(PSF) 0 to 8'7"(Front) 21'10 1/2" 15.0 40.0 Floor-Main Level <br /> Weyerhaeuser Notes i�)S ITA1NABIE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.wood ywy.com)Accessories(Rim Board,Blocking 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 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 tittp://www.woodtrywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support Information have been provided by Gonyea;pian dated 9/29/2016. <br /> Forte Software Operator Job Notes 10/20/2016 3:23:05 PM <br /> Jeffrey Doty.Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 780 Lakeview Parkway;Orono,MN 780 Lakeview Parkway:Orono, MN.4te <br /> X952/470-4866 Evenson Residence <br /> Jeff_doty©lymaniumher.nom 10/20/20 i6.»21554 Page 29 of 32 <br /> if <br />
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