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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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FO R T E Main Level,Drop Beam over Foyer/Great Room(H) PASSED <br /> 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL <br /> Overall Length:10'6" <br /> 11111111111161111111.11111111111L + <br /> o 0 <br /> r, 10'6" <br /> 4" x <br /> 0 Q <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> - <br /> Member Reaction(Ibs) 5783 @ 1 1/2" 11419(3.00") Passed(51%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 4515 @ 1'1/2" 9476 Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 13019 @ 4'9" 17662 Passed(74%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 <br /> Live Load Def.(in) 0.251 @ 5'1 9/16" 0.342 Passed(L/490) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.350 @ 5'1 9/16" 0.512 Passed(L/351) -- 1.0 0+1.0 L(All Spans) <br /> • Deflection criteria:LL(1/360)and 11(11240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing-._ r._iA4dt10.$uppctta.Libs):-_-.:_ _.•__.....r__ <br /> Suppo isTotal Available Required Dead - Floor Total Accessories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.52" 1633 4150 5783 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 1164 2900 4064 None <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (Loo) Comments <br /> 0-Self Weight(PLF) 0 to 10'6" N/A 14.5 <br /> 1-Uniform(PSF) 0 to 6'(Front) 21'10 1/2" 15.0 40.0 Floor-Upper Level <br /> 2-Uniform(PSF) 6'to 10'6"(Front) 10' 15.0 40.0 Floor-Upper Level <br /> Weyerhaeuser Notes 0SUSTAINABLE 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 c isdalms any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. <br /> (www.woodbywy.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,bulder 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.conyservkes/s_CadeReports.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-3H0460 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 /> (952)470-4866 Evenson Residence <br /> jeff__dotyclymanIumber.--.orn 10/20(2016.721554 <br /> Page 13 of 32 <br />
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