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2013-01041 - single family house
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2013-01041 - single family house
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Last modified
8/22/2023 5:25:18 PM
Creation date
1/15/2016 12:58:23 PM
Metadata
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x Address Old
House Number
75
Street Name
Bayside
Street Type
Trail
Address
75 Bayside Tr
Document Type
Permits/Inspections
PIN
0611723220030
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I <br /> � MEMBER REPORT Main Floor,Flush Beam Middl Wall PASSED <br /> �F O R T E 3 piece(s) 1 3/4" x 14" 1.9E Microll mp L <br /> Overall Length: 14'2" <br /> + + <br /> 0 0 <br /> � � <br /> � � <br /> � <br /> — �3,6, <br /> � 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual <br /> Design Results Actual(d Location Allowed Result LDF L :Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 7546 @ 2 1/2" 8925(4.00") Passed(85%) -- 1 0 D+ 1.0 L(All Spans) Member Type:Flush seam <br /> Shear(Ibs) 5948 @ 1'6" 13965 Passed(43%) 1.00 1 0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 25176 @ 7'1" 36387 Passed(69%) 1.00 1 0 D+ 1.0 L(All Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.298 @ 7'1" 0.344 Passed(L/554) -- 1 0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.417 @ 7'1" 0.688 Passed(L/396) -- 1 0 D+ lA L(All Spans) I <br /> --__ _ _ - --- <br /> •DeFledion criteria:LL(L/480)and TL(U240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'1 1/4"o/c unless detailed otherwise. roper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> � Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead F�O°� Total Acceswries <br /> Live <br /> 1-Stud wall-SPF 4.00" 4.00" 338" 2163 5383 7546 Bbcking <br /> .2-Stud wall-SPF 4.00" 4.00" 338" 2163 5383 7546 Bbcking <br /> - --- .__...-- -- - ---___ _-. ____.. . _ _- _- <br /> •Blocking Panels are assumed to carry no loads applied directy above them and the full load is applied to the mem r being designed. <br /> Tributary Dead Flaor Lire <br /> Loads Location Width (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 14'2" 19' 15.0 40.0 Residential-Living reas <br /> li Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRV INITIATIVE <br /> l <br /> ��.Weyerhaeuser warrants that the sizing of its products will be in accordance wi[h Weyerhaeuser product design criteri and published design values. <br /> ���Weyerhaeuser expressly disdaims any other warranties related to the soRware.Refer to current Weyerhaeuser litera re for installation details. <br /> '�(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar .Use of this software is not intended to <br /> �circumven[the need for a design professional as determined by the authority having jurisdiction.The designer of rec rd,builder or framer is responsible to <br /> i assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities a third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte SoRw e Operator <br /> Forte software opereror .lob Notes i 9l16/2013 12:31:31 PM <br /> !, ��sc��sP�e�tze� co�yea Homes Forte v4.1,Design Engine:V5J.0.245 <br /> ; �yma� cHosas GH0389(bayside meadows model).4te <br /> '�, (952)470-4817 Orono, MN ', i <br /> justin_spreitzer@�yman�umbeccom sayside Medows Mode� P2ge 13 Of 22 <br />
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