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2013-00858 - new structure
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2325 Glendale Cove Lane - 34-118-23-33-0065
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2013-00858 - new structure
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Last modified
8/22/2023 4:56:59 PM
Creation date
7/26/2018 2:32:23 PM
Metadata
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Template:
x Address Old
House Number
2325
Street Name
Glendale Cove
Street Type
Lane
Address
2325 Glendale Cove Lane
Document Type
Permits/Inspections
PIN
3411823330065
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� MEMSER REPORT Basement,Dro edBeam StairWall PQSSED <br /> �I F O R T E 3 piece(s) 1 3/4" x 11 7/8" 1 55E Ti berStrand0 LSL <br /> Overall Length:12'4 1/2" <br /> + + <br /> c --- o <br /> tr s• <br /> � � <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 Resuits nctuai�a�oca� anowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 13806 @ 3 3/4" 19983(5.25") Passed(69%) -- 1.0 D+1.0 L(All Spans) I Member Type:Drop eeam <br /> Shear Qbs) 5338 @ 1'S 1/8" 12884 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) I euilding Use:Residential <br /> Moment(Ft-Ibs) 18924 @ 6'3/16" 23930 Passed(79%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC <br /> Live Load DeFl.(in) 0.324 @ 6'1 5/8" 0.392 Passed(L/435) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> �Total Load Defl.(in) 0.454 @ 6'1 5/8" 0.587 Passed(L/310) — 1.0 D+ 1.0 L(All Spans) ____ <br /> • Deflection criteria:LL(L/360)and TL(LJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'4 13/16"o/c unless detailed otherwise.Proper attachment and positioning of <br /> lateral bracing is required to achieve member stability. <br /> I .. .. __—_. . —. ... _—.. . . .—..—.—.. . — — —.—._—. _... _...__.. <br /> Bearing Loads to Supports(Ibs) <br /> Supports Total Available Required Dead FlO�� Total Accessories <br /> Live <br /> 1-Column-SPF 5.25" 5.25" 3.63" 3938 9868 13806 None <br /> 2-Column-SPF 5.25" 5.25" 2J9" 3068 7549 10617 None <br /> TribuWry Dead Floor Live <br /> Loads Location Width �0.90� �i.oa� Comments <br /> 1-Uniform(PSF) 0 to 7'3" 20'9 1/2" 15.0 40.0 Residential-Living Areas I <br /> �2-Uniform(PSF) 7'3"to 9' 22'8 3/16" 15.0 40.0 Residential-Living Areas <br /> 3-Uniform(PSF) 9'to 12' 9' 15.0 40.0 Residendal-Living Areas <br /> 4-Point Qb) 0 N/A 1942 4866 <br /> 5-Point(Ib) 12' N/A 1553 3831 <br /> Weyerhaeuser Notes � �� <br /> �Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> I Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to wrrent 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,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall projed.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> �i Forte Software Operator dob Notes 8/16/2013 10:08:13 AM <br /> ! Juslin Spreitzer Gonyea Homes Forte v4.1,Design Engine:V57.0.245 <br /> �yma� zsze�iendaie co�e�ane GH0402(2325 Glendale Cove Ln.).4te <br /> '��, (952)470-4817 Orono. MN <br /> '�, justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> , Page 6 of 17 <br />
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