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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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�� F O R T E MEMBER REPORT , Main Floo;;9'-0"Garage Door Header PASSED <br /> 2 piece(s) 1 3/4' x 9 1/2 1.55E TimberStrand0 LSL <br /> Overall Length:9'6" <br /> t� p���4�"�� i .�.�v.���� �. �+1 k ' <br /> a>" <br /> t + <br /> O O <br /> 9' <br /> � 0 <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(Patte�n) System:Wall <br /> 'Member Reaction Qbs) 4654 @ 1 1/2" 7613(3.00") Passed(61%) — 1.0 D+OJS L+OJS S(All Spans) Member Type:Header <br /> Shear(Ibs) 3633 @ 1'1/2" 7902 Passed(46%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) euilding Use:Residential <br /> MomeM(Ft-Ibs) 10479 @ 4'9" 11985 Passed(87%) 1.15 1.0 D+OJS L+OJS 5(All Spans) Buiiding Code:isC <br /> Live Load Defl.(in) 0.298 @ 4'9" 0.308 Passed(L/373) -- 1.0 D+0.75 L+0.75 S(All Spans) �esign Methodology:n5D <br /> Total Load Defl.(in) 0.463 @ 4'9" 0.463 Passed(L/240) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(l,/360)and TL(U240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10 7/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> �_— __ .___--------..._ .. . _. ..... ._ . — <br /> Bearing Loads to Supports(Ibs) <br /> '$UpP01'CS To1a1 Available Required Dead F�O°� Snow Total Accessories <br /> Live <br /> 1-Tnmmer-SPF 3.00" 3.00" 1.83" 1662 1330 2660 5652 None <br /> 2-Tnmmer-SPF 3.00" 3.00" 1.53" 1662 1330 2660 5652 None <br /> � - — -----.. <br /> '� TribuWry DCad Ploor Live Snow -� <br /> !Loads iocas�on w�dcn (0.90) (i.00) (i.is) Commenrs <br /> 1-Uniform(PSF) 0 to 9'6" 16 2L2 - 35.0 Residential-Living Areas <br /> 2-Uniform(PSF) 0 to 9'6" 7' - 40.0 - I <br /> Weyerhaeuser Notes �`�,sra�:��ru�.�� <br /> �� <br /> �Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the soRware.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,builder or framer is responsible to <br /> ,assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilides are third-party certified to sustainable <br /> I forestry standards. <br /> �I The product application,input design loads,dimensions and support information have been provided by Fate Software Operator <br /> ' Forte Sottware operator Job Notes 8/16/2013 10:08:16 AM <br /> I �„sc�n sP�e�cZe� Gonyea Homes Forte v4.1,Design Engine:V5J.0245 <br /> ' Lyman 2325 Glendale Cove Lane GH0402{2325 Glendale Cove Ln.J.4te <br /> '�, (952)470-4817 Orono, MN <br /> '��, justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> Page 16 of 17 <br />
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