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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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'1t1�O R T E MEMBER REPORT Roof Level, Window Header in Front Bedroom PASSED <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> � �q r,�, e `���, v tF.;u,,.,�.. <br /> ��,� °� <br /> t <br /> + + <br /> O o <br /> 6' <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 /> - --_— — — - _ _ <br /> Design Results Actual C�Location Alloxred Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction Qbs) 3779 @ 1 1/2" 5738(3.00") Passed(66%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 2592 @ 1'1/4" 4308 Passed(60%) 1.15 1.0 D+ 1.0 5(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 5678 @ 3'3" 5919 Passed(96%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.059 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+ 1.0 5(All Spans) Design Methodology:a5� <br /> 'Total Load DeFl.(in) 0.096 @ 3'3" 0.313 Passed(L/781) -- 1.0 D+ 1.0 S(All Spans) <br /> • DeFlection criteria:LL(U360)and TL(IJ240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 5'S 1/8"o/c unless detailed othenvise.Proper attachment and positionin9 of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> �. ..—_ _— . ..._ . __. - .__ .__. . _. _ _ ._ .—. . _. <br /> , Bearing Lwds to Supports(Ibs) <br /> I Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.98" 1448 2332 3780 None <br /> 2-Tnmmer-SPF 3.00" 3.00" 1.98" 1448 2332 3780 None <br /> Tributary Dead Snow <br /> �'�LOadS Location Width (0.90) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 6'6" 20'6" 21.2 35.0 Residential-Living Areas <br /> rWeyerhaeuser Notes ��=�s,�� <br /> !Weyerhaeuser warrants that the sizing of its produds will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> �Weyerhaeuser expressly disclaims any other warranties related[o the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbyvuy.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. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte sottware operator ,lob Notes 8/16/'L013 10:08:16 AM <br /> ��se�sPre��er Gonyea Homes Forte v4.1,Design Engine:V57.0245 <br /> � Lyman 2325 Glendale Cove Lane GH0402(2325 Gfendale Cove Ln.).4te <br /> ', (952)470-4817 Orono, MN <br /> _ juslin_spreitzer@tymanlumber.com Hoehn Resid. <br /> Page 17 of 17 <br />
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