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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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tl�O R T E MEMBER REPORT Basement, Window Headerin Fut.Rec Room PASSED <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overall Length: 13'7 1/2" <br /> � 1 1 1 1 a <br /> � <br /> 4� 4� 4� <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 A��@��� Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 9241 @ 13'4 1/2" 11419(4.50") Passed(81%) — 1.0 D+ 1.0 L(Alt Spans) Member Type:Header <br /> Shear(Ibs) 787 @ 3'S 1/2" 6872 Passed(11%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -1048 @ 4'6" 10422 Passed(10%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Code:ieC <br /> Live Load Defl.(in) 0.009 @ 2'3" 0.146 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans) oesign Methodology:ASD <br /> Total Load Defl.(in) 0.012 @ 2'2 11/16" 0.219 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans) <br /> • DeFlection criteria:LL(U360)and TL(4240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Loads to Supports(16s) <br /> Supports Total Available Required Dead F1O°r Total Accessories <br /> Live <br /> 1-Trimmer-SPF 3.00" 3.00" 1J0" 1405 2911/-80 4319/-80 None <br /> 2-Trimmer-SPF 6.00" 6.00" 431" 6365 4580 10945 None <br /> 3-Trimmer-SPF 6.00" 6.00" 2.30" 1825 4004 5829 None <br /> �4-Tnmmer-SPF 4.50" 4.50" 3.64" 3045 6196/-80 9241/-80 None <br /> � �� � � TribuWry Dead FloorLive <br /> Loads iocaso� w�arn �o.vo� �i.00� commencs <br /> ,1-Uniform(PSF) 0 to 13'7 1/2" 8'6" 15.0 40.0 Residentlal-Living AreaS <br /> 2-Point(Ib) 0 N/A 1151 2198 <br /> 3-Point(Ib) 13'3" N/A 2771 5440 <br /> 4-Point pb) 4'4" N/A 5691 2774 <br /> 5-Point Qb) 8'10" N/A 1151 2198 �� <br /> Weyerhaeuser Notes ���.�a�r,r�s�� <br /> �.Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> �Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon 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.Productr 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 /> ' Forte SoFtware operator Job Notes 8/16/2013 10:08:12 AM <br /> ��,sc�n sP�e�cze� conyea Homes Forte v4.1,Design Engine:V5J.0.245 <br /> I, Lyman 2325 Giendale Cove Lane GH0402(2325 Gfendale Cove Ln.J.4te <br /> ''�,. (952)470-4817 Orono. MN <br /> '��, justin_spreitzer@Iymanlumber.com Hoehn Resid. Page 5 of 17 <br />
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