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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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� MEMBER REPORT " Main Floor,Patio DoorHeader PASSED <br /> it� F O R T E 3 piece(s) 1 3/4 x 11 7/8 1.55E TimberStrand0 LSL <br /> Overall Length:8'6" <br /> + 1 + <br /> o — o <br /> � a� <br /> 0 0 <br /> All locations are measured from the outside face of left support(or leff cantilever end).All dimensions are horizontal,;Drawing is Conceptual <br /> — -- - — — — <br /> Design Results Adual @�ocation Allowed Result LDF Load:Combination(Pattem) System:wall <br /> Member Reaction(Ibs) 8858 @ 8'4 1/2" 11419(3.00") Passed(78%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header <br /> Shear(Ibs) 8587 @ 7'3 1/8" 12884 Passed(67%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 20357 @ 6' 23930 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Building Code:ISC <br /> Live Load DeFl.(in) 0.114 @ 4'7 13/16" 0.275 Passed(L/865) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:aSD <br /> Total Load DeFl.(in) 0.220 @ 4'6 3/8" 0.412 Passed(L/450) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6"o/c unless detailed otherwise.Proper attachment and positioning of late2l <br /> bracing is required to achieve member stability. <br /> �� Bearing Loads to Supports(Ibs) <br /> �I SupP�l'FS Total Available Required Dead Floor Snow To�l Accessories <br /> Live <br /> 1-Tnmmer-SPF 3.00" 3.00" 1.50" 2649 2037 1609 6295 None <br /> 2-Tnmmer-SPF 3.00" 3.00" 233" 4070 4787 1069 9926 None ' <br /> Tributary Dead Floor Live Snow <br /> Loads iocadon w�dtn (0.90) (i.00� �i.is� Comments <br /> 1-Uniform(PSF) 0 to 8'6" 1' 15.0 40.0 - Residential-Living Areas <br /> .2-Uniform(PLF) 0 to 8'6" N/A 80.0 - - <br /> 3-Point Qb) 6' N/A 4123 6484 - <br /> 4-Uniform(PSF) 0 to 6' 11'6" 21.2 - 35.0 <br /> 5-Uniform(PSF) 6'to 8'6" 3' 21.2 - 35.0 <br /> Weyerhaeuser Notes (1�SUSTAINABIE FORESTRY INITIATNE <br /> l <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> I Weyerhaeuser expressly disdaims any other warranties related to the soRware.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 soRware 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 sWndards. <br /> j The produd application,input design Iwds,dimensions and support information have been provided by Forte Software Operator <br /> ' Forte sottware operator �ob Notes S/16l2013 10:08:13 AM <br /> ��sc�n sP�e��er Gonyea Homes Forte v4.1,Design Engine:V57.0.245 <br /> !, Lyman 2325 Glendale Cove Lane GH0402(2325 Glendale Cove Ln.).4te <br /> '�,, (952)470-4817 Orono, MN <br /> '��, justin_spreitzer@lymanlumber.com Hoehn Resid. <br /> Page 7 of 17 <br />
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