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2015-00719 - new structure
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2560 Kelly Avenue - 20-117-23-11-0007
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2015-00719 - new structure
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Last modified
8/22/2023 3:47:24 PM
Creation date
3/31/2017 1:09:54 PM
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x Address Old
House Number
2560
Street Name
Kelly
Street Type
Avenue
Address
2560 Kelly Avenue
Document Type
Permits/Inspections
PIN
2011723110007
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. �F 0 R T E � MEMBER REPORT Main Level,DrhdrNWgarage PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overail Lengih:3'S" <br /> + + <br /> 0 0 <br /> � 3.r � <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 /> 11�{1� AUWt��,oC�tioi► Al1oMrld �-� �Yk µ ' -1.DF tqilds�A�EiD�j�) ' System:Wall <br /> Member Reaction(Ibs) 1093 @ 0 1913(1.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 520 @ SO 3/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 933 @ 1'8 1/2" 3946 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Buikling Code:�sC <br /> Live Load Defl.(in) 0.004 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) oesign Methodology:nsD <br /> ToWI Load Defl.(in) 0.007 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflectan criteria:LL(LJ360)and TL(U240). <br /> •Bracing(Lu):All wmpressbn edges(top and bottan)must be braced at 3'S"o/c unless detailed otherwlse.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stadlity. <br /> •ApplicaWe calculations are based on NDS 2005 methodology. <br /> L'p�IldttDSYJI�O!ti.� � <br /> � . . : � : <br /> �� ;... �,�^ , r..-. . <br /> SUpp01#�5 Total AvN1aWe ReyWe�d z{�a, - `'6aoiir, `'�o�ii " , <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 405 688 1093 None <br /> 2-7rimmer-SPF 1.50" 1.50" 1.50" 405 688 1093 None <br /> T�iUYEMY D4ad 51Aowr <br /> 1.08i�S' loCalion , 1NMth. , (0.9p) {3.13j Lapf�pe�Ns <br /> 1-Uniform(PSF) 0 to 3'S" 11'6" 20.0 35.0 Snow-main <br /> W8yB1'I18C118E1'-NO�S .; ;� ' .. ... .. ..�;. ,_ . . ' .. � . , �� . .. � , , ;. ..� (L�SUSTAINABLEFORESTRYINITIATIVE <br /> Weyefiaeuser warraMs that the sizing of its products will be in accorciarxe with Weyerhaeuser product design criteria and published design values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser Iiterature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this soRware is not intended to <br /> circumvent tfie need for a desi9n 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 overell project.Products manufactured at Weyerhaeuser facilities are third-party certiBed to sustainable <br /> forestry standards. <br /> The produR applicadon,input design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 <br /> Forte Software Operator Job Notes 8/6/2015 9:12:29 AM <br /> John Nelsen Advance Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> john_nelsen@lymanlumbeccom #20529 08/OS/2015 Page 15 of 43 � <br /> �.._.__. _.— ._—_..._. __...-------- ------------- ------ <br />
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