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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, Wdw hdr Great Room PASSED <br /> 2 piece(s) 1 3/4"x 11 7/8" 1.55E TimberStrand0 LSL <br /> Overall Lengfh:s'6• <br /> + + <br /> 0 0 <br /> � 9. � <br /> 0 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��6YIL8.; •. #3wf:JEi L�bqlion /1114wwd,,., �, �,:�DFr �d .., .'�P�n): : `'' System:Wall <br /> Member Reaction(Ibs) 4597 @ 1 1/2" 7613(3.00") Passed(60%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 3354 @ 1'2 7/8" 9878 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Bullding Use:Residential <br /> Moment(Ft-Ibs) 10047 @ 4'8 7/16" 18346 Passed(SS�o) 1.15 1.0 D+1.0 S(All Spans) suilding Code:IBC <br /> Live Load Defl.(in) 0.151 @ 4'8 13/16" 0.308 Passed(U735) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.241 @ 4'8 13/16" 0.463 Passed(U461) -- 1.0 D+1.0 S(All Spans) <br /> • Defiection criterla:LL(U360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and boaam)must be braced at 9'6"o/c unless d�ailed otherwise.Proper attachment and positioning of late2l <br /> b2dng is reqWred to achieve member stabiliry. <br /> �D , ��b1►��);�, ., <br /> T�oW Ar�4te 1te9uk+ed .°�11. '� x � ,��"";'�filis�al�0i�rs <br /> 1-Trimmer-SPF 3.00" 3.00" 1.81" 1711 2886 4597 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.74" 1645 2771 4416 None <br /> 7r8N�tary Dead � � Snqw:y.� <br /> LoadS� � w�uon � �Wsdq� �o�o) � (�.� �-.com� <br /> 1-Un'rform(PSF) 0 to 3'3" 18' 20.0 35.0 Snow-main <br /> 2-Uniform(PSF) 3'3"to 9'6" 16'6" 20.0 35.0 Snow-main <br /> We�QI'Ii8@Y58C�N0'E85`... � .��� „ � ....... . . . ��.. ,� ,,. ;:. > ,:� . ., .. �.. . �� (L�SUSTAINABIEFORESTRYINRIATIVE <br /> Weyerhaeuser warrards that the sizing of its products will be in aaordance witli Weyerhaeuser product design criteria and published design values. l <br /> Weyerhaeuser expressly disclaims any other warranties related to the soRware.Refer to curreM Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Acceswries(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this soRware.Use of this software is rwt intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdktion.The designer of record,builder or framer is responsible to <br /> assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied to susqinade <br /> forestry standards. <br /> The product appikation,input design loads,dimensions and support information have been provided by Plan date:06/OS/2015 <br /> Forte sonware operotor .Job Notes 8/6/2015 9:12:27 AM <br /> John Nelsen Advance Homes 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@lymanlumber.com #20529 OS/05/2015 Page 7 of 43 <br />
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