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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
Metadata
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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 NW Bedroom-rear PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Length:4'4" <br /> + + <br /> 0 0 <br /> � 4.�. �. <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> : Rlsdi��R ��� �arid... #�t� <br /> ' LtiF. 1�1111:�OI�hL�n{P�f�) ' System:Wall <br /> Member Reaction(Ibs) 671 @ 0 1913(1.50") Passed(35%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 393 @ 10 3/4" 2872 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 727 @ 2'2" 3946 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IeC <br /> Live Load DeFl.(in) 0.006 @ 2'2" 0.144 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Des�9n Methodology:ASD <br /> Total Load DeFl.(in) 0.009 @ 2'2" 0.217 Passed(U999+) -- 1.0 D+1.0 5(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(U240)• <br /> •Bradng(Lu):All compression edges(top and bottom)must be braced at 4'4"o/c unless detailed otherwise.Proper attachmeM and positloning of lateral <br /> bracing is required to achieve member stabiBty. <br /> •Appliwble calculations are based on NDS 2005 meUwdobgy. <br /> H411r'H�, �lJds 19 SdPDP�f�3_ <br /> ;� � � 7ofa1 Nratlr�le� ��Re9uintl '�iaaA � ;5wo�i � �ot�d�� �c�or�- � <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 254 417 671 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 254 417 671 None <br /> 7Yibulary:; Oead S�qw <br /> �.pBdS ; Locadon Widtl� (0.90) ' (1.1l� , t+awne�ts <br /> 1-Un'rform(PSF) 0 to 4'4" 5'6" 20.0 35.0 Snow-main <br /> W��Ia6U§�1'NQ�85�.:... � (Zy)SUSTAINABLE FORESTRY INITIATIVE <br /> Y <br /> Weyerhaeuser warraMs tfiat the sizing of itr products will be in aaorclance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressty disdaims any oMer warrantles related to the software.Refer[o curreM Weyerhaeuser literature for installatlon d�ils. <br /> (www.woodbywy.wm)Aaessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this software is not iMended to <br /> circumvent the need for a design professional as determined by the authority having�urisdkdon.The designer of rewrd,builder or framer is responsible to <br /> assure that this calculation is compatlble with tfie overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable <br /> forestry slandards. <br /> The product applicadon,input design bads,dimensions and wpport information have been provided by Plan date:06/OS/2015 <br /> Forte SoRware Operotor dob Notes 8!6/2015 9:1228 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@lymanlumbeccom #20529 08/05/2015 Page 12 of 43 <br />
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