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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 a MEMBER REPORT Main Level, Wdw hdr NE Garage(3) PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Length:2'3" <br /> + + <br /> 0 0 <br /> � � <br /> k 'L' <br /> 0 � <br /> All locations are measured from the outside face of left support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual <br /> O��'iY�6 .: A�16�IoG�HOA 'J�Mpi�rod �. LDF' Lotpa�{A�lN4��,. System:Wall <br /> Member Reaction(Ibs) 348 @ 0 1913(1.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) rtember rype:rieader <br /> Shear(Ibs) 71 @ 10 3/4" 2872 Passed(2%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 196 @ 1'1 1/2" 3946 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Cade:IBC <br /> Live Load DeFl.(in) 0.000 @ 1'1 1/2" 0.075 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> ToWI Load DeFl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection aiteria:LL(U360)and TL(U240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise.Proper attachmeM and positlonirg of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> binNop .4A�s�Ds�ip0l�i{bC)., . <br /> 1"!$ ToW J1ii�rle ReyuL�ed -` Deid Snpw i . TMa1.-. Aob�4o�ies <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None <br /> 1Yibutary Ueatl SnOw <br /> 1.08t�S locatlon VIIMHh. (Q90) j1.15) Caernents <br /> 1-Uniform(PSF) 0 to 2'3" 5'6" 20.0 35.0 Snow-main <br /> WEre1118eLi5@f NO�S` . . ` . . . . .. . . � .� �. � . . � . . . . � .. .. . (Z�SUSTAINABLE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser warrards that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warrantles relabed to the software.Refer to current Weyerhaeuser literature for installation delails. <br /> (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blocks)are rat desigr�ed by this software.Use of this soRware is not intended to <br /> circumveM the need for a design professional as determined by the authority having Jurisdiction.The designer of record,buiWer or framer is responsible to <br /> assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified W sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensbns and support information have been provided by Plan date:O6/OS/2015 <br /> Forte Software Operotor Job Notes 8/6/2015 9:12:29 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 /> I (952)470-4803 Excelsior MN <br /> �onn_neisenaym3�i�mber.com �zoszs oarosreo�s Page 16 of 43 <br />
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