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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,Beam a6ove portch-iront PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Length:6'8" <br /> + + <br /> 0 0 <br /> — � ' <br /> a :; <br /> � s•r � <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 /> ��f" .. � . 1�l1;��-... �,' �. `,; W� �:,�t�+t�):. , Svstem:Floor <br /> Member Reaction(Ibs) 2498 @ 1 1/2" 3825(3.00") Passed(65%) -- 1.0 D+1.0 S(All Spans) ►nember rype:orop eeam <br /> Shea�(Ib5) 1733 @ 1'1/4" 2872 Passed(60%) 1.15 1.0 D+1.0 S(All SpanS) Bullding Use:Residential <br /> Moment(Ft-Ibs) 3858 @ 3'4" 3946 Passed(98%) 1.15 1.0 D+1.0 S(All Spans) suilding code:tsC <br /> Live Load Defl.(in) 0.065 @ 3'4" 0.214 Passed(U999+) -- 1.0 D+1.0 S(All Spans) oesign Methodology:n5D <br /> Total Load DeFl.(in) 0.103 @ 3'4" 0321 Passed(U��) -- 1.0 D+1.0 S(All Spans) <br /> •Deflectan criteria:LL(L/360)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9 3/8"o/c unless detailed otherwise.Proper atqchment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applkable cakuWdais are based on NDS 2005 methodology. <br /> B�iH11A_ : �_ '7a1Wi`�S�po��7��Ib��. <br /> T�#) . ��b�e � ;�ead �. �1, , 1►ooeslorie� .. <br /> 1-Column-SPF 3.00" 3.00" 1.%" 923 1575 2498 Blocking <br /> 2-Trimmer-SPF 3.00" 3.00" 1.%" 923 1575 2498 None <br /> •Blocking Panels are assumed to wrry no loads applied directly above them and the full load is applied W the member being designed. <br /> TtibutMy De�d Snow = <br /> 1.�8dg Loeation '' YYldth (0.90) : (1,f.S) Com�tr ' <br /> 1-UnRorm(PSF) 0 to 6'S" 13'6" 20.0 35.0 Snow-main <br /> WeyiBllteeUsex NOb� �SUSTAINABLE FORESTRY W RIATIVE <br /> Weyerhaeuser warraMs that the sizing of its products will be in accordance wtth Weyerhaeuser product design criteria and pudished design values. <br /> Weyerhaeuser expressly disdaims any other warrantles related to the software.Refer to cuReM Weyerhaeuser literature for installatlon details. <br /> (www.woodbywy.com)Attessories(Rim Board,Bloddng Panels and Squash Bbcks)are not designed by this software.Use of this soRware is�t intended to <br /> circumveM the need for a desf9n professional as determined by the aufhority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeus�fadlities are third-party certified to susUinade <br /> forestry standards. <br /> The produd applicadon,input desgn bads,dimensions and support informadon have been provided by Plan date:06/OS/2015 <br /> Forte software operotor ,lob Notes 8!6/2015 9:12:32 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@lymar!umb��r.com - �zea2�os,�osizo�s . Page 28 of 43 <br />
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