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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-side PASSED � <br /> 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand� LSL <br /> Overall Length:6'6' <br /> I; <br /> + + <br /> 0 0 <br /> � s, : � <br /> o a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> ; '1k1�1.�laca�on. �, A1bWM1; RlWIt,, ' LDF i�:ConlbiniKioa(�brs�) System:Wall <br /> Member Reaction(Ibs) 3799 @ 6'4 1/2" 7613(3.00") Passed(50%) -- 1.0 D+1.0 S(All Spans) f Member Type:Header <br /> Shear(Ibs) 3249 @ 1'1/2" 7902 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residerrtial <br /> Moment(Ft-Ibs) 7525 @ 2'6" 11985 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Buuding Code:IBC <br /> Live Load DeFl.(in) 0.099 @ 3'2 3/16" 0.208 Passed(U�58) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.154 @ 3'2 1/8" 0.313 Passed(U�) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection uiteria:LL(U360)and TL(U240)• <br /> • Bracing(Lu):All rnmpression edges(top and bottom)must be braced at 6'6"o/c unless detalled otherwise.Proper attachment and positanirg of lateral <br /> bracing is required to achieve member stability. <br /> 8ett1e9 ; „ . ;. ' �.tD�di�o3uPPurfs{9n): . <br /> ${I ppl�S-' Totel AvalMbye 'Reqr4ed Dead Sn6�w Td� ,, /Woassories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 1266 2248 3514 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 1318 2481 3799 None <br /> 7ri4u1aiY De�U Snow <br /> Loads i«suon wr�n �a9o� �s.u� Conmen�s <br /> 1-Tapered(PLF) 0 to 2'6" N/A 74.4 to 97.0 1551 to Generated from <br /> 202.5 Loadi Assistant <br /> 2-Uniform(PLF) 3'6"to 6'6" N/A 307.5 641.7 ����m <br /> Loadi Assistant <br /> 3-Point(Ib) 2'6" N/A 1380 2357 �erated from <br /> Loadi Assistant <br /> Weyel'I1ae1/Sel'NO�S �� ' ��� � � � � � � . (L�SUSTAINABIE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyertweuser product design criteria and published design values. <br /> Weyerhaeuser expressty disdaims any other warrantles related to[he software.Refer to current Weyerhaeuser literature for installatlon details. <br /> (www.woodbywy.com)Accessaies(Rim Board,Blocking Panels and Squash&ocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as d�ermined by the authority having jurisdiction.The designer of record,builder or fiamer is responsible to <br /> aswre that this plculatlon is compadble with the overall project.Products manufac[ured at Weyerhaeuser facilitles are third-party certified to sustainable <br /> foreshy standards. <br /> The product applicatlon,input design bads,dimensions and wpport information have been provided by Plan date:06/OS/2015 <br /> Forte Sokware 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 />�ILyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br />� iohn_nelsen@lymanlumber.com t�2052908,�05!20^5 P8g@ 10 Of 43 <br />
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