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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, Wdwhdrstair PASSED <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 � <br /> Overall Length:5'6' <br /> + + <br /> 0 0 <br /> � 5, � <br /> 0 � <br /> All locadons are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> . , - „ .. �s � w � _. :� .,�. .. _ . <br /> � 11tiw1�l,Oesltlal ,11NOwld� t. �ik`. " _ ,: �' ��L�L�ae�l4�1) , ;r, = System:Wall <br /> Member Reaction(Ibs) 2591 @ 1 1/2" 3825(3.00") Passed(68°k) -- 1.0 D+1.0 S(All Spans) Member rype:Header <br /> Shear(Ibs) 1629 @ 1'1/4" 2872 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) euilding use:Residentlal <br /> Moment(Ft-Ibs) 3246 @ 2'9" 3946 Passed(82%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC <br /> Live Load Defl.(in) 0.037 @ 2'9" 0.175 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methadology:ASD <br /> Total Load Defl.(in) 0.058 @ 2'9" 0.262 Passed(U999+) -- 1.0 D+1.0 5(All Spans) <br /> • Deflectbn criteria:LL(l/360)and TL(U240)• <br /> •Bracing(Lu):All wmpression edges(top and bottom)must be Ixaced at 5'6"o/c unless detailed othervvise.Proper attachmeM and positionirg of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable cakulations are based on NDS 2005 methodology. <br /> _ ., <br /> 5la� � ,;- "I,��fi�0lts' .� <br /> �. <br /> $tlppiDt�S �Otol �NIdIn610 Re0li�ad ''�611d. riSnaMl h� ' TOt#1 <br /> „ <br /> 1-Trimmer-SPF 3.00" 3.00" 2.03" 954 1636 2590 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.03" 954 1636 2590 None <br /> T�ibqlary De�d ': 'S�PW <br /> LOad3 lnaflon . Wi�itli f0.90) ° �1.15)" �r�nb <br /> 1-Un'rform(PSF) 0 to S 6" 17' 20.0 35.0 Snaw-main <br /> WCyCM1e10115�NO�BS ,�,.: K.� �,� . ..�. �. � �� ... �' .� .� �. .. . „ ., .:� � ... (Z�SUSTAINABLE FORESTRY INRIATNE <br /> Weyertiaeuser warraMs that the sizing of its products will be in accordance wfth Weyerhaeuser product design criteria and published design values. 1 <br /> Weyerhaeuser e�cpressly disclaims any otfier warcaMies related to tl�e software.Refer W curreM Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designEW by this software.Use of this software is not iMended to <br /> circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of record,builder or hamer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable <br /> forestry standards. <br /> The praduct application,input design loads,dimensions and support infom�ation have been provided by Plan date:06/OS/2015 <br /> Forte Sottware operetor ,lob Notes 8/6/2015 9:12:30 AM <br /> � John Nelsen Advance Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kefly Ave Excelsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> i john_nelsen@lymanlumbeccom #2oszsoeiosizois Page 21 of a3 <br /> I ---- ____._ —.— — ---- — -- ___------— — —1 <br />
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