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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,Garage door header(18) PASSED <br /> 2 piece(s) 1 3/4" x 14" 2.OE Microllam0 LVL <br /> We�all Length:24' <br /> + + <br /> 0 0 <br /> r s• � �g� �' r s• <br /> � � <br /> All locations are measured from the outside face of leR support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual <br /> . . <br /> 1��. ���LiDcstlOn., �i110wad, , � L�F 1ofd:�'{�th►e), System:Wall <br /> Member Reaction(Ibs) 4442 @ 2'10 1/2" 7613(3.00") Passed(58%) -- 1.0 D+1.0 S(Adj Spans) rtember rype:Heaaer <br /> Shear(Ibs) 2907 @ 4'2" 10707 Passed(27%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 14182 @ 12' 27897 Passed(51%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.274 @ 12' 0.608 Passed(LJ800) -- 1.0 D+1.0 S(Alt Spans) Uesi9n Metfiodology:0.SD <br /> Total Load Defl.(in) 0.559 @ 12' 0.913 Passed(U392) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflectbn criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/360)and TL(2L/240). <br /> • Bracing(Lu):All compresslon edges(top and bottom)must be braced at 12'4 9/16"o/c unless detailed otherwise.Proper attachment and positloNng of lateral <br /> bracing is required to adiieve member stability. <br /> . Be�1iq ^, l�4tiOSA�1Mm�'{�) ; <br /> �1 1#5 TObI AtraLa6le: ite9uir� �aA b1�ow `' T�EeI . �looes�o�ies <br /> 1-Trimmer-SPF 3.00" 3.00" 1.75" 2322 2120 4442 None <br /> 2-Trimmer-SPf 3.00" 3.00" 1.75" 2322 2120 4442 None <br /> 'ftibuhry , Desd SnOw <br /> Loads 'i.owuo� `' w+am _�a�o� ��.ss� � <br /> Snow-main <br /> 1-Un'rform(PSF) 0 to 24' S' 20.0 35.0 Rake <br /> E ebrow <br /> 2-Uniform(PLF) 0 to 24' N/A 80.0 - Gable end wall load <br /> W@�I�I188USe�NO�b� . .. . � � . �. . . . � .. .. ll�SUSTA�NABLE FORESTRY INRIATIVE <br /> l <br /> Weyerhaeuser warrarrts that the sizing of its produds will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for instalWtlon details. <br /> (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent tfie need for a design professbnal as determined by the authority having jurisdiction.The desgner of record,builder or framer is responsible to <br /> assure that this wlculation is compadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied to sustainade <br /> forestry standards. <br /> The produd applicatlon,inqrt design loads,dimensions and support information have been provided by Plan date:06/OS/2015 <br /> Forte sonware oPeracor 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 /> (952)470-4803 Excelsior MN <br /> ;oFn_r.elsen@lyman!umber.cem #7o5290q�O512o15 . . �BgE 1a of 43 <br />
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