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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,Drhdrse�vice garage PASSED � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 <br /> Overall Length:3'S" <br /> + + <br /> 0 0 <br /> E .. ... � . . .. . . . .. � <br /> � 3'2' <br /> 0 � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> , If��i . .` .�. , �tl�Lbqk(on ' , 11R�v�A:;` , .�: � LDE i�di <br /> ��tp�� System:wall <br /> Member Reaction(Ibs) 1609 @ 0 1913(1.50") Passed(84°k) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 765 @ 10 3/4" 2872 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMial <br /> Moment(Ft-Ibs) 1375 @ 1'8 1/2" 3946 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Buildirg Code:IBc <br /> Live Load Defl.(in) 0.007 @ 1'8 1/2" 0.114 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design methodology:a5D <br /> Total Load Defl.(in) 0.010 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflectbn criteria:LL(U360)and TL(U240)• <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positionirg of lateral <br /> bracing is required to achieve member stability. <br /> •ApplicaWe calculations are based on NDS 2005 methodology. <br /> _ . ` 6ePeinp �tDSlq►pDks�lbs) <br /> Total Ava�4We' -R�q�A� .�d 'Siwrn "' 'To�i �Yoi�fe� <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 593 1016 1609 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 593 3016 1609 None <br /> T�wtary Desd SnoW <br /> L011dS LoCation 1Nidth C0.90} (1.1'.�; Co�wnenb <br /> 1-Uniform(PSF) 0 to 3'S" 17' 20.0 35.0 Srww-main <br /> W@r�18�118E1'N0�6�� � � �� (ZS)SUSTAINABLE f-0RESTRY INfTIATIVE <br /> Y <br /> Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produtt design criteria arM published design values. <br /> Weyerhaeuser expressly discWims any other warrantles related to the software.Refer to curreM Weyerlweuser literature for installadon details. <br /> (www.woodbywy.com)Aaessories(Rim Board,Blockirn,�Panels and Squash Blocks)are not designed by this software.Use of this soRware is no[iMended to <br /> circumveM tlie need for a design professional as determined by the authoriry havirg jurisdicbon.The designer of record,bullder or framer is responsible M <br /> assure that this calculatlon is compadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,inqrt design loads,dimensions and wpport information have been provided by Plan date:06/OS/2015 <br /> Forte Software Operator dob Notea 8/6/2015 9'12:30 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@ymanlumber.com #2oe2s oa�osrzo�s Page 20 oi 43 <br />
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