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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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!I F Q R T E MEMBER REPORT Main Level, Wdw hdr SW Bath PASSED , � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:3'5" <br /> ,� <br /> . <br /> �.. �, w � �� .��:�� , � <br /> + - � _ , � + <br /> 0 0 <br /> 3'2' <br /> 0 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 /> Design Results Actual�Location Allowed Result LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 529 @ 0 1913(1.50") Passed(28%) -- 1.0 D+ 1.0 S(All Spans) Member 7ype:Header <br /> Shear(Ibs) 251 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 452 @ 1'8 1/2" 3946 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Code:teC <br /> Live Load Defl.(in) 0.002 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 0.003 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 5(All Spans) <br /> • DeFlection criteria:LL(L,/360)and TL(L/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> Bearing Loads to Supports Qbs) '��. <br /> i <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 200 329 529 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 200 329 529 None <br /> TribuWry Dead Snow <br /> Loads Location w�am �0.90� �i.is� Comments <br /> 1-Uniform(PSF) 0 to 3'S" 5'6" 20.0 35.0 Snow-main 'I <br /> Weyerhaeuser Notes (r�SUSTAINABLE FORESTRY INITIATIVE <br /> l <br /> Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Plan date:06/OS/2015 <br /> ` . � � ,�;' � ' �` � <br /> . ;r , � , <br /> , , . : �� - ; <br /> � �, <br /> Forte Sokware Operator Job Notes 8/6/2015 9:12:25 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Keliy Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-0803 Excelsior MN <br /> i john_nelsen.nlymaNumbe�.com I #2052908105120i5 I Paye 2 of 43 <br />
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