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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,Beam above portch-middle PASSED <br /> 2 piece(s) 13/4"x 9 1/2" 1.55E TimberStrand0 LSL <br /> Overail Length:9'3' <br /> + + <br /> 0 0 <br /> � <br /> - � - <br /> � <br /> , <br /> �� g�y. ' � <br /> a o <br /> All locations are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Y��4t� AcdW�LO�o <; AiloWed';�; �! ,. �Lb�?,. 1ablld: ' _ �i)` < ,` System:Flaor <br /> Member Reaction(Ibs) 3018 @ 9'1 1/2" 7613(3.00") Passed(40%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 2319 @ 8'2 1/2" 7902 Passed(29�0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Resldential <br /> Moment(Ft-Ibs) 6420 @ 4'9" 11985 Passed(54%) 1.15 1.0 D+1.0 S(All Spans) Building Code:ieC <br /> Live Load DeFl.(in) 0.168 @ 4'8" 0.300 Passed(U�) -- 1.0 D+1.0 S(All Spans) Design ntetl,odology:aSD <br /> Total Load Defl.(in) 0.268 @ 4'7 15/16" 0.450 Passed(U4�3) -- 1.0 D+1.0 S(All Spans) <br /> •Deflectan criteria:LL(L/360)and TL(L/240). <br /> •Bradng(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positionirg of late2l <br /> bracirg is required to achieve member stability. <br /> �� ����� <br /> i'ofal .AYai�bl� �Rl4�Ib'!fl �;.�kp�.ti `•"�119W�. '.::'�`Otlil' -�#C06�f�� <br /> 1-Column-SPF 3.00" 3.00" 1.50" 906 3502 2408 Blotking <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 1128 1890 3018 None <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> TNbutary :Deaa s,Sriow <br /> I.oads' �ooaoe w�au� {a.9oj ��.u)" ca� <br /> 1-Uniform(PSF) 0 to 2'2" 5'6" 20.0 35.0 Snow-main <br /> 2-Uniform(PSF) 2'2"to 9'3" 12' 20.0 35.0 Snow-main <br /> Wey@rltaeus�Notes ' ` �SUSTAINABLE fORESTRY INITIATIVE <br /> Weyerhaeuser wartards that the sizing of itr products will be in aaordance with Weyefiaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties reWted to the software.Refer to current Weyerhaeuser IiteraWre for installatlon d�ails. <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 the need for a design professional as determined by Me authority having jurisdiction.The designer of record,buAder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Vroducts manufactured at Weyerhaeuser facilkies are third-party certlfied to susWinable <br /> forestry standards. <br /> The product applicatlon,inqrt design loads,dimensions and support information have been provided by Plan date:06/OS/2015 <br /> Forte Sottware Operator Job Notee 8(6/2015 9:12:31 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excefsior MN.4te <br /> (952)470-4803 Excelsior MN <br /> � john_neisen@Iymaniumber.com #20525 08/0512015 Page 27 of 43 <br /> �- —. __.-- ____ L-- --------_— - <br />
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