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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 doorheader(9) PASSED <br /> 2 piece(s) 13/4"x 117/8" 1.55E TimberStrandp LSL <br /> Overall Length:13' <br /> �III 9 i <br /> �' t <br /> O p <br /> Z,3, �; 9. � � 3. . <br /> 0 Q <br /> All locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> A�U�1'S Aepql�Loqtlon Alluwql; �; Rewit.;. " i�6 Lp1Mli' �pa�eri�� System:Wall <br /> Member Reaction(Ibs) 5106 @ 11'7 1/2" 7613(3.00") Passed(67%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header <br /> Shear(Ibs) 4107 @ 3'S 7/8" 9878 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residmtial <br /> Moment(Ft-Ibs) 9600 @ 6'6 13/16" 18346 Passed(52%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IeC <br /> Live Load Defl.(in) 0.153 @ 6'10 7/8" 0.308 Passed(U�2$) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.232 @ 6'SO 11/16" 0.463 Passed(U478) -- 1.0 D+1.0 S(Alt Spans) <br /> •Deflection crReria:LL(LJ360)and TL(U240)• <br /> •Overhang detlection criteria:LL(2L/360)and TL(2L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 7/16"o/c unless detailed otherwise.Proper attachmeM and positioning of late2l <br /> bracing is required to achleve member stadlity. <br /> 9eae1� �Mk x ;�p�b,{�) <br /> SU Tofal . AvaqdbN ltaqldn4 z�l�iil'' " S�w �`:7otai'` J1G4epurl�. . <br /> 1-Trimmer-SPF 3.00" 3.00" 1.94" 1765 3162 4927 None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.01" 1732 3373 5105 None <br /> Tributary Dafd, a . ,Snqw.;, , <br /> L02�1S' loeatlon iAlldlh (0.9D) < ;{1.13) : Canrne�s <br /> 1-Tapered(PLF) � 0 to 4'6"� � N/A � 56.2 to 97.0 1173 to Generated from <br /> 202.5 Loadi Assistant <br /> 2-Un'rfortn(PLF) 5'6"to 13' N/A 251.6 525.0 �nerated from <br /> Loadi AssisWnt <br /> 3-Point(Ib) 4'6" N/A 1098 1832 �nerated from <br /> Loadi Assistant <br /> WEy2H18eU6C�'NOti@S. �. ... . ,. . . .; ' �", .- ...� . .. .., , „ .. ' � (Z�SUSTAINABIE FORESTRY INRIATIVE <br /> We rhaeuser warrar�tr that the sizin of its roducts will be in aaordance witfi We 1 <br /> Ye g p yefiaeuser product design criteria and published design values. <br /> Weyerhaeuser e�cpressly disclaims any other warrantles related to the wftware.Refer to curreM Weyerhaeuser Iiterature for installadon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bbcks)are not designed by this soRware.Use of Mis software is not iMended 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 cakulation is mmpatlble with the overall project.Products manufactured at Weyerhaeuser facflides are third-party certifled to sustainaWe <br /> forestry standards. <br /> The product application,input design loads,dimensions and wpport informadon have been provided by Plan date:06/OS/2015 <br /> Forte Sottware Operetor �ob 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 /> � john_nelsen@lymanlumber.com #20529 oa;os�zo�s ?age 17 of 43 <br /> �------ -.._..__. _ -_- ------------ --_ _._.__.--—------ <br />
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