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2016-01501 - COO
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780 Lakeview Parkway - 06-117-23-43-0021
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2016-01501 - COO
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Last modified
8/22/2023 5:29:11 PM
Creation date
4/24/2017 2:15:28 PM
Metadata
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x Address Old
House Number
780
Street Name
Lakeview
Street Type
Parkway
Address
780 Lakeview Pkwy
Document Type
Permits/Inspections
PIN
0611723430021
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Updated
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� �� F 0 R T E � Main Level,9'Garage Door Opening PASSED <br /> 3 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:13' <br /> + + <br /> ° o <br /> 2 9� �`---� <br /> �_� <br /> � � <br /> Ail locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n Results acwai�weanon Ailowed ReauR tDF waa:comw,udo„�vanm„� sysc�,:wau <br /> Member Reaction(Ibs) 5496 @ 1'10 1/2" 5738(3.00") Passed(96%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header <br /> Shear(Ibs) 3035 @ 2'11 1/4" 5240 Passed(58%) 1.15 1.0 D+1.0 S(Adj Spdns) Buildirg Use:Residentlal <br /> Moment(Ft-ibs) 7949 @ 6'6" 7960 Passed(100%) 1.15 1.0 D+1.0 S(AR Spans) Bulwing Cade:IBC 2012 <br /> Live Load Defl.(in) 0.104 @ 6'6" 0308 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:psD <br /> ToWI Load Defl.(in) 0.160 @ 6'6" 0.463 Passed(U695) -- 1.0 D+1.0 S(Alt Spans) <br /> • Defiecdon crfteria:LL(y360)and ll(L/240). <br /> •Overhang deflec�on criteria:LL(2L/360)a�TL(2L/240). <br /> •BraUng(Lu):All canpression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral d�adng <br /> is requlred to achieve membel stability. <br /> •Applicable pkulations are based on NDS. <br /> Bearing Loads to SuPVaffi(Ibs) <br /> $Upp01'!5 Tofal Available Required Dead Snpw Tofal Aaessorles <br /> _ 1-Trlmmer,SPF_ 3.Q0" 3.A0" _ 2.87" 2033_ 3462. 5495 . None <br /> 2-Trimmer-SPF 3.00" 3.00" 2.87" 2033 3462 5495 None <br /> Tribumry Dead Snow <br /> LOBdS Locatlon(Side) Width (0.90) (1.15) Comments <br /> 0-SeH Welght(PLF) 0 to 13' N/A 12.8 <br /> 1-Unifortn(PSF) 0 to 13' 1S 20.0 35.0 Sraw-Gerage <br /> Weyerhaeuser Nobes <br /> Weyerhaeuser wartarks that the sizin9 of Ils produds will be in accwdance wRh Weyerhaeuser praduct design alteria and dished �SUSituw�slE w2Esittv�Niru�rnE <br /> W desi9n ralues. <br /> Weyerhaeuser express�y disdaims any other warraMks related to tl�e software.Refer to current Weyerhaeuser literature for InstalWtion detads. <br /> (www.woodbywy.cam)Aaessaries(Rim Board,Blocking Pands and Squash Bbcks)are not designed by this software.Use of tha soflware is not int�ded to <br /> circumveM the need fa a design professional as detertnined by the autlwrity having�urisdicdon.The designer of record,butlder or frampr is responsible to <br /> aswre that this pkulatlon is oanpatlble w�th the overall projed.Produds manufactured at Weyerhaeuser faaUdes are fhird-parly certlfied to suslainable <br /> forestry slandards.Weyertweuser Ergineered Lumber Products have been evaluated by ICC ES under technioi repats ESR-1153 and ESR-1387 and/a tested in <br /> aaordance wRh applicable ASTM standards. For currerd code evaluatlon reports refer M http://www.woodbywy.can/servkes/s_CadeReports.as�c. <br /> The product applicatbn,input design loads,dimensbns and wpport infortnation have been provided by Gorryea;pyn dated 9/29/2016. <br /> Forte Sokware Operator Job Notes 10/20/2U 1 G 3:23:05 PM <br /> Jefirey�oty.Desiyn Supervisor Gonyea Homes-GH0660 Forte v5.1, Design Engine:V6.5.1.1 <br /> Lyman Lumber Company �ao�ahe�iew?arkW3y�,c�ono.naN 780 Lakeview Parkway;Orono, MN.4te <br /> (952)9?0-4866 Evenson Resid2nr,2 <br /> jeff_doty:a�iyma�iumbar�or*; 10!20;_O�lo'�.�2'1554 P��e QZ Of 32 <br />
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