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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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' `, �. C O � � r " Upper Level,Master Sath Window Side PASSED <br /> r G 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:5'6" <br /> + + <br /> 0 0 <br /> 5. <br /> � � <br /> All bcations are measured from the outside face of left support(or leR cantilever end).Ail dimensions are horizor�tal.;Drawing is Conceptual <br /> Desi n Results nctuai��oce�ion a�wwea rtesue LDF �oaa:cann�nadon(naecam) syscem:wau <br /> Member Reaction(Ibs) 1607 @ 1 1/2" 3825(3.00") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member rype:Header <br /> Shear(Ibs) 1011 @ 1'1/4" 2872 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) euildirg use:ResideMWl <br /> Moment(Ft-Ibs) 2014 @ 2'9" 3946 Passed(51%) 1.15 1.0 D+1.0 S(All Spans) Bu�Iding Code:IBC 2012 <br /> Live Load DeFl.(in) 0.023 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Metliodology:ASD <br /> ToWI Load DeFl.(in) 0.036 @ 2'9" 0.262 Passed(U999+) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection crlteria:LL(U360)and Tl(LJ240). <br /> ' &acfrg(Lu):All compression edges(top and bo�tom)must be braced at 5'6"a/c unless d�Ned otl�erwise.Prciper atlachmEnt and positionirg of lateral <br /> bracing is required to achleve member stability. <br /> •Applkable calculatlons are based on NDS. <br /> BearG�g Losds to Supporb(Ibs) <br /> SU�1�101't5 Tofal Avaiqble Requlred Deed Snow' Tobl Aooeaories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 597 1011 1608 None <br /> _ 2-Trimmer-SPF 3.06" 3.00" 1.50" _ 597 1011 i608 None _ <br /> Tributary Dead S�aw <br /> Loads �owrtan(swe) wian� �0.90) (1.15) commen�s <br /> 0-SeH Weight(PLF) 0 to 5'6" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 5'6" 10'6" 20.0 35.0 Sraw-Main <br /> Weyerhaeuser Notes _ _ _ 4 susrawos�FoaestRr wmarne <br /> Weyertiaeuser wamarrts tliat the sizing of its products will be in aocordance with Weyerhaeuser product design aiterfa and pudished design values. <br /> Weyerhaeuser expressly disdaims arry other warranUes relabed to Uie software.Refe1 bo curreM Weyerhaeuser literadire for I�IIatWn details. <br /> (www.woodbywy.com)Accessories(Rim Board,Bladcing Panels and Squash Blocks)are not designed by this software.Use of this software is rwt intended to <br /> drcumvent tlie need for a design professiaial as determined by the authority having iurisdictfon.The deslgner of record,builder or(ramer is responsible to <br /> aswre that this qkulation is compatlble wRh the overall proJect.Produds manufactured at Weyerhaeuser fxilities are lhird-party certlfled to sustainable <br /> forestry standards.Weyert�aeuser Englneered Lumber Produtts have been evaluated by ICC ES un�r technical reports ESR-1153 and ESR-1387 and/or tested in <br /> aocordance witli applioble ASTM standards. For currerd code evaluadon reports refer to http://www.waodbywy.can/services/s_CodeRepats.aspx. <br /> The product applkatlon,inqrt design loads,dirt�ensions and wpport informadon have been provided by Gonyea;plan dated 9/29/2016. <br /> Forte Software operator ,1ob Notes 10l20/2016 3:23:05 PM <br /> Jeffrey Doty.Design Supen�isor 3onyea Romas-GH0660 - FOrtB V5.1,Design Engine:V6.5.1.1 <br /> Lyman Lumber Company 7S0 Lakavieav Parkway;Orono,MN 780 Lakeview Parkway;Orono.MN.4te <br /> (952)4?0-4d66 Evenson Residence <br /> jeff_doty�lymanlurnber.c:nm 10i20i201o;tt21554 <br /> Page 3 0(32 <br />
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