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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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�� F 0 R T E � Lower Level,Rec Room Window PASSED . <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 12'1" <br /> ' + <br /> ° o <br /> 3'6' 3'6' 3'6' <br /> 0 o a o <br /> All locatfons are measured from the outside face of left support(or leR cantilever end).All dimensions are horizo�tal.;Drawing is Conceptual <br /> Desi n Results ncwai��oeadon arowea rtesu�c �oF �oaa:com�„ada,�v,ceen,� system:wan <br /> Member Reaction(Ibs) 10419 @ 3'11 1/2" 15300(8.00") Passed(68%) -- 1.0 D+0.75 L+0.75 S(Adj Spans) Member Type:Header <br /> Shear(Ibs) 1394 @ 2'30 1/4" 3746 Passed(37°Yo) 1.00 1.0 D+1.0 L(Adj Spans) BuiWing Use:Residential <br /> Moment(Ft-Ibs) -2261 @ 3'11 1/2" 5147 Passed(44%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 20i2 <br /> Live Load Defl.(in) 0.008 @ 2'15/16" 0.132 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(Alt Sparn) �n htetnodaogy:nso <br /> Total Load DeFl.(in) 0.013 @ 2'3/4" 0.198 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(AR Spans) <br /> •Deflettion criteria:LL(U360)and ll(L/240). <br /> •BraGng(Lu):All campression edges(top and bottom)must be braced at 12'1"o/c unless de�iled otheiwise.Proper aMachrt�ent and positlonirg of lateral <br /> bradrg is required to achieve membei stadlity. <br /> •Applicable cakulatlons are based an NDS. <br /> _��9 Loads to Supports(Nu) <br /> Supports rorsi Available Reymroa oeaa � snow rofai aacesso�es <br /> 1-Trimrner-SPF 1.50" 1.50" 1.50" 606 858/-90 260 1724/-90 None <br /> _ _ _.__ <br /> 2-Trimmer-SPF 8.00" 8.00" 5.45" 4380 . 4110 3942 12432 None . <br /> 3-Trimmer-SPF 8.00" 8.00^ 5.08" 4062 4122 3414 11598 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 434 743/-90 51 1228/-90 Nane <br /> Tributary Dead Floor Lhre Snow <br /> LOadS Locadon(Side) Widf6 (0.90) (L00) (3.15) Com�ts <br /> 0-SeM Weight(PLF) 0 to 12'1" N/A 10.6 <br /> t-Un'rform(PSF) 0 to 12'1" 10' 15.0 40.0 - floor-Main Levd <br /> 2-Uniform(PLF) 0 to 12'i" N/A 90.0 - - Wall-Main Level <br /> Linked from:Great <br /> 3-Pant(Ib) 3'6" N/A 3276 2181 3964 Roan Wfndow, <br /> s�, rt z <br /> Linlred hom:Great <br /> 4-Pant(Ib) 8'3" N/A 3179 2181 3559 Raom wndow, <br /> Su rt 3 <br /> Weyerhaeuser Notes <br /> Weyertiaeuser warranls that the sizing of its produUs will be In aaordance with Weyerhaeuser produd design crtteria and pudished design values. �SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser expressly disdaims arry otlier warraMies rela�l to the SoRware.Refer to curtent Weyertiaeuser Iiterature for H�IalWtlon detais. <br /> (www.woodbywy.com)Accessories(Rim Board,Bbcldng Pands and Squash Blotks)are not designed by this wftware.Use of this soRware is not intended to <br /> drcumveM the�ed for a desgn professlonal as d�ertNned by the authority havirg jurlsdictlon.The designer of remrd,buikkr a tramer B responsible to <br /> assure that this pkvladon is compatlble wiU�the overall project.ProduRs manufactured at Weyerhaeuser fadlitles are third-party cerdfled to sustainable <br /> foresVy sqndards.Weyerhaeuser Engineered Lumber Producls have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in <br /> aorordance wMh applkable ASTM standards. For curreM code evaluatlon reports refer 6o http://www•woodbywy.corti/servipes/s_CodeReports.aspx. <br /> The product applicatlon,input design loads,dim�sions and wpport informatlon have be�provided by Gorryea;plan dated 9/29/2016. <br /> Forte software Operator dob Notes 10/20(2016 3:23'05 PM <br />, Ja�rey Doty.Design Supervisa Gunyea Homes-GHO660 Forte v5.1. Design Ergine:V6.5.1.1 <br /> Lyman Lumber Compan; '80 Lakaviesv Parkway:Orono,MN ?80 Lakeview Parkway;O�"OI?q h1N.4t2 <br /> (952)470-4866 Even;on Res:dence <br /> jeff_doty:alymanli�mber.com t0;_0;2n�!u:#2�554 P3gP.28 Of 32 <br />
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