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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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� <br /> � � Upper Level,Bedroom#2�ndow PASSED <br /> �. � F TE � � <br /> 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'6" <br /> + + <br /> 0 0 <br /> 6' <br /> o a <br /> All laations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontai.;Drawinq is Conceptual <br /> D@SI n Results Actual�Loeatlon Aqowed Rewit LDF load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 3510 @ 6'4 1/2" 5738(3.00") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 2404�5'S 3/4" 4308 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residentlal <br /> Moment(Ft-Ibs) 5257�3'3 1/8" 5919 Passed(8996) 1.15 1.0 D+1.0 S(All Spans) eu�lding Code:teC 2012 <br /> Live Load Defl.(in) 0.056 @ 3'2 15/16" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.089 @ 3'2 15/16" 0313 Passed(L/844) — 1.0 D+1.0 S(All Spans) <br /> •Deflectbn criberia:LL(U360)and TL(L/240). <br /> •&adrg(Lu):All compression edges(tap and bottan)must be braced at 6'6"oJc unless delalled otherwise.Prpper atFachment and positlonirg of lateral <br /> bracing is required to achieve member stabiHty. <br /> •Applicable cakulatlons are based on NDS. <br /> BeaNny I.o�ds to Suppais(16s) <br /> Supports roa� nva�lsn�e Reqwrea ua.a snow roa� �coe�ories <br /> i-Tdmrtier-SPF 3.00" 3.00" 1.81" 1283 2185 3468 None <br /> 2-Trimmee-SPF 3.00" 3.00" k84" 1298 2212 3510 None <br /> TribuEsry Desd Snow` <br /> Loads wue��swe� wWnn �a9o� �i.is� eommeMs <br /> 0-SeH Weight(PLF) 0 to 6'6" N/A 10.6 <br /> 1-Uniform(PSF) 0 to 2'3" 19' 20.0 35.0 Snow-Main <br /> 2-Unifortn(PSF) 2'3"to 6'6" 19'6" 20.0 35.0 Snow-Main <br /> Weyerhaeuser Notes �SUSTAINABLE FORESTRY INRWTNE <br /> Weye�haeuser wartar�tlwt tl�e sizYig d�produds will be M aaardance with Weyerhaeuser product design aiheria and pudished design values. <br /> Weyerhaeuser e�ressty discla�ms a�ry other warrardies related tn the wRware.R�er to curt�t Weyehaeuser Iihe2ture for InstalWtfon detaRs. <br /> (www.waodbyv+y.com)Accessories(Rim Board.Bbcking Pands and Squash Bbcks)are not designed by this software.Use of this software is not interWed to <br /> drcumvent fhe nced for a design professlonal as determined by the autliority having iu�on.The designer d reoad,buNder or framer Is respons�le to <br /> assure that this cakulatlon is oompatlble wRh fhe overatl project.Products manufactured at Weyerhaeuse�fadGtles are third-pariy cerdNed to susminable <br /> forestry standards.Weyerhaeuser Ergir�eered Lumber Producis have bcen evaluabed by ICC ES under hedmkal repatr ESR-1153 and ESit-1387 arKl/a t�ed in <br /> aaordance wlth applkable ASTM standards. For arreM code evaluatlon reporfs r�er to hCp://www.woodbywy.com/servloe5/s CodeReports.aspoc. <br /> The produd applicadon,Input design loads,dimensions and wpport Infortnatlon have been prwided by Gonyea;pyn dated 9/29/2016. <br /> Forte Software Operator ,Job Notes 10/20/2016 3:23:05 PM <br /> Jeffray Doty,Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 <br /> Lyman i_umber Company 780 Lakeview Paikway:Orono,P.1N 780 lakeview Parkway;Orono. MN.4fe <br /> �952)570-�866 Evenson Residence � <br /> �eff_dory��iltymanlumber.com 10/2Di2�J16;#21,554 Page 2 of 32 <br />
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