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2005-P09102 - new structure
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4445 North Shore Drive - 07-117-23-31-0001
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2005-P09102 - new structure
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Entry Properties
Last modified
8/22/2023 5:33:43 PM
Creation date
1/24/2018 11:20:36 AM
Metadata
Fields
Template:
x Address Old
House Number
4445
Street Name
North Shore
Street Type
Drive
Address
4445 North Shore Dr
Document Type
Permits/Inspections
PIN
0711723310001
Supplemental fields
ProcessedPID
Updated
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8��� r,�`�-f- 205263 BED 3 BOX <br /> T,,-�8,8�,���� 2 Pcs of 9 314" x 91/2" Z.OE Parailam� PSL <br /> �, �„�4:0��+, <br /> �1 ���,.,e.g THIS PRODUCT MEETS OR EX+�EEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICJ�ITIDN AND LOADS LISTED <br /> �Aets�er sbpe:+��i�R�f�rlone9.�i2 <br /> i �y� <br /> b g' 1 <br /> I��ne�rsiOns aze hotizonRal. Prah�t D�agram i��ottce�h�. <br /> LOADS: <br /> Anaiys�is far a Dr�Beam IVle�r�er. Tr�uta►y Lo�l Width:1' <br /> Ptimary Lo�Clraup-R�f(psf):40.0 Live at 125%dura6or�.f 5.0 Dead <br /> Vet�al Loaas: <br /> Type Class Liv� Dead L�atlon klppltcatlon Comment <br /> Ur�arm(pi� RooK125) 680.Q 255.0 0 To 4'$" Adds To <br /> Unifam�(pI� Roaf(125) 140.0 38.Q 4'9"To T �To <br /> Pair�ttis) Raaf(1.25} 0 8172 4'9" - <br /> SUPRORTS• <br /> Input Bearirtg Vertfcal ReacSi��(il�) Detall Utt�r <br /> YMdth Length Uve/�eadNplif�lTotal <br /> 1 Wood colurnn 5.25" 1.98" 2349/2783/0/5143 L7:Btodcing 1 Ply 1 3J4°x 91t2"2.OE Parailam�PSL <br /> 2 Wood calumn 5.25" 2.38" 1386!4853/0 l 6239 L1:Bioc�ng 1 Piy 1 3/4"x 91/2"2.OE ParaGarr�PSL <br /> -Se�TJ SPECIFtER'S/BUILDERS Gl1tDE f��1(s):L7:Btoddng <br /> Df.SIGW CONTROLS• <br /> Ma�ctmum Design Co�ol Co�rtral Location <br /> St�3r(!bs) -6175 -4775 5786 Pass�(83°l0) Rt end Spei11 u►1�D�loading <br /> Mor�nt(Ft-l.bs) 1458:i 9246 11751 P2�sed(79°!0) MtD Span 1 undet Dead losdtng <br /> L3ve Load Qefl(�) O.Q55 0213 P�sed{U999+) MID Span 1 urxier Racf I�ing <br /> T�!Larac!Defl(in) 0.991 0.319 P�sed{U401) 111ID S�►9 un�t R�f t�admg <br /> -Defle�tion Griteria:Specified(LL:U360.'R:U240}. <br /> -Br�ing(Lu):Ali comPressi��(toP and bottom)must be br��T o/c unless�'�d�. Pr�er atlac�ment and positioning of latsrai braang <br /> �requtred to achieve mernber siability. <br /> -l�esign assu�adequate contir►uat��al su�Ort of ttee co�r�ession�. <br /> �,DDITIOWAL MOTES: <br /> -IMPORTANT! The analysis pre�nted�output f�n soTt�rate developed by Tn�Jo�t(TJ). 7J warrants tlte si�irtg of its products by tlt�sofinrene wilt be <br /> a�rr�lished'm acxordan�aa�h TJ product design cxi�eria snd c�o�a� design va(ues. The specific product�.input design i�ds,and <br /> slat�d'm�nsions have besn pr�by the saFlwara user: This autput has rwt been revfewed by a 7J Ass�iate. <br /> -Pioi aH products are readily avai�b�. Ch�c vui�your su�r or TJ technical repr�enfaUve fa�praduc�avai�lity. <br /> THIS ANALYSIS FOR TRUS JOIST PRODUCTS OWLY! PRODUCT SUBS�1'flTfiON VOf0.S Tii1S ANALYSlS. <br /> -�S�S D� was used f�Bui�ng CadB tiBC�g�TJ D�sUt'D�On�d�af�ve. <br /> -Rlote:SEe TJ SPECIFIER'S/BUILDER'S GUIDES for muttf��y c�ttne�. <br /> PROJECT IRIFARMATION: OPERATOR INFORMATION: <br /> Terry Madcelson <br /> �'P Ptanni�d�ign <br /> 91���re st� <br /> sui�108 <br /> bla�e,MN 55448 <br /> Phane:763-780-80D4 <br /> F�c :763-780-8Q15 <br /> dfp�nnin9d�ig�visi.carn <br /> Copyriqht 0 2009 by Trus Joist, a Weyerhaeuser Suslness <br /> Paralla�is a registered trademark oE Trua Joiat. <br />
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