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2005 - P08369 - new structure
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1005 Willow View Drive - 28-118-23-41-0006
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2005 - P08369 - new structure
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Last modified
8/22/2023 4:24:55 PM
Creation date
2/18/2020 11:50:45 AM
Metadata
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Template:
x Address Old
House Number
1005
Street Name
Willow View
Street Type
Drive
Address
1005 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410006
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/74417at _ GRT RM WOW <br /> P, of t314"x 9 112" 7.nF ParaHHa?. -L; PSL <br /> s.seamtriM)6.06 snit Numeer 7002 au1601 <br /> USW:Page <br /> 2 11126:38 rots <br /> P <br /> Paget Engine Version_1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> DESIGN CONTROLS: <br /> Maxinnunn Design Control Control Lotion <br /> Shear n =:b ) n1 790 5785 Pass d(14%) Rt.end Spaa under Dead loading <br /> �• 117516% MID Span 1 under Dead loading <br /> Moment(Ft-LW 898 704 Passed( ) <br /> oad <br /> Live-Load,0t�}F s ui) <br /> G.0 0.081 Passed(L, 3f) MID Spar:S under Roof ALTERNATE span loading <br /> Total s_ Desi(in) 0.005 03.122 Passed(U9 4-) MW)Span 5 under Roof ALTERNATE span leading <br /> -Deflection Criteria:STANDARD(LL:LI360,TL1/240). positioning lateral <br /> -Bracing(Lu):All compression edr, (top and bottom)must be braced at 2 a o%u'nlless detailed othervli . Proper is obme t and g" <br /> bracing is required to achieve member stability. n^�'. <br /> -The conditions considered in design analysis `'cl.e alternate andadjacent member pattern- <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> Trus Joist(TJ). T3 warranty the s of its products by this software will be <br /> -IMPORTANT! The ar�:ysis prese;ited'is output from software developed by -Toutdesign toads,and <br /> accomplished in accordance with Ti product design criteria and code acceptedt �e by a Ti Associate. <br /> desn slues. The specific product application, <br /> viewed <br /> stated dimensions have been provided by the software user. :his outpak <br /> has not-Not all products are readily available. Check with your supplier or Ti technical representative for product ,afianility_ <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used;or Briding Code UBC analyzing the Ti us ibution product famed above. <br /> -Nate:See T'SPEC!F!ER.S t BUILDER'S GUIDES for multiple ply oonneefiun <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKIELSON <br /> DPP PLANNING c.DESIGN <br /> 9100 RA°_TIMORE ST <br /> BLAINE.MN 55449 <br /> Phone:763-780-804 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGNIVISLCOM <br /> tippy:SaltW.f4 _...s ..r - . aye:2_. au,a,esz <br /> Para;lam5 is a registered tr..dema.,k of Tr1.1f, <br />
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