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2006-P10018 - new structure
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2445 Dunwoody Avenue - 20-117-23-22-0011
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2006-P10018 - new structure
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Last modified
8/22/2023 3:52:55 PM
Creation date
7/7/2016 2:56:58 PM
Metadata
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Template:
x Address Old
House Number
2445
Street Name
Dunwoody
Street Type
Avenue
Address
2445 Dunwoody Avenue
Document Type
Permits/Inspections
PIN
2011723220011
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'���� �j�" 206231 FRONT PORCH <br /> vp� <br /> TJ-BeamA6.20SeriafNumber�7i004109788 3 Pcs of 1 3/4" x 9 1i2" 2.OE Parallam� PSL <br /> � "��' ���g��� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:6.20.16 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �vlen�v Slope:812 Roaf Slope012 <br /> . �� <br /> � � <br /> � r�.3� i <br /> Ap dimensions.N e hotixontal. P�oduct Diag�.m�is f.w�ceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary load Width:1' <br /> Primary Load Group-Roof(ps�:40A Live at 125°�dura6on,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Locatian Application Comment <br /> Uniform(pt� F{oor(1.00) 64.0 24.0 0 To 5'3" Adds To <br /> Un'rform(plf) Roof(1.25) 100.0 38.0 0 To 5'3" Adds To <br /> Point(Ibs) Roof(1.25) 0 11836 1'9" - <br /> Point(Ibs) Roof{1.25) 0 1020 5'1" - <br /> SUPPORTS: <br /> Input Beariny Vertical Reactions(Ibs) Detail Other <br /> wdth Length Live/DeadNplift/Total <br /> 1 Wood column 5.25" 227" 536!8400/0/8936 L5 None <br /> 2 Wood column 5.25" 1.50" 535/4942 J 0/5477 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design CoMrol Corrtrol Location <br /> Shear(Ibs) 8843 8286 8678 Passed(95%) Lt.end Span 1 under Dead loading <br /> Moment(Ft-Lbs) 12405 11938 17627 Passed(68%) MID Span 1 under Dead loading <br /> Live Load Defl(in) 0.004 0.154 Passed(U999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.072 0.231 Passed(Ll768) MID Span 1 under Roof loading <br /> -Deflection Criteria:Specified(LL:L/360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'3"dc unless detailed otherwise. Proper attachment and pasitioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 baldmore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplanningdesgn(a�visi.com <br /> Copyright c� 2005 by Trus Joist, a Weyerhaeuser Business <br /> Parallam�a is a registered trademark of Trus Joist. <br />
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