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2002-P05319 - new home
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0740 Willow Drive South - 03-117-23-33-0006
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2002-P05319 - new home
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Last modified
8/22/2023 3:11:12 PM
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2/18/2020 1:50:56 PM
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0740 Willow Dr S
Document Type
Permits/Inspections
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0311723330006
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202198 SCREEN PORCH FOUND <br /> T-Bee,nmK8.02serial `an 0MOM 51/4" x 14" 2.0E ParallamS PSL, CCA-SL 2(19% < MC < 28°x) <br /> User2 0/1=91.31:30AM <br /> Papel Engine Vemion:1.2-1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 0 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pif) Floor(1.00) 54.0 20.0 0 To 16'6" Adds To <br /> Point(lbs) Roof(1.25) 0 3520 9!r - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length LlvelDead[UpHWotal Depth <br /> 1 Wood column 5.50' 5.50" 771/1888/0/2659 N/A WA WA L5 None <br /> 2 Parallam PSL Beam 5.25" 2.54" 780/2589/0/3369 1 16.00" N/A L3:Top Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L3:Top Mount Hanger <br /> HANGERS:Simpson Strom Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 2 L3:Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A WA <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 3303 -3125 8668 Passed(36%) RL end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 17820 17820 29335 Passed(61%) MID Span 1 under Floor loading <br /> Live Load Defl(In) 0.068 0.524 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.542 0.786 Passed(W48) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L=,TL:L/240). <br /> -Bra ing(Lu):All compression edges(top and bottom)must be braced at 2 8"o1c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636.6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®and Parallame are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />
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