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2004 - P07304 - new structure
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0965 Willow View Dr - 28-118-23-44-0010
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2004 - P07304 - new structure
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Last modified
8/22/2023 4:26:11 PM
Creation date
2/18/2020 9:52:30 AM
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Template:
x Address Old
House Number
965
Street Name
Willow View
Street Type
Drive
Address
965 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440010
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Updated
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WIRIA(41- • <br /> 203608 FRONT PORCH FOUNDATION <br /> TJ-seam(TM)6lQSerial Numberh7�r8i3009804 3 1/2" x 9 1/4" 2.0E Parallam® PSL, Wolmanized® - SL 2 (16/o MC <br /> User:1 211812004 239:10 PM 280/ <br /> Page 1 Engine Version:1.10.3 �v+ <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension:43'9" <br /> 14 IF 4 } # <br /> 0; <br /> 3'6 13"3„ b 9' s 17 d a• 3* <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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 /> Point(lbs) Roof(1.25) 0 1749 6" - <br /> Point(Ibs) Roof(1.25) 0 2431 13'6" - <br /> Point(Ibs) Roof(1.25) 0 3443 22'6" - <br /> Point(Ibs) Roof(1.25) 0 4982 35'6" - <br /> Point(Ibs) Roof(1.25) 0 1132 43'3" - <br /> Uniform(plf) Floor(1.00) 120.0 45.0 0 To 13'6" Adds To <br /> Uniform(pif) Floor(1.00) 200.0 75.0 13'6"To 22' Adds To <br /> Uniform(0f) Floor(1.00) 160.0 60.0 22'To 36' Adds To <br /> Uniform(plf) Floor(1.00) 200.0 75.0 36'To 43'9" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.50" 5.50" 990/2164/0/3154 L5 None <br /> 2 Wood column 5.50" 8.62" 2653/3462/0/6115 L5 None <br /> 3 Wood column 5.50" 10.07' 2728/4421/0/7149 L5 None <br /> 4 Wood column 5.50" 12.41" 2715/6094/0/8809 L5 None <br /> 5 Wood column 5.50" 5.50" 992/1431 /0/2422 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> SUITE 106 <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN©VISI.COM <br /> Copyright 0 2003 by True Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />
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