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2003 - P06144 - new structure
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0845 Willow View Dr - 28-118-23-44-0004
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2003 - P06144 - new structure
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Last modified
8/22/2023 4:25:56 PM
Creation date
2/13/2020 1:26:07 PM
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x Address Old
House Number
845
Street Name
Willow View
Street Type
Drive
Address
845 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440004
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202392 MECH <br /> TJ-Beam(TM}6.D5 Sena) oa , 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> P ; 10:27:37 AM <br /> e 1.5.12THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> T <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 /> Tapered(plf) Floor(1.00) 610.0 To 560.0 229.0 To 210.0 0 To 2 6" Adds To <br /> Uniform(plf) Floor(1.00) 520.0 195.0 2'6"To 7'4" Adds To <br /> Uniform(plf) Floor(1.00) 580.0 353.0 1'6"To 2'3" Adds To <br /> Uniform(plf) Floor(1.00) 520.0 330.0 5'To 5'6" Adds To <br /> Uniform(ptf) Floor(1.00) 320.0 255.0 5'6"To 7'4" Adds To <br /> Point(lbs) Floor(1.00) 0 1065 1'6" - <br /> Point(lbs) Floor(1.00) 0 1191 2'3" - <br /> Point(lbs) Floor(1.00) 0 1191 5' - <br /> Point(lbs) Floor(1.00) 0 1171 5'6" - <br /> (1) Point(lbs) Floor(1.00) 0 11802 7'1" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDead/UptiRITotal <br /> 1 Wood column 5.25" 5.25" 2711 13596/0/6307 L5 None <br /> 2 Pocket in masonry wall 3.50" 4.64" 2840/15437/0/18277 L4 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L4 <br /> -Bearing length requirement exceeds input at support(s)2.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 /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business <br /> 2ara11am0 is a registered trademark of True Joist. <br />
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