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2002 - P05335 - new structure
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0850 Willow View Drive - 28-118-23-44-0014
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2002 - P05335 - new structure
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Last modified
8/22/2023 4:26:20 PM
Creation date
2/13/2020 1:55:07 PM
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x Address Old
House Number
850
Street Name
Willow View
Street Type
Drive
Address
850 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440014
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GRT RM <br /> TJ-Beam'm v5.55SerialNNumber:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 3:16:56 PM <br /> Page 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 <br /> 1 I /�2� <br /> L <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptf) Floor(1.00) 369 255 0 to 3' Adds to <br /> Uniform(plf) Roof(1.25) 280 105 0 to 3' Adds to <br /> Point(lbs.) Roof(1.25) 0 2788 1'2" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Microllam®LVL 3.50" Hanger 1026/2345/3372 1 11.9" Detail H1 <br /> 2 Column 5.25" 4" 1041 /1602/2643 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Left Top WPI411.88 No N/A No 0 <br /> -Nailing: Left(WPI411.88)-Face: N/A,Top:2-16d, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3058 1050 7107 Passed(15%) Rt.end Span 1 under Dead load <br /> Moment(ft-Ib) 2264 2078 19942 Passed(10%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.002 0.060 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in) • 0.008 0.120 Passed(U999+) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam TM are trademarks of Trus Joist. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. <br />
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