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2002 - P05163 - new structure
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0885 Willow View Drive - 28-118-23-44-0006
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2002 - P05163 - new structure
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Last modified
8/22/2023 4:26:00 PM
Creation date
2/14/2020 10:11:59 AM
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x Address Old
House Number
885
Street Name
Willow View
Street Type
Drive
Address
885 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440006
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.44.44,010: <br /> .44'i;01FJ- <br /> 202152 DINETTE <br /> TJ-Beam"" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/20/02 8:17:34 AM <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 /> 13'6" <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(plf) Floor(1.00) 54 20 0 to 13'6" Adds to <br /> Uniform(plf) Roof(1.25) 680 375 0 to 13'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Beam 5.25" 4" 5176/2878/8054 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Microllam®LVL 5.25" 1.95" 5273/2931 /8204 1 14.0" Detail H1 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. <br /> HANGERS: <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Right Top NONE FOUND No N/A No 0 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 7677 6272 17456 Passed(36%) Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 24472 24472 50820 Passed(48%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.216 0.319 Passed(L/707) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.337 0.637 Passed(U455) 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 /> 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 TM and TJ-Beam TM are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br /> C:1TJBeamWA1202171.bm <br />
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