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2001 - P04014 - new structure
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0950 Willow View Drive- 28-118-23-44-0017
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2001 - P04014 - new structure
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Last modified
8/22/2023 4:26:28 PM
Creation date
2/14/2020 1:41:42 PM
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x Address Old
House Number
950
Street Name
Willow View
Street Type
Drive
Address
950 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440017
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201148 GAR <br /> TJ-Beam-"' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> 'BEAMUSA 1111 4/23/01 1:53:48 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 /> 4 <br /> n <br /> 16'6" <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) 270 24 0 to 16'6" Adds to <br /> Uniform(plf) Roof(1.25) 110 38 10'3"to 16'6" Adds to <br /> Point(lbs.) Floor(1.00) 0 8023 11'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2656/2850/5507 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Vertical DF/L, SYP 5.25" 2.364" 3146/6389/9535 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) 9309 8312 13965 Passed(60%) Rt. end Span 1 under Floor loading <br /> Moment(ft-lb) 37086 35852 40656 Passed(88%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.214 0.394 Passed(U882) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.655 0.788 Passed(U289) MID Span 1 under Roof loading <br /> -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). <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""and TJ-Beam are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />
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