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2002 - P05115 - new structure
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1030 Willow View Drive - 28-118-23-41-0012
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2002 - P05115 - new structure
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Last modified
8/22/2023 4:25:08 PM
Creation date
2/18/2020 1:56:55 PM
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x Address Old
House Number
1030
Street Name
Willow View
Street Type
Drive
Address
1030 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410012
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BRKFT/GRT RM <br /> TJ-Beam' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 1t875" 1.8E Microllam® LVL <br /> B&AMUSA 1111 2120/02 2:58.29 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 /> [7f14 2: <br /> 15'2" <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 24 0 to 15'2" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1601 10'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 714/864/1578 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Microllam®LVL 3.50" Hanger 712/1502/2214 1 11.9" Detail H1 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Right Top MIT411.88 No N/A No 0 <br /> -Nailing: Right(MIT411.88)-Face:2-10d,Top:4-10d, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 2172 2029 7897 Passed(26%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 8120 8120 17848 Passed(45%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.116 0.364 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.351 0.728 Passed(U498) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/480,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 /> • <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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProT"and TJ-Beam n'are trademarks of Trus Joist. <br /> Simpson Strong-Tic ConnectorsC is a registered trademark of Simpson Strorg-Tie Company,Inc. MicrollamC is a registered trademark of True Joist <br />
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