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2001 - P03485 - new structure
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Willow View Drive
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1050 Willow View Dr - 28-118-23-41-0011
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2001 - P03485 - new structure
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Last modified
8/22/2023 4:25:04 PM
Creation date
2/19/2020 8:22:48 AM
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x Address Old
House Number
1050
Street Name
Willow View
Street Type
Drive
Address
1050 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410011
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1UU4ZU LiSM l H • <br /> TJ-Beatn v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL URur_ <br /> BEAMUSA 1111 12/7/00 8:02.55 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 /> 1 <br /> 11' <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) 63 24 0 to 11' Adds to <br /> Point(Ibs.) Floor(1.00) 0 4159 2' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Parallam®PSL, PPCB 5.25" Hanger 566/3782/4349 1 9.5" Detail H1 <br /> 2 Parallam®PSL, PPCB 5.25" Hanger 566/907/1473 1 9.5" Detail H1 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): Hi. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Left Face HHUS410 No No N/A N/A <br /> Right Face THAI-2,W=3.56 No No N/A N/A <br /> -Nailing: Left(HHUS410)-Face: 30-16d, Top: N/A, Member: 10-16d <br /> -Nailing: Right(THAI-2,W=3.56)-Face: 30-10d,Top: N/A, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 4283 4163 6318 Passed(66%) Lt.end Span 1 under Floor loading <br /> Moment(ft-lb) 6507 6507 13156 Passed(49%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.053 0.253 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.232 0.506 Passed(U524) MID Span 1 under Floor 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''and TJ-BeamTM are trademarks of Trus Joist. <br /> Microllam®and Parallam®are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc <br />
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