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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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. _ ZUU42U ttblVII l: <br /> TJ-BeanT"' v5.55 Serial Number:700103477 2 Pcs of 1.75 x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 12/7/00 8:06:04 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 /> I <br /> 4 _ <br /> -11 <br /> 11'4„ <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) 300 113 0 to 2'9" Adds to <br /> Uniform(plf) Floor(1.00) 520 195 2'9"to 11'4" Adds to <br /> Point(lbs.) Floor(1.00) 0 4349 5'9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 2595/3165/5760 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Parallam®PSL, PPCB 5.25" Hanger 3147/3492/6639 1 14.0" 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 Face HGUS410 No No N/A N/A <br /> -Nailing: Right(HGUS410)-Face: 46-10d,Top: N/A, Member: 12-10d <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 6296 5382 9310 Passed(58%) Rt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 22024 22024 27104 Passed(81%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.112 0.265 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.299 0.529 Passed(U425) 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 /> 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-ProTM 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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