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2002 - P05887 - new structure
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0970 Willow View Dr - 28-118-23-44-0016
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2002 - P05887 - new structure
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Last modified
8/22/2023 4:26:25 PM
Creation date
2/18/2020 9:02:23 AM
Metadata
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x Address Old
House Number
970
Street Name
Willow View
Street Type
Drive
Address
970 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440016
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.C1 i HUTCH <br /> :TJ-BgamTMn�•45,Serial Number 7000005055 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1113 8/13/00 10:28:15 AM <br /> Page 1 of 2 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 • <br /> , �n <br /> n[( , <br /> 12' <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(ptf) Roof(1.25) 180 • 188 • 0 to 2' •' ' Adds to • <br /> Uniform(plf) Roof(1.25) 680 375 2'to 12' Adds to • <br /> Uniform(ptf) Floor(1.00) 260 98 0 to 12' Adds to <br /> Point(Ibs.) Roof(1.25) 0 2805 2'2" Adds to • <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> 1 Column 5.25" 4" Left Face 4953/5035/9987 Detail A3 1.25"LSL Rim • <br /> 2 Microllam®LVL 3.50" Hanger Right Face 5807 J 3459/9266 Detail H1 <br /> See This Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. • <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. NAILING <br /> MODEL SLOPE: SKEW • FLANGES • OFFSET SLOPE. FACE TOP MEMBER <br /> Right Top HGLTV5.511 No . N/A No 0 • 12-16D 6-16D 6-16D <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN:: CONTROL CONTROL . LOCATION <br /> Shear(Ib) 9738 8848 14807 Passed(60%) Lt end Span 1 under Roof loading <br /> Moment(fe-Ib) 26267 26267 37391 Passed(70%) MID Span 1 under Roof loading • <br /> Live Defl.(in) 0.276 0.285 Passed(U496) MID Span 1 under Roof Icading <br /> Total Defl.(in) 0.472 0.570 Passed(U290) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/480,TL:L1240). <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 /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN • <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright 02000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist <br />
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