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2001 - P03788 - new structure
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0805 Willow View Drive - 28-118-23-44-0002
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2001 - P03788 - new structure
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Last modified
8/22/2023 4:25:50 PM
Creation date
2/13/2020 10:48:14 AM
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x Address Old
House Number
805
Street Name
Willow View
Street Type
Drive
Address
805 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440002
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FRON : D'. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:23PM P4 <br /> 200477 GRT RM WOW <br /> 1 J-Beam <br /> T*+ vs 55 Serial Number7ao1a3a77 2 PCS of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/26/01 11'36:22 AM <br /> Pogo 1 of 1 auk.Code.146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0 Roof Slope:0 Overall Dimension=17' 10" <br /> 19 <br /> -,4'7"-_ , 4'4" _,-4'4._.o ..--4'7" <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Application, Tributary Load Width; 1' <br /> Loeds(psf):40 Live at 125%duration;15 Dead;and: <br /> TYPE GLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptt) Roof(1.25) 753 28'3 0 to 17'10" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 5.25" 1669/610/2279 1 9.5" Detail R3 SB Shear Blocking <br /> 2 Column 5.25" 5.25" 4028/1508 15534 1 9 5" Detail R7 <br /> 3 Column 5.25" 5,25" 3569/1245/4814 1 9.5" Detail R7 <br /> 4 Column 5.25" 5.25" 4028/1506/5534 1 9.5" Detail R7 <br /> 5 Column 5.25" 5 25" 1669/610/2279 1 9,5" Detail R1 SB Shear Blocking <br /> -See Ti SPECIFIER'S I BUILDER'S GUIDES for detarl(s): R1, R7. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(ib) 2881 1769 7887 Passed(22%) Rtend Span 1 under Roof ADJACENT span loading <br /> Moment(ft-lb) 2269 2269 16445 Passed(14%) Rt, end Span 1 under Roof ADJACENT span loading <br /> Live Defl.(in) 0.012 0.142 Pessed(LJ999+) MID Span l under Roof ALTERNATE span loading <br /> Total Detl.(in) 0.015 0.214 Passed(L/999+) MID Span 1 under Roof ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: 0360,TL.L/240). <br /> -Bracing(Lu):All comprcacion 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 /> -Design assumes adequate continuous lateral support of the compression edge, <br /> -The load conditions considered in this design include alternate and adjacent member skip loading. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this <br /> software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application,input design loads, and meted dimensions have been provided by the software user. This output has not been reviewed by <br /> a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project information available D.F.P.Planting&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-Beam''is a trademark of Trus Joist, <br /> Microllame i$a registered trademark or Trua Joist. <br />
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