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2002 - P05163 - new structure
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0885 Willow View Drive - 28-118-23-44-0006
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2002 - P05163 - new structure
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Last modified
8/22/2023 4:26:00 PM
Creation date
2/14/2020 10:11:59 AM
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x Address Old
House Number
885
Street Name
Willow View
Street Type
Drive
Address
885 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440006
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202152 DECK <br /> :1Z.,+�,�„::;... .t.( �f <br /> TJ-Beam'' v5.55 Serial Number:700103477 5.25" X 1 1.25" 2.0E Parallam® PSL <br /> BEAMUSA 1111 3120/02 10.01:25 AM <br /> Page 1 of 1 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 <br /> J11721 <br /> 16' <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 /> Tapered(plf) Floor(1.00) 120 to 240 45 to 90 0 to 6'6" Adds to <br /> Uniform(plf) Floor(1.00) 240 9 6'6"to 16' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.50" 4.25" 1897/661 /2558 1 11.2" Detail A3 1.25"LSL Rim <br /> 2 Column 5.50" 4.25" 2193/446/2639 1 11.2" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 2531 2196 6965 Passed(32%) Lt.end Span 1 under Floor loading <br /> Moment(ft-lb) 9840 9840 19408 Passed(51%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.323 0.383 Passed(U569) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.494 0.767 Passed(U372) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL:U480,TL:U240). <br /> -Bracing(Lu):AR compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -JMPORTANT! 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 stated 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 ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Environment Consideration: CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC <br /> Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJ. Wolmanized® <br /> CCA Parallam®material bearing the Timber Products Inspection,Inc. quality mark is warranted under joint agreements by TJ and <br /> Hickson Corporation. <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 /> Parallam®is a registered trademark of Trus Joist. <br /> Wolmanized©is a registered trademark of the Hickson Corporation. <br />
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