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2001 - P03485 - new structure
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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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" �A. 200420 BSMT B <br /> TJ-Beam''' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 12/7/00 8:26:33 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 /> 16'2" e. <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) 180 to 260 68 to 98 0 to 4'3" Adds to <br /> Uniform(plf) Floor(1.00) 420 158 4'3"to 12'6" Adds to <br /> Uniform(plf) Floor(1.00) 560 210 12'6"to 16'2" Adds to <br /> Point(lbs.) Floor(1.00) 0 1473 7' Adds to <br /> Point(Ibs.) Floor(1.00) 0 2792 12'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 3011 /2739/5750 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 4089/4523/8612 1 14.0" 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(Ib) 8348 7256 13965 Passed(52%) Rt. end Span 1 under Floor loading <br /> Moment(ft-lb) 28909 28909 40656 Passed(71%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.266 0.389 Passed(L/701) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.570 0.777 Passed(U327) 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 /> 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 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 /> -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. 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 O 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"'and TJ-BeamTM are trademarks of Trus Joist. <br /> Microllarn®is a registered trademark of Trus Joist. <br />
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