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-f':W(� REC RM PATIO DR <br /> ,x- l Number, <br /> umDrof 7 75" v O 5" 7 n G 1 <br /> TJ-oCarri � c6.55 SefiaiiJurniiri:7wiv.riT7 r Pcs rt.rr v v.v r.vry MICI'0��am0 LVL. <br /> BEA%IUSA 1111 2/21/02 8:40:45 AM <br /> Page 1 of 1 Build Code:146 <br /> THIS PRODUCT T MEETS OR EXCttuTHE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 <br /> I I <br /> I I <br /> 7' <br /> LOADS: Product Diagram l, <br /> is Conceptual <br /> Analysis for Beam 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) 420 158 0 to 3'3" Adds to <br /> Tapered(pif) Floor(1.00) 420 to 440 158 to 165 3'3"to 4'9" Adds to <br /> Uniform(ptf) Floor(1.00) 440 165 4'9"to 7' Adds to <br /> Point(lbs.) Roof(1.25) 0 2037 3'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1622/1660/3282 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 1658/1673/3331 1 9.5" 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) 3122 2509 6318 Passed(40%) Rt.end Span 1 under Floor loading <br /> Moment(ft-Ib) 6559 6559 13156 Passed(50%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.043 0.213 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.109 0.319 Passed(L/701) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: U360,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 toads, 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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Bearnm.are trademarks of Trus Joist. <br /> Microllarr is a registered trademark of Trus,Inist <br />