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FROM : D. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 88 2881 02:26PM P9 <br /> � -3viglics200477 BSMT FAM RM WOW <br /> TJ-Baan" erial Number:700103477 2 PCs of 1,75" x 11.875" 2.0E Microllam® LVL <br /> tit"AMusA 1111 3/26/01 1:43.12 PM <br /> Paget of 2 Build Cade 148 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=17'10" <br /> _._....... ...: .4, <br /> 13) 517-1 <br /> ... .4'7» d'4.. 4.4"_ __.,_ 4'T"— <br /> Product <br /> " ,Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis fur 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 /> Uniforrn(psf) Floor(1.00) 620 233 0 to 4'6" Adds to <br /> Uniform(plf) Floor(1.00) 300 113 4'8"to 8'11" Adds to <br /> Tapered(plf) Floor(1.00) 300 to 330 113 to 124 8'11"to 10'2" Adds to <br /> Uniform(pll) Floor(1.00) 330 124 10 2"to 17'10" Adds to <br /> (1) Point(lbs.) Roof('f.25) 0 2279 3" Adds to <br /> (1) Point(fbs.) Rcof(1.25) 0 5334 4'7" Adds to <br /> (1) Point(€bs.) Roof( _25) 0 4814 8' 11" Adds to <br /> (1) Point(lb .) Roof(1.25) 0 5334 13'3" Adds to <br /> (1) PointQbs.) Floor(1.00) 0 2279 17'T' Adds to <br /> (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim,or squash blocks are required <br /> at dropped supports.The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1450 I 2816/4266 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 525" 5.25" 2704 16359 I 9063 1 1t9" Detail B3 <br /> 3 Gotumn 5.25" 5.25" 1739/5341/7080 1 11.9" Detail B3 <br /> 4 Column 5.25" 5.25" 1975/6087/8082 1 11.9" Detail B3 <br /> 5 Column 5 25" 4" 821/2575/3396 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S 1 BUILDER'S GUIDES for detail(s):A3, B3. <br /> DEMON CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 7664 1219 7897 Passed(15%) Rt.end Span 1. under Floor ADJACENT span loading <br /> Mornerd(ft-Ib) 1571 1571 19942 Passed(8%) MID Span 1 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.007 0.142 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Defl_(iri) 0,009 0.214 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL: L/360,TL_L/240). <br /> -Bracing(Lu):Alt compression edges(top and bottom)must be braced et 2'8"ole unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -The load conditions considered in this design include alternate and adjacent member skip loading. <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 /> 651-838-1412 <br /> Copyright S 2000 by Trus Joist,a Weyerhaeuser Business. TJ.Pro^'and TJ-BeamTM arc trademarks of Trus Joie. <br /> Mioroltam®is a registered trademark of This Joist. <br />