Laserfiche WebLink
FF O;a : F.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:22PM P2 <br /> ni..0.% r 200477 STAIRS oo <br /> I,1.Fieam"' 55,rSerial Number:700103477 2 Pcs of 14" TJI®/ProTM-120TS JOIST @ 16.0" o/c <br /> B=AMl/SA 1001 3/26/01 11:16:19 AM <br /> Pape 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> a 27'8'• J, <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Point(lbs.) Floor(1.00) 0 701 4' Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DSPTH DETAIL OTHER <br /> 1 MicroKam()LVL 3.50" Hanger 576/793/1369 1 14.0" Detail 1-11 <br /> 2 Column 5.25" 4" 5791341 1920 1 14.0" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for details) 1-41,A3_ <br /> -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications, <br /> Limits: End supports, 3.5". Intermediate supports, 3.5'with web stiffeners and 5.25"without web stiffeners_ <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Left Top 1TT414 No N/A No 0 <br /> -Nailing: Left(ITT414)-Face:2-10d, Top:4-10d, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1348 1348 3420 Passed(39%) Lt.end Span 1 under Floor loading <br /> Reaction(Ib) 1348 1348 2240 Passed(60%) Bearing 1 under Floor loading <br /> Moment(ft-Ib) 5455 5455 8746 Passed(62%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.311 0.526 Passed(11812) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.585 1.051 Passed(U432) MID Span 1 under Floor loading <br /> -Allowable moment was increased for repetitive member usage_ <br /> -Deflection Criteria:S'TANDARD(LL L/480,TL:L/240). <br /> -Deflection analysis is based on composite action with single layer of the appropriate span-rated, GLUED&NAILED wood decking. <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 /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Miklcelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyngns0 2000 Dy Tru$Joist,a Weyerhaeuser Business. ProTM,TJ-Pro""and TJ-BeamT"'are trademarks of Trus Joist. <br /> TJ10 and Microilam®are registered trademarks or Trus Joist <br /> Simpson Strong•Tie Conrnec tor%)Is a registered trademark of Simpson Strong-Tie Company,Inc. <br />