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FROM : F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:24PM P5 <br /> oritsgetie <br /> 200477 BSMT STAIRS <br /> 1J-f3eamTM .r555 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> . <br /> BEA M U SA 1111 3/26/01 1.10.11 PM <br /> Page 1 of 2 Build Code,146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> r t. 1 <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) 340 to 240 128 to 90 0 to 4'3" Adds to <br /> Tapered(plf) Floor(1.00) 240 to 180 90 to 68 4'3"to 9'6" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 1054 3" Adds to <br /> Poirrt(lbs,) Floor(1.00) 0 726 4'3" Adds to <br /> (1)Analysis ar Imes toads 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 /> Toads 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(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5. 5" 4" 1492/2063/3556 1 9.5" Detail A3 1.25"LSL Rim <br /> 2 Microllam®LVL 3.50" Hanger 1223/825/2047 1 9.5" Detail H1 <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, Hi. <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE <br /> Right Top MIT49.5 No N/A No 0 <br /> -Nailing: Right(M1T49.5)-Face: 2-N10 ,Top:4-N10, Member:2-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 2337 1872 6318 Passed(30%) Lt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 5485 5485 13156 Passed(42%) MID Span 1 under Floor loading <br /> live Defl.(in) 0.089 0.222 Passed(1/999+) MID Span 1 under Floor loading <br /> Total DefL(in) 0.166 0.445 Passed(U642) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANQARD(LL: L/480,TL:L/240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"olc 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 Milckelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 851-636-6889 <br /> 651-638-1412 <br /> Copyright®2000 by Trus Joist,a Weyerhaeuser Bu inesg. TJ-Pro"'and TJ-Beam^'are trademarks of Trua Joist. <br /> Simpson Strong-Tie Connectors®IS a Mia5Storod tr2rp'm3rlc or Srmpgon Strong-Tie Company,Inc. Microllam®Is a registered trademark of Trus Joist <br />