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` � 202198 SCREEN PORCH FOUND COPY4n ~ - onnNo <br /> "' "020016 1 5 1/4" x 11 1/4" 2.0E Parallam® PSL, CCA-SL 2 (19% < MC < 28%) <br /> T.LBeam(TM)8.02 Serial Num r.7002001601 <br /> User.2 8/12/02 9:51:11 AM <br /> Paget Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension:13' <br /> © 0 <br /> 0 <br /> -6-6" b 6'6.. <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Un'rform(plf) Floor(1.00) 330.0 124.0 0 To 13 Adds To <br /> (1) Point(lbs) Floor(1.00) 0 7155 3" - <br /> Point(lbs) Floor(1.00) 0 1431 4'3" - <br /> Point(lbs) Floor(1.00) 0 1800 8'9' - <br /> (1) Point(lbs) Floor(1.00) 0 4859 12 9" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 7.00" 7.00" 1149/7804/0/8953 L1:Blocking Custom Blocking <br /> 2 Wood column 5.50" 5.50" 2823/3858/0/6681 L5 None <br /> 3 Wood column 5.50" 5.50" 1120/5631 /0/6751 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,1_5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 3472 2857 6965 Passed(41%) Lt.end Span 2 under Floor loading <br /> Moment(Ft-Lbs) -4334 -4334 19408 Passed(22%) MID Span 2 under Floor loading <br /> Live Load Defl(in) 0.011 0.154 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading <br /> Total Load Defl(in) 0.031 0.308 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STAN DAR D(LL:U480JI-11240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -The load conditions considered in this design analysis include afternate member pattern loading. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDFSIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />