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�IjW202392 SCREEN PORCH <br /> '°�� �6441' B`1601 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam®PSL <br /> FJ-.16.05 Serial Number:7002001601 <br /> User: <br /> EnginneeVersion:1.2 8:25:26 5..12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0112 Roof SIopeO/12 <br /> 11 <br /> rrel <br /> ldr f>" <br /> AU dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 220.0 83.0 0 To 14'6" Adds To <br /> (1) Point(lbs) Roof(1.25) 0 1967 3" - <br /> (1) Point(Ibs) Roof(1.25) 0 4105 14'3" - <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(lbs) Detail Other <br /> Width Length LivelDeadlUpllf lTotal <br /> 1 Wood column 5.25" 5.25" 1885/2772/0/4657 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 1885/4910/0/6795 L1:Blocking 1 Ply 1 3/4"2.0E Parallarn®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2574 -2160 10044 Passed(22%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 8928 8928 24878 Passed(36%) MID Span 1 under Roof loading <br /> Live Load Deli{in) 0.239 0.463 Passed(L1696) MID Span 1 under Roof loading <br /> Total Load Defi(in) 0.341 0.694 Passed(U488) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN G+VISLCOM <br /> Copyright e 2002 by Trus Joist, a Weyerhaeuser Business <br /> ParallamS is a registered trademark of Trus Joist. <br />