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4r202392 FRONT PORCH <br /> r"` se`X" " 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallarr>® PSL <br /> TJ-Beam(TM)8.05 Serial Number.7002001801 <br /> Page 1 E2`ne V 15N12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:5112 Roof Slope912 <br /> 4 <br /> 12, <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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(pif) Roof(1.25) 260.0 98.0 0 To 12' Adds To <br /> (1) Point(lbs) Roof(1.25) 0 2145 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 Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1 800/2885/0 1 4685 L5 None <br /> 2 Wood column 5.25" 5.25" 1800/740/0/2540 L5 None <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2408 -2020 8035 Passed(25%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 6848 6848 16321 Passed(42%) MID Span 1 under Roof loading <br /> Live Load Defi(In) 0.243 0.379 Passed(L/562) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.343 0.562 Passed(1.1388) MED Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c 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 VISI.COM <br /> Copyright ® 20U2 by Trus Joist, a Weyerhaeuser Business <br /> Parailam® is a registered trademark of Trus Joist. <br />