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0r4 202198 PORCH FRONT <br /> Tja_ff(r"&02 "N,„ M=sa MeM 3 PCs of 1 3/4" x 16" 2.0E ParallamOD PSL <br /> User-2 en1As a35:1e au <br /> PvQe1 eVinavemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> F-4 4 <br /> 0 <br /> Product Dingram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V <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 /> Unifam(plf) Floor(1.00) 64.0 24.0 0 To 20'6" Adds To <br /> Point(los) Fbor(1.00) 0 4837 3 3" - <br /> Pointpbs) Roor(1.00) 0 3545 1T 3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Llve/Dead/Uplift/Totel <br /> 1 Wood column 525" 5.25" 1066/5315/016381 L5 None <br /> 2 Wood column 5.25" 5.25" 1066/4405/0/5471 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: . <br /> Maximum Design Control Control Location <br /> Shear pbs) 6328 6081 16240 Passed(37%) Lt.and Span 1 under Floor loading <br /> Moment(Ft-Lbs) 20775 20775 52432 Passed(40%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.109 0.497 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.479 0.994 Passed(U498) MID Span 1 under Floor boding <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <br /> -Bractng(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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design bads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651453648W <br /> Fax :6514638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />