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202392 SCREEN PORCH FOUND <br /> T�aeam(ttM}ine.�ser;a( •ms''`Sb'it ,�1 (IRON' CO. <br /> S 1/4k x 11 1/4% 2.0E Parallame,PSL, CCA-SL 2(19% < MC < 28%) <br /> 700200 <br /> User.2 12/2370211:01:34 AM <br /> Page 1 [engine Version;1,6:12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> IT 6- <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psi'):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Tapered(plf) Floor(1.00) 270.0 To 380.0 101.0 To 143.0 0 To 4'6" Adds To <br /> Uniform(plf) Floor(1.00) 420.0 158.0 4'6"To 12'6" Adds To <br /> Tapered(plf) Floor(1.00) 420.0 To 380.0 158.0 To 143.0 12'6"To 14'6" Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(lbs} Detail Other <br /> Width Length LtveiDeadltipllttITotal <br /> 1 Wood column 5.50" 5.50" 2953/1243/0/4196 15 None <br /> 2 Wood column 5.50" 5.50" 3250/1356/014606 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):15 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -4405 -3746 6965 Passed(54%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 15133 15133 19408 Passed(78%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.367 0.461. Passed(L/453) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.656 0.692 Passed(L253) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:L1240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/e 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 specific product application,input design Toads,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 /> -Environment Consideration: CCA-SL 2(19%<MC<28%) <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 a7 2002 by Pius Joist, a Weyerhaeuser business <br /> ParalleeS is a registered-trademark of Trus Joist. <br />