Laserfiche WebLink
a! ; KIT PATIO DR <br /> aia..... <br /> a�;„� 2 Pc of 1 314" x 9112" 2.0E Paralia:rbie P TSI- <br /> r.!-BeerneAvao5SeriaiNumber.7 pall EXCEEDS THE + <br /> :se:2 8H 40:5X13 F THIS PRODUCT T MEETSOR EED SET DESIGN <br /> Y.�1 Engine.Neter�t_S'i2 <br /> CONTROLS FOR THE APPLICATION AND LOADS USTED <br /> t { <br /> I I <br /> 4 <br /> Product Diagram is.Conceptual. <br /> LOADS: ,,,,.._s, <br /> Analysis is for a Drop Beam Member. Tributary Load_,.r : <br /> Primary Load Group-Residential-Livkig Areas(psf):40.0 live at 100%duration,15.0 Dead <br /> Verti i Lai: CommentType Class Live f14.=. Location Application <br /> Unifonn(plf) F• i(1.00) 440.0 1M0 0To7' Adds To <br /> _ (1 25) 7c;nto 4060 OTo7' AcidsTo <br /> SUPP(O TS: <br /> Input Bearing Vertical Reactions(the) Detail Other <br /> Width Length Lei+ ltiPrillfTotal <br /> I V.Vood rxiktmrs 5.25" 5.25' 4340/2084i0;5424 L5 'Irv: <br /> 2 Wood column 5.25" 5.25" 434012084/0/6424 L5 None <br /> rat tui oFpp(.3i IMF for igs):L5 <br /> DEdIGW CONTROLS: <br /> tJa-.div.. Location <br /> Maximum Design r-�rol Control <br /> Shear rib) 550 -4168 80355 Passed(52%) Rt.end Span t under Roof loading <br /> MM or ant(Ft-Lbs) 9324 9324 16321 Passed(57%) MD Span 1 under Raaf fora-Kling <br /> Live Load Deft(in) 0.914 0.213 Passed(L/671) MID Span 1 under Roof loading <br /> -total Load Dell tin) 0.169 0.319 Passed(U454) MID Span 1 under Roof totaling <br /> -DeT. cbon Criteria:STANDARD(LL: ,TL.:1.40). of lateral <br /> . (top and bottom)must braced aced at Z 8"oic unless detailed otherwise. Proper attachment and positioning <br /> -3facing,�i-�)-Itis <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: products by this software will-IMPORTANT! Theanalysis presented is outputfrom software developed by Trus Joist(TJ). TJ warrants the sizing design loads,and <br /> th accordance withTJ product design criteria and code accepted design values. The product application,input <br /> of amplistscu c t ha notix-:-,3n revi,. =by Z Ti A.. .te. <br /> stated�erc�ores brave been provided by scsfiwate user. <br /> -Not all products are readily avai$atsie- Check with your supplier or TJ technical leo rttative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY? PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> r:;r abl - y wast for F• Code UBC..analyzing the TJ product listed above. <br /> -r�:.:a�a�-sE i3Ti?°�=;a,...Safi I.�r a�^-.'em.rJ � <br /> -Note:ScE TJSPE:IF IER'S I BUIL OER'S€�i FIDES for multiple ply�. <br /> —� <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP n eNNIN}&DESIGN <br /> 9100 B!„TiMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-715 <br /> DFPPLANNINGDESIGN@VISW.COM <br /> .,ht 0 2002 by Trus Twist, a Rayerascrser Businrss <br /> Parallat S is a registered tradP,,arl of Tres biro. <br />