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HomeMy WebLinkAboutMiscellaneous - Exception (457)Job Ann 08A1119 T23 LES STROM L ROOFTRUSS - - __ .._.-..---�-�-. ...r. v.r .- --- "W 1 2815 E 5.1.14 zd•10 2815 aaa = 8 2x4 /i 2%4 \\ I 5.1.14 5-1-14 Scale• 1!13.7 LOADING (psq Q(y Ply Kitbedoe Crdsaing - PLATES GRIP TCLL 50.0 Pules kncltnase 1.15 U1018334 Vert(LL) We We 2 1 1~ hxAm a 1.15 BC 0.13 vWrL) N8 - nfa bo S1 a 61wu Aa •YYvf Hcr4(TL) 0.00 C nla Loft Lo--- - - __ .._.-..---�-�-. ...r. v.r .- --- "W 1 2815 E 5.1.14 zd•10 2815 aaa = 8 2x4 /i 2%4 \\ I 5.1.14 5-1-14 Scale• 1!13.7 LOADING (psq SPACING 2-0-0 Cal DEFL in (ICC) Udafl PLATES GRIP TCLL 50.0 Pules kncltnase 1.15 TC 0.09 Vert(LL) We We Ms120 1971144 TCOL 7.0 1~ hxAm a 1.15 BC 0.13 vWrL) N8 - nfa SCLL 5.0 Rep Sbess Incr YES WS 0.00 Hcr4(TL) 0.00 C nla BCDL 7A Code BOCAIANSI95 lot LC LL Man Udd o 1.40 Weight 13 Ib � LUMBER BRACING l TOP CHORD 2 X 4 SPK NO2 TOP CHH Sh8etl10d or 65-1-14 OC purlins, BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid oefng dir ay applied or 10-&0 oc br$CiM. —"ACTIONS (Ibfeize) A -307/5-1-14.C-307&1-14 Mint Hort Aa80(Iwd cm 3) M m( Uplift Aa-20(losd case 4), Cm-20(load Case 6) FORCES (Ib) - Fust LOW Ceae Ordy TOP CHORD A-6-179, B -C -479 BOT CHORD A-Cx127 NOTES 1) This truss has been checked lior unbWwmd loamy QOrldff m, 2) This truce hes been d wWiad The the wind loads gowatad by 90 mph winds at So R above gMund WM. using 6.0 Pef tap dxx+d dead load and 6.0 psf bottom chord dead bad, in the gable end mot zone on an oeoupen yr Celsm u, Mr 6Mn I Ieed buddnl), with expealule B ASCE 7.0 per BOCAIANSW If end ve dolt aAsk d" are not IyoCCm to wm, B E Huey at! el b takld ff mcf1dE ONK 0* 20riot axpeese lowir d, The lumber DOL ingwM N 1.33, and f* Oft grip In p Is 1.33 3) 'This truss has baso des%pW for a Eve load OF 20.Cpdan the boftm do in ail areae with a deafens ¢roster Haan 34W between the - r d m Chord and any other mealbers. 4) Provide me hIllft sal oorineellm (by Others) of true to bearing plats capable of wlMnatanding 20 Ib upwt at joint A and 20 lb uplift et joint C. S) Nan Sterldar+d bearing condition. RawMWrW, e) TMs truss has been designed with ANSUTPI 1-1895 criterl2. LOAD GASE(G) SWWWd NMK.GANADA INC.Gial�t.�f�). �® MiTek Canada, Inc, 9PECIFICATION� tU.4-A- DATED APRIL 1. 1947 FORM AN WNTEGRAL,P ., T OF THIS DESIGN 100 Indyatria) Rd., P.Q. Aox 1329 DradCord. t}n4uio, [.3/, 2H7 L l d bLb6 OMS 'ON/99: 8 '1S/ 10:6 HN lZ £ (Ids) February 13,2003 LOADING AND DIMENSIONS SPECIFIED eY FABRICATOR, SUBJECT TO VERIFICATION BY AUTHORITIES IN JURISDICTION. Neth