HomeMy WebLinkAboutMiscellaneous - Exception (168)03A7�9 I T$I ROOF TRUSS 11'1` I lcmroe90 CnaeaiOp U101B343
s NOV 16 2000A67 indu iep 'I "t Feb 13 44:0316200$
�, • 11.14
22.2.11
11.1.8
11-1�
05
D
' H 30
1x4 {I 1x4 II 3x4 = 1X4 II 1x4 11
1x4 {1
LOADING (ped SPACING 2.0-0
TCLL 60.0 Plates Increase 1.16
TCDL 7.0 LIa11Der Incream 1.15
BCLL 5.0 " Rap SUM Ina YES
SCOL 7.0 Code BOCAIANSMS
LUMBER
TOP CMORD 2 X 4 SPF No.2
90T CHORD 2 X 4 SPF No,2
OTHERS 2 X d SPF NO.2
... x'2'11 ....... . _
22-2.11
C81 OEFL In (Ioc) vCW
TC 0.29 Vert(LL) n/a
PLATES
Na
HC 0.08 VVKYL) Iva - nla
"t20
WS 0,20
G Na
) st LC � L Nin Udell = 240
WgrOht; 67 +b
BRACING
TOP CHORD Shad 0r 6-0.0 oc purlins.
BOT CMORO Mod Odung direaey appfad or 10.0.0 00 brWng,
(IbWZ&) A=184@2.2.11, G=133@2-2.11, J=24/22-2-11, K=47am-2-11, L=5ftW 2-11, NK491IM-2-11, kr,�Q>j2;j-11, H=SOOi2i-Z 11
Max Hotz A=05(load CM a)
Max Uplift Ae-12(ioad MC b), Ly -121 QWA Daae 4). W-102(lo&d Case 4), 1=125(kw Caae 6). W 101(IOAd Casa 5)
Max GraV A=134(IW CASA 1), G=133(IOW C@MO 1)..--25(bpd case 7), K=478(lW cfte 1), L=$Sq bW Ce 8), Nk498(load raise 1),
1=598008d CM 7), H=500(load case 1)
FORCES (lb) - Fust Low Case Ordy
TOP CHORD A-6=33, B -C=59, Ce13a-131, D.Ea.1S4, E -F=.146, p4m.gs
60TCHORD A-Ma46, WAR46, K-1-=46, 4.046, We46. M -r45, G4"5
WEBS O -K=-404. (-'L=-469, 8W-405, E4 -..-W, F -H ---4M
NOTES
1) This toms has bw am&w for unbw lwd Ioadulg mlffti m
2) Tft tnm has been designed for the vAnd lagdg Aenbrgted by gO mph winds at 50 ft above ground level.
Wog 6.0
pef tap diad dead load and 8.0 psf bomn chord dead load. in the gable end and bone m en 0pd p&xy eme0fy
11, awl ttton 1 encNo W bWkgng. WM MOOUrna B ASCE 7418 per. BOCAlANSMS d end verticals edst It" are i'ror
000ee(fto wind. I oonewwwo odet t ei are a woeed lowhld• tf Porr�sexlsn,
The tfky ar a riot e�osed to wind.
Iumber DOL Inpai m is 1.83. and #0 plate 9" irlcreoao 1s 1.33
3) Gable rete m omtnuous bo"I C11011d bearing.
4) ' This baro bpa been designed for a Nye load of 20.Opaf an the boCom chord In all areas with a o+earanoe gleahm
than 3.6.0 between lila botmin alone arta any other manbers.
5) 1 uDt1R at J w 1, 1 t( y *ftt joint M*f 25 D t* Watt CaPDblt O4 withatantlinp 12 Ib uplift at joint A.
8) This b uplift
f has been lift at fart I and 101 Ib upfiR at joint H.
designed with ANSUTPI 1-1086 0iterm,
_y10 CASES) SWAAM
MITEK CANADAA, INC, GENERAL �MPHMiTek� Canada, InC.$R10EI+�l1710NS (U.S.A.j DATED APRIL 1,1997NTEGL PART dE61GN 100 Ind strial Rd., PA. Pox 1329
Hradirnd, Ontario. L3% 210
8Z d tltr609NSS 'ON/95: 8 '1S/b0: 6 £00Z lZ £ (lad)
Scale a 1;51.1
GRIP
1971144
Febfaary 13,2003
LOADING AND DIMENSIONS
SPECIF16;u Idy fN3RICATOR.
SUEt1ECT TO VFRIFICATION BY
AUTHORITIES IN i0mabie'riON.
WOdi