HomeMy WebLinkAboutMiscellaneous - Exception (235)Job 8788 �FTRUSS
03(1189 T14
LOADING (psf)
TCLL $0.0
TCDL 7.0
BCLL 5.0
BCDL 7,0
LUMBER
TOP CHORD
SOT CHORD
OTHERS
2 11
11615 I 23.1.14
1 tBiG 1141-15
4X6 -
0
SPACING 2�0
PWO k1Cr9Aee 1.15
Lumber Ir aerie 1.15
Rep Stress inor YES
Code BOCAlANSI9S
L K J I N
1x4 II 1X4 II 5X5 — 10 II' 1x4 II
23.1-14
23-1-14
3x4 Q
Cat DEFL in (W) Ndafl
TC 0.28 VarKLL) Ne - rig
BC 0.13 V&VL) We rtla
WB 0.44 Morz(TL) 0.01 G Ila
(Matrix) 1 at LC LL NUn NO ■ 240
PLATES
M120
WeIWL 98 lb
2 X 4 SPF N0.2 TOP CHORD Sheathed or 6" 00 purlins,
2 X 4 SPF N0.2 BUT CHORD Rod celling mfeafy applled or 10-" OC braang,
2 X 4 SPF No.2 WEBS 1 Row at midpt D -J
(INsize) Aa2.4=34.14, G=24(1/23-1-14, J=392!23-1-14. K=5521234-14. L=6503'1.14. 10652!23.1-14. M■555/23-1-14
Max Hoe A=.304oad cam 2)
MAOI U01i t A=78(IW CM 2). G--25(IOed.8): K-24TOOM ewe 4), L0.2400=d, cm 4), k-246(IWd CM 6). H=-240(bBd am S)
Max Grav M240(bed arse 1), GsW(load arae 1). Jo$92(load one 1), K,5780ppd case 6). L=66ti(foad Cass 1),1=678(loed qse 7).
ht_53s(lftd ofte 1)
FORCES (fb) - Figt LOW C"o OMq
TOP CHORD A-9038.8-0-272, C -D0-276, D -E0-276, E -Fa -272, F-0=-222
BOT CHORO A -L-80, K -L-80, J.K.80, W.W, "go, G-Fh80
WEBS D -J0.294. C.(0.480. B -Ls -439, E -I= . F -H=439
NOTES
1) This ftM nag been cltetic 1 for unbalanoee kM" oonelnons,
2) This truss has been 'Wgned fa the wind load$ genvalad,by 90 mph winds 5150It ahoy$ 9hc,u d level. using 6.0
pzf lop ch6rd dead bad end 8.0 psr bOtlGrn tl�o&l dead food. In the gable and roof none 0n an 0oarpancy Wftory
II, oondldon I endosed bulldi% with expo$ure B ASCE 7.98 per BDCAlANSws ff end verticals exhK May are not
exposed 1q wide. N Cann vera eSHgt they are I I W1 m wind. K porches ad@4 they are not apoeed to wind.
The lumber DOL htaeaae is 1.33, and the pig* grip l OMM Is 1.33
3) 'This truss tAs boort designed far a live load of 20.QW oI n1e bottO v aft in as mems will s de rsnoo gra
than 8.8-0 between the broom dlord and any other members.
4) Provide e0a&Wdesi 00m"CUM MY othara) 01 miss to bearing P18te CWable Of W*WMn*V 78 Ib upGR at joint A,
26 Ib upfft 641 j *4 0, 247 ib uOR st Ord K, 2401b WMlt at joint L 246 Ib upMR at )dM 1 and 240 Ib upI1R at Joke H.
5) Non StencItO bomb condWon. Rev4ewrr3Wker.
'\TW8 trues has laden aeaipnea with ANSVrP11.1W6 arteria.
LOAD CABE(S) Standard
MrrEK CANAOq twC. GENFQ►r ® MiTek Canada, Inc.
, ,r,,!, itQ�(5 (U.B.a:) DATED APRIL 1 1997 „
FpRM,A „_INTEGRAL P T_p 100 f xfustrial Rd-, F.O. Dox 1329
Bradford, Ontario, L37 2R7
Z d b�ti6090t9�'ON/�0;8 1S/Z5 8 £OH lz
U101(1324
Scale ■ 1:101,3
GRIP
1971144
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FAUNIG'ATOR.
SUOJECT TO VERIFIC7ATIAN AY
* AUTHORITIES IN JURISDICTION.