HomeMy WebLinkAboutMiscellaneous - Exception (113)08A169 T4 PIGGYBACK 64 1 U1018339
LES STRUMM ES UETWAYMIoPdo)
1 ., LAU t I, Q1J 4.201 1 i1B 2000 rl-ia T1uTFW-41 4a•n2•n7 1wi
�� 7.11.1b 14 e Q — 211 29.p,0
Sub: 3J16 �1'
40 =
6.00 (i4
E
40 = 3x4 = 4x4 =
Nom
1) This ttuse has been 000kef W unbalanced baf>Ing omfillona.
2) This truss has bm deeiprW for the wind loafs generatef by 90, mph wins a 60 ft above Vxind bed, using 6.0
pd top of nd deed load wW 8.0 psf bottom dad dead bad M ala fie end roar mm on an 000llpalfcy cafepwy
Il, oondMwl I enclosed building, with Axpoeurs B ASCE 7.96 par BOCAIANSI96 Wad verba ds exlk they sm not
al OWW to wind. H Canfflevers e+aet, alley eye expo"d to vdnd. n pon:rm wd K they ars not e> to wird.
The lumber DOL inersaae Is 1,33, and fhb plate grip iltasese is 1.33
3) ' Thb trues hes beers deeiplfed fora live load of 20.0per en fhb bo0om alord In all areas with s dowance greater
Mm 31.0 between fhb bottom dlwd and any aaelr membara.
4) Provide medwiem omnaction (by others) of truss to bearing plate Capable of witliotending 201 lb uplift at joInt B
and 201 lb uplift at joint M.
6) This elms has been designed wM ANSUTPI 1-1995 *$tens.
CASES) Standard
�P�j 0, N&AX%10 INC. GENERAL APRIL 1 1997 IM , ® MiTak Canada, Inc.
FORM AN INTVEGRAL� pF THIS pE$jG�j 100 Industrial Rd., P,4. Hex 12129
��a Aradford, Ontario, UZ 2B7
bZ d b�b6090�99'ON/99 8 '1S/M6 HN [Z £ (Ids)
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FAaRICATOR,
SIIBJECTTO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
W0d9
O 11.4 10.1.15 I
WWI 28o-11
4114 9-2-10
0$-2 1-2.10 o•11.e
Plate Me% (X,Y): (8:4.0 8_ ��• M:0.0.8,
-
LOADING (psf) SPACING 2-0-0 CSI
DEFL in (IGC) Iido PLATE$ GRIP
TCLL $0.0 Pfl; a lr*w la 1:15 TC 0.87
VerKLL) -0.40 J -L z We MI120 1971144
TCOL
7.0 LumberInaftse 1AS AC 0.99
Vmt(m) •0.47 J -L >W6
BCU
5.0 Rep Stress $nor YES WB 028
Mofz(TL) 0.11 H We
SCOL
7.0 Code BOCAIAN8196 (Matdx)
_. ...._.- .—
1 st LC LL FAn YAefl = 240 Weight 95 Ib
LUMBER
BRACING
TOP CHORD
2 X 4 SPF No.2'Exoor
TOP CHORD Shootivd or 2-66-10 ee purlins.
A•D 2 X 4 SPF 1630E 1.5E, F.I 2 X 4 SPF 16SOF 1.5E
BOT CHORD Ripld c e" dimuy applied or 10.0.0 00 br8ping.
BOT CHORD
2 X4 SPF 1660E 1.5E
C19S
2 X 4 SPF N0.2
1
,ACTIONS
(0)16129) 6=2011/063.8. H-201 1a3.8
Max Horz B=193(logd Cage 4)
Max UPIM 0 -20106ad est! 4), 14■-2010bsd epee S)
FORCES (Ib) •Fist Lead Case Only
TOP CHORD
A -B=29, B.Cr-3467. CZ11, D -Eo -2887, E -Fs -2667, F -Go -3041,
G -H=3467. M4--29
BOTCHORD
B -L=•2041, L4* -1978, M•W1978. K-Ns1976, J-Ko1978, H-Jo2841
WEBS
C•L-700, E-L■1092, E-Jw1092, G40-700
Nom
1) This ttuse has been 000kef W unbalanced baf>Ing omfillona.
2) This truss has bm deeiprW for the wind loafs generatef by 90, mph wins a 60 ft above Vxind bed, using 6.0
pd top of nd deed load wW 8.0 psf bottom dad dead bad M ala fie end roar mm on an 000llpalfcy cafepwy
Il, oondMwl I enclosed building, with Axpoeurs B ASCE 7.96 par BOCAIANSI96 Wad verba ds exlk they sm not
al OWW to wind. H Canfflevers e+aet, alley eye expo"d to vdnd. n pon:rm wd K they ars not e> to wird.
The lumber DOL inersaae Is 1,33, and fhb plate grip iltasese is 1.33
3) ' Thb trues hes beers deeiplfed fora live load of 20.0per en fhb bo0om alord In all areas with s dowance greater
Mm 31.0 between fhb bottom dlwd and any aaelr membara.
4) Provide medwiem omnaction (by others) of truss to bearing plate Capable of witliotending 201 lb uplift at joInt B
and 201 lb uplift at joint M.
6) This elms has been designed wM ANSUTPI 1-1995 *$tens.
CASES) Standard
�P�j 0, N&AX%10 INC. GENERAL APRIL 1 1997 IM , ® MiTak Canada, Inc.
FORM AN INTVEGRAL� pF THIS pE$jG�j 100 Industrial Rd., P,4. Hex 12129
��a Aradford, Ontario, UZ 2B7
bZ d b�b6090�99'ON/99 8 '1S/M6 HN [Z £ (Ids)
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FAaRICATOR,
SIIBJECTTO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
W0d9