Ford 5.00E+04 Automobile User Manual


 
E-SERIES (May, 2004)46
E-SERIES (May, 2004) 47
STATEMENTS OF CONFORMITY
FIGURE J2 – E-SERIES DIESEL SCHOOL BUS FUEL SYSTEM AND FLOOR STRUCTURE
9
10
3
5
6
7
WELD SHEET METAL
RELIEF AFTER FORMING
GUSSET CROSS SILL TO
OUTER SUPPORT R.H. SHOW
N
L.H. SYMETRICALLY OPPOSITE.
SUPPORT CROSS SILL OUTER L.H. SHOWN.
R.H. SYMETRICALLY OPPOSITE.
C
VIEW
C
24.8
[ 0.98
]
23.1
[ 0.91
]
104.
8
[ 4.13
]
177.
5
[ 6.99
]
571.
7
[ 22.51
]
46.8
[ 1.84
]
1318.
3
[ 51.90
]
320.0
[ 12.60
]
102.
2
[ 4.02
]
200.
0
[ 7.87
]
985.
6
[ 38.80
]
492.8
[ 19.40
]
TO OF 36.0 DIA HOLE
13.0
[ 0.51
]
DIA 8 HOLES
42.7
[ 1.68
]
8.
0
[ 0.31
]
49.
2
[ 1.94
]
134.0
[ 5.28
]
67.0
[ 2.64
]
36.
0
C
L
C
L
[ 1.42
]
DIA 2 HOLES
TO OF SILL
C
L
C
L
13.
0
[ 0.51
]
DIA 4 HOLES
46.5
[ 1.83
]
28.1
[ 1.11 ]
110.0
[ 4.33
]
37.0
[ 1.46
]
74.0
[ 2.91
]
85.
0
[ 3.35
]
170.0
[ 6.69
]
SEE VIEW C FOR
HOLE DIMENSION
S
LOCATION
32.
1
[ 1.26 ]
125.0
[ 4.92
]
98.0
[ 3.86
]
26.
9
[ 1.06
]
C
L
4
C
L
C
L
38.6
[ 1.52
]
34.9
[ 1.37
]
110.0
[ 4.33
]
18.0
[ 0.71
]
48.
0
[ 1.89 ]
122.0
[ 4.80
]
170.0
[ 6.69
]
40.
3
[ 1.59
]
172.
0
[ 6.77
]
138.8
[ 5.46
]
32.6
[ 1.28
]
71.6
[ 3.13
]
36.1
[ 1.42
]
42.7
[ 1.68
]
425.8
[ 16.76
]
134.0
[ 5.28
]
851.
6
[ 33.53
]
13.0
[ 0.51
]
DIA 8 HOLES
BOTH ENDS OF ITEMS #5, 6, AND 7 CROSS SILLS MUST BE
WELDED COMPLETELY TO ITEM #10 LEFTSIDE AND ITEM #11
RIGHTSIDE. ALL CROSSSILLS ARE SHOWN WITH OUTSIDE ENDS
THAT WILL ACCOMMODATE A FLUSH FLOOR JOINT WHEN
COMPLETED.
RAI
L
36.7
[ 1.44
]
13.0
[ 0.51
]
DIA 4 HOLES
M12 BOLT & NUT GC 10.9 TORQUE 70 Nm 52 ft lb
.
M12 BOLT & NUT GC 10.9 TORQUE 70 Nm 52 ft lb
.
o
14.0 [.55] DIA HOLE
TRIM WITH 45 ANGLE
TO REMOVE SHARP CORNER
IVM0028
C
L
C
L
1
SUPPORT BODY IS0LATOR TO CROSS
SILL L.H.SHOWN. R.H. SYMETRICALL
Y
OPPOSITE.
B
46.2
[ 1.82
]
15.
0
[ 0.59
]
1303.
1
[ 51.30
]
1168.
4
[ 46.00
]
44.5
[ 1.75
]
409.
3
[ 16.11
]
ON ALL 4 EDGES.
ITEM #3 & #4 ARE WELDED TO ITEM #1 OR #2
552.4
[
21.78]
B
VIEW
A
111.1
[4.37]
C
L
A
VIEW
95.5
[ 3.76
]
14.0
[ 0.55
]
DIA 3 HOLES
60.4
[ 2.38
]
102.
0
[ 4.02
]
56.
1
[ 2.21
]