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E-SERIES (May, 2004)46
E-SERIES (May, 2004) 47
STATEMENTS OF CONFORMITY
FIGURE J1 – E-SERIES SCHOOL BUS FUEL SYSTEM AND FLOOR STRUCTURE
8
3
9
11
12
8
1
9
2
7
9
4
16
FORD PROVIDED
ISOLATORS (6
)
14
13
10
778.8
[
30.66]
12.8
[.50]
161.4
[6.35]
5
9
6
8
7
25.4
[1.00]
TYPICAL
268.
0
[
10.55]
164.3
[6.47]
147.8
[5.82]
163.
8
[6.45]
2375.0
[
93.5] MINIMUM
FORD PROVIDED
12.0mm BOLT (6 REQ’D
)
TORQUE
162.1
[6.38]
101.6
[4.00]
14.0 x 28.
0
[.55 x 1.10]
2 SLOTS IN ITEM
#12,13,& 14
241.
3
[9.50]
357.
1
[14.06]
2438.4
[96.00]
50.8
[2.00]
228.6
[9.00]
MA
X
1318.3
[
51.90]
114.
5
[4.50]
EXISTING SLOT
EXISTING
FRAME
HOLES
1/2 BOLT GR5
TORQUE 95Nm 70 ft lb
2 PER BOLT
1/2 WASHER
(
HARDENED)
70Nm 52 ft lb
, 1/2 NUT GR5
THE FUEL FILE HOLE
IN ITEM #15 (FLOOR) MUST BE 3.0 [.12]
LARGER THEN BASE OF ITEM #16
WHEELHOUSE
CLEARANCE
MAY BE REMOVED
TO ACCOMMODATE
15
ITEM PART NAME MATERIAL QUANTITY
1 SUPPORT – BODY ISOLATOR TO CROSS SILL L.H. 6.35mm [0.25] HRLC STEEL 1
2 SUPPORT – BODY ISOLATOR TO CROSS SILL R.H. 6.35mm [0.25] HRLC STEEL 1
3 BRACKET – SPACER FOR ISOLATOR SUPPORT 6.35mm [0.25] HRLC STEEL 2
TO FRONT CROSS SILL
4 BRACKET – SPACER FOR ISOLATOR SUPPORT 6.35mm [0.25] HRLC STEEL 2
TO SECOND CROSS SILL
5 SILL – FRONT CROSS 1.9mm [0.075] 14 GA. HRLC STEEL 1
6 SILL – SECOND CROSS 1.9mm [0.075] 14 GA. HRLC STEEL 1
7 SILL – THIRD & FOURTH CROSS 1.9mm [0.075] 14 GA. HRLC STEEL 2
8 GUSSET – CROSS SILL TO OUTER SUPPORT L.H. 1.9mm [0.075] 14 GA. HRLC STEEL 4
9 GUSSET – CROSS SILL TO OUTER SUPPORT R.H. 1.9mm [0.075] 14 GA. HRLC STEEL 4
10 SUPPORT – CROSS SILL OUTER L.H. 3.0mm [0.120] 11 GA. HRLC STEEL 1
11 SUPPORT – CROSS SILL OUTER R.H. 3.0mm [0.120] 11 GA. HRLC STEEL 1
12 BUMPER – REAR 4.7mm [0.187] HRLC STEEL 1
13 BRACKET – BUMPER TO FRAME L.H. 6.35mm [0.25] HRLC STEEL 1
14 BRACKET – BUMPER TO FRAME R.H. 6.35mm [0.25] HRLC STEEL 1
15 FLOOR 1.9mm [0.075] 14 GA. HRLC STEEL 1
16 HOUSING – FUEL FILL NECK 1.9mm [0.075] 14 GA. HRLC STEEL 1
BLIND RIVET FASTENERS
The components listed below must be attached together with a “Blind Rivet” fastener, 6.3 [.25] diameter with a shear strength
of 3600 lb and tensile strength of 2000 lb, or equivalent weld. Each fastener will require a 6.91 [.272] to 6.63 [.261] dia. hole.
PARTS TO BE FASTENED NUMBER OF FASTENERS SPACING/LOCATION
Item 5 to 15 48 Estimated 101.6mm [4.00] centers on frt and rr ange –
Item 6 to 15 48 Estimated 50.8mm [2.00] stagger frt and rr ange
Item 7 to Item 15 47 Estimated 50.8mm [2.00] Centers
Item 5 to Items 8 or 9 6 101.6mm [4.00] Centers
Item 6 to Items 8 or 9 6 101.6mm [4.00] Centers staggered top to bottom of cross-sill
Item 7 to Items 8 or 9 6 101.6mm [4.00] Centers staggered top to bottom of cross-sill
Items 8 or 9 to Items 10 or 11 3 on vertical side of item 10 or 11, 1 on bottom ange 3 fasteners are 76.2mm [3.00] Centers
Item 16 50.8mm [2.00] Centers