About this file

C05-M-9

View the file

Other files

Show all 24

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

DRUM

SCALE 3" = 1'-0"

SECTION 9A-9A

SCALE 3" = 1'-0"

SECTION 9B-9B

SCALE 3" = 1'-0"

SHAFT END DETAIL

SCALE 6" = 1' - 0"

ROPE ANCHOR

SCALE 8" = 1' - 0"

DETAIL 9C

SCALE 6" = 1' - 0"

DETAIL 9A

SCALE 4" = 1'-0"

GROOVE DETAIL

SCALE 1' = 1'-0"

US Army Corps of Engineers

AP

PR

D

ES

C

R

IP

TI

O

N M

AR

K

D

AT

E

AP

PR

D

ES

C R

IP

TI

O N

D

AT

E

B

A

C

D

M

AR

K

SHEET

IDENTIFICATION

C05-M-9

X:

\P ro je ct s\

EM

IN

VE

NT

OR

\w or k sp ac e\ He ad G at e

M ac hi ne ry \2 to n ho ist \D ra w in gs

\C

-0

9.

dw g 8/

/2

FI

LE

N U

M

BE

R

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

9/

/2

D

AT

E:

D

ES

IG

N

ED

B

Y:

R

O

BE

R T

W . B

AU

LS

IR

II

I

D W

N B

Y:

B.

C

AR

N

AH

AN

LC

T C

KD

B

Y:

SU

BM

IT

TE

D B

Y:

PL

O T

SC

AL

E:

3"

'-0

SI

ZE

AN

SI

D

C

-0

9.

dw g

FI

LE

N

AM

E:

8/

/2

PL

O T

D

AT

E:

N

AS

H

VI

LL

E, T

EN

N

ES

SE

E

N

AS

H

VI

LL

E

D

IS

TR

IC

T U

.S . A

R M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S C

U M

BE

R

LA

N

D R

IV

ER

W

AT

ER

SH

ED

W

O L-

C

EN

-D

AL

H

EA

D W

O R

KS

IN

TA

KE

L

IF

TI

N

G E

Q U

IP

M

EN

T

T

O N

S

TA

TI

O

N S

ER

VI

C E

H O

IS

T

D R

U M

A

SS

EM

BL

Y D

ET

AI

LS

S

EC

TI

O

N S

9A 9A

9B

9B

9C

9A

1"

4"

4"

2 THRU X2

4" TYP.

1" PL. 1" PL.

1'-8"

8"

R2"

2'-4"

1'-21 8"

Ø1'-3 8"

2'-4"

1'-3" B.C.

NOTES:

1. DRUM SHELL SHALL BE ROLLED PLATE. SECTIONS SHALL BE JOINED BY

FULL PENETRATION WELDS. ALL WELDS SHALL BE 100% RADIOGRAPHED.

2. ALL EDGES SHOWN SHARP SHALL HAVE A RADIUS OF APPROXIMATELY

0.02" UNLESS OTHERWISE NOTED.

3. WHERE CLASS OF FIT IS SHOWN, THE ALLOWANCES AND TOLERANCES

SHALL CONFORM TO ASME B4.1

4. ALL MACHINED SURFACES SHALL CONFORM TO ASME B46.1

5. ALL BOLTS, SHIMS, NUTS, WASHERS, DOWELS, ETC. REQUIRED FOR

INSTALLATION SHALL BE FURNISHED BY THE CONTRACTOR EVEN IF THEY

ARE NOT CALLED OUT SPECIFICALLY IN THE DRAWINGS OR SPECIFICATIONS.

6. ALL DOWELS SHALL HAVE A MINIMUM FN2 FIT.

7. ROPE IS 6X36 WS IWRC STAINLESS STEEL TYPE 3 4" DIA.

60°

4"

2"

2"

2"

1"

8"R13

32"

(3/8)

4 THRU x12

(3/8)

1' -1

8"

FO

R

F

IT

W

IT

H D

R U

M C

O U

PL

IN

G

.8

- 0 .0

0.

in

1' -3

4"

8" X 45° CHAMFER

1" WIDE SLOT FOR

WIRE ROPE TERMINATION

8"

8" PITCH

4" WIRE ROPE

R7 16"

(3/8)

8"

1' -5

4"

3"

2" PL.

8"

R1"

CJP.

3/8

3/4-10 UNC - 2B 15

3/4-10 UNC - 2B 15

8 x12

4.

- 0

.0

0.

in

TO

M

AT

C

H

PI

LL

O W

B

LO

C K

4"

1/2-13 UNC - 2B 11

4-X2

17 1 4" DIA.

File details come from the government source that posted it.