Drawings_-_ACS.pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

HUNTINGTON, WEST VIRGINIA

HUNTINGTON DISTRICT, CORPS OF ENGINEERS

DEPARTMENT OF THE ARMY

FINAL - FOR CONSTRUCTION

LEWIS CENTER, OHIO

ALUM CREEK LAKE

TAINTER GATE MACHINERY

MACHINERY GUARDING

ALUM CREEK - TAINTER GATE LINESHAFT

WORK ORDER: H118-114827 FY18

FRAME: MK-G06 L/R

GUARD: MK-G03

FRAME: MK-G04 L/R

GUARD: MK-G01

FRAME: MK-G05 L/R

GUARD: MK-G02

FRAME: MK-G06 L/R

GUARD: MK-G03

FRAME: MK-G04 L/R

GUARD: MK-G01

FRAME: MK-G05 L/R

GUARD: MK-G02

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IDENTIFICATION

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SHEET OF

fiof Engineers

US Army Corps

Huntington District

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S-001

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TAINTER GATE MACHINERY ELEVATION VIEW (016-ea-UAC-52.3/1)

(NOT TO SCALE)

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2’-7"

1’-5"

3"

1’-1"

1"

2"

2’-7" �"

5"3�"

FLANGE (TYP.)

EXISTING SHAFT

EXISTING WALL

EXISTING BASE AND GROUT

EXISITNG BEARING

EXISTING WALL

EXISITNG BEARING

EXISTING BASE AND GROUT

EXISTING SHAFT AND FLANGE

EXISTING SHAFT AND FLANGE

EXISTING SHAFT AND FLANGE

9"9"

9"9"

9"9"8�" 1’-6" 5�"

MK-G01

S-003

MK-G04/L

S-004

EL. 915.0’

T.O.C.

MK-G04/R

S-004

MK-G01

S-003

MK-G04/R

S-004

MK-G02

S-003

MK-G02

S-003

MK-G05/R

S-004

EL. 915.0’

T.O.C.

MK-G05/L

S-004

MK-G06/L

S-004

MK-G03

S-003

MK-G03

S-003

MK-G06/R

S-004

MK-G06/L

S-004

EL. 915.0’

T.O.C.

MK-G05/L

S-004

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IDENTIFICATION

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SHEET OF

fiof Engineers

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Huntington District

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S-002

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CLSHAFTCLSHAFT

CLSHAFT

CLSHAFT

CLSHAFT CLSHAFT

TAINTER GATE MACHINERY GUARDS

TAINTER GATE MACHINERY GUARDS

(QUANTITY: 3 REQ’D)

TAINTER GATE MACHINERY GUARDS

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(REFERENCE R-001)

(QUANTITY: 3 REQ’D)

(REFERENCE R-001)

(QUANTITY: 3 REQ’D)

(REFERENCE R-001)

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8.) SCALE: 1�" = 1’-0" UNLESS NOTED

7.) SEE DWG. S-002 AND S-003 FOR GUARD AND FRAME DETAILS

HILTI WEDGE ANCHOR OR EQUIVALENT

4.) ANCHOR TO EXISITNG CONCRETE FLOOR USING �" x 5" LG.

3.) ALL STRUCTURAL STEEL ANGLES SHALL BE A36 STEEL

2.) GUARD PLATEWORK IS TO BE FROM ALLUMINUM 6061 OR EQUIVALENT

1.) FIELD VERIFY DIMENSIONS BEFORE INSTALLATION

NOTES:

2’-7"

PLATE (TYP.)

10 GA ALUMMINUM

1’-5"

2’-7"

2’-0"

1’-10"1"(TYP.)

1’-8�"

2’-7"

10"8�"8�"4"

7�"1’-3�"7�" 1’-8�"

2’-0"

1’-10"1"(TYP.)

1’-5"

4�"8"4�"

3" 11" 3"

2’-0"

1’-10"1"(TYP.)

1’-8�"

7�"1’-3�"7�"

2’-7"

4"8�"8�"10"

PLATE (TYP.)

10 GA ALUMMINUM

PLATE (TYP.)

10 GA ALUMMINUM

6"

(T

Y P

WASHER (TYP.)

BOLTS w/ STD. NUT &

HOLE FOR �" x 2" LG.

WASHER (TYP.)

BOLTS w/ STD. NUT &

HOLE FOR �" x 2" LG.

WASHER (TYP.)

BOLTS w/ STD. NUT &

HOLE FOR �" x 2" LG.

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IDENTIFICATION

SHEET

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fiof Engineers

US Army Corps

Huntington District

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DETAIL: LINE SHAFT GUARDING HANDLE

CLSHAFT

CLSHAFT

CLSHAFT

(QUANTITY: 36)

(QUANTITY: 3)

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(WEIGHT: APPROX. 27#)

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CLSHAFT

CLSHAFT

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MACHINERY GUARDS MK-G01

(QUANTITY: 3) (WEIGHT: APPROX. 20#)

MACHINERY GUARDS MK-G02

(QUANTITY: 3) (WEIGHT: APPROX. 27#)

MACHINERY GUARDS MK-G03

SCALE: 6" = 1’-0"

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(TYP.)

(TYP.)

(TYP.)

SHALL BE COATED WITH BITUMINOUS PAINT.

4.) ALL ALUMINUM CONTACTING STEEL SURFACES

2.) SCALE: 1�" = 1’-0" UNLESS NOTED

1.) GUARD PLATEWORK IS TO BE FROM ALLUMINUM 6061 OR EQUIVALENT

1’-9"

2" 8�"8�" 2"

1’-6" 8"

11"

1�" 8" 1�"

(TYP.)

L3x3x�"

1’-6"

1’-9"

2" 8�"8�" 2"

(TYP.)

L3x3x�"

�" THK. PL.

�" BOLTS (TYP.)

FOR �" BOLTS (TYP.)

FOR �" BOLTS (TYP.)

FOR �" BOLTS (TYP.)

T

Y P

(TYP.)

L3x3x�"

MK-G04/R

HOLES (TYP.)

VERTICAL SLOTTED

T

Y P

(TYP.)

L3x3x�"

1�"(TYP.)

1�"(TYP.)

HOLES (TYP.)

VERTICAL SLOTTED

MK-G05/L

T

Y P

1�"(TYP.)

HOLES (TYP.)

VERTICAL SLOTTED

1�" 5�" 1�"

8"

2�"

1�" (TYP.)

1�" (TYP.)

1�" (TYP.)

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IDENTIFICATION

SHEET

D A

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SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

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-A -A

-A

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SCALE: 3" = 1’-0"

SECTION

CLSHAFT

SHAFT TO MK-G04/R

ABOUT CENTERLINE OF

MK-G04/L SYMMETRIC

(TYP.)

END VIEW END VIEW

END VIEW

(QUANTITY: 3 EA.)

CLSHAFT

SHAFT TO MK-G04/L

ABOUT CENTERLINE OF

MK-G05/R SYMMETRIC

(QUANTITY: 3 EA.)

(QUANTITY: 3 EA.)

CLSHAFT

SHAFT TO MK-G04/L

ABOUT CENTERLINE OF

MK-G05/R SYMMETRIC

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ANGLE FRAME MK-G04/R AS SHOWN

ANGLE FRAME MK-G04/L OPPOSITE

ANGLE FRAME MK-G05/L AS SHOWN

ANGLE FRAME MK-G05/R OPPOSITE

ANGLE FRAME MK-G06/L AS SHOWN

ANGLE FRAME MK-G06/R OPPOSITE

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8.) SCALE: 1�" = 1’-0" UNLESS NOTED

SHALL BE COATED WITH BITUMINOUS PAINT

7.) ALL ALUMINUM CONTACTING STEEL SURFACES

6.) WORKS WITH DWGS. S-001, S-002 AND S-003

HILTI WEDGE ANCHOR OR EQUIVALENT

4.) ANCHOR TO EXISITNG CONCRETE FLOOR USING �"

3.) ALL STRUCTURAL STEEL ANGLES SHALL BE A36 STEEL

2.) GUARD PLATEWORK IS TO BE FROM ALLUMINUM 6061

1.) FIELD VERIFY DIMENSIONS BEFORE INSTALLATION