SPMYM2-21-Q-2022 (SPECIFICATION DRAWINGS) TEST WEIGHTS.pdf

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CRANE DRAWING INDEX

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APPROVALS/DATE

DEPARTMENT OF THE NAVY PUGET

SOUND NAVAL SHIPYARD AND

INTERMEDIATE MAINTENANCE FACILITY

THIS DRAWING MODIFIES (M) AND/OR SUPERCEDES (S) THE FOLLOWING DRAWING

FOR CRANE XX. (M) - (S) -

LIFTING AND HANDLING

TECHNICAL DIVISION C/713

PHONE: (360)476-6996

FAX: (360)476-2606

BANGOR DRY DOCK TEST WEIGHTS

4C30649 -

1 8VARIOUS

ZONE REV DESCRIPTION

REVISIONS

DATE APPROVED

DRAWING INDEX

SHEET DESCRIPTION

1 DRAWING INDEX & GENERAL NOTES

2 6600 LBS WEIGHT NOTES

3 6600 LBS WEIGHT BREAKDOIWN

4 6600 LBS WEIGHT DIMENSIONS

5 1000 LBS WEIGHT NOTES

6 1000 LBS WEIGHT BREAKDOWN

7 1000 LBS WEIGHT DIMENSIONS

8 ASSEMBLED STACKED WEIGHTS

THIS DWG INCLUDES THE MATERIALS AND DIMENSIONS FOR THE NEEDED WEIGHTS.

GENERAL NOTES:

1) STEEL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE LATEST VERSION

OF REFERENCE (A).

2) WELDING AND VISUAL EXAMINATION SHALL BE IN ACCORDANCE WITH REFERENCE (B).

WELDING IS TO BE CONTINUOUS TO MINIMIZE CORROSION BETWEEN PLATES.

3) PAINTING SHALL BE ACCOMPLISHED AFTER WELDING AND PAINT PREPERATION.

REFER TO SPECIFICATION FOR PAINTING AND MARKING DIRECTION.

4) ACTUAL AS WEIGHED WEIGHT MARKINGS STENCILED IN TWO LOCATIONS. LETTERS

TO BE 1.75 INCHES HIGH AND ON OPPOSITE SIDES.

5) SERIAL NO MARKING WELDED ON ONE SIDE OF THE WEIGHT AT A MINIMUM OF 1.75 INCHES

TALL AND 2 INCHES HIGH. SERIAL NUMBERS TO BE P-200 THRU P-204.

7) INTREPRET THIS DRAWING IN ACCORDANCE WITH REFERENCE (C).

8) THE CONVENTION FOR PIECE BUBBLES IN THIS DRAWING IS: THE ITEM NUMBER

IS ABOVE THE LINE AND THE TOTAL QUANTITY OF THAT ITEM IN THE ASSEMBLY IS

BELOW THE LINE.

9) SMOOTH ALL SHARP CORNERS AND ROUGH EDGES LIABLE TO CAUSE INJURY OR DAMAGE.

REFERENCES:

A) MANUAL OF STEEL CONSTRUCTION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

B) AWS D1.1, STRUCTURAL WELDING CODE- STEEL

C) ASME Y14.100, ENGINEERING DRAWING PRACTICES.

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1) THE TOLERANCE FOR THE ACTUAL WEIGHT OF THE 6600LB TEST WEIGHT IS

6600LB +0LB/-25LB.

2) SMOOTH ALL SHARP CORNERS AND ROUGH EDGES LIABLE TO CAUSE INJURY OR DAMAGE.

SERIAL NO.

ACTUAL WEIGHT

ALIGNMENT STRIPE

ALIGNMENT STRIPE

6600 LBS TEST WEIGHT

NOTES

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PARTS LIST

ITEM

QTY FILE NAME MATERIAL SPECIFICATION COMMENTS

WEIGHT

(PER ITEM)

TEST WEIGHT 6600

LBS

SEE INDIVIDUAL

PARTS

PAINT & WELD NOT

INCLUDED IN PARTS

LIST WEIGHT

6586.5 LB

1 1 BASE PLATE STEEL, STRUCTUAL ASTM A36 3 IN NOM PLT, DETAILS

ON SHEET 4

1387.1 LB

2 1 MIDDLE PLATE STEEL, STRUCTUAL ASTM A36 3 IN NOM PLT, DETAILS

ON SHEET 4

1466.2 LB

3 1 UPPER BASE PLATE STEEL, STRUCTUAL ASTM A36 3 IN NOM PLT, DETAILS

ON SHEET 4

1859.1 LB

4 1 TOP PLATE STEEL, STRUCTUAL ASTM A36 3 IN NOM PLT, DETAILS

ON SHEET 4

1852.2 LB

5 2 ALIGNMENT DOWEL STEEL, STRUCTUAL ASTM A36

1.5 IN NOM PLT,

DETAILS ON SHEET 4 10.6 LB

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48"

3"

101°

6"

34 1/16"

36"

3"

3"

3" 12"

1.5"

6"

7"

3/4" X 45v

3/4" X 45v

R 1"

24"

12"

48"

TYP

2 PLACES1/2

45v

NOTES:

1. ALL EDGES HAVE A 1" RADIUS

INCLUDING SLING CHANNELS.

2. REFER TO SPECIFICATIONS FOR ALL

CONSTRUCTION REQUIREMENTS

3. ALL SLING POCKETS TO BE GROUND

SMOOTH

1/2

4"

1:10

1/2 45v

1/2

±1/16"

±1/2 DEG

BREAK ALL SHARP EDGES

ANGLES

UNDER 12"

TOLERANCES:

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

SYMBOLS & TOL IN ACCORDANCE WITH ASME Y14.100

REMOVE ALL WELD SPATTER

±1/8"12" & ABOVE :

TYP

TYP

TYP

TYP

TYP

TYP

TYP

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1000 LBS TEST WEIGHT

SERIAL NO.

ALIGNMENT STRIPE ALIGNMENT STRIPE

1) THE TOLERANCE FOR THE ACTUAL WEIGHT OF THE 1000LB TEST WEIGHT IS

1000LB +0LB/-15LB.

2) SMOOTH ALL SHARP CORNERS AND ROUGH EDGES LIABLE TO CAUSE INJURY OR DAMAGE.

NOTES

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PARTS LIST

ITEM

# QTY FILE NAME MATERIAL SPECIFICATION COMMENTS

WEIGHT

(PER ITEM)

TEST WEIGHT 1000

LBS

SEE INDIVIDUAL

PARTS

PAINT & WELD NOT

INCLUDED IN PARTS

LIST WEIGHT

995.0 LB

1 1 BASE PLATE 1K STEEL, STRUCTUAL ASTM A36

2.25 IN NOM PLT,

DETAILS ON SHEET 6

398.5 LB

2 1 TOP PLATE 1K STEEL, STRUCTUAL ASTM A36 2 IN NOM PLT, DETAILS

ON SHEET 6

575.2 LB

3 2 ALIGNMENT DOWEL STEEL, STRUCTUAL ASTM A36 1.5 IN NOM PLT,

DETAILS ON SHEET 6

10.6 LB

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36" 24"

12"

3"

6"

32"

20" 7"

2.25" 4.25"

1.5"

6" 3/4" X 45v

3/4" X 45v

1/2

R 1"

NOTES:

1. ALL EDGES HAVE A 1" RADIUS

INCLUDING SLING CHANNELS.

2. REFER TO SPECIFICATIONS FOR ALL

CONSTRUCTION REQUIREMENTS

3. ALL SLING POCKETS TO BE GROUND

SMOOTH

±1/16"

±1/2 DEG

BREAK ALL SHARP EDGES

ANGLES

UNDER 12"

TOLERANCES:

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

SYMBOLS & TOL IN ACCORDANCE WITH ASME Y14.100

REMOVE ALL WELD SPATTER

±1/8"12" & ABOVE :

1:8 4"

22 1/16"

1/2 45v

1/2

TYP

101°TYP

TYP

TYP

TYP

TYP

TYP

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PARTS LIST

ITEM

# QTY FILE NAME MATERIAL SPECIFICATION COMMENTS

WEIGHT

(PER ITEM)

STACKED WEIGHTS

SEE INDIVIDUAL

PARTS

PAINT & WELD NOT

INCLUDED IN PARTS

LIST WEIGHT

27341.2 LBM

1 4 6600 LBS WEIGHT STEEL, STRUCTUAL ASTM A36 DETAILS ON SHEET 4 6586.5 LBM

2 1 1000 LBS WEIGHT STEEL, STRUCTUAL ASTM A36 DETAILS ON SHEET 6 995.0 LBM

NOTES:

1) PART 1 SHALL STACK ON TOP OF PART 1 WITHOUT INTERFERENCE.

2) PART 2 SHALL STACK ON TOP OF PART 1 WITHOUT INTERFERENCE.

3) ALL SLING POCKETS SHALL BE GROUND SMOOTH.

4) ALL ALIGNMENT STRIPES ON CORRESPONDING SIDES SHALL BE ALIGNED

WHEN STACKED IN ANY ORDER