SPECS AND DRAWINGS.pdf

Stackable Test Weight Specification

FOR

PUGET SOUND NAVAL SHIPYARD (PSNS) &

INTERMEDIATE MAINTENANCE FACILITY (IMF)

PREPARED BY:

Code 713

Bldg. 448, PSNS

Bremerton Washington 98314

SPECIFICATION PREPARED BY:

Project Engineer: Fearecia Maddox

Branch Head Supervisor: Bryan Lemos-Goncalves

1. SCOPE:

This specification is to provide requirements for the fabrication and documentation of crane test weights. There are two sets of test weights; one that is meant for use with CAT 1 cranes, and one that is meant for use with CAT 3 cranes. The weights of each set will be stackable within their own set in order to test cranes of different capacities. Each weight will be delivered to Puget Sound and Intermediate Maintenance tested, fully assembled, painted, and ready for use.

2. REFERENCES:

American Welding Society (AWS) D14.1: Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment

American Welding Society (AWS) D1.1: Structural Welding Code – Steel

American Welding Society (AWS) D1.2: Structural Welding Code – Aluminum

American Society of Testing and Materials (ASTM) A-36: Standard Specification for Carbon Structural Steel

American Society of Testing and Materials (ASTM) B308: Standard Specification for Aluminum- Alloy 6061-T6 Standard Structural Profiles

American Society of Testing and Materials (ASTM) B209: Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

The Society for Protective Coatings, Joint Surface Preparation Standard (SSPC-SP 10): Near- White Metal Blast Cleaning

3. DESIGN AND FABRICATION REQUIREMENTS

3.1. Stackable Crane Test Weights:

3.1.1. CAT 1 Test Weight Set: A total of 19 steel test weights are to be manufactured, per the drawings in Enclosure 1. The breakdown is as follows:

12 x 20,000lbs 2 X 12,500lbs 1 X 9,000lbs 1 X 5,000lbs 1 X 3,000lbs 2 X 1000lbs

3.1.2. CAT 3 Test Weight Set: A total of 8 aluminum test weights are to be manufactured, per the drawings in Enclosure 2. The breakdown is as follows:

4 X 300lbs 2 X 200lbs 1 X 150lbs 1 X 100lbs

3.2. Drawings:

3.2.1. The drawings in Enclosures 1 & 2 shall be used for fabrication purposes.

3.3. Surface Texture: Break all burrs and sharp edges; all surfaces must be smooth and without surface defects, flaws or waviness. All welds in sling channels must be ground smooth.

3.3.1. Special emphasis should be paid to surface texture of areas which will contact the synthetic rigging gear. These must be smooth and free of any sharp edges that could damage synthetic rigging gear.

3.4. Tolerances:

3.4.1. Dimensional tolerances for final fabrication are shown on each drawing.

3.4.2. The tolerance for actual weight of each test weight is dependent upon the weight set and is as follows:

3.4.2.1. CAT 1: -0%, +3% for all weights.

3.4.2.2. CAT 3: -0%, +2% for all weights.

3.4.2.3. The actual weight is the certified measured weight; see section 4.5.

3.4.3. Center of gravity shall be at geometric center of each weight ±6”.

3.4.4. Each test weight set shall be stackable and nest level with its own set without apparent deformation. Additionally, the CAT 3 weight set is also designed to stack on the CAT 1 weight set. For each test weight set, the vertical faces and sling channels of the test weights shall be aligned when stacked.

3.5. Material: CAT 1 weights shall be of all steel construction meeting ASTM A-36 requirements or alternate steel grade if approved by the government. CAT 3 test weights shall be fabricated from ASTM B308 6061-T6 Aluminum materials.

3.6. Welding: All welding performed for the fabrication of test weights shall be done in accordance with AWS D1.1/D1.2/D14.1 as appropriate. AWS D1.1 can be used in place of D14.1 if desired.

When plates are welded together, welding must be continuous to help prevent corrosion between plates. All welds will be visually examined per the appropriate applicable standard.

3.7. Corrosion Protection:

3.7.1. Upon completion of fabrication, each test weight shall be blasted to Near-White Metal Blast Cleaning per SSPC-SP 10, primed and painted with a paint system that is used in 2B environmental zones per SSPC or equivalent and has an expected life of 10+ years. The colors shall be as follows:

3.7.1.1. Aluminum weights: White paint with black markings.

3.7.1.2. Steel weights: Black paint with white markings.

3.7.2. All paint used shall not contain lead, polychlorinated biphenyl (PCB), or chromates.

(Submittal Required)

3.8. Markings:

3.8.1. Stencil the actual weight (in pounds) of each test weight on a minimum of two opposing outermost sides that are visible when weights are stacked. The markings shall be in a similar location on each test weight. Color of lettering shall be as designated in 3.7.1 and per the following:

3.8.1.1. CAT 1 test weights: lettering is to be a minimum of 3 inches tall

3.8.1.2. CAT 3 test weights: Lettering is to be a minimum of 2 inches tall

3.8.2. Each test weight will have a name plate affixed to one side with “Property of PSNS&IMF” followed by a serial number in the format B-###. The serial numbers shall start at value B-

300. The Contractor shall design and provide a drawing of the nameplate for approval by the Government before manufacture of the nameplate (Submittal Required). The Contractor shall provide a list of the assigned serial numbers and each number’s associated actual measured weight. (Submittal Required)

3.8.3. Mark vertical lines at the center of each side of each test weight to assist with stack alignment & centering of weights. Color of stripe shall match markings color as described in

3.7.1 and be a minimum of 1 inch wide, but not greater than 3 inches wide.

4. SUBMITTALS

4.1. The Contractor shall submit to the Contracting Officer all items of technical documentation listed in this specification. The contractor shall ensure that all submittals are entirely legible and suitable for reproduction. Compliance with the requirements of this specification will be determined by a review of the design and construction submittals by the Contracting Officer and by both field and acceptance inspections.

4.2. The Government shall have 10 working days to evaluate and respond to all submittals. If further communication or clarification is required, each party shall have 5 working days to respond.

4.3. Schedule:

4.3.1. The contractor shall submit a timeline schedule which identifies key milestone events in the fabrication of the test weights (Submittal Required). At a minimum, the schedule shall include dates for the following events:

A. Fabrication initiation.

B. In-process Government Representative field (on-site) inspection and testing.

C. Fabrication completion.

D. Delivery (Arrival at destination).

Delivery address will be EITHER

Puget Sound Naval Shipyard, Bremerton, WA 98314

OR

Naval Base Kitsap – Bangor, Silverdale, WA 98315

NOTE: Contractor must contact Technical POC for final delivery location prior to shipping. Final delivery location and address will be provided 2 weeks prior to shipping.

Technical POC is:

Faye Maddox Fearecia.maddox.civ@us.navy.mil 360-476-4189

4.4. Coatings: Provide original equipment manufacturers’ specifications and Safety Data Sheets

(SDS) for all primer and paint used on paint system, stenciling and marking for each weight.

(Submittal Required)

4.5. Weight Certification:

4.5.1. Certificate shall be hard copy original, indicating the measured weight of each test weight by serial number and be signed by the certifying official that is guaranteeing the accuracy of the document and measured weight. (Submittal Required)

4.5.2. The certificate shall indicate each test weight was measured using calibrated equipment traceable to the National Institute of Standards and Technology, with a minimum accuracy of +/-2% (i.e. indicated weight shall be within +/-2% of actual weight). (Submittal Required)

4.5.2.1. The certificate shall include the following for all of the calibrated measurement equipment used:

A. Original Equipment Manufacturer (OEM) B. Serial number C. Model number D. Accuracy E. Calibration date

4.6. Welding:

4.6.1. Contractor will submit Welding Procedure Specification (WPS) per AWS D14.1 for each material welded per the applicable welding process. Welding Procedure Qualification Test Report must be approved prior to any welding. (Submittal Required)

4.6.2. All records of visually examined welds will be submitted, including any reexamination of deficient welds found after rework if applicable. (Submittal Required)

4.6.3. Welding operator and/or welder certifications will be submitted for all WPS used.

Welding Personnel Qualifications must be approved by the Government prior to any welding. (Submittal Required)

Table 4.7: Submittal Summary

Specification Section

Submittal Required Description Due Date Number of Copies

4.3.1 Fabrication Schedule Describes major fabrication

milestones 30 days after contract award

4.6.1 Welding Procedure Specification

Per. AWS D14.1 10 days before Welding

4.6.2 Weld Examination Records of all visually examined

welds 10 days after Welding

4.6.3 Welding Operator Certifications

Personnel qualifications 10 days before Welding

4.4 Paint SDS Safety Data Sheets 10 days before

Painting

3.8.2 Label Drawing(s) Drawing of label nameplate to

be fabricated.

10 days before Fabrication

3.7.2 Prohibited Materials Guarantee

Guarantee that all paints used to not contain the prohibited ingredients

10 days before shipping 1

4.5.1 Weight Certification Signed certificate of weight

value

10 days before shipping

Table continued on next page.

Table 4.7 Continued.

4.5.2 Scale Certification Calibrated equipment record 10 days before shipping

3.8.2 Serial Number List List of serial numbers and

weight profile and value

10 days before shipping

5. TEST, INSPECTION AND ACCEPTANCE TERMS

5.1. In-process Inspection and Testing (Field):

5.1.1. The Contractor shall inspect the test weights for form, fit, and function. The contractor shall ensure the test weights nest when stacked without apparent deformation. After the Contractor’s preliminary inspection and operational test of each weight is complete, the Contactor shall notify the Government.

5.1.2. At the option of the Government, a site inspection will be conducted by the Government along with the Contractor. The Contractor will make the test weights available for Government witnessing of the inspection and operational testing. The Contractor will be prepared to stack / un-stack the test weights and lift test weights using slings in sling channels as needed during the visit. Upon completion of the field inspection and testing, a “punch” list of deficient items will be compiled and signed by the Government representative (if applicable) and forwarded to the Contracting Officer.

5.1.2.1. In lieu of a site inspection, the Government may request photos of the test weights instead, to include: welds, major dimensions, stacking, and weights suspended from slings with a level indicator.

5.2. Warranty: The Contractor's warranty shall apply only to those defects discovered by either the

Government or the Contractor within twelve (12) months after government acceptance. The warranty shall include, but not be limited to: durability of corrosion protection (paint), ability of weights to stack on one another, actual value of weights, mass distribution of weight, levelness of weights when lifted, and all other requirements as called out in this specification.

5.3. Final Inspection and Acceptance (Destination):

5.3.1. Inspection and acceptance of the supplies or services to be furnished hereunder shall be made at destination by the receiving activity. Receiving activity shall execute acceptance certificate on the applicable inspection and receiving report form: DD Form 1155, Standard Form 44, DD form 250, or the Wide Area Workflow (WAWF) Receipt and Acceptance Receiving Report.

5.3.2. Following completion of Government inspection, final Government acceptance of the weights shall take place only after the following conditions are met:

5.3.2.1. Contractor receives Government approval for all submittal items.

5.3.2.2. The weights pass a final inspection by the Government.

5.3.2.3. All deficient items have been corrected or methods of resolution have been determined. Deficient items not corrected prior to the Government’s acceptance shall be carried as warranty items, which will be corrected by the Contractor.

Enclosure 1

CAT 1 Test Weight Drawings

0.75 R. (TYP)

14" ALIGNMENT GUIDES -

SEE DETAIL (TYP)

/4

/4

/4

/4

6' - 4"

/4

/2

/4

0.75 R. (TYP)

6" 7" 4' - 2" 7" 6"

S1.11

0.75 R. (TYP)

0.75 R. (TYP)

3/4" PLATE 'R'

3/4" PLATE 'R-1'

101°

2' - 1" 2' - 1"

R3.00

(TYP)

S1.1

3/8"

3/8" 3/8"

BEVEL GROUND

SMOOTH AT

ALL POCKETS

2' - 1" 3' - 3" 2' - 1"

9 1/4" 5' - 10 1/2" 9 1/4"

3"

3"

3"

3"

PLATE 'A'

PLATE 'A-1'

PLATE 'A-2'

PLATE 'A-3'

7' - 5"

3/8" CHAMFER

PLATE 'AA-1'

3/4" PLATE

'R-1'

8 1/4" 1' - 3" 1' - 3" 8 1/4"

6"

1/2" CHAMFER

3/8" CHAMFER

1/2" CHAMFER

3/8" CHAMFER AT

ALIGNMENT HOLE

S1.1

A

/8

"PLATE 'AA-1'

3/8"

3/8"

STRUCTURAL STEEL NOTES

1. PLATE GRADE STEEL IN ACCORDANCE WITH ASTM A36 SPECIFICATIONS (Fy

= 36 KSI).

2. ALL WELDED CONNECTIONS SHALL USE E70XX LOW HYDROGEN

ELECTRODES.

3. CHAMFER PLATES AS SHOWN IN PLANS.

4. 3.6 WELDING : ANY WELDING PERFORMED FOR THE FABRICATION OF TEST

WEIGHTTS SHALL BE DONE IN ACCORDANCE WITH AWS D14.1. WHEN PLATES

ARE WELDED TOGETHER WELDING MUST BE CONTINOUS TO HELP PREVENT

CORROSION BETWEEN PLATES. ALL WELDS WILL BE VISUALLY EXAMINATION

PER AWSD14.1.

5. DIMENSIONAL TOLERANCE OF ± 0.25".

UNLESS OTHERWISE SPECIFIED, FABRICATION DIMENSIONS SHALL BE:

+/- 1/2” UP TO 24” OVERALL HEIGHT PER WEIGHT STACK

+/- 1/2” UP TO 89” OVERALL WIDTH

+/- 2 DEG FOR ANGULAR DIMENSIONS

+/- 1/16” CL OF ALIGNMENT GUIDES:

+/- 1/16” CL OF ALIGNMENT POCKETS:

+0”/-1/8” DIM OF ALIGNMENT GUIDE:

+3/16”/-1/16” DIM OF ALIGNMENT POCKET:

6. ALL HOLLOW STRUCTURAL SECTIONS SHALL BE IN ACCORDANCE

WITH ASTM A500 GRADE B (Fy = 46 KSI).

7. PEFORM SKIP WELDING AND ALLOW COOLING TO PREVENT WARPING

OF PLATES. THE END RESULT SHALL BE A CONTINOUS WELD BEAD.

6' - 4"

3' - 2" 3' - 2"

R3.00 (TYP)

3"

3"

3"

3"

PLATE 'A'

PLATE 'A-1'

PLATE 'A-2'

PLATE 'A-3'

PLATE 'AA-1'

/2

1' - 2"

/8

1/8" P SHIM x 13 5/8" ROUNDL

3/16"

1/8"

3/16"

/8

3/4" PLATE 'R'

3/8"

TYP. EACH END

3/8"

3/8"

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

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1 1/2" = 1'-0"

TOP VIEW - 20,000 LBS. TEST WEIGHT

1 1/2" = 1'-0"S1.1

1 ELEVATION - 20,000 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 20,000 LBS. (Qty. 25)

Mark Area Volume Weight

PLATE 'A-2' 36.42 ft² 9.10 ft³ 4461.04 lbf

PLATE 'A' 45.03 ft² 11.26 ft³ 5515.71 lbf

PLATE 'A-3' 34.27 ft² 8.57 ft³ 4197.64 lbf

PLATE 'AA-1' 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'AA-2' 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'A-1' 45.03 ft² 11.26 ft³ 5515.70 lbf

EST. TOTAL WEIGHT = 19,887.63 LBS

STANDARD VERTICAL PLATE WEIGHT 20,000 LBS. (Qty. 25)

Mark Material:

Unit weight Area Volume weight

PLATE 'R' 490 lb/ft³ 3.17 ft² 0.20 ft³ 96.98 lbf

PLATE 'R-1' 490 lb/ft³ 3.17 ft² 0.20 ft³ 96.98 lbf

EST. TOTAL WEIGHT = 193.96 LBS

EST. TOTAL WEIGHT (Oty. 25) = 20,081.59 LBS

1 1/2" = 1'-0"S1.1

2 SIDE ELEVATION - 20,000 LBS. TEST WEIGHT

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +600 LBS / - 0 LBS

3" = 1'-0"S1.1

A ENLARGED ELEVATION

NOTE:

BOTTOM OF ALIGNMENT

POCKETS WILL BE CHAMFER

NOTE:

APPLIES TO ALL CORNERS ON THIS WEIGHT

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Lic. No. 13706

W. CARTER SINCLAIR JR.

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28 SEPTEMBER 2018

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

REVISIONS

# DATE COMMENTS

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0.75 R. (TYP)

0.75 R. (TYP)0.75 R. (TYP)

0.75 R. (TYP)

/4

/4

/4

/4

3/4" PLATE 'S'

3/4" PLATE 'S-1'

6" 7" 4' - 2" 7" 6"

2' - 1" 2' - 1"

101°

R3.00

(TYP)

S1.2

3/8"

3/8"

3/16"

3/8"

BEVEL GROUND

SMOOTH AT

ALL POCKETS

7' - 5"

2' - 1" 3' - 3" 2' - 1"

/4

/4

9 1/4" 5' - 10 1/2" 9 1/4"

3"

2 1/4"

2 1/2"

PLATE 'A'

PLATE 'C'

PLATE 'B'

PLATE 'BB-2' PLATE 'BB-1'

2 1/4" 2 1/4"

3/4" PLATE

'S-1' 8 1/4" 1' - 3" 1' - 3" 8 1/4"

S1.2

A

3/8" CHAMFER

3/8"

6' - 4"

3' - 2" 3' - 2"

PLATE 'BB-1'

2 1/4"

3"

2 1/4"

2 1/2"

PLATE 'A'

PLATE 'C'

PLATE 'B'

R1.50 (TYP)

/4

/4

1' - 2"

1/8"

3/16"

/4

"3/4" PLATE 'S'

3/8"

TYP. EACH END

3/8"

3/8"

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

O J E

C T

T

IT

L E

S H

E E

T T

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WCS

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12-28-18

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1 1/2" = 1'-0"

TOP VIEW - 12,500 LBS. TEST WEIGHT

1 1/2" = 1'-0"S1.2

1 ELEVATION - 12,500 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 12,500 LBS. (Qty. 7)

Mark Material:

Unit weight Area Volume Weight

PLATE 'C' 490 lb/ft³ 36.42 ft² 6.83 ft³ 3345.78 lbf

PLATE 'A' 490 lb/ft³ 45.03 ft² 11.26 ft³ 5515.65 lbf

PLATE 'B' 490 lb/ft³ 34.27 ft² 7.14 ft³ 3498.00 lbf

PLATE 'BB-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'BB-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

EST. TOTAL WEIGHT = 12,556.97 LBS

STANDARD VERTICAL PLATE WEIGHT 12,500 LBS. (Qty. 7)

Mark Material:

Unit weight Area Volume weight

PLATE 'S' 490 lb/ft³ 2.51 ft² 0.16 ft³ 76.78 lbf

PLATE 'S-1' 490 lb/ft³ 2.51 ft² 0.16 ft³ 76.78 lbf

EST. TOTAL WEIGHT (Oty. 7) = 12,710.53 LBS

EST. TOTAL WEIGHT = 153.56 LBS

1 1/2" = 1'-0"S1.2

2 SIDE ELEVATION - 12,500 LBS. TEST WEIGHT

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

NOTE:

BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER

NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +375 LBS / - 0 LBS

3" = 1'-0"S1.2

A ENLARGED ELEVATION

NOTE:

APPLIES TO ALL CORNERS ON THIS WEIGHT

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

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IN

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Lic. No. 13706

W. CARTER SINCLAIR JR.

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

28 SEPTEMBER 2018

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

REVISIONS

# DATE COMMENTS

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6' - 4"

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S1.31

0.75 R. (TYP)

0.75 R. (TYP)0.75 R. (TYP)

0.75 R. (TYP)

6" 7" 4' - 2" 7" 6"

2' - 1" 2' - 1"

101°

3/4" PLATE 'T'

3/4" PLATE 'T-1'

R3.00

(TYP)

S1.3

3/8"

3/8"

BEVEL GROUND

SMOOTH AT

ALL POCKETS

3/8"

1 3/4"

1 1/2"

2 1/2"

PLATE 'D'

PLATE 'E'

PLATE 'B'

PLATE 'CC-2' PLATE 'CC-1'

2 1/4" 2 1/4"

7' - 5"

2' - 1" 3' - 3" 2' - 1"

/4

/4

2' - 1" 3' - 3" 2' - 1"

3/4" PLATE

'T-1' 1' - 3"8 1/4" 1' - 3" 8 1/4"

S1.3

A

3/8"

3/8" CHAMFER

3/8"

6' - 4"

1 3/4"

1 1/2"

2 1/2"

PLATE 'D'

PLATE 'E'

PLATE 'B'

PLATE 'CC-1'

2 1/4"

3' - 2" 3' - 2"

/4

R.875 (TYP)

/4

1' - 2"

1/8"

3/16"

/4

3/4" PLATE 'T'

3/8"

TYP. EACH END

3/8"

3/8"

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

O J E

C T

T

IT

L E

S H

E E

T T

IT

L

E

WCS

RN

WCS

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/2

:0 :1

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S1.3

17-0864

12-28-18

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T E

S T

P L A

T E

D E

T A

IL

S

F O

R

1 1/2" = 1'-0"

TOP VIEW - 9,000 LBS. TEST WEIGHT

1 1/2" = 1'-0"S1.3

1 ELEVATION - 9,000 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 'C' 9,000 LBS. (Qty. 4)

Mark Material:

Unit weight Area Volume Weight

PLATE 'E' 490 lb/ft³ 34.26 ft² 4.28 ft³ 2098.36 lbf

PLATE 'D' 490 lb/ft³ 45.01 ft² 6.56 ft³ 3216.28 lbf

PLATE 'B' 490 lb/ft³ 34.27 ft² 7.14 ft³ 3497.89 lbf

PLATE 'CC-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'CC-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

EST. TOTAL WEIGHT = 9,010.07 LBS

STANDARD VERTICAL PLATE WEIGHT 9,000 LBS. (Qty. 4)

Mark Material:

Unit weight Area Volume weight

PLATE 'T-1' 490 lb/ft³ 2.11 ft² 0.13 ft³ 64.63 lbf

PLATE 'T' 490 lb/ft³ 2.11 ft² 0.13 ft³ 64.63 lbf

EST. TOTAL WEIGHT = 129.26 LBS

EST. TOTAL WEIGHT (Oty. 4) = 9,139.33 LBS

1 1/2" = 1'-0"S1.3

2 SIDE ELEVATION - 9,000 LBS. TEST WEIGHT

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

NOTE:

BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER

NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +270 LBS / - 0 LBS

3" = 1'-0"S1.3

A ENLARGED ELEVATION

NOTE:

APPLIES TO ALL CORNERS ON THIS WEIGHT

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

Lic. No. 13706

W. CARTER SINCLAIR JR.

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

28 SEPTEMBER 2018

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

REVISIONS

# DATE COMMENTS

- I ', ' ' --- -c • '~

II (

I I t I

I

I

I

I

I I t I

I

I _[

I I

I

I t I

I

'• I

( I \ I

I

I

I

I I

) II

7/ .

' l

V

I

J

S?Ci STiiii!UCTUiiii!/\L ffi

,,,..._ __ I/

.7

14" ALIGNMENT

GUIDES - SEE

DETAIL (TYP)

6' - 4"

S1.41

/4

/4

/4

/4

1" PLATE 'L-4'

1" PLATE 'L-1'

1" PLATE 'L-5'

1" PLATE 'L-3'

0.75 R. (TYP)

0.75 R. (TYP)0.75 R. (TYP)

0.75 R. (TYP)

6" 7" 4' - 2" 7" 6"

2' - 1" 2' - 1"

101°

R3.00

(TYP)

S1.4

1" PLATE 'L'1" PLATE 'L-2'

1' - 0" 1' - 0"

/4

3/16"

4' - 4"

3/8"

3/8"

BEVEL GROUND

SMOOTH AT

ALL POCKETS

1/4" 1/4"

1/4"1/4"

3/8"

2"

2"

2"

PLATE 'D'

PLATE 'D-1'

PLATE 'D-2'

PLATE 'DD-2' PLATE 'DD-1'

2 1/4" 2 1/4"

7' - 5"

2' - 1" 3' - 3" 2' - 1"

6' - 7 3/4" 9 1/4" 1' - 3" 1' - 3" 8 1/4"

PLATE 'L'

PLATE

'L-1'

PLATE 'L-4'

S1.4

APLATE

'L-3'

3/8"

3/8" CHAMFER

3/8"

6' - 4"

3' - 2" 3' - 2"

2"PLATE 'D'

PLATE 'DD-1'

2 1/4"

R.875 (TYP)

PLATE 'D-1'

PLATE 'D-2'

2"

2"

2' - 2"2' - 0"2' - 2" 4 1/2"

1' - 3"

4 1/2"

PLATE 'L-2'

PLATE 'L-3'

PLATE 'L'

1/4"1/4"

3/8"

3/8"

/4

1' - 2"

1/8"

3/16"

/4

1" PLATE 'L-3'

3/8"

TYP. EACH END

3/8"

3/8"

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

O J E

C T

T

IT

L E

S H

E E

T T

IT

L

E

WCS

RN

WCS

/1

/2

:0 :1

P

M

S1.4

17-0864

12-28-18

P U

G E

T S

O U

N D

N A

V A

L S

H I P

Y A

R D

T E

S T

P L A

T E

K W

E

IG

H T

B R

E M

E R

T O

N W

A S

H

IN

G T

O N

T E

S T

P L A

T E

D E

T A

IL

S

F O

R

1 1/2" = 1'-0"

TOP VIEW - 5,000 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 5,000 LBS. (Qty. 6)

Mark Material:

Unit weight Area Volume Weight

PLATE 'D' 490 lb/ft³ 39.03 ft² 6.50 ft³ 3187.23 lbf

PLATE ' D-2'' 490 lb/ft³ 8.96 ft² 1.49 ft³ 731.92 lbf

PLATE 'DD-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'DD-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

1 1/2" = 1'-0"S1.4

1 ELEVATION - 5,000 LBS. TEST WEIGHT

EST. TOTAL WEIGHT (Oty. 6) = 5,094.77 LBS

TOTAL WEIGHT = 4,848.61 LBS

STANDARD VERTICAL PLATE WEIGHT 5,000 LBS. (Qty. 6)

Mark Material:

Unit weight Area Volume weight

PLATE 'L-2' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf

PLATE 'L-3' 490 lb/ft³ 2.06 ft² 0.17 ft³ 83.94 lbf

PLATE 'L' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf

PLATE 'L-4' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf

PLATE 'L-5' 490 lb/ft³ 0.48 ft² 0.04 ft³ 19.57 lbf

PLATE 'L-1' 490 lb/ft³ 2.06 ft² 0.17 ft³ 83.94 lbf

TOTAL WEIGHT = 246.16 LBS

1 1/2" = 1'-0"S1.4

2 SIDE ELEVATION - 5,000 LBS. TEST WEIGHT

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

3" = 1'-0"S1.4

A ENLARGED ELEVATION

NOTE:

BOTTOM OF ALIGNMENT POCKETS WILL BE CHAMFER

NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +150 LBS / - 0 LBS

NOTE:

APPLIES TO ALL CORNERS ON THIS WEIGHT

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

Lic. No. 13706

W. CARTER SINCLAIR JR.

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

28 SEPTEMBER 2018

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

REVISIONS

# DATE COMMENTS

I~ - ' -: ---, I.~ .. -~

I

I

I

I j

I/

I

------------1-

I

-l_

- _l ,-

- __J_

I

I

V

/ --/ ' I \

I

--t--- I

\ I

- -/ --/ ' I I

I

I \ I

_L

_71

I I

I ;I

I

STiiii!UCTUiiii!/\L ffi

DETAIL (TYP)

6' - 4"

/4

/4

/4

/4

S1.51

16" PIPE

COLUMN 'E-1'

16" PIPE

COLUMN 'E-2'

1/4"

PLATE 'M'

1" PLATE 'M-1'

1/4" PLATE

'M-2'

1" PLATE 'M-3'

0.75 R. (TYP)

0.75 R. (TYP)0.75 R. (TYP)

0.75 R. (TYP)

2' - 1" 2' - 1"

101°

R3.00

(TYP)

S1.5

1' - 0"

1/4" PLATE

'M-4'

1/4" PLATE

'M-5'

6" 7" 4' - 2" 7" 6"

1' - 0"

B-2

S1.5TYP.

B-1

1' - 3 1/2"

2 1/2"

1' - 4"

2 1/2"

1' - 3 1/2"

H S

S

X X

/4

H S

S

X X

/4

1/4"

PLATE

'M-8'

1/4"

PLATE

'M-9'

1/4" PLATE

'M-7'

1/4" PLATE

'M-6'

1/4"1/4"

1/4"1/4"

BEVEL GROUND

SMOOTH AT

ALL POCKETS

3/8"

1/4"

1/4"

7' - 5"

1 1/4" 1 1/2"

PLATE 'G'

PLATE 'EE-2' PLATE 'EE-1'

2 1/4" 2 1/4"

2' - 1" 3' - 3" 2' - 1"

/4

PLATE 'E -1'

/4

7' - 5"

PLATE 'M'

PLATE

'M-1'

PLATE 'M-5'B-1

S1.5

A

° 4

6" 4' - 8 1/2" 6"

PLATE 'M-8'PLATE

'M-7'

1' - 4"1' - 4"

PLATE 'M-3'

6' - 4"

R 5/8 (TYP)

1 1/4"PLATE 'G'

PLATE 'EE-1'

2 1/4"

1 1/2"PLATE 'E-1'

/2

/2

/4

PLATE 'M-5'

PLATE 'M-4'

/4

PLATE 'M-3'

1/4"

3' - 2"3' - 2"

1/4"

'B-2' 'B-2'

1/4" PLATE

'M-8'

1/4" PLATE 'M-9'

3/8" 3/8"

1/4"

1/4"

4X4 TUBE AT EACH3/16"

3/16"PIPE TO PLATE TYP.

3/8"

3/8"

2" @ 12" O/C (FLUSH)2" @ 12" O/C (FLUSH)

HSS4X4X1/4

3/8"

NOTE:

SEAL ALL UNWELDED EDGES

WITH CAULK TO PREVENT

WATER INTRUSION

/4

1' - 2"

1/8"

3/16"

/4

PLATE 'M-3'

3/8"

TYP. EACH END

3/8"

3/8"

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

O J E

C T

T

IT

L E

S H

E E

T T

IT

L

E

WCS

RN

WCS

/1

/2

:0 :1

P

M

S1.5

17-0864

12-28-18

P U

G E

T S

O U

N D

N A

V A

L S

H I P

Y A

R D

T E

S T

P L A

T E

K W

E

IG

H T

B R

E M

E R

T O

N W

A S

H

IN

G T

O N

T E

S T

P L A

T E

D E

T A

IL

S

F O

R

1 1/2" = 1'-0"

TOP VIEW - 3,000 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 3,000 LBS. (Qty. 8)

Mark Material:

Unit weight Area Volume Weight

PLATE 'G' 490 lb/ft³ 37.03 ft² 3.86 ft³ 1889.99 lbf

PLATE 'EE-1' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

PLATE 'EE-2' 490 lb/ft³ 1.07 ft² 0.21 ft³ 104.26 lbf

16" PIPE 'E-1' 490 lb/ft³ 0.13 ft² 0.03 ft³ 13.05 lbf

16" PIPE 'E-2' 490 lb/ft³ 0.13 ft² 0.03 ft³ 13.05 lbf

PLATE 'E-1' 490 lb/ft³ 9.99 ft² 1.25 ft³ 611.84 lbf

1 1/2" = 1'-0"S1.5

1 ELEVATION - 3,000 LBS. TEST WEIGHT

EST. TOTAL WEIGHT (Oty. 8) = 3,052.03 LBS

TOTAL WEIGHT = 2,736.45 LBS

STANDARD VERTICAL PLATE WEIGHT 3,000 LBS. (Qty. 8)

Mark Material:

Unit weight Area Volume weight

PLATE 'M-2' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf

PLATE 'M' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf

PLATE 'M-5' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf

PLATE 'M-4' 490 lb/ft³ 0.06 ft² 0.00 ft³ 0.64 lbf

PLATE 'M-3' 490 lb/ft³ 2.11 ft² 0.18 ft³ 86.20 lbf

PLATE 'M-1' 490 lb/ft³ 2.11 ft² 0.18 ft³ 86.20 lbf

PLATE 'M-6' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf

PLATE 'M-7' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf

PLATE 'M-8' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf

PLATE 'M-9' 490 lb/ft³ 0.10 ft² 0.00 ft³ 1.06 lbf

TOTAL WEIGHT = 179.20 LBS

1 1/2" = 1'-0"S1.5

2 SIDE ELEVATION - 3,000 LBS. TEST WEIGHT

SLED BEAM WEIGHTS

Mark Material:

Unit weight Length Volume WEIGHT

B-1 490 lb/ft³ 5' - 8 255/256" 0.14 ft³ 68.19 lbf

B-2 490 lb/ft³ 5' - 8 255/256" 0.14 ft³ 68.19 lbf

1. ALL HOLLOW STRUCTURAL SECTIONS SHALL BE IN

ACCORDANCE WITH ASTM A500 GRADE B (Fy = 46 KSI).

STRUCTURAL NOTES (3,000 LBS.)

TOTAL WEIGHT = 136.38 LBS

3" = 1'-0"S1.5

3 SECTION

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

NOTE:

BOTTOM OF ALIGNMENT PIPES WILL BE CHAMFER

NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +90 LBS / - 0 LBS

NOTE:

APPLIES TO ALL CORNERS ON THIS WEIGHT

3" = 1'-0"S1.5

A ENLARGED ELEVATION

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

Lic. No. 13706

W. CARTER SINCLAIR JR.

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

28 SEPTEMBER 2018

NOTE:

THE PIPE SHALL BE SCHEDULE 30/ STANDARD 3/8"

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

NOTE:

SILICON SEALANT TO BE APPLIED BETWEEN STITCH

WELDS AT TUBE STEEL AND PLATE CONTACT AREA

REVISIONS

# DATE COMMENTS

----L j

___ 1, ~e--'-c:=_ =r=-=-=:;=-:r~l/ ,--71

~ --+------11-

~1 II

L - - _JJ

' I

' _T r i

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• j

/ I\ ,--ii _ _J

JI :~

'IL __ _J

i II

,, II ,, II ,, II ,, II ,, II ,,

,, II

II ,, II ,,

,, II

II ,, II ,, II ,,

,, II

,, II

,, II

,, II

I

II

II

I II

I II

I II

I II

I II

I II

II

II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

I II

• I II ,, II ,, II

,' II

,' II

,' II

I ,, II

,, II

,, II

,, II

,, II

,, II

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V

'-i- ' V

--' I

' 11-, -1= _j

:r

/.,,....II

II/ I

't

II /I

r II

II

II

II

I Li Li

I -- --- //

,, __J_

;I '\ ;I \(

I ( I

)I I

I\

I

;I ;I ,, //

I I

I I • • I

;I ,{

;I I

\1

I\ ;I \\ ;I ,, // n n

II II

11 ....... / I~---

II II

II II

! _J - T

II _L _,_

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II I

II

II

II

II

II

II

II

II

II

II

II

II

II

II

II ,,

II

II

II

T

_l

STiiii!UCTUiiii!/\L ffi

DETAIL (TYP)

S1.61

16" (1/2) PIPE

COLUMN 'F-2'

S1.6

1/2" PLATE 'P-1'

1/2" PLATE 'P-3'

1/2" PLATE 'P-4'

/2

/2

6" 3' - 9" 6"

1' - 10 1/2" 1' - 10 1/2"

1/2" PLATE 'P-5'

1/2" PLATE 'P-2'

1/2" PLATE 'P-6'

14" ALIGNMENT

GUIDES - SEE

DETAIL (TYP)

16" (1/2) PIPE

COLUMN 'F-1'

4' - 9"

101° 10 1°

BEVEL GROUND

SMOOTH AT

ALL POCKETS

3/8"

1 1/2"PLATE 'N'

PLATE

'FF-2'

PLATE

'P-2'

2 1/4" 2 1/4"

PLATE

'FF-1'

/4

/2

/4

1' - 11" 8"

16" (1/2) PIPE

COLUMN 'F-2'

8"

16" (1/2) PIPE

COLUMN 'F-1'

3/8"

3/8"

1 1/2"PLATE 'N'

2 1/4"

PLATE 'P-2'

PLATE 'FF-1'

PLATE 'P-5'

6" 3' - 9" 6"

PLATE 'P-1'

/4

/4

/2

1' - 10 1/2" 1' - 10 1/2"

16" (1/2) PIPE

COLUMN 'F-1'

PLATE 'P-4'

1/8"

3/16" CHAMER (TYP)

1/8"

/4

1' - 2"

1/8"

3/16"

/4

SHEET NO.

S in c la ir P ra tt

C a m e ro n

P .C

WEBSITE: WWW.SPC-ENG.COM

757.417.0565 * 757.417.0568 (fax)

VIRGINIA BEACH, VA 23451-6188

1630 DONNA DRIVE - SUITE 103

SINCLAIR PRATT CAMERON, P.C.

DRAWN BY

JOB NUMBER

DATE

CHECKED BY

DESIGNED BY

P R

O J E

C T

T

IT

L E

S H

E E

T T

IT

L

E

WCS

RN

WCS

/1

/2

:0 :1

P

M

S1.6

17-0864

12-28-18

P U

G E

T S

O U

N D

N A

V A

L S

H I P

Y A

R D

T E

S T

P L A

T E

K W

E

IG

H T

B R

E M

E R

T O

N W

A S

H

IN

G T

O N

T E

S T

P L A

T E

D E

T A

IL

S

F O

R

1 1/2" = 1'-0"

TOP VIEW - 1,000 LBS. TEST WEIGHT

STANDARD HORIZONTAL WEIGHT 1,000 LBS. (Qty. 4)

Mark Material:

Unit weight Area Volume Weight

PLATE 'N' 490 lb/ft³ 13.64 ft² 1.71 ft³ 835.48 lbf

PLATE 'FF-1' 490 lb/ft³ 0.54 ft² 0.10 ft³ 49.39 lbf

PLATE 'FF-2' 490 lb/ft³ 0.54 ft² 0.10 ft³ 49.39 lbf

16" PIPE 'F-1' 490 lb/ft³ 0.08 ft² 0.02 ft³ 11.22 lbf

16" PIPE 'F-2' 490 lb/ft³ 0.08 ft² 0.02 ft³ 11.22 lbf

1 1/2" = 1'-0"S1.6

1 ELEVATION - 1,000 LBS. TEST WEIGHT

EST. TOTAL WEIGHT (Oty. 4) = 1,018.44 LBS

TOTAL WEIGHT = 956.70 LBS

STANDARD VERTICAL PLATE WEIGHT 1,000 LBS. (Qty. 4)

Mark Material:

Unit weight Area Volume weight

PLATE 'P-3' 490 lb/ft³ 0.88 ft² 0.04 ft³ 17.97 lbf

PLATE 'P-2' 490 lb/ft³ 0.88 ft² 0.04 ft³ 17.97 lbf

PLATE 'P-4' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf

PLATE 'P-5' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf

PLATE "P-1' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf

PLATE 'P-6' 490 lb/ft³ 0.32 ft² 0.01 ft³ 6.45 lbf

TOTAL WEIGHT = 61.74 LBS

1 1/2" = 1'-0"S1.6

2 SIDE ELEVATION - 1,000 LBS. TEST WEIGHT

3" = 1'-0"

ALIGNMENT GUIDE DETAIL

NOTE:

BOTTOM OF ALIGNMENT PIPES WILL BE CHAMFER NOTE:

TOLERANCE FOR THE WEIGHTS SHALL BE +30 LBS / - 0 LBS

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

Lic. No. 13706

W. CARTER SINCLAIR JR.

A I

N I

G

RI

V

FOHTLAE

W

N O

M M

O C

P R

O F

ESS I ONAL EN

G

IN

E

E R

28 SEPTEMBER 2018

NOTE:

THE PIPE SHALL BE SCHEDULE 30/ STANDARD 3/8"

NOTE:

TOLERANCE FOR THE ALIGNMENT GUIDES WILL BE ±

1/4" WIDTH AND ±1/2" HEIGHT

REVISIONS

# DATE COMMENTS

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- I Ii

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11 11 11 11

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Enclosure 2

CAT 3 Test Weight Drawings

NOTE: Provided drawings are extracted from a larger drawing package.

D

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C

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SIZE DWG NO. REV

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D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 2 181:8

TOLERANCES

UNITS: INCHES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

CAT 3 WEIGHT STACK WITH 20K CAT 1

WEIGHT FOR STACKING REFERENCE.

MARKING NOTES:

1. ALL PLATES SHALL HAVE AN ALIGNMENT STRIPE PAINTED ON TWO

OPPOSING SIDES OF NO LESS THAN 1 INCH WIDE AND NO GREATER THAN 3

INCHES WIDE.

2. THE ACTUAL VALUE OF THE WEIGHT IN LBS SHALL BE STENCILED ON A

MINIMUM OF TWO OPPOSING OUTERMOST SIDES THAT ARE VISIBLE WHEN

STACKED. MARKINGS SHALL BE IN A SIMILAR LOCATION ON EACH

WEIGHT.

3. EACH WEIGHT SHALL HAVE A NAMEPLATE AFFIXED TO ONE SIDE THAT

STATES "PROPERTY OF PSNS & IMF" FOLLOWED BY A SERIAL NUMBER.

GENERAL NOTES

1.FABRICATION IS TO BE IN ACCORDANCE WITH THE MOST RECENT

EDITION OF AWS D1.1. OR AWS D1.2 AS APPROPRIATE.

2. STEEL WEIGHT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AISC

STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION. ALUMINUM

WEIGHTS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE ALUMINUM

DESIGN MANUAL, 2015.

3. PAINTING SHALL BE ACCOMPLISHED AFTER WELDING AND PAINT

PREPARATION. REFER TO SPECIFICATION FOR PAINTING AND MARKING

DIRECTION.

4. INTERPRET THIS DRAWING IN ACCORDANCE WITH ASME Y14.100,

ENGINEERING DRAWING PRACTICES.

5. SMOOTH ALL SHARP CORNERS AND ROUGH EDGES LIABLE TO CAUSE

INJURY.

A

B

C

D

A

B

C

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 3 181:3

TOLERANCES

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1. X.XX u 0.20

X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

NOTES:

1. THIS DRAWING REPRESENTS THE "TYPICAL" WELD LOCATIONS FOR

ATTACHING THE "SUBASSEMBLY" TO THE 100LB, 150LB, AND 200LB

TEST WEIGHTS.

2. THE PARTS FOR THIS ASSEMBLY ARE ALSO TYPICAL TO THESE

WEIGHTS. THE ONLY VARIATIONS WILL BE FOUND IN THE "TOP PLATE."

3. ARRANGEMENT OF COMPONENTS AND THEIR LOCATIONS IN

REFERENCE TO THE "TOP PLATE" ARE STANDARD ACROSS THE THREE

WEIGHTS.

0.500

0.500

8.000

14.000

7.530

A A

SECTION A-ASECTION A-A

1/4

1/4 TYP.

PART 1

PART 2

PART 3

PART 4

SUBASSEMBLY A

PART NO. MATERIAL DESIGNATION STANDARD DESCRIPTION QUANTITY

1 ALUMINUM 6061-T6 ALUMINUM ASSOCIATION I-BEAM 3" I-BEAM, 29" LONG 2

2 ALUMINUM 6061-T6 ALUMINUM ASSOCIATION I-BEAM 3" I-BEAM, 9" LONG 2

3 ALUMINUM 6061-T6 ASTM B 221, SCHEDULE 40 PIPE, 8 INCH

NOMINAL DIAMETER

3" LONG SECTION 2

4 ALUMINUM 6061-T6 ASTM B 209 1/4" PLATE, ROLLED/BENT TO SHAPE 2

5 ALUMINUM 6061-T6 ASTM B 209 "TOP PLATE" - VARIES BETWEEN WEIGHTS 1

PART 5

1/4PART 3

PART 4

1/4 1/4

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 4 181:4

TOLERANCES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1.

FRONT VIEW

PART #1

FRONT VIEW

PART #2 FRONT VIEW

PART #3

FRONT VIEW

PART #4

TOP VIEW

TOP VIEW

TOP VIEW

TOP VIEW

R 7.000

4.500

3.000

3.000

O 8.625

O 7.981

10.000

2.500

3.000

3.000

29.000

2.500

PART 3

ASTM B 221

6061-T6

SCHEDULE 40 PIPE

8 INCH NOMINAL DIAMETER

PARTS 1 & 2

6061-T6

ALUMINUM ASSOCIATION I-BEAM

PART 4

ASTM B 209

6061-T6

1/4" ALUMINUM PLATE

ROLLED/BENT TO SHAPE

11.369

11/16 X 45° TYP

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 5 181:4

TOLERANCES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1.

R 7.000

4.500

3.000

R 0.125 TYP

4.000

30.000

24.000

1.000

1.250

16.000

1.500

8.000

O 6.000

R 0.50 SLING CHANNEL

R 0.125 TYP

R 0.125 TYP

3/4 X 45°

SUBASSEMBLY "A"

3.319

14.000

NOTES:

1. ALL CORNERS HAVE A 0.125" RADIUS

EXCEPT FOR SLING CHANNELS.

2. SLING CHANNELS HAVE 0.50" RADIUS

CORNERS.

3. REFER TO SPECIFICATION FOR ALL

CONSTRUCTION REQUIREMENTS.

4. ALL SLING POCKETS TO BE GROUND

SMOOTH.

5. REFER TO "SUBASSEMBLY A"

DRAWING FOR WELDING

INFORMATION.

100 LB TEST WEIGHT

QTY: 1

1/2

R 0.500

100°

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B

C

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 6 181:4

TOLERANCES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1.

4.500

3.000

R 7.000

4.000

24.000

R 0.250 TYP

30.000

2.000

1.500 3/4 X 45°

SUBASSEMBLY "A"

R 0.50 SLING CHANNEL

R 0.250 TYP

R 0.250 TYP

R 0.500

3.343

8.000

O 6.000

NOTES:

1. ALL CORNERS HAVE A 0.250" RADIUS

EXCEPT FOR SLING CHANNELS.

2. SLING CHANNELS HAVE 0.500"

RADIUS CORNERS.

3. REFER TO SPECIFICATION FOR ALL

CONSTRUCTION REQUIREMENTS.

4. ALL SLING POCKETS TO BE GROUND

SMOOTH.

5. REFER TO "SUBASSEMBLY A"

DRAWING FOR WELDING

INFORMATION.

150 LB TEST WEIGHT

QTY: 1

1/2

R 0.50 SLING CHANNEL

14.000

A

B

C

D

A

B

C

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 7 181:4

TOLERANCES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1.

3.000

24.000

4.000

R 0.500

4.500

30.000

2.500

O 6.000

16.000

1.500

8.000

3/4 X 45°

14.000

NOTES:

1. ALL CORNERS HAVE A 0.250" RADIUS

EXCEPT FOR SLING CHANNELS.

2. SLING CHANNELS HAVE 0.50" RADIUS

CORNERS.

3. REFER TO SPECIFICATION FOR ALL

CONSTRUCTION REQUIREMENTS.

4. ALL SLING POCKETS TO BE GROUND

SMOOTH.

5. REFER TO "SUBASSEMBLY A"

DRAWING FOR WELDING

INFORMATION.

200 LB TEST WEIGHT

QTY: 2

1/2 R 0.250 TYP

3.000

R 0.50 SLING CHANNEL

R 0.50 SLING CHANNEL

R 0.250 TYP

R 0.250 TYP

3.343

A

B

C

D

A

B

C

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SIZE DWG NO. REV

SCALE: SHEET

D

CRANE DRAWING INDEX

OF

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

CAT III TEST WEIGHTS -

BANGOR

4C30643 - 8 181:4

TOLERANCES

X.XX u 0.20 X.XXX u 0.125 FRACTION u 1/8 DEG u1v

WEIGHT -0%, +2%

UNITS: INCHES

BASE MATERIAL:

6061-T6 ALUMINUM

WELD MATERIAL: 5356,

5183, OR 5556

WELDING TO BE

PERFORMED PER AWS

D14.1.

R 7.000

1.500 6.000

7.000

4.000

3.000

3.343

30.000

24.000

R 0.250 TYP

R 1.000

R 0.250 TYP

16.000 1/2 45v

R 1.00" SLING CHANNEL

R 1.00" SLING CHANNEL

R 0.250 TYP

4.500

300 LB WEIGHT (QTY. 4)

MATERIAL: 6061-T6 ALUMINUM

THICKNESS NOM. DIM. QUANTITY

2.5 INCH 24" X 30" 1

1.75 INCH 16" X 30" 1

2 INCH 16" X 30" 1

NOTES:

1. ALL CORNERS HAVE A 0.250" RADIUS

EXCEPT FOR SLING CHANNELS.

2. SLING CHANNELS HAVE 1.00" RADIUS

CORNERS.

3. REFER TO SPECIFICATION FOR ALL

CONSTRUCTION REQUIREMENTS.

4. ALL SLING POCKETS TO BE GROUND

SMOOTH.

R 7.000

0.500

2.000

100°

3/4 X 45° 1/2

1/23/4 X 45°

1/2 45v6.250 1.750

2.500

8.000

14.000

4.000