ML18003B292

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Rev 2 to Maint Mgt Procedure MMM-020, Operation Testing, Maint & Insp of Cranes & Matl Handling Equipment.
ML18003B292
Person / Time
Site: Harris Duke Energy icon.png
Issue date: 11/21/1985
From: Campbell
CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18003B291 List:
References
MMM-020, MMM-20, NUDOCS 8606100285
Download: ML18003B292 (108)
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Text

SPR022

.CAROLINA POWER & LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT PLANT OPERATING MANUAL VOLUME 4 PART l PROCEDURE TYPE: 'aintenance Management Manual NUMBER:

TITLE: Operation, Testing, Maintenance and Inspection of Cranes and Material Handling Equipment REVISION 2 APPROVED: Jr'r Sign ture Date TITLE:. - Wzu RECEIVED 8bOb100285 BbOb02 gOY 25 ggz PDR ADDCK 05000400 PDR DOCUMENT SERVIC Page 1 of 73

SPR022 Table of Contents Section ~Pa e 1.0 PURPOSE 5

2.0 REFERENCES

5 3.0 RESPONSIBILITIES 6 3.1 Crane Operator 7 3.2 Manager Maintenance 7 4.0 DEFINITIONS 7' 4.1 Angle of Loading 4.2 Basket Hitch 7 4.3 Braided Wire Rope 7 4.4 Braided Wire Rope Sling 7 4.5 Critical Loads 8 4.6 Choker Hitch 8 4.7 Major Maintenance/Alteration 8 4.8 Heavy Loads 8 4.9 Hitch 8 4.10 Master Link or Gather Link 8 4.11 Rated Capacity/Working Load Limit 8 4.12 Selvage Edge 8 4.13 Sling 8 4.14 Strand Laid Endless Sling - Mechanical Joint 9 4.15 Strand Laid Grommet - Hand Tucked 9 4.16 Strand Laid Rope 9 4.17 Vertical Hitch 9 4..18 Rope Lay 9 4.19 Bight 9 4.20 Choker 9 4.21 Mousing 9 4.22 Softener 9 4.23 Spreader 9 5.0 PROCEDURE 10 5.1 Safe Operating Practices 10 5.2 Crane Operation 12 5.2.1 Operators and Signalmen 13 5.2.2 Fixed Cranes 13 5.2.3 Mobile Cranes 15 5.3 Signals 16 5.4 -Inspections 17 5.4.'1',Overhead'and Gantry Cranes 17 5 .4."1.,1 Frequent Inspections 17 5.4."1:2, Periodic Inspections 18

'5.4;2 Mobile Cranes 18 5.4.2.1 "Frequent Inspections 18 5.4.2.2 Periodic Inspections 19 5.5 Testing 19 5.5.1 Overhead and Gantry Cranes 19 5.5.2 Mobile Cranes 19 MMM-020 Rev. 1 Page 2 of 73

SPR022 Table of Contents (continued)

Section ~Pa e 5.6 Operator Training and Qu lification 20 5.6.1 Physical Requirements 20 5.6.2 Training 20 5.6.3 Testing 21 5.6.4 Certification 21 5.6.5 Recertification 21 5.7 Material Handling Attachments and Special Lifting Equipment 22 5.7.1 Shackles 22 5.7.2 Eyebolts 23 5.7.3 Turnbuckles 23 5.7.4 Hooks 24 5.7.4.1 Crane Hooks 24 5.7.4.2 Hooks, Other Than Crane Hooks 24 5.7.5 Slings 25 5.7.5.1 Safer Operating Practices 25 5.7.5.2 Inspections 27 5.7.5.3 Inspection Criteria 27 5.7.5.3.1 Vire Rope Slings 27 5.7.5.3.2 Synthetic Meb Slings 28 5.7.5.4 Storage 28 5.8 Hoist/Jacks 29 5.8.1 Chain Falls and Come-a-longs 29 5.8.2 Jacks 30 5.8.3 Rings, Links and Swivels 30 5.8.4 Spreader and Equalizer Beams 30 5.8.5 Inspections 30 5.9 Special Lifting Equipment 31 5.9 ' Safe Operating Practices 31 5.9.2 Inspections 31 5.10 General Hardware 32 5.11 Maintenance ~

32

6. 0 ATTACHMENTS 32 Attachment 1 Standard Hand Signals for Controlling Overhead Gantry Cranes 33 Attachment 2 Crane Operator Certification FoM {Physical)

Examination) 34 Attachment 3 Crane Operator Certification Form (Physical) and Mental Examination) 35 Attachment 4 Crane Operator Certification 36 Attachment 5 Mobile Crane Operator Certification 42 Attachment 6 Crane Operator Recertification Form 43

'Attachment 7 Safe Load Paths 44 Table 1 Shackle Specifications 57 Table 2 Turnbuckle Specifications 58 Table 3 Strength of Standard Sling Hooks 59 Table 4 Rated Capacities for Single Leg Slings 61 Table 5 Eyebolt Specifications 63 Table 6 Shearon Harris Nuclear Plant, Heavy Load Listing 65 MMM-020 Rev. 2 Page 3 of 73

SPR022 List of Effective Pa es

~Pa e Revision 1 1 5 12 1 14 ",19 1 21 " 33 1 36 - 40 1 42 1 44 " 55 1 57 - 64 1 3-4 2 13 2 20 2 31 2 34 2 35 2 41 2 43 2 56 2 65 .- 73 2 MMM-020 Rev, 2 Page 4 of 73

SPR022 1.0 PURPOSE This procedure provides written instructions regarding crane operation, inspection and testing. It is designed (when used in conjunction with other referenced procedures) to assure that plant-lifting equipment is capable of performing its design function, minimize unscheduled outages, and provide iaximum availability of plant safety equipment. The following cranes and hoists fall under the applicability of this procedure:

1. Circular bridge crane in containment building
2. Overhead gantry cranes
3. Spent fuel cask handling crane n
4. Spent fuel bridge crane
5. New fuel bridge crane
6. Hot, maintenance +hop crane
7. Waste handling bridge crane
8. Mobile cranes
9. Under slung br'idge cranes 6 hoists
2. 0 REFERENCES
1. ANSI N14.6 - 1978 Standards for lifting devices for shipping containers weighing 10,000 pounds (4500 kg) or more for Nuclear Material.
2. ANSI B30.1 Jacks
3. ANSI B30.2.0 - 1976 Overhead and Gantry'ranes (Top Running Bridge and Multiple Girder) 4.,ANSI B30.3 - 1975 Hammerhead tower cranes
5. ANSI B30.4 Portal, Tower and Pillar Cranes
6. ANSI B30.5 - 1968 Crawler, locomotive and truck cranes
7. ANSI B30.6 - 1969 Der:-.icks
8. ANSI B30. 7 Base Mounted Drum Hoists
9. ANSI B30.9 " 1973 Slings MMM-020 Rev. 1 Page 5 of 73

SPRO22

2.0 REFERENCES

(continued)

10. ANSI . B30.10 Hooks
11. ANSI B30.11 Monorail System and Underhung cranes
12. ANSI B30.15 - 1971 Mobile hydraulic cranes
13. ANSI B30.16 Overhead hoists (underhung)
14. ANSI B30.17 Overhead and Gantry Cranes (Top Running Bridge, Single Girder, Underhung Hoist) 15 ~ ANSI B30. 20 Below the hook lifting devices
16. OSHA 910.179 Overhead and Gantry cranes
17. OSHA 1910.180 Crawler, locomotive and truck cranes
18. OSHA 1910. 181 Derricks
19. OSHA 1910.184 Slings 20'. OSHA 1910.550 Cranes and derricks
21. CPEL Safety Manual
22. NRC NUREG 0612
23. N.U.L. Property Loss Prevention Standard, Appendix 1.B.2
24. Crane Manufacturers Association of America
25. CMMA Specification 70, Overhead Electric Cranes
26. Monorail Manufacturers Association 27,.",'MMA Specification for Underhung Cranes and Monorail-Hoists 28.'NRC NUREG 0544 29;; 'ode.of Federal Regulations, Title 10
30. Clearance Procedure, POM, Volume 1, Part. 1, AP-20
3. 0 RESPONSIBII ITIES All activities conducted at the plant shall be performed within the guidelines of good maintenance practices.

MMM<<020 Rev. 1 Page 6 of 73

SPR022 Crane operations shall be conducted in accordance with the guidelines listed in this instruction and its applicable reference data. In no case shall the crane operator move heavy loads, as defined in NUREG 0612, outside the paths as shown in Attachment 7.

Deviation'rom these load paths are not authorized, unless specific directions are received, in writing, from the Manager - Maintenance.

3.2 Mana er Maintenance The Manager Maintenance (or equal/higher authority) has the authority to designate other cranes to which this procedure may apply, such as mobile or fixed cranes that may be required to perform work functions.

The Manager Maintenance shall ensure that all crane operators moving heavy loads, as defined in NUREG 0612, are provided with suitable visual aids (Attachment 7) to ensure movements of heavy loads are only along established load paths. Additionally, during movements of "critical loads," he is" responsible to designate a cognizant individual to monitor each critical lift. This individual will have the authority to stop the operation where accepted standards are not being followed. Critical loads/lifts are those falling under the guidelines of NUREG 0612 and N.U.L Property Loss Prevention Standard Appendix 1.B.2.

4.0 DEFINITIONS 4.1 An le of Loadin The inclination of a leg or branch of a sling is measured from the horizontal or vertical plane. An angle of loading of five degrees or less from the vertical may be considered a vertical angle of loading.

4.2 Basket Hitch A sling configuration whereby the sling is passed under the load and has both ends, ends attachments, eyes or handles on the hook or a single'.master, link.

4.3 pBra9:d'ed,=Wire Ro e A wire r'ope";formed by plaiting component wire ropes.

4.4 Braided Wire Roue Slin A sling composed of multiple wire rope legs with the top ends gathered in a fitting that goes over the lifting hook.

RK-020 Rev. 1 Page 7 of 73

SPR022 4.5 Critical Loads Any lifted load whose uncontrolled movement or release could adversely affect any safety-related system when such system is required for plant safety or could result in potential off-site exposure.

4.6 Choker Hitch A sling configuration with one end of the sling passing under the load and through an end attachment, handle or eye on the other end of the sling. I 4e7 Ma'or Maintenance Alteration ls defined as a repair or design change in which load ~hearin members are subjected to heating above 300'F (150 C), removal of significant quantities of metal, welding other than for surface repair, or plastic deformation of metal.

Any load, carried in a given area that weighs more than the combined weight of a single spent fuel assembly and its associated handling tool.

4. 9 Hitch A sling configuration whereby the sling is fastened to an object or load, either directly to it or around it.

4.10 Master Link or Gatherin Link A forged or welded steel link used to support all members (legs) of a wire rope sling.

4.11 Rated Ca acit Workin Load Limit The maximum working load permitted.

The finished edge of synthetic webbing designed to prevent unraveling.

4.13 ~Slin An assembly which connects the loads to the material handling equipment.

MMM-020 Rev. I Page 8 of 73

SPR022 4.14.Strand Laid Endless Slin -Mechanical Joint A wire rope sling made endless from one length of strand wrapped six times around a core formed by hand tucking the ends of the strand inside the six wraps.

4.15 Strand Laid Grommet-Hand Tucked An endless wire rope sling made from one length of strand wrapped six times around a core formed by hand tucking the ends of the strand inside the six wraps.

4.16 Strand Laid Ro e I

A wire rope made with strand (usually six or eight) wrapped around a fiber core, wire strand core, or independent wire rope core (IVRC).

4.17 Vertical Hitch A method of supporting a load by a single, vertical part or leg of the sling.

4.18 ~Ra e 1a The length along the rope which a single stand requires to make one complete spiral or turn around the core.

4.19 ~B1 ht The bend of a line, rope or cable.

4.20 Choker A sling of wire rope with eyes spliced on each end.

4.21 ~Meaaia The act of wiring the throat of a hook to prevent a choker from jumping out of the hook.

4.22 .Softener" Anything<<used- to protect the load or cable from damage while making a lift., Also used to prevent a load from slipping.

4.23 ~Saaadea A set of chokers or slings of equal length used to lift a load.

NK"020 Rev. 1 Page 9 of 73

SPR022 5 ..1 Safe 0 eratin Practices (continued)

12. Cranes shall not be used for side pulls except when specifically authorized by the Mechanical Engineer-Maintenance who has determined that the stability of the crane is not thereby endangered and various parts of the crane will not be overstressed.
13. The operator shall not hoist, or travel while anyone is on the load or hook.
14. The operator should avoid carrying loads over people.
15. Each time a load approaching the rated load is handled, the operator shall test the brakes by raising the load a few inches and applying the brakes.
16. The load shall not be lowered below the point where less than two full wraps of rope remain on the hoist drum.
17. When two qr more'ranes are used to lift a load, one qualified person shall be in charge of the operation. He shall analyze the operation and instruct all personnel involved in the proper positioning, rigging and movements to be made.
18. The operator shall not leave his position at the controls while the load is suspended.
19. The hoist chain or hoist rope shall be free from kinks or twists nor shall it be wrapped around the load.
20. The load shall be attached to the load block hook by means of slings or other approved devices.
21. Care shall be taken to make certain that the slings or other approved devices clear all obstacles.
22. The individual appointed to direct the lift shall verify that the load is well secured and properly balanced in the

sling'or;'approved lifting device before it is lifted more

-;than a few- inches.

23.'-'-'perators shall avoid (to the extent practical) moving all

.'-'heavy loads over or near irradiated fuel or safe shutdown equipment. SAFE LOAD PATHS HAVE BEEN DEVELOPED FOR HEAVY LOADS AND HEAVY LOAD FLOW CHARTS ARE LOCATED IN ALL APPLICABLE CRANE CABS. IN ADDITION SIMILAR FLOW CHARTS SHALL BE AVAILABLE TO ALL SIGNALMEN DIRECTING HEAVY LOADS.

THE OPERATOR SHALL BE FAMILIAR WITH ALL APPLICABLE LOAD PATHS PRIOR TO MOVING ANY HEAVY LOADS. In respect to deviation from load paths, the Manager - Maintenance is delegated the authority to approve alternate load paths MMM-020 Rev. 1 Page 11 of 73

SPR022 5.1 -Safe 0 eratin Practices (continued) and load handling areas identified on the load path drawings. If heavy loads not identified on the current load path drawings must be carried over the open reactor vessel, prior plant nuclear safety committee review must be obtained. Approval of heavy load movement over the open reactor vessel is contingent upon meeting the following conditions:

a. Use lifting equipment (lifting apparatus and crane) with a rated capacity at least twice the load to be handled.
b. Use a four point or redundant lifting arrangement to preclude a load drop in the event of a single lift point failure.

Deviations from the specified load paths will be subsequently reviewed in accordance with plant procedures for changes to she plant procedure.

24. Before starting to hoist, assure that the hoist ropes are not kinked and that any multiple part lines are not twisted around each other.
25. The hook should be moved to the load in such a manner as to prevent excessive swinging.
26. On a slack rope condition, assure that the rope is properly seated on the drum and in the sheaves.
27. During hoisting, additional care should be taken that there is no sudden acceleration or deceleration of the moving load and that the load does not contact any obstructions.
28. When removing/replacing reactor vessel integrated package to its refueling storage position, the head integrated package shall be raised only 6" above the operating floor area while moving to and from its storage site.
29. Tag lines shall be attached to loads, when necessary, to assist in controlling the movement of the load.

5.2 Crane 0 eration This procedure shall apply to all personnel (local, traveling maintenance and contract) involved with operating or directing the operation of overhead, underslug gantry hoists and mobile cranes.

MEf-020 Rev. 1 Page 12 of 73

II SPR022 5.2.1 0 erators and Si almen In general, all operators of cab operated cranes shall be signalmen and all signalmen shall be operators, except under conditions when the foremen (or h'gher authority) authorizes the use of a knowledgeable non-operator as a signalman. All cab crane operators and signalmen will be trainee', qualified and instructed to conduct themselves in accordance with the requirements of this procedure with no exceptions.

Cab cranes shall be operated only by:

1. Certified operators
2. Trainees under the direct supervision of a certified operator.
3. Vendor maintenance and test personnel when it is necessary in the performance of their duties.

Crane cabs shall only be entered by the above listed personnel, PM Crews and applicable maintenance supervisors in the performance of their duties. Signalmen will walk down the load path prior to each lift or in cases where walking the load path is not possible, review the load path with the operator prior to signaling the crane operator to lift or move the load.

5.2.2 Fixed Cranes (cab)

At least once each shift, the operator shall test the upper limit switch of each hoist under no load. Extreme care shall be exercised; the block shall be "inched" into the limit or run in at slow speed. If the switch does not operate properly, he shall immediately notify his supervisor. If the cab crane is operated only on one shift, the upper limit switch need only be tested for that shift.

The hoist limit switch which controls the upper limit of travel of the load block shall never be used as an operating control.

1. The operator shall comply with the manufacturer specifications and limitations applicable to the operation of all permanent cranes and derricks.
2. Where manufacturer's specifications are not available, the limitations assigned to the equipment shall be based on the determinations of a qualified engineer competent in this field and such determinations will be appropriately documented and recorded.
3. Persons boarding or leaving overhead cranes should do so only at authorized locations and designated boarding locations.

MMM"020 Rev. 2 Page 13 of 73

'I

SPR022

.5..2.2 ,Fixed Cranes (continued) 4, Hands shall be free from encumbrances while personnel are using ladders. Articles which are too large to be carried in pockets or tool belts shall be lifted and lowered by hand line.

Necessary clothing and personnel belongings shall be stored in such a manner as to not interfere with access or operation.

6. Tools, oil cans, waste and other material shall be stored in the tool box and shall not be permitted to lay loose in the cab or on the crane.
7. If the operator finds the main or emergency switch open when starting on duty, he shall not close it until he has made certain that no one is in, on, or about the crane.

If there is a clearance on the switch, he shall not remove it until the clearance has been removed either by the person placing M there or equal authority as per Operating Procedure AP-20.

8. Before closing the main switch, the operator shall verify that all controls are in the OFF position and tha0 the crane is not under "clearance .
9. If power goes off during operation, the operator shall immediately place all controls in the OFF position.
10. When starting the bridge and the load or hook approaches near or over personnel, the warning signal shall be sounded.

Contacts with runway stops or other cranes shall be made with extreme caution.

12. Before any maintenance work on the crane is performed, the operator shall place the main switch in the OPEN position and lock or tag it in accordance with Operating Procedure

..AP"20 (Reference 2.30).

"13.'-"~When. wind indicator sounds (if equipped with one), the bridge and/or gantry crane shall be anchored. Outdoor cranes shall not be operated when winds exceed the manufacturer's recommended limits.

14. Before leaving his crane unattended, the operator shall land any attached load, place controls in OFF position and open main line switch for that crane.

MMM-020 Rev. 1 Page 14 of 73

SPR022 5.2.3 Mobile Cranes Before operating mobile cranes on the highway, the operator must familiarize himself with the requirements of the Special Permit posted in the cab and ensure he complies with their requirements.

2. If any controls do not operate properly, they shall or repaired before operations are begun. be'djusted,
3. Keep all of cranes and loads at least 15 feet from energized electrical power lines.

4, Prior to making any lift, outriggers shall be fully extended, set and the crane level. It is permissible, however, to carry a piece of equipment/material with the crane provided the boom is over front or rear and swing is locked. Care and caution should be exercised.

NOTE: A three (3) degree tilt can reduce capacities by 50% or more.

5. When making lifts where outriggers cannot be fully extended, the operator shall obtain permission from his foreman before picking up any load. Extreme caution shall be exercised when operating the crane in this condition due to increased possibility of tipping.

CAUTION DO NOT SWING EXTENDED BOOM IN QUADRANTS WHERE OUTRIGGERS ARE NOT EXTENDED AND SET - THE CRANE WILL TIP.

6. In order to ensure safe operation of the crane and to avoid two-blocking, the load should be raised or lowered as the boom is retracted or extended.

Avoid sudden starts or stops.

8. :Inspect the machine daily, paying particular attention to

,.-hoses brakes, attachments and wire ropes.

9. "Operating is a full-time job, never eat, read or otherwise divert your attention when operating the crane.

MMM-020 Rev. 1 Page 15 of 73

SPR022

.5.2.3 Mobile Cranes (continued)

10. Use common sense. Safe operation depends on the operator and his actions.
11. Manufacturer's ratings shall never be exceeded.
5. 3 ~SX als Signals to the operator should be in accordance with the in ANSI B30.2.0 - 1976 unless voice communication standards'rescribed equipment (telephone, radio or equivalent) is utilized. Signals should be discernible or audible at all times. Some special operations may require additions to or modifications of the basic standardized signals. For all such cases, these special signals should be agreed upon and thoroughly understood by both the

-signalman and operator and should not be in conflict with the standard signals.

The following describes the various standard crane hand signals pictured in Attachment 1.-

Hoist- With forearm vertical, forefinger pointed up, move hand in small horizontal circles.

Iswer- With arm extended downward, forefinger pointed down, move hand in small horizontal circles.

Palm up, fingers closed,-thumb pointing in direction of motion, jerk hand horizontally.

Arm extended forward, hand open and slightly raised; make pushing motion in direction of travel.

~Sto Arm extended, palm down, hold position rigidly.

Arm extended, palm down, move hand. rapidly S

right and left.

-'- r.

Move Slowl While one hand is signaling motion, place other motionless in front of signaling hand.

Extend Boom (Telescoping Boom) - Both fists in front of body with thumbs point outward (not pictured).

4 Retract Boom (Telescoping Boom) - Both fists in front of body with thumbs pointing toward each other (not pictured).

MMM-020 Rev. 1 Page 16 of 73

SPR022 3.3 3~Bi ele (continued)

Use Main Hoist- Touch right hand to top of hard hat (not pictured).

~Boom U Thumb up, fingers closed, arm stretched out (not pictured).

Use Vhin Line- Touch left hand to right elbow (not pictured).

Boom Down- Thumb down, fingers closed, arm stretched out (not pictured).

Cranes should be inspected, tested and maintained in accordance with Chapter 2-2 of ANSI B30.2 - 1976 "Overhead and Gantry Cranes" with the exception that test and inspections should be performed prior to use where it is not practical to meet the frequency of ANSI B30.2 for periodic inspections and tests or where frequency of crane use is less than specified test and inspection frequency.

5.4.1 Overhead and Gantr Cranes 5.4.1.1 Pre uent Ins ections Prior to operation each day, the operator shall visually inspect the crane for:

1. Leakage in lines, tanks, valves, pumps and other parts
2. Deformed or cracked hooks
3. Hook latches (if used) in proper working condition
4. Condition of hoist- rope and tightness of end clamp or rope clips
5. Slings
6. "'All'unctional operating mechani.sm h

'7. 'Other items that could effect safe operation of the crane.

~ e e These inspections will not require written documentation.

MMM-020 Rev. 1 Page,17 of 73

SPR022 5.4.1.2 Periodic Ins ection All overhead and gantry cranes shall be inspected once a year. The inspection shall include the requirements of paragraph 5.4.1.1 above and in addition such items as:

1. Deformed, cracked ox corroded members
2. Loose bolts or rivets
3. Cracked or worn sheaves and drums
4. Worn, cracked or distorted parts such as pins, bearings, shafts, gears rollers, locking and clamping devices
5. Excessive wear on brake system parts, linings, panels and ratchets
6. Load, wind and other indicators over their full range for any significant inaccuracies
7. Gasoline,'diesel electric or other power plants for proper.

performance

8. Excessive wear of chain drive sprockets and excessive chain stretch
9. Electrical apparatus for signs of any deterioration of controllers, master switch contacts, limit switches and pushbutton stations
10. Fixed crane support structures and rails shall be visually examined for deformation, cracks and corroded members 5.4.2 Mobile Cranes 5.4.2.1 Fre uent Inspections Prior to operation each day, the operator shall visually inspect the crane for:
1. Leakage in lines, tanks, valves, pumps and other parts
2. Deformed or cracked hooks
3. Hook latches (if used) in proper working condition
4. Condition of hoist rope
5. Slings MMM-020 Rev. 1 Page 18 of 73

SPR022

,5.4.2.1 Pre uent Ins ections (continued)

6. All functional operating mechanisms
7. Other items that could effect safe operation of the crane 5.4.2.2 Periodic Ins ections Periodic inspections shall be performed, and consideration should be given to the manufacturer's Maintenance Inspection Manual, and performed by an individual designated by the responsible supervisor.

'The inspection results shall be documented and recorded in the plant equipment files.

5.5 T~esein 5.5.1 Overhead and Gant Cranes Prior to initial use and after major repai.rs, all permanent cranes shall be load tested and inspected by or under the direction of an appointed or authorized person; and a written report furnished by such person confirming the load rating of the cranes. The load rating should not be more the 80% of the maximum load sustained during the test. Test loads shall be 125%, of the rated load unless otherwise recommended by the manufacturer. Test reports shall be placed on file and readily available to appointed authorized personnel. The rated load test shall consist of:

r

1. Hoist the test load a distance and hold to assure load is supported by the crane and held by the brake.
2. Transport the load by means of the bridge for the full length of the runway.
3. Transport the test load by means of the trolley for the full length of the bridge.
4. Lower test load, stop and hold load with the brakes.

A procedure will be developed when required for the performance of such "a load'est.

, .e) 5.5.2 Mobile Cranes cranes c'obile shall be tested in accordance with applicable portions of ANSI B30;15.,' separate testing procedure shall be written to include the requirements of ANSI B30.5 and B30.15.

MMM-020 Rev. 1 Page 19 of 73

SPR022 5.6 0 erator Trainin and uglification The word "Operator" shall be interpreted to mean both operator and signalman as noted in Section 5.2.1.

5.6.1 Ph sical Re uirements Cab crane operators will demonstrate adequate physical and mental capabilities by submitting to a medical examination by a company physician. The results of the examination will be placed in the operator's training files (see Attachment 3),

Cab Operators must:

1. Have vision of at least 20/30 in one eye and 20/50 in the other, with or without corrective lenses
2. Be able to identify the colors red, green and yellow regardless of position
3. Have corrected hearing of at least 15/20 for ordinary conversation in one ear
4. Have sufficient strength, endurance, agility, coordination and speed of reaction to meet the demands of equipment operation
5. Good depth perception and field of vision Cab Operators shall not:
1. Have physical defects or emotional instability which, in the opinion or the examiner, could render the operator a hazard to himself or others
2. Be epileptic or have a disabling heart condition
3. Have tendencies towards dizziness or similar characteristics
4. Have physical defects such as loss of arm, hand, leg, foot

~or gross',*loss of function thereof

5. .:.Operate while under the influence of alcohol or prescribed

- -or nonprescribed drugs that could affect operation A

5. 6. 2 T~ra5a5a After qualifying physically and mentally, the candidate shall receive classroom and practical "hands-on" instruction and practice.

MUM-020 Rev. 2 Page 20 of 73

SPR022 5.6.2 .T~rainin (enntinned)

Classroom instruction will consist of the following:

1. Crane theory
2. Familiarization with this procedure, particularly the crane operation section, Paragraph 3.2
3. Familiarization with the specific crane on which the candidate is to be certified Practical hands-on training will be given to the potential crane operator. This will include actual (noncritical) material handling.

Operator trainees should not be permitted to operate cranes in close proximity to high value, critical, or safety-related equipment.

5.6.3 T~estin Operators shall demonstrate their ability to operate the crane to which they will be assigned or reassigned by passing a performance test approved by the Maintenance Manager or his designated Maintenance Supervisor. This test should permit an evaluation of the operator's depth perception and his ability to take the swing out of the load. A separate test will be administered for each type of crane. Quizzes will be given to crane operators and signalmen, covering the various classroom phases of the crane operating procedure, including the proper and safe handling of heavy loads and the identification of safe load paths. The candidate must receive satisfactory grades on these exams (80K, or above). The ori inal of all uglification and trainin records are to be maintained licable b the Trainin Unit with information co ies forwarded to the a foreman for his retention.

5.6.4 Certification Certification will be granted after crane operating proficiency has been demonstrated to the satisfaction of the Maintenance Supervisor or his designee. Certification will be for the crane on which the operator was,trained. For certification on other cranes, the

,operator must.,become familiar with the crane's operation and

-satisfactoiiily demonstrate his operating skill to the maintenance

supervisor>or;his n

designee.

Certifi'cation: wil'1'e verified by the maintenance supervisor on Sttachments. 3-and 4 and placed in the operator's training file.

Training records shall be readily available for review.

5.6.5 Recertification Sll crane operators will be recertified annually both physically by a medical doctor and practically by the Manager Maintenance or his appointed designee.

MMM-020 Rev. 1 Page 21 of 73

SPR022 5.6.5 Recertification (continued)

Physical recertification will consist of the annual physical and will be verified on Attachment 3.

2. Practical recertification will be accomplished by'n oral or operational checkout by the maintenance supervisor or his designee and will be verified on attachment 3 and 4.
3. The completed recertification forms are to be entered into the individual's training record. The originals of all qualification and training records are to be maintained by the Training Unit, with information copies forwarded to the applicable foreman for his 'retention.

5.7 Material Handlin Attachments and S ecial Liftin E ui ment This section applies to handling attachments in conjunction with overhead cranes, mobile cranes, hoists, etc., for the movement of material by hoisting. The types of handling attachments include shackles, eyebolts, strongbacks, turnbuckles, hooks, etc.

5.7.1 Shackles Only load rated shackles should be used. See Table 1 for stock diameter vs. maximum safe working load.

2. Manufacturer's safe'working load should be stamped on the shackles. In the absence of manufacturer's safe working loads at the time of purchase, the safe working load should be marked on the outside surface by a low stress vibro-etching tool, tagging, painting, etc. Fittings not marked with the safe working load should not be used.
3. Replacement shackle pins shall be of the same size, material and configuration as the original shackle pins.
4. Vhen using a screw pin shackle, the pin shall be screwed into its fullest extent.
5. ;Shackles shall be returned to the storeroom and scrapped if more than 10K of the original diameter of the crown or if pin is worn, pins are bent of binding occurs during the insertion of the pin due to distortion of the shackle, or the",distance between the shackle eyes has increased due to distortion and exceeds the dimensions specified by manufacturer's recommendations.
6. Cotter pins shall be used with all round pin shackles.

Screw pin shackles may be used when the shackle is positioned such that the pin tightens under load.

MMM-020 Rev. 1 Page 22 of 73

SPR022 5.7.2 ~Eebolts Only load rated eyebolts with shoulders or collars should be used. Table 5 lists eyebolt specifications.

2. Tapped holes for eyebolts should have a minimum depth of one and one-half times the bolt diameter and eyebolts engaged to the full depth of the hole with the collar engaged to the object being lifted. Spacers should be used to maintain alignment if necessary, provided minimum engagement is not violated.
3. . Manufacturer's or standard rigging tables should be followed relative to the selection, location and application of eyebolts.

4, Eyebolt efficiency factors, as shown in the following table, should be applied and eyebolt loading thereby calculated:

X ebolt Efficienc Factors Direction of Loading X of Special in Plane of Eye and: Rated Capacity Along axis of eyebolt shank 100K, 15~ from axis of eyebolt shank 65K 30 from axis of eyebolt shank 30%

45 from axis of eyebolt shank 20%

60 from axis of eyebolt shank 15%

(NOTE: 60 is the maximum angle.)

5.7.3 Turnbuckles All turnbuckles used in hoisting or rigging operations should be of weldless construction and forged low alloy steel. See Table 2 for safe working loads.

4 2~ Before each use, turnbuckles should be inspected for cracks in the end fittings (especially at the neck of the shank). Deformed end fittings, deformed and bent rods and bodies, cracks and bends around the internally-threaded portion and signs of thread damage should be reason for removal from service.

MMM-020 Rev. 1 Page 23 of 73

SPR022 5.7.3 Turnbuckles (continued) 3 ~ When turnbuckles are supplied with hook fittings, safety latches should be provided, or the hooks should be moused.

4. Manufacturer's safe load should be stamped on turnbuckles.

In the absence of the manufacturer's stamp, the safe working load should be vibro-etched, where practicable, on the outside surface of the turnbuckle.

5.7.4 Hooks An annual magnetic particle or liquid penetrant examination shall be performed and documented on all hooks associated with permanent oz fixed cranes, chain falls and come-a-longs. Table 3 lists various strengths of standard types of hooks.

5.7.4.1 Crane Hooks Any hook found to be cracked,'r showing evidence of excessive wear (a decrease of 10% or greater of the original thickness), or open at the throat more than 10 degrees from the plane of the unbent hook should be destroyed to prevent any inadvertent use.

2. All hoisting hooks should be stamped by the manufacturer with rated safe working load.
3. All hoisting hooks should be equipped with safety latches or should be moused.

5.7.4.2 Hooks other than Crane Hooks Manufacturer's identification should be forged, cast or die stamped on a low stress and nonwearing area of the hook.

I

2. The weight of the-load to be lifted shall not exceed the load rating of the hook.

3~ Shock loading shall be avoided.

A.hook shall not be used in a manner other than that for which it was intended.

5. Visually inspect hooks prior to use; hook shall be disposed of if the twist exceeds 10% from the plane of the unbent hook or the throat opening is 15% in excess of the normal throat opening.

KK-020 Rev. 1 Page 24 of 73

SPR022

1. This section applies to slings used in conjunction with overhead cranes, "cherry pickers", hoists, etc., for the movement of material by hoisting. The types of slings covered are those made from wire rope and synthetic web (nylon, polyester and polypropylene). Slings made from alloy steel chain, natural or synthetic fiber rope, or metal mesh are not to be used without express permission of the maintenance supervisor.
2. Only load rated slings should be used. Slings should be proof tested by the manufacturer. Table 4 lists rated capacities for single leg slings.
3. Slings should be visually 'inspected before each use.
4. All slings shall be identified and tested in accordance with the "Sling and Lifting Equipment Marking and Inspection Procedure."

5.7.5.1 Safe 0 eratin Practices Whenever any sling is used, the following practices shall be observed:

1. Slings that are damaged or defective shall not be used.
2. Slings shall not be shortened with knots or bolts or other makeshift devices.
3. Sling legs shall not be kinked.
4. Slings shall not be loaded in'xcess of their rated capacities.
5. Slings used in a basket hitch shall have the loads balanced to prevent slippage.
6. Slings shall be securely attached to their loads.

7.. Slings shall be padded or protected from the sharp'edges

.:;of their loads.

8. Suspended loads shall be kept clear of all obstructions.
9. All employees shall be kept clear of loads about, to be lifted and of suspended loads.

MMM-020 Rev. 1 Page 25 of 73

SPR022

-5.7.-5..1 :Safe eratin Practices (continued)

10. Hands or fingers shall not be placed between the sling and its load while the sling is being tightened around the load.

ll. Shock loading is prohibited.

12. A sling shall not be pulled from under a load when the load is resting on the sling,
13. Tag lines shall be employed to guide and prevent excessive sway when transporting a load.
14. Slings shall be stored in an area where they will not be damaged by moisture, extreme heat, corrosion or subject to physical damage.
15. Nylon web slings shall not be used where fumes, vapors, sprays, mists, liquids, acids or phenolics are present.
16. Polyester and polypropylene web slings shall not be used where fumes, vapors, sprays, mists or liquids of caustics a'e present.
17. Web slings with aluminum fittings shall not be used where fumes, vapors, sprays, mists or liquids of caustics are present.
18. Synthetic web slings of polyester and nylon shall not be used at, temperatures in excess of 180 F. Polypropylene web slings shall not be used at temperatures in excess of 200 P.
19. Repair of synthetic web slings is not permitted.
20. All slings used in moving heavy loads will meet or exceed the requirements of ANSI B30.9>>1971.
21. All slings utilized vill have a minimum safety'actor of

','i5. The',;rated load when selecting sling size will be the

~'sum:of the static and dynamic load or greater. The

,->dynamic load being the greater of 15'X of the static load

...- or 5% for every foot/minute of hook spread.

22. -The rating identified on the sling should be in terms of the static load which reduces the maximum static and dynamic load. Where this restricts the slings for use on only certain cranes, the slings shall be clearly marked as to the crane on which they may be used.

4 MMM-020 Rev. 1 Page 26 of 73

SPR022 5.7.5.1 Safe 0 eratin Practices (continued)

23. The weight of the load shall be determined prior to lifting the load.
24. Slings should be well lubricated to prevent corrosion.

5.7.5.2 Ins ections Fre uent Ins ections - A visual inspection shall be performed each day prior to use. These inspections shall be without written report. All slings and lifting attachments shall be visually inspected for damage or defects in accordance with MMM-21. Additional inspections shall be performed during use where service conditions warrant. Damaged or defective equipment shall be immediately removed from service and returned to storeroom for repair and/or disposal.

2. Periodic Ins ections - A visual inspection shall be performed annually and documented. Sling fastenings and attachments shall be inspected for damage and defects in accordance with the criteria established in Paragraph 5.9 of this procedure. Damaged or defective slings shall be immediately removed from service and returned to storeroom for disposal.

5.7.5.3 Ins ection Criteria 5.7.5.3 Wire Ro e Slin s If any strap or sling does not pass the required inspection, or any doubt exists as to the condition of the strap or sling, consult with the appropriate Maintenance Foreman.

2. Fiber core wire rope slings of all grades shall be permanently removed from service if they are exposed to temperatures in excess of 200 F. When nonfiber core wire rope slings of any grade are used at temperatures above 400OF or below minus 60 F, recommendations of the sling manufacturer regarding use at the temperature shall be "followed.
3. ,Wire rope slings shall not be used with loads in excess of the rated capacities.
4. Wire rope straps shall be immediately removed from service if any of the following conditions exist:

/

MMM-020 Rev. 1 Page 27 of 73

SPR022 5.7.5.3.1 Wire Ro e Slin s (continued)

a. Ten randomly distributed broken wires in one rope lay, or five broken wires in one strand in one rope lay
b. Wear or scraping of one third the original diameter of outside individual wires
c. Kinking, crushing, bird caging or any other damage resulting in distortion of the wire, rope structure
d. Evidence of heat damage
e. End attachments that are cracked, deformed or worn
f. Corrosion of the rope or end attachments
5. 6 x 19, 6 x 37 and cable laid slings shall have a minimum clear length of rope ten (10) times the rope diameter between splices., sheaves or end fittings.

5.7.5.3.2 S thetic Web Slin s

1. Each sling shall be marked to show the rated capacity and type of synthetic web material and shall not be used with loads in excess of its rated capacity.
2. Web slings shall be immediately removed from service and returned to the storeroom for disposal if any'f the conditions as noted below exists:
a. Acid or caustic burns
b. Melting or charring, of any part of the sling surface
c. Snags, punctures, tears or cuts
d. Broken or worn stitches
e. Distortion of fittings, or sharp edges on the fittings
f. Nonuniform webbing thickness and width
g. Split selvage edging 5.7.5.4 ~Stara e Slings shall be stored in a location protected from physical damage and the detrimental effects of weather.

ES-020 Rev. 1 Page 28 of 73

SPR022 This section applies to hoists in conjunction with overhead cranes, mobile cranes, monorails, etc., for the movement of material by hoisting. The types of hoists include chain falls, come-alongs, jacks, etc.

5.8.1 Chain Falls and Come-alon s

l. Only load rated chain falls and come-alongs should be used.
2. Manufacturer's safe working load should be marked on the chain falls/come-alongs. In the absence of manufacturer's safe working load at the time of purchase, the safe working load should be marked on the outside surface by a vibro-etching machine, stencilling', taggings, painting, etc. Come-alongs/chain falls not marked with the safe working load should not be used.
3. Chain falls used- in a four-point lift should be of sufficient rated capacity to bear 50~ of the total vectored load.

Shackles of correct load capacity should be used to attach the chain hoist to the load and the crane hook.

5. Safe load capacity should be cleaxly indicated on the chain hoist.
6. Chain hoists should not have load bearing parts constructed of cast-iron or other brittle material.
7. Chain links should be closed by welding and the chain approved for the lifting capacity intended.
8. Chain hoists should be of the self-locking design.
9. Chain hoist should be visually inspected along with all other rigging before each use.

10'.~Chains should be inspected annually and di.scarded when

- .,;.',,links are worn or stretched to a gage length exceeding the

manufacturer's specifications, or in the tables in OSHA

."-"',<<1910;184. Chains with repaired sections should not be

.used unless repaired with manufacturer's specifications.

MMM-020 Rev. 1 Page 29 of 73

SPR022 5.8.2 Jacks Control parts shall be designed to provide a means of operation and adjustment which will minimize the operator exposure to injury.

2. The general construction of every jack shall incorporate a positive stop or method to prevent overtravel which will not" alter the operating characteristics of the jack.
3. All features of general design should be such as to minimize the hazard(s) in the use, handling and operation of the jack.

5.8.3 Rin s Links and Swivels Rings, links and swivels should be load rated.

2. Manufacturer's safe working loads should be stamped on the fittings. In the absence of manufacturer's stamp, the safe working'load should be marked on the outside surface where practicable, using low stress vibro-etching tool.

5.8.4 S reader and E ualizer Beams Spreader and equalizer beams should be designed to suit the specific application and in accordance with the specifications within the AISC'"Manual of Steel Construction." The maximum safe working load should not exceed 205 of the ultimate strength of the base material.

2. Distance between attachment points should not exceed the design specifications in relation to the load.

5.8.5 Ins ections Prior to use, the hoists shall be visually inspected for damage or defects. Additional inspections shall be performed as described in the following paragraphs:

.1. .'Fre uent Ins ection - Visual examination by the operator

'or other';designated personnel with records not being

,,:..required.

2.

4

Periodic Ins ection - Visual inspections by appointed persons making records annually of apparent external conditions to provide the basis for a continuing evaluation. Results of such inspections shall be documented in accordance with the applicable Preventive Maintenance Procedures.

MMM-020 Rev. 1 Page 30 of 73

SPR022 5.9 S ecial Liftin E ui ment This section applies to Special Lifting Equipment in conjunction with overhead cranes, mobile cranes, monorails, etc., for the movement by hoisting.

Safe 0 eratin Practices Comply with the manufacturer's specifications and limitations applicable to the special lifting equipment.

2. Where manufacturer's specifications are not available, the limitations assigned to the equipment shall be based on the determinations of a qualified engineer competent in this field and such determinations will be appropriately documented and recorded.

5.9.2 Ins ections Fre uent Ins ections - Special Lifting Equipment shall be visually inspected for damage or defects prior to use.

shall without written reports.

sa'.

These inspections be Periodic Ins ections - Inspections shall be performed by an individual designated by the responsible supervisor at i'ntervals not to exceed three months in length for indication of damage or deformation.

a

3. Periodic inspections of the Reactor Internals and the Spent Fuel Rack Lifting Rigs shall not be required.

However, testing and inspections shall be performed prior to- service and shall qualify the equipment for 14 months.

4e Melding, fabrication, heat treatment, testing and inspection procedures and qualifications involved in repair or alteration of special lifting devices shall be in accordance with the design specification. If no special requirements for repairs or alterations are provided in the design specification, these operations shall bet,governed by the same requirements applying to the

'";original".fabrication.

<<a

,~5"."<,',,.;-" D'efective-bolts, studs and nuts shall be replaced rather

"'",""-I;than repaired.

6. "

~Testdn - The Reactcr Internals and Spent Fuel Rack Lifting Rigs shall be load tested to 125 of rated load.

After sustaining the load for not less than 10 minutes, the load bearing welds shall be NDE tested. However wher~

surface cleanliness and conditions permit, load testing may'h omitted provided the welds are NDE tested, major maintenance/alteration has not been performed, and the device has not been subjected to stress substantially in excess of those for which it has been qualified.

MMM-020 Rev. 2 Page 31 of 73

SPR022 5.10 General Hardware

1. All rigging accessories should be visually inspected prior to each use.
2. Only "load rated" hardware (safe working load stamped on the hardware where practical) should be used for lifting.
3. Rigging accessories and slings used for critical lifts should be reserved for that use where practical.

5.11 Maintenance and Re air All welding during crane repairs is done by a welder in accordance with procedures that meet applicable American Society of Mechanical Engineers of American Welding Society Standards and according to manufacturer's directions. Where required, repairs should be inspected by the manufacturer. Repairs should meet or exceed the original design safety factors.

6.0 Attachments MMM-020 Rev.'1 r

Page 32 of 73

SPR022 Standard Hand Si nals for Controllin Overhead and Gant Cranes Hand Signals lor Controlling Overhead and Gantry Cranes LY l.

L F/

LOWER ERIOCE TRAVEL.

TROLLEY TRAVEL EMERCENCY Eat i ~

t

\~

MOVE 5LOWLY MVLTIYLETROLLEYS MACNET 15 OIECONNECTEO NMM"020 Rev. 1 Attachment 1 Page 33 of 73

SPR022 Crane 0 erator Certification-Ph sical Examination Date This is to certify that (name) (badge no.)

has completed the physical examination and meets the below listed minimum mental and physical requirements.

1. He must:
a. have vision of at least 20/30 Snellen in one eye, and 20/50 in the other, with or without glasses.
b. be able to identify the colors red, green and yellow, regardless of position.
c. have hearing, with or without hearing aid, of a least 15/20 for ordinary conversation in one ear.
d. have sufficient strength, endurance, agility, coordination and speed of reaction to meet the demands of equipment operation.
e. have good depth perception and field of vision 2.. He shall not:
a. have physical defects or emotional instability which, in the opinion of the examiner, could render the operator a hazard to himself or others b: be epileptic or have a disabling heart condition Co have tendencies to dizziness or similar characteristics.
d. have physical defects such as loss of arm, hand, foot or gross loss of function thereof Verified by".

Maintenance Supervisor

+ Not required for underslung cranes & hoists as specified under ANSI B30.11 MMM"020 Rev. 2 Attachment 2 Page 34 of 73

S SPR022 Crane 0 erator Certification

  • Ph sical and Mental Examination This is to certify that I have reviewed the physical and mental requirements for Crane Operators and verify that (name) (badge no. )

meets these requirements, and based on the results of written examinations and operational check"out or previous experience in crane operation, the above-named man is qualified to operate the crane(s) listed below:

Initial Date Polar Crane Turbine Building Crane Spent Fuel Cask Handling Crane New Fuel Crane Waste Handling Bridge Crane Underslung Cranes & Hoists Mobile Cranes Verified by Maintenance Supervisor MMM-020 Rev. 2 Attachment 3 Page 35 of 73

SPR022 Crane 0 erator Certification (X) (Initial) (Date)

~Crane e Pnlaz Crane A. Pass a written examination consisting of ANSI B30.2-1976, CH2-2&3, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Operator
3. Safety Aspects of Operation Date. Crane Operator
4. Controls>>Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards established by Attachment 6.2 Date Maintenance Supervisor This is to certify that I have reviewed the physical and mental requirements for crane operator and verify that (Name) (Badge Number) meets the requirements and based on the results of written examination and operational oheckout or previous experience in crane operation, the above named is qualified",to operate the crane(s) listed hereon.

,t Verified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 4 Page 36 of 73

SPR022 Crane 0 erator Certification (Initial) (Date)

~Crane e Turbine Building Crane A. Pass a written examination consisting of ANSI B30.2-1976, CH2-2&3, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform

, the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Ope'rator
3. Safety Aspects of Operation I

Date Crane Operator

4. Controls-Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards established by Attachment 6.2 Date Maintenance Supervisor This is to.certify that I have reviewed the physical and mental requirements for crane operator and verify that (Name) (Badge Number) meets the requirements and based on the results of written examination and operational checkout or previous experience in crane operation, the above named is qualified to operate the crane(s), listed hereon.

Uerified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 4 Page 37 of 73 (contiruxed)

SPR022 Crane 0 erator Certification (K) (Initial) (Date)

~Crane s spent Fuel Cask Handling Crane A. Pass a written examination consisting of ANSI B30.2-1976, CH2-2&3, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Operator
3. Safety Aspects of Operation Date Crane Operator
4. Controls-Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards established by Attachment 6.2 Date Maintenance Supervisor This is to certify that I have reviewed the physical and mental requirements for crane operator and verify that (Name) (Badge Number) meets the requirements and based on the results of written examination and operational checkout or previous experience in crane operation, the above named is qualified to operate the crane(s) listed hereon.

Verified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 4 Page 38 of 73

SFR022 Crane 0 erator Certification (Initial) (Date)

~Crane a New Fuel Crane A. Pass a written examinat'ion corisisting of ANSI B30.2-1976, CH2-2&3, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Operator
3. Safety Aspects of Operation Date Crane Operator
4. Controls-Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards established by Attachment 6.2 Date Maintenance Supervisor This is to certify that I have reviewed the physical and mental requirements for crane operator and verify that (Name) (Badge'Number) meets the requirements and based on the results of written, examination and operational checkout or previous experience in crane operation, the above named is. qual'i'fied to operate the crane(s) listed hereon.

Verified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 4 Page 39 of 73 contxnu

SPR022 Crane 0 erator Certification (Initial) (Date)

~Crane e Waste Handling Bridge Crane A. Pass a written examination consisting of ANSI B30.2-1976, CH2-263, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Operator
3. Safety Aspects of Operation Date Crane Operator
4. Controls-Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards established by Attachment 6.2 Date Maintenance Supervisor This is to certify that I have reviewed the physical and mental requirements for crane operator and verify that (Name) (Badge Number) meets the requirements and based on the results of written examination and operational checkout or previous experience in crane operation, the above named is qualified to operate the crane(s) listed hereon'.

Verified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 4 Page 40 of 73

SPR022 Crane 0 erator Certification (X) (Initial) (Date)

~Crane s Underslung Cranes Ec Hoists A. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Storage Procedure Date Crane Operator
3. Safety Aspects of Operation Date Crane Operator
4. Controls-Layout Function Date Crane Operator
5. Standard Hand Signals Date Crane Operator This is to certify that I have reviewed the requirements for Underslung Cranes

& Hoists (Name) (Badge Number) meets the requirements and based on operational checkout or previous experience in crane operation, the above named is qualified to operate the crane(s) listed hereon.

Veri. fied by:

Maintenance Supervisor MMM-020 Rev. 2 Attachment 4 Page 41 of 73 (continued)

SPR022 Mobile Crane Operator Certification Crane Cranee Make/Model Capacity A. Pass a written examination consisting of ANSI B30.15-1973, Ch. 15 - 2 and 3, and other classroom instructions.

Date Training Unit B. Demonstrate the ability to perform the following:

1. General Operation Date Crane Operator
2. Safety Aspects of Operation Date Crane Operator
3. Controls-Layout and Function Date Crane Operator
4. Standard Hand Signals Date Crane Operator C. Crane Operator meets the physical standards as established by Attachment 6.2.

Date Training Unit This is to certify that I have reviewed the physical and mental requirements of Mobile Crane Operator and verify that (Name) (Badge Number) meets these requirements and based on the results of written examination and operational checkout or previous experience in crane operation, the above named is qualified to operate the crane(s) listed hereon.

Verified by:

Maintenance Supervisor MMM-020 Rev. 1 Attachment 5 Page 42 of 73

SPR022 Crane 0 erator Recertification Name (name) (badge no. )

1. Verified to be physically and mentally qualified.

Verified by Date Maintenance Foreman

2. Oral or operational check-out by Maintenance Supervisor or his designee.

Verified by Date Maintenance Supervisor Recertified as a crane operator on the following cranes:

X Initial Date Polar Crane Turbine Building Crane Spent Fuel Cask Handling Crane New Fuel Crane Waste Handling Bridge Crane Underslung Cranes & Hoists Mobile Cranes Maintenance Supervisor Date MMM-020 Rev. 2 Attachment 6 Page 43 of 73

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Safe Load Paths, LSD PATH..iKAClOP. ~SEL. HEAD.

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~-020 Rev. Attachment 7 Page 51 of 73 (continued)

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I I ~

SPR022 Safe Load Paths CIIVtlCPt % Q ++W 4CQC TMVtl SIKW CAART4tC CASE lPCICk t

ACWWCITM1 IV CDO BIOL aWw 4 SPLall ~~ ~ yy q asses seOOC TLRVt 4&eh % I ~))

h 0, thee ac(

PLAN AT ~

g6g.pp'-020 Rev. 1 Attachment 7 Page 33 of 73 (continued)

' ~

~ '

k

.il g I f>~~C'-4~~V %k

~%

~ '~w, yl~%%%%%~%%%e

~ ~

Laaaa~

~ l

~~%3

'P g.

1 ~ '. ~~

I I I I II

SPR022 Shackle S ecification SHACKLES: jTftKH4TH OS aHACKL!a JNQIQa JEAN There are two types of shackles commonly used in rigging. They are the anchor (bow type) shackle and chain ("0" type) shackle both of A fI which are available with screw pins or round pins. Stock Inside Width Max. Sate Shackles, like most other rigging hardware t7iameier At Pin Working Load are sized by the diameter ol the steel in the bow (Inches) (Inches) Single Vertical section rather than the pin size. They should C Pull fPoundsl only be of forged alloy steel. 2/sa Never replace the shackle pin with a bolt. I/~ 1$

/>> 1.000 only the proper fitted pin should be used. 8olts ~ /ey ~

2/2 ~ 1.500 are not intended to take the bending that is 2'/22 2.000 normally applied to the pin. 'ln nl>> 3,000 Never use a shackle il the distance between 1/2 'ie a.000 2/2 1 'les 6.500 lhe eyes is greater than listed in the lollowing 24 1 'lx 9.500 table. All pins must be straight and all screw 2/x I 2/10 13.000 pins must be complelely seated. Cotter pins 1 1 "/is 17.000 must be used with all round pin shackles. I I/I I'2/ix 19.000 Shackles worn in the crown or the pin by 1 "i 2 '/>> 24.000 12/x 2 '4 27.000 more than 10'/ of the original diameter should 1'/2 be destroyed. 124 2 '/2 50.000 Never allow a shackle to be pulled at an 2 3 '/4 70.000 202 a '/2 100.000 angle because the capacity will be tremen- 3 5 dously reduced. Central/ze whatever is being 3>>2 5 2/e hoisted on the pin by suitable washers or spac. a 02 e rs.

Oo not use screw pin shackles if the pin can roll under load and unscrew.

K9l-020 Rev. 1 Table 1 Page 57 of 73

SPR022 Turnbuckles Weldless Construction For ed Allo Steel

  • SWL = Safe Workint Load y~

~ Wsse+e~ SI Sny SSSnos

~ s ow ea caw era 5 wI ~~ ss ooarss

~ ~ ~ wo sw C~ ae ~ <<oo ~ ~

~ ~~

CmoII s 'eel TunssbuCKLSS wsssIsss Ca>>troops FoIOsd Alloy Stssl Swl. ol SWL ol ssIE1 IP (&Hs WA f.nd Any CoInlsnslIon TvInoossls F nltno, ol Asss Knd llosln0 S Sloss FInsnss. Kyo Snd lsoos Knd D~lsI Fsnwos snd Slod FinIn0

~s~~

Oem'ces Onsnss) f,nd Frtlln0s (COs)

(Lbsl 0%IOME Wit ~ ~ ~

%n ss I $ 00 ~ 00 TCO 1.200 1AOT II SHOO SACO SSCO

$ 200 '000 P/ TACO ~ .000 1 10.000 SAXO 1'4 15200 5.000 1 II~ 2Lsoo T~

2S.OCO 2 ST,OCO 2'II ~ 0.000 TSAXN Strength of Turnbuck Va. Wire Rape TVSNbVCTC LES Wfnb RoFm Size iL1ax. Dia. Load D Load for T.B. Guys. Elc.

(Inc ncs) (Tons) (Inchesl (Ton sl Vd ,2.2 2/S 2.1 3'afe 1

1M VS 3.1 4.1 6.6 1'afe gl 5y Sz

<a 3.6 5.5 7.9 1+i 9.7 yt 10.7 1Vd 13.1 1 14.0 2 17.2 1/s 17.6 2M 22.5 21.6 2+I 28.0 1 s/s 26.1 2+i 28.0 1 ~l 30.8 2 36.7 36.0 41.0 41.3

.NMM-020 Rev. 1 Table 2 Page 58 of 73

SPR022 EY! HOOKS, SNAHK 1(OOKSI 0 SW)tfILHOOKS

'OROED ALLOYSTEEL TYPICAL SORTIHO HOOK

{SAFETY FACTOR ~ 4) FORGED ALLOYSTEEL I.O. ot Ere I'fr I>> I<a>> ~ aeeV See+ ~ Saw eeW Opening at Top ot Hook 2iiI>>'

Sate Working Load 2'fr Msstmvm crom Tip Tons Th/Oat Opening Sate Working Load

{lnctws) Sale Workrny Load ~ I bottom

{Pounds) Ot Hook 7'lr Tons

~

h "lrs 500 1 1200 1 'I>> 2.000 I 'fs 2.500 I 'h 4.000 0 1 sh 4500 CHAIN DRAb HOOKS Irs/sr 5.000 {CLEVIS TYPE AHD EYE TYPE) 1 'fr 4JNO FOROED ALLOYSTEEL 1'r/rs IL000 'Iree tree I "I>> 4800 IrVrr L000 Msxtmvm Sate Throat For Qze trh 5.400 Opentny ot Chstn Working Load 1's/>> lb.000

{inches) gnches) (Pounds) 2 II>> 10.400 2'h 11.000 r r Itr 'h 2.750 2 II4 (F500

'I>> V>> 4.500 2 ths 2 Vr IS, ON 15,000

~

/I r/>>

sh r/>>

5~

7.000 2 s/>> I SAOO 5 tg~

$ .0N ~.

el/~

rs/sr

'lr sh 9.000 15.500

$ %s "f>>

5 Vs 24.000 Vi 19.250 1 'I>> r/a 5 r/>> 25.000 4 05.4N 1 V>> 1 CHAIN SL)P HOOKS TABOO suOIHo cHoKER HooKs (CLEVIS TYPE ANO EYE TYPE) FORGEO ALLOYSTEEL FORGEO ALLOYSTEEL (SAFETY FACTOR ~ 5) c (SAFETY FACTOR ~ 4) rr>> tres Throat Maximum Sale Throat For Rope Max>>num Sate Opening Woridny Load Opening Stre Workmy Load 0nctws) (Pounds} g nenes) (Inches) (Pounds)

'I

>>/>>

V>>

'ls V>>

2.750 4%0 t/r s/s r/siV>>

sfs t~

2.5N 1V>> LRO rls Vt 1 V>> r/>> T.ON 1 /s 5,100 1 ~ TI>> r/s SANO Vs 1Ys 5.000 2 tr/>> 'Is ~ 1 t5.000 2 Ve ' TS450 TVs IVei 1'/4 2 Vs ..Ffa SSAOO 5 ".'1 54.000 2V>> tVs 1t/r C)

SWIVELS {ALLTYPES) weidiess Construction Q

Forged Atksy Steat Stock Oeanwter Mak. Sate Working OOI/SLE CLEVIS uHKS {

(Inshea) Load {Pounds) wetdtsss Construction If FOryed ANOT Steel 050 tr>> t450 Ve a250 Smatt Ptn Lsrye Ptn Mutmvm Sate Ifr S.SN Olaltwler Oiametsr Working Load Vs (ktchas) jtnches) (Pounds)

Vs r/s ~ e 7~

10.000 Vr 2250 1

tus tyo

'I Vr t~

(2500 lb.000 V>>

Vs IV>>

tfs 5.500 5,750 tt250 45200 MMM"020 Rev. Table s Page 59 Of 73

SPR022 Strength of Standard Sling Hooks Standard Inside Diam. Throat Rated Capacity Hook o(Eye h Opening B Number laacada ltackds 0.5 23 0.6 24 0.7 25 1.2 26 1)z 1Vs 1.7 27 28 1s/s 1h lg 1M 2.)

2.5 29 1N 1Ãs 3.0 30 1~s 4.0 31 2 2Ya 4.7 32 "" 5.5 33 2M 3 6.8 34 38 3N 8.0 ~

34a 3M 10.0 35 3r'0 11.0 36 38 ":" 4'"'"

4 dec 4+I 20.0 30,0 The above values are for "Vulcan" and similarly de-signed standard hooks.

Thc capacity can be found by the diameter of the hole in the cye of thc hook. lf thc throat opening of any hook cxccctL thc dimension given above for the corresponding diameter o( eyc, thc hook has heart oocrslrairted artd mus(

nvl br utrd.

MMM-020 Rev. 1 Table 3 Page 60 of 73 (enntinned)

SPR022 QRONNET SLINQS Grorneset stsnsts er ~ learned by band lrosn e ssnqle saend, There u only one tssc) sn the enrue csr.

cwnterence rebore the tsso ends entet Ihe torse to becosoe tbe centre.

Where an endless stsbce bas tssetyo ends cash Isschod ~ short dsusnce ento Ihe torse. a Otoarnet hae oaly tseo ends. Each u lssc)ed ~ tsst! halt ol the ehna ctrcssalerenco, Weeeseoeseree les ~ tl

~ essesst lsnsee eeaeeeee Ies ebsets y eseooes u

~ s ~ Ierrea end ones ~ YElytCIL

~ esseoe Ileetbtltty I~

~ eeeesssl CIIOLE CHO4EI RATED CAFAC1TT OF CRONXET SEENCS Dia. ol Rated Capacity-Tooo Dla. ol Crornotet Croaanet laches Vertical Cradle lnchee Vertical Cradle

.T 1A 1A 1L4 2.0 4.0 20At 4A, II I

re

~,'A ~ .4 l 124 124 24.1 2ID 424 14.'1 214 24A 1 1l4 22A IA 41.2 MMH-020 Rev. 1'able 4 Pege 61 of 73

SPR022 4

~

i

',. ' WIBS llOPS SLIIIIN>>

~ a $ 7 Caesar) rcatycol Olpup. Iniprpeed Plow SIOOL IWIICv WISE SOPE SLIHcle 4 a 19 Ctaaatt tcatotn Otcwp. Vnptcned rtcw Syo<<. etta Cote f MAXU4JMSAFSINISIVKPIO LOADS PCN)HOS f

ISMoty scot ie 41 MAXIMUMSAFE WO)ttcING LOAOS POUt/0$

ISat<<y Factor ~ 5)

Sinye 5 ngto Single 2<eg Bndle Hitcnb Itope Va tt ca) C noser Basset Singie Basket Hitch Singe Ssngta Singio Bask<<

2 Log Siioia H>>ch I Ownetar Hitch Hiton Hitoh With Lays Incaned Aooo Vontcat Choco/ &agio Saoayt >>den HitCh wl'Illbogs tncl>nod 0

Itnchesl {Vertical Caametot HitCn Hach Legs) (tnchel) Ivoncat legal o5i Vo IA50 2.100 I.ICO y/ii l$0 1.200 1.050 650 liQQ I,TN 1.900 '1.550 'l,1 00 1.700 I.SN S.CQQ 2.950 2.400 lie I.IQQ 625 2 JQQ I 650 LS$ 0 1.750 i.700 4.100 a $ N 2.$ 50 1.450 1.2$ 0 S.SQQ 2.6$ 0 2.$ $ 0 I/t WQQ 2.4N L200 S.iyy 4.6CO S.S50 7.450 C.SQQ d.100 i~

S.700 I/y trio 2.400

$ .200 1,600 2.oQQ C.SXI 6.4N

~ 150

$ .5$ 0 S.ooo a.500 7.400 S.TQQ Va Ve 5250 S.NQ IAOO i.000

$ .200 7,100

10. 700 IS.IQQ 19.000 9.250 11.950 lb.i$ 0 MSO 9.750 IS.CQQ S~

4.900 9.500 I/~

$ ~

a,iog 6.600 S.XO

~ .000

~ .9$ 0 4.600 10.600 1$ .200 7,600 9.200 I I.yoo 7.500 9.$ $ 0 a CQQ

$ .$ 00 6.600 26.000 22~ 14.400 , I SAXO 9.500 T.IQQ 19.000 I 6.500 IS.4N 9.$ 00 Vy 1$ .000 9.750 lb.lQ0 I 2. 600 I 17.000 12.750 $ 4.000 29.450 2CAXN 17.000 lt.NQ 9.4CO 25.4O 27.200 I te'.700 12AQQ XL4N 24.900 TS.IQQ lb.TQ0 lily 21.000 1$ .750 CLNQ SLCQQ 29.700 21.000 21.200 15900 ~ 2.1QQ 7 ).200 I'/e 26AQQ 19.450 $2.400 45.400 $ 7.000 24.200 toy Sb TQQ IVy $ 2.IXO 2CA)N 44.000 SL000 I It@ 26.200 19.700 $ 2.aQQ a$ ,4QQ ST.QQQ 26.200 I'l SI$ 00 79AXN 90.600 Id.oN TL600 SS.900 caps

$ 0.500 45,4O I Vy I 'lt

$ 2.4N to.SQQ lb.SXI 76.400

$ 6,100 66 500

~ $ .600 Sy.XKI St,ooo Sb,<<N IVa IVa CS.tcO SS,IQQ 90.oQQ 74 XO 6$ .900 ~$ 200 IVy 10i.000 TSAQQ S2.000 Ilr, S2.000 $ 9.000 too 000 90 QQQ 7$ 500 57.000 I

I I/y ~ 41.000 122.000 105,700 ILXO 41.000 IQ.SXI 4$ .600 12'I.IQQ I QS.XQ II.QQQ 60 400

~ L6N SCAN 44.400 2

2Vy tYt 4,4N IQLXO TIAX)0 IXL200 In.NQ 21L 400 115.i00 Iie.NQ 142.4O

'I tt~ N.CCO 105~

ti/o 2'/t 47.4cN

~ C,QQQ Ioi.IXO 50.100 TI 000 1 $ 5.200 146.000 000 IIT.IQQ Ia$ ,500 IIQ.IQQ I II.NQ Icy.QQQ 47.600

~ o.COQ

'I yo.QQQ 2Ve 12LQN ~ 4.$ /I 252.000 2)LSN I TLSOQ 12L000 SVo 122.000 ~ I AQQ taiAKO 211.XO ln.SN 122.000 WQ% OOPS SIAHOI . WISE OOPS SIAaNS

~a \I Ctaaodwecton Oroup, Vnpttnod Plow BtooL Ir/SC I a $ 7 Ctesaitis ation Citoup. Imptoeod Ptcw SIOOL tare Core I MA)UMUM SAfS~Cboaety Factor>>

LOAOS-POUtoOS 5) liAXIMUMSAfE )FO/tKNoOLOAOS

)eatery Factor <<S)

POUHOS Ftopo 24e9 Sndle )etch I/hyle Basset Hitch I Stnye Ventcal 5 ngie Basset 2 Leg Stid rani)in Singe Balaot oaten I

Owreytar Hitch

)Inches) WttttLegs Incense Hitch H,ICh With LeQ$ Inclined

~) IVenicer I Leg l)

(' i 60' o$ '

hiy I/O 1.150 I~

2,XO 1.100 2,OXI NQ IACO LN 1.150 i/y 1.000 I.III 750 1.2(O 2.000

$ .200 1.7$ 0 2.750 1,400 2,2$ 0

'I 000 1.600 1,750 I.SQQ $ .500 J.QQQ 2AQQ 1,750 1.650 o.oN S IQQ 2.200 X5$0 'I.QCO S,IQQ Loyy L600 2,550 t/>> S.QQQ 2,250 4 QQQ 5.200 ~ 2$ 0 S.QQQ tl>> S.C$ Q LIKO 4.900 4.000 iAKO $ .450 l/t C.QCQ S.QQQ

~

4.000 6.9CO 5.650 a 000 i/t C.TQQ S.SQQ L ISO L450 4.700 S,QQQ l.750 10.000 6.6$ 0 7 IQQ $ 000 V>> LTQQ CAQQ I t,aQQ 6.050 $ .700 Vy 4.i00 C.IQQ I T.NQ 11.'ICQ 9.050 I.oQQ Vy 7.100 S.XO ICAQQ 12.XO IQAOQ 7,100 Vy I.dcN e.'7QQ I 7.400 1$ .o00 'I 2.400 4.900 Ve ltXSN 7.460 20,4O 17,700 I a.oN IQAOO tla 12.100 9,100 24.200 21.000 17.100 12.100 tla ILTSQ IQAQQ 27AQQ 2SAQQ I I.ogg 1$ .750 I IS,NQ 'I '1.900 $ ).600 27,oQQ 22.SQQ 15.600 I I T+50 1$ .450 SL900 $ 1,100 2S.CQQ 17.950 I 'la 19.400 I i,700 SQ.SN SLQCQ 27. 7QQ 19 600 I'Va 2L750 I TAX)0 22,750 I'ly ta.a00 14.XO 42.XO Si 500 ti,o(XI I'lo 2LSN 2)AQQ OLIN teAOO I Va 29.400 $ 9.400 51AQQ Ct.tQQ 29 NQ IVy 40~

SQAXN I'l I ly IVy at~

CL6CQ 26.100 SIAXO 40,400 42.4CO STAN 71,500 ICAN CIAQQ SLaN 4L700 4 t~

SIAKO ib.4N I Vy IVa lb.0Q0 27.000 SI.TCQ SI.SN 72.000 Ia,o00 96.4CO 42.oQQ TLIQQ IXNQ 50.900 59.700 66 400 Sb QQQ oSINQ ob. 4N I Vo SSAKO i).NQ I IIAOO 94AKO 79,000 bL900 lily it.600 11$ .600 94,4N IQ,XO lb.b00 It/a ILCN ~ 9AKO IXLNO 11$ $ 00 IL$00 65,400 2 iLSCO 12i.000 IQT.CQQ 67.700 42AKO 2 72.400 IOLSCO >> 72LTIXI 'QL700 72800 ti/a IaXK) IerLeco 1&.$00 11$ .70S N.4N 2'le ICLSSQ 47AOQ e, IIILNQ III.oN 127,7 90.XO tVI 7$ .500 194.000 16LTN 1$ 6.600 94.000 2'/r 111AQQ ILTIX) i 22LICO ,IILNQ 'SLIIX)

II&00 toe IT.NQ 165.700 I Iy.tcl 2Vi 1 $ 1,100 NAN WSIL200 >> 227AXO I IDION 151.100 TAOLI L11 tt used with Choler Hitch muthoty aoovo

)cope Owns>>r

'li'nd Sma)tat

~ r ti/yl' tly V

I ~

for saves Oouote Basset Hitcn multioty aoooo Qy L a/y and Layer Teste 'o oauoe we Iar ngAaoctol eyoo aod sdtableo lo Ical ondai Fleeasll Spaced Eyes

~ nd tsochetdaal sleeooa Hand atooed apoaod eyes ~ radatoo leeds acoodlne lo Ieooe 8'I II Eyes latosod oy seato capo ~ rodatoo Iaode oy XH$

MMM-020 Rev. Table 4 Page 62 of 73 (eeuu/riued)

SPR022 E ebolt S ecifications EYE BOLTS Shoukter Type Only Forged Carbon Steel Stock SAFE WORKING LOADS (LBS) CORRESPONDING Diameter TO ANGLE OF PULL (inches)

Vertical Less than 45'la 500 Reduce Reduce Reduce O

'its 800 Vertical Vertical Vertical Sls 1,200 Loads Loads Loads CI 2 200 By By By Z

i LII 3,500 45%. 65%. 75%.

5,200 rls 7~

10,000 0

1

't f/s O

15,200 1'II 21,400 K Nota s.iv.t lorplain (shoulderless) eye bolts ere same es lor shoulder bolts under vertical load. Angular loading ls not recommended.

SIQQOO>>rises Sr>> a fuoe soft>>

cotrecl ltovW%% M W WWW tt1 W +hi QQ

% &leo wN W

~

~

~ et e4 ~~

WQ Q ol WQ Q Wall

% heQ lw AQ HOST RINGS, can greatly SAF ETY HOIST RING ndoce the rislf involved in CAPACffv AT AffctaAft LOAtn material baadllng.

(Machinery, construct ton let QQ IIQs components, and cargo). They leoQI 5'II IQf IWI afe ideal lor cargo lasteaing

~ nd tie down devices. l4 CO t>>O OO tffO I.CO tCO tffO ADVANTAGEOUS ting llCO Ue ttso FEATURES: li fce acs tel con able to pivot ii UCI IMO IXI IICO 180'nd ICO IE,QI IC'OO swivel 380'ram canus. I II,CS CLCO Iacs coo tow centf>> ol gravity l>>slats blading o'I Sr>>aking

~ tf>>ssee.

MHM-020 Rev. 1 Table 5 Page 63 of 73

SPR022 Using Wm Kye SeNs

+IAVIfIVflL lllhQ OltOUQh s pElf Ql 070 bOltS 04 PlOWfl.

~~

%la M>>teeA>>

Ie two

~ led&

Wl ~

avsrsaOWee AAl1Aw l

%sow to fMC. A C 0

8 Uw e pair of ehackiee Inesat.

Alignment cf Kye SoNs O SHM

~ H + IA WHH 0 ~ Va 4 OIOa>> aestW

>> a ~r >too %re s 9 O~+>>>t <OSltCOS lO ICCO~( f>>

a~ ~~

~>> g~~p

~ asa ~

WelW

++~to~ \

Wawar agg~

>> 0 H pygmy Qsal Oea&s Moooo

~ awCSI O~e>

A 04 ~~

~ aseael

+4 M41Wlml 0 ~

O4 IN' OO 5+w ON 0 Oa&

QS-020 Rev. 1 Table 5 Page 64 of 73 (continued)

SPR022 Shearon llarrls Nuclear Plant lleavy Load Listing Sheet 1 of 9 Assigned Procedure Ca e oad 0 e h osd Pa h umber Reference Ow Containment 250 Ton Reactor Vessol Upper Internals 95, 150 lbs. Yes CAR 2165-G040 (R-3)/

58> E I ev. CH-M0092 1364-1023R1/686J532

( 175 Ton Seismic) e~ Reactor Vessel Lover Internals 201,000 lbs. Yes CAR 2165-0040 (R-3)/

, CM-H0093 1364-1007/686J533 Reactor Coolant Pump llatch Covers Loop - A 77,500 lbs. Yes CH"H0079 2167-G07IIO (R-4)

Loop - 8 83,700 lbs. Yos CH-H0079 2167-G0741 (R-4)

Loop - G 80,600 lbs. Yos CH-H0079 2167-00741 (R-4)

Integrated Reactor tlead Assombly 355, 100 lbs. Yos CH-H0075 1364-1023/42494 Reactor Coolant Pump Hotor 79,500 lbs. Yes CH-H0079 1483 F10/1364-2010 Reactor Coolant Pump Assembly 55,200 lbs. Yes CH-H0079 115E11/1364-2010 Tripod Handling Fixture 4,100 lbs. Yos CM-H0075 1364-42494 Load Cell Linkage 500 lbs."+ Yos CH-M0075 1226E42 Fig. 8-4 S0-188/189 PO-404793 ( 1)

PO-ll43967 (2)

Contalnmont 50 Ton Reactor Cavity Seal Ring 3,678 lbs. Yes CH"H0074 1364/36732 (R-4) 358'lev.

Reactor Coolant Pump Internal CAR 2165-0040 (R-3)/

llandl lng Frame 7,300 lbs. Yes CH-M0080 1364-42938 Mead and Intornal Lifting Rlg 3,700 lbs. Yes CH-H0075 CAR 2165-G040 (R-3)/

1364-2608/1102E75 Reactor Vessol Stud llole Plugs Total Wt. Yes CH-M0022 CAR 2165-0040 (R-3)/

(Alum.) 58 Rq'd. 6 lbs. each 348 Ibs. CH-H0076 1364-2070/7247013 Reactor Vessel Internals Lifting Rig 19,800 lbs. Yes 1364-2609 (R-2)/

CH"M0094 1143E64 Burnable Fission Rod Assembly 610 lbs. N/A CAR 2165-0040 (R-3)/

llandl lng Tool FIIP-008 1364-2459/1190E44 Q

Guide Stud Spring Scale 78 lbs. No CH-H0022 CAR 2165-G040 (R-3)

CH-H0076 0

">Est lma ted weight

Shearon Harris Nuclear Plant Heavy Load Listing Shoot 2 of' Ass I9 fled Proceduro

~

Cra e oa 0 el pad a h Ow umber Referenci C)

C) 'ontalnmont 50 Ton , Stud Handling Spring Scale 74 lbs. CH-H0076 CAR 2165-G040 (R-3)

CH-H0022 Stud Tensioner Pump Unit 300 lbs. CM-H0076 CAR 2165-0040 (R-3)/

1364-41428 Stud Tensioner Unit 4,000 lbs. Yes CH-H0022 CAR 2165"G040 (R-3)

CH-M0076 1364 "41430 Inflatable Seal (Rpbber) 800 lbs.a> Yes CH-H0074 PR6297 Tech.

Hanual 16-7110 Control Rod Drive Shaft 150 lbs. CAR 2165-G040 (R-3)/

CH-H0096 1364-7995 Reactor Vossel Guide Studs 1,703 lbs. Yes CH-H0022 C01-g51 R/3 and/

CM"M0076 1364-41432 Cont 71-2632 Control Rod Drive Shaft. Unlatching 205 lbs.  ! Yes FIIP-009 CAR 2165-0040 (R-3)

Too I RCC Thimble Plug llandl lng Tool 250 lbs. Yos FIIP-007 CAR 2165-G040 (R-3) 1364-45587 1364-2439 1189EII6 irradiated Samplo llandl ing Tool 271 lbs. Yes FIIP-002 CAR 2165-G040 (R-3)/

(Upper and Lover) 1364-4823 1100E30601 Fan Coolers Coils All 37 thru 39 . 1,920 lbs. Yes CH-H0101 Tech. Manua I P136 (SK-1521) Pago A-15 and A-19 Operator Support Stand - for Load 270 lbs. Yes CAR 2165-0040 (R-3)

Cell Linkage Assembly 1548E44 Fig. 8-11 Reactor Vessel Guide Stud Bushings 35 lbs. Yes CH-H0022 1364-42494 CH"M0076 Refueling Cavity Flange 300 Ibs. N/A CM-H0103 1364-828 (R-2) 8 Hotor Fan Coolers AN-37 thru 39 16,500 lbs. (ea. ) Yes CH-H0101 Tech. Ha nua I ( SK-1521 )

Pages A~5 and A19/N-0142 0

"Vendor manual. Instructions to be written lator.

4J

""Estimated weight

i

Shee ron lla rr I s Nuclear Plant lleavy Load Listing Shoot 3 of 9 Assigned Proceduro Cra e osd e h oad Pa h Dw lumber Rere ence C)

g. Containment 50 Ton Fan h Accessories 4,200 lbs. Yes CH-H0101 Tech. Manua I SK-1521 Operating 23,450 lbs. Yes CH-H0101 Tech. Hanua I SK-1521 22,900 lbs. Tech. Hanual SK-1521 Wt.'hipping Wt. Yos CH-H0101 Coll Wt. (Dry) 1,920 lbs. Yes CH-H0101 Tech. Hanua I SK-1521 Coll Wt. (Wet.) 2,050 lbs. Yos CM-H0101 Toch. Hanua I SK-1521 Hotor Wt. 1,500 lbs. Yes CM-H0101 Tech. Hanua I SK-1521 Hotor Fan Coolers All-1 thru 4 33,733 lbs. Yes CH-H0104 Tech. Manual P081 Fan h Accessories Pago 20/FF15660/

Motor 1,650 lbs. Yos 364 4254R6 Fan Cooler Coils All-1 thru 4 451 lbs. Yes CH-H0104 Tech. Hanua I P081 Page 20/R1070-1066935E/

1364" 3616 Primary Shield Cooling Fans (S-2) 3,903 lbs. Yes CM-H0105 1364-5233/FF15782 Reactor Support Cool ing Fans (S-4) 2,250 lbs. Yes CH-H0106 1364 "5234/FF15777 Portable Jib Crane (Total Weight) 9,400 lbs. Yes CH-H0107 8481-CL-1/IIIIL-70A Toch. Manua I 16-8010 Po r tab le J I b Crane llo I st ~

3,100 Ibs Yes CH" H0107 3100E3019-5S/8481 "CL-1 Portable Jim Crane Jib 6,300 lbs. Yes CH-H0107 8481-CL-1 Roactor Coolant. Drain Tank Pumps 360 lbs. CH-H0110 1364-1682/62242 1AIMD-NNS (221'lev.)

Reactor Coolant Drain Tank Neat 1,325 lbs. CH-H0111 1364-2276 Assy. 0-3349 Exchanger (221'lev.)

Regen. Iieat Exchanger (RIIR) 6,100 lbs. CH-H0112 1364-1399/5357R5 1X"SN (SO 210 8 Excoss Letdown liest Exchanger 1,350 lbs. CH-H0113 1364-2271 Assy.

1X-SN (236'lev. SO 210) (D-3393-10) g, <<Vendor manual. Instructions to be written later.

+>Removal of these items, extremoty remote. Speci fic heavy load path and procedures vl I I be farl tten in the event these items require removal.

Shoaron llarrls Nuclear Plant Itoavy Load Listing Sheet 4 of 9 Assigned Procodure Cra e ad I D oi oad Pa umber Rofore ce lD w Containment 50 Ton Reactor Vessol Stud, Nut and 650 lbs. Yes CH-H0022 CAR 2165-0040 (R-3)

Wa she r Assemb I y ( each) CH-H0076 Reactor Vessel Stud, Nut and 5,200 lbs. Yes CH-H0022 CAR 2165-G040 (R"3)

Washer Rack (full) CM-H0076 Uppor Steam Gonerator Manway 350 lbs. 'Yes CH-HOODS Toch. Hanua I S-120 Cover (Socondary) CH"HO082 Reactor Vessel tlead Stud Support 870 lbs. Yes CH-H0022 1364-42494/1364-44383 Collars (2 15 lbs. each) 50 Total 1464E06 Prossurlzer Hanway Cover 600 lbs. ,CH-H0023 Toch. Hanua I S-130 Pago 5 CP Sea I Rem a I Articulated Arm Assembly 200 lbs. Yes CH-H0060 Reactor Coolant Tech.

Hanua I Pump PO gSI25 11?OE13/1364-2010R11 Cha ln llo I st Assembly 100 lbs. Yos CH-H0060 510F299 Ca rt r I dge Soa I lie nd I lng FI xture 100 lbs. Yes CH-H0060 510F299 Shaft Spool 300 lbs.+ Yes CH-H0060 9752D91 Pump Shaft Coupling 150 lbs.+ Yes CH-H0060 9752091 Cartridge Soal Assembly 1,00D lbs.+ Yes CM-H0060 974D37

( Inc. 9, 10, ll, 12, 13, 14)

No. 1 Seal Piping 100 I bs. Yes CH-H0060 1741C99 No. 1 Sea I Runner 100 lbs..+ Yes CM-H0060 1741C99 No. 2 Runner 50 lbs.+ Yes CM-M0060 1741C99 No. 2 Ring 50 lbs.+ Yes CH-H0060 1741C99 aQ No. 3 Runner 50. lbs. + Yes CH-M0060 1741C99 Cl No. 3 Ring 50 lbs.+ Yes CH-HO060 1741C99 0

~ +Est Ima te We I ght Va I uos m gHanway Removed/Stowod Directly Above and AdJacont to Prossurlzer Hanway Flange. No Transfer Over Safety-Related Equipment.

Shearon Harris Nuclear Plant Heavy Load Listing Sheet 5 of 9 Assigned Proceduro CD Cae ad D I h oad 8 umber 'ofe once Containment 50 Ton Crane Load Block Assembly 4 Tons N/A CH-H0075 Tech. Manua I 16-8065 Dwg. 4 Sec. 3/656053 i.

In Service Inspection Tool 4.5 Tons CH-HOD75 g Supplied Equipment Following Items associated with the integrated RV hoed package If installed or removed individually:

A. Lift Rod and Clevis (Three 2,100 lbs. each Yes+ CH-M0075 Westinghouse Dwg. 1553 E65 Total) 1191F74 Fig. 8-8 1553E65601 B. CRDH Seismic Tie Rod Assembly 4, 100 I bs. Yes+ CH-H0072 Westinghouse Dug. 1553 E65 1548E57 Fig. 8"1 1553E65601 C. Duct 2,840 lbs. Yes+ CH-H0075 Westinghouse Ovg. 1553 E65 I 1611E12 Fig. 8-12 1553E65501 D. Fan Assemblies (Four Total) 2,925 lbs. Yes+ CH"H0075 Westinghouse Owg. 1553 E65 1611E12 Fig. 8-12 1553E65601 E. Cable Bridge Assembly 2,500 lbs. Yes+ CH"H0075 1598E91 Fig. 8-1 Tech.

Hanua I 16-1005 F. Shroud Assembly 39,000 lbs. Yes+ CH-H0075 1553E91 Fig. 8-2 Tech.

Hanua I 16-1005 G. Hissllo Shield Assembly 29,000 lbs. Yes+ CH-H0075 1584E40 Fig. 8-3 Toch.

Manual 16-1005 ll. Lift Rlg Assembly 4, 100 lbs. Yes+ CM"H0075 1547E98 Fig. 8-6 Tech.

Manual 16-1005 RV llead Insulation Less Than 100 lbs. N/A CH-H0074

'8 Per Lift

+ Fo I I ov RV lie ad Removal Pa th 0

Shearon Harris Nuclear Plant Heavy Load Listing Sheet 6 of 9 Assigned Procodure Ca e oad I D ei oad a h Dw ambo Roi'e ence Dw C)

~ Containment 50 Ton No. 2 Insert 50 lbs." Yes CH"H0060 1741C99 No. 2 Insert i 50 lbs.>> Yes CM-H0060 17<<1C99 Special RCP Sea I Tools (Sot) 300 lbs.>> Yes CH-H0060 3<<82883 Reactor Coolant Pump Stand (Storage) 7,300 lbs. Yes CM"H0079 510 F299 Steam Generator Lower Hanway Cover 650 lbs. CH-H0081 Tech. Manual S120 Page 5 (Primary)

Control Rod Drive Mechanism (CROM) CH"H0114 Dwg. 40 Rov. 7 Tech.

Compononts Hanual 16-1005 A. Pressure Vessel and Latching 833 lbs. Yes CH" HO I 1<< Tech. Hanua I S115 Assembly Figure 6.5/H0022 Sec; 1 H0023 B. Operating Coil Stack 455.* I bs. Yes CH-H011<< Tech. Hanua I S115 Figure 6.5/H0022 Soc.

H0023 C. Latch Nous ing Flux Rings 340 lbs. Yes CH-M0119 Tech. Hanua I S115 Figure 6.5/H0222 Sec. 1 H0023 D. Rod Travel Kouslng 337 lbs. Yes CH-M0114 Tech. Manua I S115 Figure 6.5/H0031 Sec. 6 E. Rod Drive Assembly 130 lbs. Yes CH-H0114 Tech. Hanua I S115 Figure 6.5/M0022 Sec. 1 H0023 F. Seismic Sleeve 31 lbs. Yes CH-H0114 Tech. Hanua I S115 Flguro 6.5/H0031 Soc. 6 G. Latch Assembly 156 lbs. ~ Yes CH-H0114 Tech. Hanua I S115 Figure 6.5/H0031 Sec. 6 d

Ql e <<Estimate Weight Values gHanway Not Hoved Over Safety-Related Equipment.

C) 0r<<

Shearon llarris Nuclear Plant Hoavy Load Listing Sheet 7 of 9 Assigned CD

~Ca o t

oi nad a Procedure umbe Ro e ence Conl.alnment Jib Various Small Loads for RCP Repairs See 8elow CH-H0079 9752091

( Portab lo) and<RCP. Seal, Remova I

> ~14'~v CH-MO060 Kranco Inc. 8481-CL-1 Pa 5 1ons Kranco Inc. 8481<<1 (Kranco) Kranco Inc. 84S1-82 286'lev. Abell-Howe Co. A4-81-15110 Articulated Arm Assembly 200 lbs.<< Yes CH"HOD79 1170E13 Cha(n C

llolst Assembly 100 lbs.+ Yes CM-M0079 510F299 Cartridge Seal llandl lng Fixture 100 lbs.+ Yes CH-tl0079 510F299 g Pl.

Shaft Spool 300 lbs.+ Yes CM-H0079 9752D91 Pump Shaft Coupling 250 lbs.<< Yos CH-HO060 9752D9'I Cartridge Sos I Assombly 1,000 lbs.+ Yes CH"H0060 9749D37

( inc. 9r 10, 11, 12, 13, 14)

No. 1 Soal Runner 100 lbs.<< Yes CH-M0060 1741C99 No. 2 Runner 50 lbs.<< Yos CH-H0060 1741C99 No. 2 Ring 50 lbs.<< Yes CH-H0060 1741C99 No. 3 Runner 4

50 lbs.<< Yos CH-H0060 174 1C99 No. 3 Ring 50 lbs.+ Yos CH-H0060 1741C99 No. 2 Insert 50 lbs.<< Yes CH"H0060 1741 C99 No. 2 Insort 50 lbs.+ Yes CH-H0060 1741 C99 Specie I RCP Sos I Tools (Sot) 300 lbs." Yes CH-H0060 3482883 Fuel iiandllng Transfer Tube. Valve SOO lbs. CH-H0121 CAR-1364-82SR2 Dulldlng Auxiliary Ia Crane 12 Tons

( Kra neo ) E I ev. 316'

<<Estimate Weight Valuos 0

n Shoaron Harris Nuclear Plant Heavy Load Listing Shoet S of g Assignod Proceduro C a .oad ) o Lnad a umbe ofe ence Hlsc. Loads Hlthln the Capacity of the External Containment Bui Iding 10IIt50 Ton (Kranco) External of Containmont Handl i'nlt s

No MMM-20 HMH-21 CAR"2168-8-178 g

Servlco Bldg. Misc. Loads Mlthln the Capacity of the No HMH-20 RCO-2033 (Trolley 5 Ton llandling Unit HHH"21 . Beams Layout)

Turbino Gantry Generator Fields 181 Tons Yes CH-H0123 688.-J-804-1 (114F63-2)

Main Hoist 215 Ton Aux. Hoist 50 Ton LP Turbine Rotor 121 Tons Yes CM-M0122 1378-J89 HP Turbine Rotor Mith Shaft 57.5 Tons Yes CH-H0124 1378-J52 Gonerator Exciter 37 Tons Yos CH-H0125 111F10"7 LP Outor Cylinder Cover 63.5 Tons Yes CH-H0126 1378"JS9 g2 Inner Cylinder Cover 50 Tons Yos CM-H0127 1378-J89 gl Inner Cylinder Cover 28 Tons Yos CH-H0127 1378-J89 HP Turbine Covor 65 Tons Yes CH-M0120 137S-J52 Crossover T and Interceptor Valve '20 Tons Yes CH-H0129 741-J715 Q L HPT"HD05 Assembly Gonerator Upper Bearing Bracket 18 Tons Yes CH-H0130 1320FD7" 3/63SF491-1 Generator Hydrogen Cooler 14 Tons Yes CM-HD131 6578DSO"1 Other Hl scol laneous Equipment Under Various CH-H0133 Vendor Manuals 215 Tons As Noeded Fee I Hand.l ing Fuol Assembly Conte Incr 3,000 lbs. Yes FHP- 1364-828 R/2 ( 10,826-9)

Bul ldlng 150 Ton ~

Tech. Hanua I 16-7095 Capacl ty (Kranco)

(316'l ov. )

Brldgo Grano Spent Fuel Cask 140,000 lbs. Yes FHP" 012 2165-G" 025 W New Fuoi Contalnor 6,000 lbs. Yes FHP-003 2165-G"025/026

~ ~

Shoaron Harris Nuclear Plant Ileavy Load Llstlng Shoot 9 of 9 ~

eee Assigned ED

~ee e I oad 0 oad a Procedure umbe Refe e ce Fuel llandl lng Gates 4,000 lbs. Yes CH-H0118 2165-G"025 316'ulkhead Building Auxiliary Grano 12 Tons Removable Barrier 17,500 lbs. Yes CN-H0119 2165"G-025/026 (Kranco) Elev.

Fuel Racks as follows:

A. 11 x B. 6 x 8 ll BWR (968)

PHR (192) 18,200 11,600 lbs.

lbs.

oach each Yos Yos FIIP-015 FIIP-015 C. 6 x 10 PWR (1080) 16,500 lbs. each Yes FIIP-015

0. 7 x 10 PHR (560) 19,300 lbs. each Yes FIIP-015
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