ML18003B088

Rev 1 to Vol 4 of Maint Mgt Manual MMM-020, Operation, Testing,Maint & Insp of Cranes & Matl Handling Equipment.

ML18003B088
Person / Time
Site:	Harris
Issue date:	12/04/1984
From:	CAROLINA POWER & LIGHT CO.
To:
Shared Package
ML18003B087	List: ML18003B086 ML18003B088 ML18003B089
References
MMM-020, MMM-20, NUDOCS 8504020277
Download: ML18003B088 (85)

Text

CAROLINA POVER & LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT PLANT OPERATING MANUAL VOLUME 4 PART 1 PROCEDURE TYPE: Maintenance Management Manual NUMBER: MMM-020 TITLE: Operation, Testing, Maintenance and Ins.>ection of Cranes and Material Handling Equipment REVISION 1 tz. /tttf Signature Date TITLE:

8504020277 850328 PDR ADOCK 05000400 E PDR of 63 Page 1

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SPR022 Table of Contents Section ~Pa e 1.0 PURPOSE

2.0 REFERENCES

3.0 RESPONSIBILITIES 3.1 Crane Operator 3.2 Manager Maintenance 4.0 DEFINITIONS 4.1 Angle of Loading 4.2 Basket Hitch 4.3 Braided Wire Rope 4.4 Braided Wire Rope Sling 4.5 Critical Loads 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 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 18 Periodic Inspections Inspections'.4.2.2 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 63

SPR022 Table of Contents (continued)

Section ~Pa e 5.6 Operator Training and Qualification 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 '.1 Safer Operating Practices 25 5.7.5.2 Inspections 27

'5.7.5.3 Inspection Criteria 27 5.7.5.3.1 Mire Rope Slings 27 5.7.5.3.2 Synthetic Web 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 5.9.1 Safe Operating Practices 31 5.9.2 Inspections 31 5.10 General Hardware 31 5.11 Maintenance 32 6.0 ATTACHMENTS 32 Attachment 1 Standard Hand Signals for Controlling Overhead Gantry Cranes 33 Attachment 2 Crane Operator Certification Form (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 56 Table 2 Turnbuckle Specifications 57 Table 3 Strength of Standard Sling Hooks 58 Table 4 Rated Capacities for Single Leg Slings 60 Table 5 Eyebolt Specifications 62 I

MMM-020 Rev. 1 Page 3 of 63

SPR022 List of Effective Pa es

~Pa e Revision 1-63 11MM-020 Rev. 1 Page 4 of 63

SPR022 i 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 maximum availability of plant safety equipment. The following cranes fall under the applicability of this procedure:

Circular bridge crane in containment building

2. Overhead gantry cranes Fuel Q '.~sk 3.

To bc'. ode48 i~ lve& seuici ~ >

~~gem~ Qu ith ~.

5.

6. Hot maintenance shop crane

7. Vaste handling bridge crane

8. Mobile cranes

9. Service building bridge crane s P,

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 Cranes (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 Derricks

8. ANSI B30.7 Base Mounted Drum Hoists

9. ANSI B30.9 - 1973 Slings MMM-020 Rev. 1 Page 5 of 63

SPR022

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 '79 Overhead and Gantry cranes

17. OSHA 1910.180 Crawler, locomotive and truck cranes

18. OSHA 1910. 181 Derricks

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19. OSHA 1910. 184 Slings

20. OSHA 1910. 550 Cranes and derricks

21. CPEL Safety Manual 22 'RC 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 'MA Specification for Underhung Cranes and Monorail-Hoists

28. NRC NUREG 0544

29. Code of Federal Regulations, Title 10

30. Clearance Procedure, POM, Volume 1, Pait 1, AP-20 3.0 RESPONSIBILITIES All activities'conducted at the plant shall be performed within the guidelines of good maintenance practices.

MMM-020 Rev. 1 Page 6 of 63

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.

Deviations from these load paths are not authorized, unless specific directions are received, in writing, from the Hanager - Maintenance.

3.2 Hang er Maintenance The Hanager 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 Hanager 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

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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 singl'e master link.

4.3 Braided Wire Ro e A wire rope formed by plaiting component wire ropes.

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

HHM-020 Rev. 1 Page 7 of 63

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.

4.7 Ma'or Maintenance Alteration Is defined as a repair or design change in which load h~earin 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'ool.

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 Morkin 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. 1 Page 8 of 63

~ 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 wzaps. ~

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

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

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

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

4.19 ~Bi 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 ~hooaia 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 ~Sreader A set of chokers or slings of equal length used to lift a load.

MMM-020 Rev. 1 Page 9 of 63

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SPR022

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5.0 PROCEDURE 5.1 Safe 0 eratin Practices General:

1. While operating the crane, the operator shall not engage in any practice which will divert his attention.

2. An operator shall not engage in the operation of equipment when he is physically or mentally unfit.

3.'he operator shall respond to signals only from the person who is directing the lift or an appointed signalman; however, a stop signal shall be obeyed at, all times, no matter who gives it.

4. Each operator shall be held directly responsible for the

'safe operation of his equipment. whenever there is any doubt as to safety, the operator shall have the authority to stop and refuse to handle loads until safety has been attained.

5. If a movement warning signal is furnished, 'it shall be sounded each time before traveling and intermittently during travel, particularly when approaching people.

6. The operator shall maintain familiarization with his equipment and its proper care. If adjustments or repairs

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are necessary, or any defects are known, he shall report the same promptly to his supervisor and notify the next operator accordingly.

7. All controls will be tested by the operator before beginning a new shift; these tests shall not require written documentation. If any controls do not operate properly, they shall be adjusted or repaired prior to operation.

8. Except for test purposes', the crane shall not be loaded beyond its designated rated load.

9. Operators shall be familiar with the use of fire extinguishers.

10. Attachments used with cranes shall not exceed the capacity, rating or scope recommended by the manufacturer.

11. , Operators of outdoor cranes shall secure their crane upon leaving to prevent uncontrolled movement.

MMM-020 Rev. 1 Page 10 of 63

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'he

16. load shall not be lowered'below the point where 3.ess than two full wraps of rope remain on the hoist drum.

17. When two or more cranes 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. 'he load shall be attached to the load block )ook 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. Operators 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 63

~ SPR022 5.1 Safe 0 eratin Practices (continued) and load handling areas identified on the load path drawings. Ef heavy loads not'dentified 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 the plant procedure.

24. Before starting to hoist, assure that the hoist ropes are

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not kinked and that any multiple part lines are not twisted around each other.

25. The hook should be is 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, gantry and mobile cranes.

MMM-020 Rev. 1 Page 12 of 63

~ SPR022 5.2.1 0 erators and Si nalmen In, general, all operators shall be signalmen and all signalmen shall be operators, except under conditions when the foremen. (or higher authority) authorizes the use of a knowledgeable non-operator as a signalman. All crane operators and signalmen will be trained, qualified and instructed to conduct themselves in accordance with the requirements of this procedure with no exceptions.

Cranes shall be operated only by:

1. Certified operators

2. Trainees under the. direct supervision of a certified operator.

3. Vendor'aintenance and test personnel when it is necessary in the performance of their duties.

I 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 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

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slow speed. If the switch does not operate properly, he shall immediately notify his supervisor. If the 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.

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2. Vhere manufacturer's specifications are not available, the limitations assigned to the equipment shall be based on the determinations of a qualified engineez 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. 1 Page 13 of 63

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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.

5. 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, heeither shall not remove it until the clearance has been removed it there or equal authority as per by the person placing Procedure AP-20. 'perating

8. Before closing the main switch, the operator shall verify that all controls are in the OFF position and that 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. Vhen starting the bridge and the load or hook approaches near or over personnel, the warning signal shall be sounded.

11. 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. Vhen 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 63

SFR022 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 be adjusted or repaired before operations are begun.

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,

7. 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 63

SPR022 5.2.3 Mobile Cranes (continued)

10. Use common sense. Safe operation depends on the operator and his actions'l.

Manufacturer's ratings shall never be exceeded.

5.3 ~Si nals Signals to the operator should be in accordance with the standards prescribed in ANSI B30.2.0 - 1976 unless voice communication 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.

Lower- With arm extended downward, forefinger pointed down, move hand in circles. small'orizontal Trolle Travel- 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.

Emer enc Sto Arm extended, palm down, move hand rapidly right and left.

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).

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 63

SPR022 5.3 ~Bi nals (continued)

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

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

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 in'spections 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.

5.4el Overhead and Gantr Cranes 5.4.1.1 Fre 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 e

5. Slings

6. All functional operating mechanism

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

These inspections will not require written documentation.

MMM-020 Rev. 1 Page 17 of 63

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 or corroded members

2. Loose bolts or rivets

3. Cracked or worn sheaves and drums 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 Ins ections Prior to operation each day, the operator shall visually, inspect the crane for:

1. Leakage in lines, tanks, valves,, jumps 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 63

SPR022 5.4.2.1 Fre 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 ~Testis 5.5.1 Overhead and Gantr Cranes Prior to initial use and after major repairs, 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 otl.'erwise 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:

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 test.

5.5.2 Mobile Cranes Mobile cranes shall be tested in accordance with applicable portions of ANSI B30.15. A separate testing procedure shall be written to include the requirements of ANSI B30.5 and B30.15.

MMM-020 Rev. 1 Page 19 of 63

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 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).

Operators must:

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 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 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 gross loss of function thereof

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5. Operate while under the influence of alcohol or prescribed or nonprescribed drugs that could affect operation 5.6.2 T~nninin After qualifying physically and mentally, the candidate shall receive classroom and practical "hands-on" instruction and practice.

MMM-020 Rev. 1 Page 20 of 63

SPR022 5.6.2 T~rainin (continued)

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 ~Testin P

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 (80% or above).

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 satisfactorily demonstrate his operating skill to the maintenance supervisor or his designee.

Certification will be verified by the maintenance supervisor on Attachments 3 and 4 and placed in the operator's training file.

Training records shall be readily available for review.

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

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

MMM-020 Rev. 1 Page 21 of 63

SPR022 5.6.5 Recertification (continued)

2. . Practical recertification will be accomplished by an oral or operationa3. 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.

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.

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.

When 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 10% of the original diameter of the crown or if binding occurs during the pin is worn, pins are bent of 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.

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 63

c SPR022 5.7.2 E~ebolts 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.

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:

E ebolt Efficienc Factors Direction of Loading  % of Special in Plane of Eye and: Rated Capacity Along axis of eyebolt shank 100%

15 from axis of eyebolt shank 65/

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

1. 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.

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 63

SPR022 5.7.3 Turnbuckles (continued)

3. Mhen 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 or 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, or 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.

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

',I Manufacturer s identification should be forged, cast or die stamped on a low stress and nonwearing area of the hook.

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

3. Shock loading'shall be avoided.

4. 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.

MMM-020 Rev. 1 Page 24 of 63

SPR022 5.7.5 ~Slin s 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.

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 I ifting 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 excess of their rated capacities.

5. Slings used in a basket hitch shall have the loads balanced to prevent slippage.

'. 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 63

SPR022 5.7.5.1 Safe 0 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.

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 are 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 shal'1 not be used at temperatures in excess of 180 F. Polypropylene web slings shall not be used at temperatures in excess of 200 F.

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 will have a minimum safety factor of

5. 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% of the static load or 5X, 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.

MMM-020 Rev. 1 Page 26 of 63

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.P 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 5.7.5.3.1 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 400 F 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 63

SPR022 5.7.5.3.1 Wire Ro e Slin s (continued) k

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 r

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 nthetic Web Slin s

l. 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 of 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 ~Stora e Slings shall be stored in a location protected from physical damage and the detrimental effects of weather.

MMM-020 Rev. 1 Page 28 of 63

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

1. 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. En 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.

4. 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 clearly 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 discarded 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 63

SPR022 5.8.2 Jacks

1. 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

1. 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

1. 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 20% of the ultimate strength of the base material.

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

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. 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 63

SPR022 5.9 S ecial Liftin ui ment e

This section applies to Special Lifting Equipment in conjunction with overhead cranes, mobile cranes, monorails, etc., for the movement by hoisting.

5.9.1 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 '.2 Ins ections

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

These inspections shall be without written reports.

2. Periodic Ins ections - Inspections shall be performed by an individual designated by .he responsible supervisor at intervals not to exceed three months in length for indication of damage or deformation.

Welding, 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

.1 requirements for repairs or alterations are provided in the design specification, these operations shall be governed by the same requirements applying to the original fabrication.

4. Defective bolts, studs and nuts shall be .replaced rather than repaired.

'g. ~Testin - Testing will be in accordance with Reference l.

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.

MEl-020 Rev. 1 .Page 31 of 63

SPR022 5.10 General Hardware (continued)

3. Rigging accessories and slings used for critical lifts should be reserved for that use where pra'ctical.

5.11 Haintenance and Re air All welding during crane repairs is done by a welder in accordance with procedures that meet applicable American Society of Hechanical Engineers of American Melding Society Standards and according to manufacturer's directions. Mhere 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 Page 32 of 63

SPR022 Standard Hand Si nals for Controllin Overhead and Gantr Cranes Hand Signals for Controlling Overhead and Gantry Cranes L

I Ii LOWER ERIOOE TRAVEL.

TROLLEY TRAVEL EIIEROENCY STOL IAOVE SLOWLY SRJLTIRLE TIIOLLEYS NACN ET IS DISCO'I ECT ED MMM-20 Rev. 1 Attachment 1 Page 33 of 63

SPR022 Crane 0 erator Certification Fh 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. 'ave 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

c. 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 MMM-20 Rev. 1 Attachment 2 Page 34 of 63

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 Operator 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

'

V'aste Handling Bridge Crane Maintenance Shop Overhead Crane Mobile Cranes Verified by Maintenance Supervisor MMM-20 Rev. 1 Attachment 3 Page 35 of 63

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

C~rane s Folar Crane A ~ it Pass a wr t en'xamination cons is t ing 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 '

'ate 6

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-20 Rev. 1 Attachment 4 Page 36 of 63

SPR022 Crane 0 erator Certification'x)

(Ini:tial) (Date)

~Crane s 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 e 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"20 Rev. 1 Attachment 4 Page 37 of 63

SPR022 Crane 0 erator Certification (Initial) (Date)

~Crane s Spent Fuel Cask Handling Crane A. Pass a written examination consisting of ANSI B30.2-1976, CH2-25.3, 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 physi.'cal and mental requirements for crane operator and verify that (Name) (Badge Number) meets the re'quirements 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-20 Rev. 1 Attachment, 4 Page 38 of 63

SPR022 Crane 0 erator Certification (Initial) (Date)

~Crane(s New Fuel 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 Controls-Layout Function Date Crane Operator

5. Standard Hand Signals Date Crane Operator

'. 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-20 Rev. 1 Attachment 4 Page 39 of 63

SPR022 Crane 0 erator Ce'rtification (X) (Initial) (Date)

C~rane a grate Handling Bridge Crane A. Pass a written examination consisting of ANSI 830.2-1976, 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-20 Rev. 1 Attachment 4 Page 40 of 63

SPR022 Crane 0 erator Certification (Initial) (Date)

~Crane(s Ifaintenance Shop Overhead 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

~ 'ate 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-20 Rev. 1 Attachment 4 Page 41 of 63

SPR022 Mobile Crane 0 erator Certification Crane Cranee Hake/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>>20 Rev. 1 Attachment 5 Page 42 of 63

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

1. Verified to be physically and mentally qualified.

Verified by Date Haintenance Foreman

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

Verified by Date Haintenance 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 Maintenance Shop Overhead Crane Mobile Cranes Maintenance Supervisor Date HMM-20 Rev. 1 Attachment 6 Page 43 of 63

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EH1-20 Rev. 1 Attachment 7 Page 4S of 63 (continued)

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SAFE LOAD PATFS FO'. vU4MOUS Eg3IP?ANT AS IDZPZIFIED SPOCIFI(.'OD3R MMM-20 Rev. 1 Attachment 7 Page 46 of 63 (continued)

SPR022 Safe Load Paths MAD RENTAL PAH1S FOR:

1.LP 32 Outer cylinder 2.LP $1 Rotor I

~ I

~

XXXxxxwxwyv

~

l I lII14a lll llrlrr ~ ~~~ I I I ~ ter I lto

'I cN

<<<< C::a ~ I ~11>>I C==~ trOO C==Z Ctrth

~

<<rlt ~1 Ar ll'tOX ~

~

g C..3 C::J

~ ~ C:.3 C..j lt

~L i V C a ~ tlwWe E.".

"~4m

~ '

I g I", I-.n t.'.' Cll ltfl II I ~ 41 I I ~ I~+ f mC LA M I

,C rr ~ ~It C

If<<

-ll o<<...,-.'rr.rt ~ ~~ ~

I a .<<r Crr ae.g P " I r 10 <<1, ~ 111 r<<t

~

I l<<<<

<<w 1 M~1tl l ~

~ <<CAT Lt I I

I V

I'1 24 56 tf 69 30 6R hS

<<if 40 n

MMM-20 Rev. 1 Attachment 7 Page 47 of 63 (continued)

SPR022 Safe Load Paths MAD R1&7VAL PATHS FUR:

1.1> Il (XIIICYLINDER 4. LP f2 RVIOR 2.LP 42 INNER CYLINDER 5. LP t2 INNER CYLINDER CCNFR 3.LP JAP SfQPr S ~

CC MC@

csosso4sr'st IIII44 /

I'Os I~ cs w cs>

mors ~ CsO~OOs /'

l S SS I ~ IIV A

)

~ 44Ic4C SC>s\s OCrC ~ > CO OO /

iC.3 L

'tl I,.!IIS,.

C::3 C::2 C::3 C:;-" " --. --;:. - -.~,! ~g

~:-::;~ ;::..I'j--,,L:=-:.:='.-~~~

~sscr

~ >OIOOM44 444444sf4

~ C>>C4OSO

- . ~~s, I - ~

r ~ ~

I~ g4 Zl lrr CC, 50 SO 0 55 IV< j 40 IC 4Q If J6 59 62 er . 72 44 MMM-20 Rev. 1 Attachment 7 Page 48 of 63 (continued)

SFR022 Safe Load Paths I ~ ~ tl MM) R1MVAL PÃ01S PORz

4. HP Rotor with extension 1.LP 91 a l2 CrOSSOver pipe SeCtiOnS + ValueS and tee'S

5. HP Blade ring halves 2.LP 41 a 42 Blade ring halves

6. HP Cylinder cover 3.LP ll a 02 nnner linder covers

7. Generator fields(rotor)

I I I s

~ s >4 S<< .Isa }0 Ts C

o, ~ ~ s fit CTI'.e&e m~~~qrno+ l I <<

~ l

)

~ ~ ~

lC 9 99 I."1 19 Q4 Q7 M ~ JQ 59 CR g MMM-20 Rev. 1 Attachment 7 Page 49 of 63 (continued)

SPR022 Safe Load Paths 732 73 I C 5PACE<5 ED 15LIO ~ <95LIS ENVELOPE Of IL MAIN HOOK TRAVEL 76K WHEN CARRYING CASK UNDER ADMINISTRATIVECONTROL 742 752 75v 762 76v I

1 ..II ..

I N

~ TIA O ... I 21ILO I

I I 0

D . I'7LL:,

I I "

I'P II ~ 4w CARLO I 4 HAMS<CA%<

I I ECM7II<PAE l4T I

~ % HATCH COVEIL ILI O'S'H STOREEP LOCA<Tg&E

~ << , ~ CCE55,

<<A<0<<<C<

~

RoOM TO CA5~

ROOF RL CRAAIE<

>O L<. ATF EL 2I.OO' ENVELOPE OF E MAIN HOOK IRAVEL PARTIAL PLAN AT EL. 286.00'OR DIMENSIONS SEE SHEET 1

$ <<I Affo<<<<AA<<<$ <<VCII AV H>AI<< V< V'<

C>> ' m D<<v<r< A I << I I'. <Aqu l<NAI IA<AI< A<<AI <IH << I tv v

<< I I VI I I A' <I A I

'~1

<

VAI"~ ~ AIA A<<IICA' 'I<A7<I I vvl IIIrIS ~ S<< ~ < II

~ < ~ <vv< rk ~ <<vvv<<<v<v ~ <r<A< flGUHE 9 I 4 0 I MM-20 Rev. 1 Attachment 7 Page 50 of 63 (continued)

SPR022 Safe Load Paths II 0 51 12 '0 1

IH 0 IS'FH IOC.OF REHOVASIE CARRIER(lu AP44 ENVELOPE OF PL MAIN HOOK TRAVEL WHENCARRYINOCASKIINOER ADMINISTRATIVECONTROL

~

'El'ECT+OAISRQA11 1COIA CDI. ZI IDCOh 55IFOR C'5I(1 QOOg El 2554, S'rOCACEuleh FOR T'YIIOSE FOR RIACRO CO&, wTR OQAIAI OVRAICICASK HAAFCHICA IIRIOOt CRAAIE) FEOIA Alhl CHCs.

HANPLIIKi OIA.V)

"r~( T aI CAEN I CASK HERO L 't Vl

~ ~

I 2

5 p'. !

UI a I SSiHICR- ~

t OKIVC .C'tg>> +.L

~ I cwIT'r V M

" SAN(ICE EECE>S '/i IIH ~

Ol

,~ I COvCR ES 0 Q I

StruT FOE( POOh I (IHI24)

~~.INF,"g,QQL~ I I

~j.:: h'M E

0' A CA ELECT QECESFTAChCS

'

V 1 .. ~ CRAAIE 'A(OP I L

10'

- ES SllOR ENVELOPE Of FL MAINHOOK TRAVEL W I 1l CH (Th H $

(XIAOIA)

SPEIIT FI)EI.

RANOLINCATOOI. ROOF Rh 25(A.OO (2'.C)

I(5'.0 CIOl 59 PLAN AT EL 286.00' 73 73'NIL nwhs~. i1 (HI ANON HAHNIS HUCI I AH II5HIH kt AHI hh V PHD II I ht I ISHi y 1HI SINAI SAII IY Ahhllu'I Hl > ~ H<1 I'I hll IVII I 4-a HA1H

~

~ lhlh ohN5 ~ Ahll lh' Ihl. I Ihsl l Shih A'I' I lt ~ HAI HAH It~ h Vii IIIIVNE'J I I I MMM-20 Rev. Attachment 1 7 Page 51 of 63 (continued)

SPR022 Safe Load Paths ENVELOPE OF IL MAIN HOOK TRAVEL WHEN CAIIRYINGCASK VNOEA AOMINISTIIATIVECONTIIOL ie-o EO54 I SIA

~

'g<PlrJ.

kilt I DCK

~ CAIRO(TYP) RQP'/fir,,~r~kgi(iir'P '

M r U ( ~ A "\ ~ @ ~AID N

I SEALS OETECOOII SITA. ~ I

), )

I /I 'NNA'

-I COIAIA COOL viYR P EL.1T( tl TRArI5fLR PNM I aa NNL( 555)

I  %'L'NNS

(%fry)

I

(

MATCHLINE GACTOR AU)L 6 l-OG

'Ke DWG. 2ICI5 6 OI T 4 '287

, ENVELOPE Ol IL MAINHOV f IIIAVIt.

PLAN AT EL. 216.00'.

AVIV!'VIVII 4 I~

FOR DIMENS(ONS SEE SHEET 1 LNt AVON NAAIIISNLICLIar PI)*I V ALANI f

IV!VIVVPOWYI I I PII IIIII'rar

~ INAL IafllYAVALYLILNIYI)VI I LrtNI I LN I I ALY I'r A' MAINNOOA ANALAL 'ariL LNYtliNI'IIII 4 I

~ <<VII LarNr! I alii I'r ~ I

~ FIGVRI 4 I a IT MMM-20 Rev. 1 Attachment 7 Page 52 of 63 (continued)

SPR022

,Safe Load Paths ENVELOPE OF Q MAIN HOOK TRAVEL WHEN CARRYING CASK UNOER AOMINISTRATIVECONTROL 'St T3 Do't9 i ~ t. ~ 4 'I It I~ ~

ITNGGI. '.

I 4 IP (Nt

~L Il t~

ENVELOPE OF PL MAIN HOOK TRAVEL

'IG 4 ~ 4 IIS O G SING~S Gt 5 KI I 99 O PLAN AT EL. 236.00'OR DIMENSIONS SEE SHEET 1 ANlttOttININO IS SNT ARON HAflAlt NVCLIAR IONI4 PLANI CNOI~ Pottet ft LtyftlCGIIIOftlY IINALtAf tfY ANALYtltRIIORI SPI NO I IIIL CASK CRANE MAINNOOK ANOCASK IRAYfl INYfSOIL($ Stlftf t 4'l Otto CAA ltol GMI FIGURE 9.1.4 ~ II MMM-20 Rev. Attachment 1 7 Page 53 of 63

{continued)

SPR022 Safe Load Paths 7hz 4 75'6'6x Io k 95 O SAYS E9 I'5 73 ENVELOPE OF CL MAIN HOOK TRAVEL I WHEN CARRYING CASK UNDER ADMINISTRATIVECONTROL 74z 75z j

RAIL STOP R R CAR W/SPEIAT PVEL SMIPPIMC CASK AIRTIGHT SLIP IM4 POOR ~ WASVPPWN AREA O EL 244 OO'R

<'RACK I l2NA4W. CURB RECESSLP ELMS CP CIIC IS EL ZINO 25' M ~ I

',

LOCK . ECOP'4%0'IRTHAHT SL. I ~ 4A LIAIS SLIPISICI POOR ILI M~r.@ LM POSI Tf&ki I I ~ 4A AIAI5 OI4 0 44 V I LIIII T 'p I z I ANn (mj LKa41 PMI.

AIR LAV.

I ~ 45 IJIJS Il K

k 4DI WATER'IK (BT FIELD) "

rslopsLLER PAI4 G I5 I 4x

~ ASSIS ENVELOFEOF r MALN HOOK TRAVEL PARTIAL PLAN AT EL. 261.00'OR OIMENSIONS SEE SHEET 1 SMSAAOV HAIIAISNVCLI*RIOWIII ILAM'MOIMI OOvI'Ct S LIOAI COfkIMof IlfIALSAIS IY AMkLVSIS IISAOAI Sf(N I f VLL CASK CRANE MMffIAX)KAkVCLSL IRAVIL SMVILO LS S>>ILSI IO&O'kk I WO Ik Vf Okf Ill FIGURE 9.1.4 IO EM-20 Rev. 1 Attachment 7 Page 54 of 63 (continued)

SPR022 Safe Load Paths RIDDLES SELF CODDT*IHIEO OF PL MAIN HOOK TRAVEL ~ e.TRDHDJo)HD)v TADIK WHEN CARRYING CASK UNOER 1>>4TWI 24I.OO'NVELOPE TAAIK

'IDEL.

ADMINISTRATIVECONTROL

()54>O)

SILTRASOAIIC

.t SERVICG 5IQIH t Cl E N R AT0 It

(>>A d)I DA NLI SPACER PIM4 N

CASKLOAOIM4 POLI Ot CO $ $TAIIINATIOAI FL ER 24O OO'ASK HEIHE$5) ENCLOSURE I

7

/D IIOAE'S Cvt nt < af-IPIH '5 lf OJi. CASK voRE CCILER6E I tl NQS IAH/AI4 v JO VLI CATAK VO)tt Y I Il K)1 St )

HjvID TTOOF GL.EIJ9 T V

4 J NGVT $$$ 5IL A HV HIH SF)5$ 5 T H . CO$ ITHQER5QYQ COIIC FUEL RACKS O ll A

'5 (4 GI O 5H I 'TCI S)  %)0 1)

FL,aL 24C OO' IV ll

)Ft s ~ I Jto COLT ~v H J 'L vl OO LAIC)SR (tvtl )

ENVELOPE OF IL MAIN HOOK TRAVEL HH)DH DD Hlnv 59 ,I 73 73Fl,Alvin'HHD PLAN AT EL. 261.00'OR OIMENSIONS SEE SHEET 1 AOII OHD ~ Ol VO l ~

5)HIAHO)D IIAIIRIIIDIDRIIAIDI )HDI O DSDO I CDDHD Hv Powrl )s I P I IDDDPD v

~ HOAI Silt IV AHD))l VIIS VI ~ )OH SPIN I IIIIADDI I ( ~

~ DAOD NOOK ~ S+S ~

IHVIIOVI$ SIHII I I ol ~ onv VADD)Dsovjl)D)vloHHDHH FIGURI. 4 I A R MMM-20 Rev. 1 Attachment 7 Page 55 of 63 (continued)

SPR022 Shackle S ecification SIIACKLE5: STnRN4TII OP SIIACXLIIS There are two types of shackles commonly used in ngging. They are the anCnbr I bow tyoef I

ShaCkl ~ and cnain (-0" type) snackle botn of *Cg+ A t',g which are avauabkl with screw pins or round 4 PNlL SIOCa klaiee uheln Maa. Sale ShackNS. like most other nggihg hardware Ouhwlar Al An,warning Uwd are sised by ole dlametsf of the steel lh \lie bow I inc has I lkicnesI Sin9ie Vehlcsi section ratnef than lne pin site. They snould Q I Pua IPOIinesl ohiy be of fofged alloy steel. Asi Si dd5 Ifefer replace tne snackl ~ fkn wnh a bolt.

only the prooer htled pin should be used. Bolts afe not intended to take the bending that is ah 1~

lan ir. si gl U t~

1.000 2.000 normally aoplwd to me pin, 4000 Ifefer use a snackl ~ d the distance between t a.000

~ ~ I NH 9.500 Ine eyes is greater than listed m tne fonowihg I~ I ~ 'a 9.500 table. All pins must oe straight and all screw I 13.000 I I> ~ n 17.000 fkns musl oe comoielely sealed. Cotter pins I' I>au 19.000 must be Used with all rouild pih shackles. I' 2 'll 2a.000 Shackles worn in tne crown or tne pin oy II I 2 iilore fhail 10. ~ of the anginal diameter snould ~ . I'I I 2 L~

be destroyed 1i ~ 2'I 3'

2 TO 000 Nevof allow a srlackie to oe pulled al ail 2' a~ 100.000

~ ngl ~ because tne caoaaty will be Iremen. i 5 150.000 OOualy reduCSd Centralise whatever ia Oemg 3 I 5 as 200.000 I

hoisted on tne oin by suitable wasners or soac. 4 9 ~ :I 290 000 I

Do not use screw oin snackleS if the Oin Can coll under ioao arl4 Uhscrew RfM-20 Rev. 1 Table 1 Page 56 of 63

'SPR022 Turnbuckles Weldless Construction For ed Allo Steel SVL = Safe Vorking Load Lo>>p>> 5 ve~aeo&~

5 See aey Gra~oea~

40~5~ l ~a tvneyvcsJ i'

Scca I 5 ~ l al' SOI ee v CCI

~ l I g(O ISO I g+

1.XO

~w~eeee al 't?SO

~ >>>> a~

SSCO LRXI egg SOXI

~ CO l0.0% S.OXI l~v IS%0 $ 0~

\"l Sl CO egO l+v %CO 1 Jf.M7 1'0 aalu P4 ~OXI Strength of Turnbucklea Va. Wire Rope .

~ ~

I D

Eye I

7'IONllllCXLX$ iri~ RIOa Siae Max. Dia. Sale Load D. Laed foe T.B. Guy. Etc.

u ash) (Tonsi {Inches) 2.2 Vi 2.1 3.6 3'a(e 1

N

]$ $

3.1 4.1 6.6 YS 5.5 7.9

]+

]3~<

9.7 13.1 1 N 10.7 14.0 2 17.2 17.6 2?5 ]Pa 21.6 28.0 26.1 2!1 1 ~a 28.0 Cj 36.7 ]5l 36.0 41.0 ],'0 41.3 M>iM-20 Rev. 1 Table 2 Page 57 of 63

SPR022 KTK ItOONL SttAttN IIOCNCL I SWYKL IIOON5 SOIIOKO ALLOY STEEL TYNICALSO OTNt 0 1400tt ISA/KTY IIACTON ~ $ ) SOISOE0 ALLOY 5TKEL tr

~ w CO I

.p

~ oo eeoo ~ leee ~ I eoee boa

'4tea Ionono

~

IDI>>t Kt>>

Oosn>>IO ss 'Too ot le>>os Sets Woieon0 Los>>

lo, ~

2'4>>

2 Tons T'I'INO>>

TIO Sst>> woo>> ooO Los>> I Set>> wotson0 Lovs sl Sotsoni

'oo>>nolo I ot It>>os I I~ 400

~ I~ SXI

~ $ 00 I

I I'>> 2 000 I Iot 2.$ 00 I' 4 000 4 SCI 4 I tee OSAIIS OXAS NOCNCS toVV $ .000 I' $ .$ 00 ICLEYIS TYNE AtoO EYK TYOKI 'L SONOKO ALLOYSTEEL to toil 5 COO ~ No Ioo>> 4 500 I e4>> ~ 000

$ 400 Not 5u>> Is>>astern Sat>>

I "4 OI Onton woo>>on@ Loss I'Y>> t4.COO ttnsn>>et loootnost IN 10.400 2 'Ai 2 'Io 11 000 12.$ 00 IL000

~

IISS

~ 4 t4%)

250 2Y>> ~

It 5.2$ 0 2 'tl ILsXN oo>> T.COO tSAXO IGLOO tilts Iol ~ AOO 20.000 ~ y 15.$ 00 5 'Ioe IVI~ I. ~

24 OXI 15250 5 ">> 2LsXO I 'Ios t'4 2LIXO r SS400 I V>> I 24.0CO OIIAIIISLAO IIOOXS

/'( }OLKYISTYNE A>XI KYK TYNE} I NCNSOKO ALLOY STKEL (SAFETY XKTN ~ 5}

ooo>> }SAFETY SACTOII N 4}

Ve o LANAI 'IIt 'Ie Voe 1 Y>> ~ .XN Ve loe I V>> L2$0 IIe 44 TAXO I Y>> Ve LIOO 1IY>> II LIXXI IYe LOXI 2 155tm IY>> I 110m 2 YS I 5250 IVo I Ie lvo 2LCXO 2 Vs tte loe IVI SOAXN I

OouOLS CLEVIS IASIXS wet>> lw Cant stntsbon IQgI 'I PRO>>O Ato>>Y St>>so Ye Ve t~ ~$0 2250 LOXI LSCO 2200 Vos ite IO.COO Vl 2250 1 IKSX} Ve LOXI III>>

1'Ie IY4 tot ILXIO IKON)

~ L200 tl~

L750 MMM-20 Rev. 1 Table 3 Page SS of 63

SPR022 Strength of Standard Sling Hooks S)undo rd Inside Cham. Thros) Rs)cd Cspsnly Hook Number

~aE A Open)ns II lnrArs 22 Y4 1 0.5

. 23 N ] I fc 0.6 24 1 ]]f 0.7 25 ]N ] lc 1.2 26 ]Ir ]s r 1.7 27 ]sf ] lf 2.1

] lf ]sf 2.5 2] ]sf ]Tf 3.0 30 ]sr 2 I II 4.0 31 2 2I 4.7 32 33 2ss 2$ 8 21 3

f 5.5 6.8 34 3A 3s/ 8.0 34a I 3 j< 33f 10.0 35 I 3 I ~a 4 11.0 36 4 4)s 20.0

~

38

~

4ls 5 30.0 Thd above values arc flir "Vulcan" 'and silnilarly de-signed standard hr)oks.

Thc capacity can hc fr))IIIII1)y thc dia)III.I<<r I)I th<< inde in the eye of thc le)k. ]f thc throat opening of any hook exceed" the dimension given above for the corresponding diam<<I<<r of eye, the kook kos bcc)I occrsrrar'r)cd a))d n)wsI

)lol bc )Iced.

MMM-20 Rev. 1 Table 3 Page 59 of 63 (cont:inued)

SPR022 llOllMET SL(N1$

Cree<<ear eLses sro Ierercrl Lc Leal Lee ~ rassle

~ aeaJ. TLcre Ir sale ~ arel Ia ILo sacro w.

~ Jereace <<Lere ILs leo eerL eaac eo res<< ls I<<csee ILs cearra lILcre os eaOcce cSLce Los I<<ehe calo occL lecLeJ ~ ILsrr Aeeace lars Iee ceca ~ erreaaor Lss oaII Iae oads. CacL rs arAol ~ la0 LsW el ao IAAfclleearL~

Icr cares I ere<<acr lc TIIIICIL

~ celery cao <<arcs

~ a<<car llrrlsrrlrc Ir OK, el Losocl Colrec0T Toes Lerel Ce0oceT Toes Creeresec Saceee Yorecel Cr<<Oo CLsscc lLl LO

'0A lLl lL0 0 ID Ll MMM-20 Rev. 1 Table 4 Page 60 of 63

SPR022

~ r MMooet e ~~$

Sctseot ASRISOASI SAT S SC744040 LOAN tt714470 I tt cxooeocss>>A

~

Ofter IOet SLtstOI oteue. erereeoe troat Sto<<, t>>ro tete Attstvst SITS corNeleto LoAos ectceet I

Closest eche re II ISetert tactor e Il (Vel SCAI Islet P=0

~>> No I~ 1.100 CO ts CO t~

12N IAOO I CCO No CO 1.150 IN LSR 1CO I.CO I.'ISO

~

~>>

I.ICO I 050 075 1,250 1XO 2.010 1250 LRO 1,100 1050 1.710 I.XR LSN *OR 2,500 1.7$ 0 1400 I XXI ~ CXI ~,150 1400 2.4R es 1510 ISN Lloo 4.4R LCO 1$ $0 ~ tre 22N 2.4R 0.400 5250 ~ .5N 1XO h>> 2 410 LCO Lloo ~ .CN ~ 000 1450 IN ATIXI LSN L<<O L,ISO L050 ~ .TCO Vt ~ IKO 7.CO Lta 44XI hrs LIN ~ 200 11.<<O LCO 1050 LTCO LXR 4CN 10 KO t.XO T AIR ~ XO

~t ~ CO 4 NO 117N I I.<<O S.RO ~ CO T.\Cl LXO I <2N ILXO NAXO 7.100 lte $ .500 t.loo 1$ CSXI I ~ .IN 15 400 0 1CO h tL5N T.NO SAIN 17.700 14,4O IO'2N trr It CO ~ KO 25 KO 21XO IL'Ioo ILOR I

11750 17 NO 10.XO 11410 27.SOO SI 500 SI.IIXI 1$ ,<<O 2$ .400

'ILTSO IT.SN I os II 7IXI nxo 11500

'IS No 21<<O 47 <<O tl r OR TN 21<<XI XI.CN II.TN tt,no I vs 217XI 11 000 40100 r.eN R Xo 22.7$ 0 IVt aooo

%.200 tl 2N 10,<<O ALCO 20 CO tt.t00 2$ 2N lt.700 St.<<O

~ I <<O 4$ .400 21TN l~

SAIN NCO aco

~ AXO n.SN 40 XO N 4XI SS.NI

~ I.XO I err rIIN 22 4IXI 24.XO 20 KO TI IN

~ I. too N 500 ro

4. 45KO

'ts Xo a co rI4xl 214XI

~ Ios rI

'I.IXO

~ too lo 4R 70 ~ 700 SL4R lt.tN NRO N TCO ALCO a Ios Irts SLSN

<<<<O

~ 1.$ 00

~ l.000 III.CO SLCO 111XO TS.ON aloo 55.$ 00 a.<<xt I'1st $ 7 000 NKO ~

000 NO tos 000 121 CXI 105.RO OCO 755N WCO NCO tXLICO 2 $ 7 CO 125 7N I I TICo ttoe aco aoR

$ 4 500

~ T,CO 14$ . Xo Ia 000 12$ 700 1504<>ret Corer>>r tsscn teertnett sess>>

TAOLX 1.11 too>> erst>>ror et'ee Stesttst f>>'-

los'V@

-r he'o Tor Oeoere Oose<< Sstcts eatrtett ~ ts I~ ~

Iei

~ re Stat>>r lr,~

2' ee 50'e

~ 5'e let ~ Oow ts<<A aatetett Seo>>

rlos's'tre L<<0et e'ee Lftst 70'e

~

oooo r 1ofte osseoo 44 ser eettte stet oooo W eeeseats4 steeoeo Oooo etsooeseecee etee I tee Iso>>seel ceese oeeo tee>>se ssoeofo tfoe rococo Ioeeo w

~

etsofsee os eoc we tteretef so seNe I.t t.

tetsw ttee toots ossteo ete set

~ e4 tsw stesee ttee eeesscel oteeeoe INeoec eeeeeco744 ft ceese ceee eeo etos w swee recess Iseee ossetoat Nloete toeece ssoeo ov tth se see we swats I.IL Seetoe ttr>>

vtstc 09et SLolos

~ e 2 7 Oesottt ~se Root. ItetsC I

~ 27 Oeootsc Oretc. Aeeroeoe est>> tteeer 1 toto Cess LOAOS TCIVICI2 IAxtstvsl $ AAtlvorvvtto LoAos eclvtcls

~ stet e 51 CSsrort Teller >> SI I 6 P 0 Vt I.IN

~e IAM I.TIO t~ 2.100 14XI I.CXI t.tlo ISN 2.<<O 1.0$ 0 t TN fee IA7R t~7$ 0 I.NO LOOO 1XO

~,4O 1.7$ 0 1750 1 CO 1250 1 IXI 1.000 I,CO t.ro ee 1210 1.750 4700 ~ .ICO LNO 2.%0 1OXI 1250 Loot $ 2N ~ 250 1N0 rr>> 1XO 1400 ~ .4R L$50 I 500 LTN ~ CO 'LCO S.ON ~ loo LMO I CO LXO LKO 7.450 Ltoo <XO ~>> LCXI 1750 'IL000 Ltlt T.too LON

~>> Lro I.NO 4.CCO LtN 1LTCI ISIN L250 II.$50 7~

$ .750 L250

~ .NO ft ~ .400 LSCO

~,CO Lloo 12.000 IT. IN N.too IS 400

$ .050 114R

~,AN LIXI

$ 500 7.100 IS,CCO I ~ 4$ 0 ll<<O LSCI 11 tCO $ .100 24.2N tt CO IT.MO 12,100 ts 120a L750 SL000 t15CO 1$ .400 110CO 1$ . CR It.CO aMO 27,4CO 715N ILIN I

los 17 CO tt Nt It.1$ 0 1$ .750 SICO aooo tl SLAB 450 24 VXI 20.7W IT.ON 21.000 I'vs Ios IIao 24 4XI II.IIXI II.XO 40 KO 22'IN

~ 1000 27.7CI 24 5N I ~ 000 24 407 lot lt ao $ 2.4XI ~ $ .4R 27.CO tLXO les lh 20 ao r.oxt 22,4R 5$ 400 II.CO a<<o 42.100 tl OXI lh r.co 24 ON N OXI $ $. <<O 45 XO aoR res tfs atN 27.OXI 21.7N 71OXI I.IN 71IN aloo

$$ TN NCOI ax>>

tl.KO TLOOO N 400 SLICO les I,<<O SLXO

~

NN0 a Ioo ~ 04R ~ I 400 leo 41<<O $ 4 NO N.CO Tl.CO N2N IAIN lho

~

N,CO 41CO IIS.CO N XO N OXI

\fe aoR r.lxo Ioo 000 N CCO TSSN 51CO 01OXI ~ LSN 124 000 tot 4XI acco lho IIOR ~ LTSO ICE.ON 101700 N2N $ 1.000 atN INOR IROR

~ 7.700 N 4O N.CO I

~ $ 50 1212N IIS.AN $ 4.2N NCR 2Ve tet 1117CO 12LIN rte ~ L~ II,CXI tn.CO 1st CO Ia4R t272N tee SLOXI II TPR 72.500 ITACO IN.OCO 254.400 IOLTCO XXL000 tcl TOI WAXO 111200 rts ICLSR 7$'.OR tloOR IALCO ICL200 the ltIAOO SI.IN 251000 2ILSN ITLSN 12LCO 0 t>>ee erect otetoot tstco tosteett Nero TAOLO 1 1 t 0 rrsec>>tet Orator rotc tr tatteett secre Vr'ae Settststo

<<t'at Stertor N'e r Vtt

' ~ te tre 1st Oevete tosses sotcte ro>>crest secre I et ttee I

0'e Lsttsr t'rs're Ies'

tr'e eel l erose 70'e Teste oetoee ete sor seato>>tet etee W

w Oetsesoo Io foes os>>s, seoattots soesoo ltoo roose: toete torose

~ ae ~ eeesse<< oseoeoe

~ tso oetNI te eeC Ones. tterotee St>>I 44 ttee Isrt roof&erases etsesoe toeeoc oeesoll oleo teeoc\ ssoee esooe4at os stere I 11 ttee ssoero>> et ooeso coco teeesee toots Ot 7&4.

local etesoc seeeee ~ cease leeee esooeeo ~ to loose All

~ oesco Iso>>a et Table 4 Page 61 of 63 gMM-20 Rev. 1 (unnuinusd)

SPR022 E ebolt S ecifications EYE 801.TS Shoulder Type Only Forqed Caioon Steel MIOIISS Stoctt SAFE WORKING t.OAOS ILBS) CORRESPONDING Oialheter TO ANGLE OF PULL

<Inchest Less than 45 Ii ~

500 Reduce Reduce Reduce O i(14 500 Vemcal Vemcat Ve meal t(4 ut 1~

2200 Loads Loads Loads z By By By LU 04 I(4

%500 5.200

<5%. 55VI. o~

I t(4 7~ RX, O

1 11(4 10.000 1%200 V

1 I(t 21.400 Hotel S IN1 (or plan(snou(der(ess(eye ooits are same as (or anoulder dolls under vwoca(load. Ant(ular (oeding Is not iecontmended.

~~~em Oasrea

~ w aayet ~

%

~~ ~

~

4e

&&aO ~

W~~~W~ 0 OW s4rtty IItgst eIIIQ C444OZT *1 lJCLMA tuu+

S4444 II4 Iml

%o Q l%

M He+0 ~4II W. EW l%

t% D%

l%

tW l% RQ

~ lM tss tR RR

~

SW h, IR RQ (% LQ tee RM I

MMH-20 Rev. 1 Table 5 Page 62 of 63

SPR022

~ Vnm a7e Soai

~ cene hi~a I Van trOVPI l EW W 50% N Od ~

~a e anne pl

%e aal eeys h

~

laaa ceo eea

~

la

~S~C a 1 ol~ ~

a.

lll9llfll01ltCH K70 ~

0 Q QQA IIIIa /

Qeteaea QAwsw %ww &e Ws el ~,

~~~ eee W le eeceac teI ~ ~y

%weHw Tyne Iee g auaI Iane

&~a

~ e aa a %me ea e

~ a aa ~ aae a a ee ~

aa

~ aaa

~

~eaw a ee

~ea~aa Iaaaaoa a

ee e ee ac ca

~ ~ / ///}

RK-20 Rev. 1 Table 5 Page 63 of 63 (concinued)