ML20039G590

Response to NRC Request for Info on Control of Heavy Loads, 6-Month Rept, Revision 1

ML20039G590
Person / Time
Site:	Point Beach
Issue date:	01/31/1982
From:	BECHTEL GROUP, INC.
To:
Shared Package
ML20039G587	List: ML20039G586 ML20039G590 ML20039G594
References
REF-GTECI-A-36, REF-GTECI-SF, RTR-NUREG-0612, RTR-NUREG-612, TASK-A-36, TASK-OR NUDOCS 8201180469
Download: ML20039G590 (73)

Text

i O

RESPONSE TO NRC REQUEST FOR INFORMATION ON CONTROL OF HEAW LOADS SIX MONTH REPORT FOR THE POINT BEACH NUCLEAR PLANT UNITS 1 & 2 fi WISCONSIN ELECTRIC POWER COMPANY s_/ .

Prepared by Bechtel Power Corporation San Francisco Revision 1

, California 94119 January 1982 8201180469 820112 m,* p DR ADOCK 05000266 y PDR 112/6

('N 4. RESPONSES TO NRC REQUEST FOR INFORMATION, GENERAL REQUIREMENTS

\_/ FOR OVERHEAD HANDLING SYSTEMS 4.1 NRC Question 2.1.1 Report the results of your review of plant arrangements to identify all overhead handling systems from which a load drop may result in damage to any system required for plant shutdown or decay heat removal (taking no credit for any interlocks, technical specifications, operating procedures, or detailed structural analysis . )

Response

A survey of . 'oint Beach Nuclcar Plant was performed to identify the overhead handling systems from which a heavy load drop could result in damage to any " safe shutdown equipment", (as defined in Appendix A). These handling sys-are listed in Table 4-2. The plant structures reviewed in-cluded the reactor containments and facades, auxiliary build-ing, fuel storage areas, control building, turbine building, service building and the circulating water pump house.

Craner and hoists have been reviewed without consideration for:

(a) Electrical or mechanical interlocks which could pre-(~)T

\-

vent the movement of a crane or monorail hook (carrying a heavy load) over spent fuel, the reactor core, or safe shutdown equipment.

(b) Operating procedures which are used to control the movement of a heavy load along a safe load path.

(c) Location in an area of the plant , such as the containment, which is normally unoccupied during normal plant operation.

(d) Cranes or hoists used only for lifting a load or loads when a unit is in the shutdown or ref ueling mode of operation.

Additionally, it has been assumed that if a heavy load is dropped, it is capable of penetrating the floor or floors beneath the handling system, with subsequent damage to safe shutdown equipment located below the floors.

112/6

4.2 NRC Question 2.1.2 Justify the exclusion of any overhead handling system from the above category by verifying that there is sufficient physical separation from any load-impact point and any safety-related component to permit a determination by inspection that no heavy load drop can result in damage to any system or component re-quired for plant shutdown or decay heat removal.

Fenponse The overhead handling systems identified at Point Beach as having sufficient physical separation from any load impact point and any safe shutdown equipment such that no heavy load drop could result in damage to safe shut-down equipment are listed in Table 4-3.

4.3 NRC Question 2.1.3 With respect to the design and operation of heavy load handling systems in the containment and the spent fuel pool area and those load-handling systems identified in 2.1.1 above, provide your evaluation concerning compli-ance with the guidelines ot MUREG 0612, Section 5.1.1.

The following specific information should be included in the reply:

4.3.1 NRC Question 2.1.3.a Drawings or sketches sufficient to clearly identify the location of safe load paths, spent fuel, and safety re-lated equipment.

Response

The location of the spent fuel pool, the reactor core, the contai nment and the safe shutdown equipment whi ch may be affected by a heavy load drop, are shown on Figures 3-1 through 3-7. Safe load paths Figures 4-1 through 4-30 were defined only for those cranes whose interactions could not be eliminated due to separation and redundancy or those that do not carry heavy loads over safe sh'2tdown equipment. Safe load paths were defined for the turbine building crane, the containment polar cranes and the auxiliary building crane. All other cranes were eliminated based on the analyses performed for the Nine Month Report.

O Entry 6 4-2

In the auxiliary building, all. spent fuel.is stored

,, in the south pool. Any heavy loads will be carried over the north pool and the spent fuel pool heat exhangers, with the exception of those heavy loads shown in Figure 4-30. A load drop on the spent fuel pool cooling system would cause a loss of spent fuel pool'ccoling. The loss of pool cooling was previously reviewed and was deemed acceptable by the NRC i.n the Wisconsin Electric Power Company submittals covering re-racking of the spent fuel pools.

Due to the congested nature of the equipment inside containment it was necessary to give priority to safe shutdown equipment locations when defining the load paths as opposed to carrying heavy loads over structural members (beams).

The final safe load paths will be kept in locations -

convenient to the applicable cranes. Safe load paths will not be physically marked on floors or structures.

It is the opinion of Wisconsin Electric Power Company that such markings would be unduly confusing and at-tempting to follow such markings would hinder safe crane operation.

4.3.2 NRC Ouestion 2.1.3.b A discussion of measures taken to ensure that load-handling operations remain within safe load paths, including procedures, if any, for deviation from these paths.

Response

Procedures are used to control the handling of loads by the turbine but 1 ding crane, the containment polar cranes, and the auxiliary building crane to ensure that the loads remain within the safe load paths.

These procedures, in conjunction with the safe load paths minimize tc the greatest extent practicable the potential for heavy loads to impact irradiated fuel in the reactor vessel, the spent fuel pool, or the safe shutdown equipment, should such loads be accidentally dropped.

Deviations are not permitted from the prescribed Safe' Load Paths or procedures without prior approval of the Manager's Supervisory Staff.

O 112/6 4-3

4.3.3 NRC Question 2.1.3.c A tabulation of heavy loads to be handled by each crane which includes the load identification, load weight, its designated lif ting device, and verification that the handling of cuch load is governed by a written procedure containing, as a minimum, the information identified in NUREG C612, Section 5.1.1(2).

Response

Tables 4-5 through 4-4.1 provide the response to this question. For each handling device, the tables list applicable information in the following categories:

building location, reference drawings , - crane capacities ,

loads lif ted, their weights , associated lif ting devices ,

, and safety related items in the potential load drop areas.

Only those tables for the handling devices listed in Table 4-2 were updated since these are the only devices which will be considered in the Nine Month' Report. All other overhead handling devices were previously eliminated as some do not carry heavy loads or are not located in the vicinity of safe shutdown equipment.

Point Beach Nuclear Plant administrative procedure PBNP 9.3, "Special Structural Limitations on the Lif ting of O Heavy Loads", has been reviewed and revised to incorpo-rate the findings of the review for the Nine Month Report.

4.3.4 NRC Ouestion 2.1.3.d i

Verification tnat lifting devices identified in 2.1.3-c above comply with the requirements of ANSI N14.6-1978 or ANSI B30.9-1971, as appropriate. For lifting de-vices where these standards, as supplemented by NUREG 0612, Section 5.1.1(4) or 5.1.1(5), arp not met, describe any proposed alternatives and demonstrate their equivalency in terms of 1 cad handling reliability.

Response

For the purpose of this review the lifting devices t

considered were those that were found to be designed and used under the definitions given in Appendix A.

a) Special Lifting Devices Westinghouse Electric Corp. supplied most of the special lifting devices and has been requested to review the design of the special lifting devices O

112/6 4-4

which they supp]ied, to determine design, fabrica-(N x-)

tion, and testing compliance with the guidelines of ANSI N14.6-1978, as supplemented by NUREG-0612, Sec-tion 5.1.1 (4).

The special lif ting devices used in the plant are listed in Table 4-42 and their use noted in Tables 4-6 through 4-41 as applicable.

Of the four lifting devices supplied by Westinghouse, the High and Low Pressure Rotor Lif ting device will not be analyced since the consequences of a load drop over the condensate storage tanks, as shown in Figure 4-29, have been analyzed and determined to be accept-able. this ar.alysis is discussed in Section 4.2.2.1 of the Nine Month Report.

The Offset Lif ting Rig used for the turbine upper bear-ing housing will not be reviewed as the housings will not be carried over the control building area and safe shutdown equipment.

The Main Feed Pump Lif ting Rig will not be reviewed since the consequences of a feed pump drop on the load path over the control building have been analyzed and shown acceptable. This analysis shows that the floor slabs under the load path are capable of with-(~} standing a drop from 10 inches without spalling. This x- load will be carried within 10 inches of the floor.

The analysis is discussed further in Appendix B of the Nine Month Report and in the response to Question 2.4-2-d (Section 4.2.4 of the Nine Month Reporc).

The testing and maintenance requirements of ANSI N14.6 -

1978, Sections 5 and 6, "Special Lif ting Devices for Critical Loads", will be reviewed to determine the appli-cability to the special lifting devices in use at Point Beach Nuclear Plant. Existing Point Beach testing and maintenance procedures will be reviewed to determine conformance with the applicable sections of ANSI N14.6 -

1978, Sections 5 and 6 as part of the Westinghouse review.

A report, describing the review of special lifting devices, will be available upon completion of the above reviews.

b) Other Lifting Devices A review of the design of other lifting devices in use at Point Beach including ropes, slings, and cables was conducted to determine the design, fabrication, and proof testing compliance with the guidelines of ANSI B30.9-1971, and as supplemented by NUREG-0612, Section 5.1.1(5).

O 112/6 4-5

' All slings in use at the Point Beach Nuclear Plant, k'-} except those used in the turbine buildings south of column line 10 and north of column line 13, and those slings used in the transport of the turbine rotors, will be replaced with slings meeting the requirements of ANSI B30.9-1971, "Sli ngs " . In the interim, while the slings are being replaced, the old slings, which have been derated by a factor of two will be utilized.

This dorating was accomplished without regard for sling construction, splice, materials and type of hitch.

Rather, the derating assumed the lowest value for a particular wire diameter from the tables in B30.9-1971 for each wire rope sling. The table showing the derated values is given in the Nine Month Report as Table 2-2.

Wisconsin Electric Power Company takes exception to the requirements of B30.9-1971, Section 9-2.8.1, Inspection, which requires inspection on a regular basis. Since the slings are inspected prior to every use it is redundant to inspect all the slings on a regular basis. Any deterio-ration of a sling will be found during the inspection prior to use, and the sling will be replaced if necessary.

4.3.5 NRC Question 2.1.3.e Verification that ANSI B30.2 - 1976, Chapter 2-2, has been

- invoked with respect to crane inspection, testing, and maintenance. Where any exception is taken to this stand-ard, sufficient information should be provided to demon-strate the equivalency of proposed alternatives.

Response

Point Beach Nuclear Plant inspection, testing, and main-tenance operations have been reviewed against the requirements of ANSI B30.2 - 1976, Chapter 2-2. Plant procedures are in compliance with this chapter, with the exception of the containment polar cranes. These cranes are given an initial inspection in accordance with OSHA requirements prior to use. The major annual inspection f ulfilling the requirements of ANSI B30. 2, 1976 Chapter 2-2, is performed during the annual refueling outages as time permits.

O Entry 6 4-6

)

4.3.6 NRC Question 2.1.3.f Verification that crane design complies with the guide-lines of CMAA Specification 70 and Chapter 2-1 of ANSI B30.2-1976, including the demonstration of equivalency of actual design requirements for instances where spe-cific compliance with these standards is not provided.

Response

The design review of the containment polar and turbine building cranes as they apply ANSI B30.2.and CMAA Specification 70 is-given in Appendix B.

The Point Beach auxiliary building crane will be modi-fied to provide adequate redundant lifting features.

The modification will take into consideration the ANSI-

-B30.2, CMAA specification 70 requirements and Regula-tory Guide 1.13.

4.3.7 NRC Question 2.1.3.g Exceptions, if any, taken to ANSI B30.2-1976 with re-spect to operator training, qualification, and conduct.

Response

Existing Point Beach Nuclear Plant Training Program, TRNG 2.1 meets the requirements of ANSI B30.2 - 1976 Chapter 2-3, " Qualifications for Operators", with the following exceptions to ANSI B30.2 - 1976:

Item 2-3.1.7e The warning bell will be actuated only as required to advise personnel of crane move -

ment, rather than continously during crane motion.

Item 2-3.1.79 The main line disconnect switch will not be left open. Present operating practice is to leave it shut on some cranes, whether or not they are in use, thus reducing the delay when placing the crane in service.

Item 2-3.1.7n The cranes will not be de-energized for nor-mal maintenance since some maintenance re-quires that the power be on.

C d

112/6 4-7

Item 2-3.1.7o Crane controls will not be tested at the begin-(~}

\

s_/

ning of each shift. They will be tested at the beginning of each lifting operation.

Item 2-3.1.2b Existing Wisconsin Electric medical examin-(1 & 2) ations assure compliance with physical re-quirements as specified in Section 2-3.1.2b, 3 through 6. Future medical examinations, to be scheduled as soon as practicable, will in-clude eye examinations to meet the require-ments of Sections 2-3.1.2.b.1 and 2-3.1.2.b.2.

5. WIFCONSIN ELECTRIC POSITION il'ATEMENTS REQUESTED BY NRC LETTER LATib 12-22 - -

5.1 NRC Request Furnish confirmation within six months that im-plementation of those changes and modificat' ions you find are necessary will commence as soon as possible without waiting on staff review, so that all such changes, beyond the above interim actions, will be completed within two years of submittal of Section 2.4 for the above report."

Response

N-Wisconsin Electric Power Company will implement modi-fications found to be necessary as a result of the NUREG-0612 review as soon as practicable. Necessary modifications will be completed within two years of submittal of the nine month response to NUREG-0612, subject to availability and delivery of eqiupment re-quired for modification.

5.2 NRC Request Furnish justification within six months for any changes or modifications that would be required to fully satisfy the guidelines of Enclosure 1 which you believe are not necessary.

The criteria in NUREG-0612 are also applicable to applicants for operating licenses. Such applicants are expected to provide the information requested by item 1 above and to meet the same schedule of implementation as indicated in 2 above. Any item for which the implementation date is prior to the O

v 112/6 4-8

expected date of issuance of an operating lic'ense (q/ will be considered to be a prerequisite to ob-taining that license.

For any date that cannot be met, furnish a pro-posed revised date, justification for the delay, and any planned compensating safety actions dur-ing the iterim."

Response

Wisconsin Electric will furnish justificatio:t for not implementing modifications or changes which would be required to fully satisfy the guiddines of NUREG-0612 that we determine to be unnecessary. This justifica-tion will be furnished af ter the completion of the analyses being performed in response to the nine month report requirements of NUREG-0612.

o O 112/6 4-9

_ - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------.-.--a

l O

Appendices Appendix A - Terms and Definitions as Used !n Point Beach NUREG 0612 Review Appendix B - Containment Polar and Turbine Building Main Crane Design Review O

O 109/13

APPENDIX B

,r 3 CONTAINMENT POLAR AND TURBINE BUILDING MAIN CRANE DESIGN REVIEW

~

CMAA Specification 70 and ANSI B30.2-1976 apply to the Containment Building, Turbine Building and Auxiliary Building Cranes.

The Containment Building, Turbine Building and Auxiliary Building Cranes were designed to comply with EOCI Specification 61, whi ch was superseded by CMAA Specification 70. The differences between these two specifications which impact the evaluation of the safe handling of heavy loads are addressed below with respect to the Containment and Turbine Building Cranes. The Auxiliary Building Crane will be modified to provide adequate redundant lifting fea-tures. The modification will take into consideration the require-ments of CMAA specification 70 and ANSI B30.2-1976 and the guidance of Regulatory Guide 1.13.

It is to be noted that the Franklin Research Center, a division of the Franklin Institute, conducted a comparison of the recommenda-tions of CMAA-70 with those contained in EOCI-61. Generally, the requirements of CMAA-70 represent the codification of good engi-neering practice which should have been incorporated in cranes built to EOCI-61 specification although specific requirements were not contained in EOCI-61. The Franklin Research Center study is addressed in " Technical Evaluatior. Report", NRC Docket No. 50-334, dated September 24, 1981 performed under NRC Contract No. NRC 79-118.

r (h),

Hoist Rope Safety Factor CMAA-70 requires the hoist rope safety factor to be calculated on the combined weight of the bottom block assembly and the rated load.

This requirement is met by the Containment Builuing and Turbine Building Cranes.

Structural Steel CMAA-70 requires ASTM A36 structural steel; the ordinary structural steel for Containment Building and Turbine Building Cranes conforms with ASTM A36 and low alloy structural steel conforms to ASTM A 242.

Stress Requirements Although the specification requirements dif fer, the stresc requir-ements of CMAA-70 for bridge girders, end trucks and trolly frames are met by the Containment Building and Turbine Building Cranes.

Crane Hook Latches ANSI B30.2-1976 adds the additional requirements applicable to sa.fe heavy load handling that crane hooks have latches if practical in that application. This requirement is met by the Containment Build-ing and Turbine Building Cranes.

b m

109/13 _1_

~

Impact Allowance CMAA-70, Article 3.3.2.1.1.3 requires that crane design calcula-tions include an impact allowance of 0.5% of the load per foot per minute of~ noisting speed but not less than 15%. EOCI-61 speci-fies only a minimum allowance of 15%. Consequency, for cranes with hoist speeds in excess of 30 feet per minute, it is possible that the impact allowance applied under EOCI-61 will be less than that required by CMAA-70. Except for the Containment Building Crane auxilairy hoist speed of 35 fpm, the overhead cranes subject to this review operate with hoist speeds not in excess of 30 fpm.

"o comply with CMAA 70, the Containment Building Crane auxiliary hoist speed should be modified to limit speed to 30 fpm. Th e hoist wi!1 not be modified and is deemed unnecessary as all criti-cal loads are handled by dain Hoist.

Torsional Forces CMAA-70, Article 3.3.2.1.3 requires that twisting moments due tx>

overhanging loads and lateral forces acting eccentric to the hori-zontal neutral axis of a girder be calculated on the basis of the distance between the center af gravity of the load, or force center line, and the girder shear center measured normal to the force vector. EOCI-61 states that such moments are to be calculated with reference to girder center of gravity. For girder sections symme-trical about each princi pal central axis , e.g. , box section or I-

/~ beam girders, the shear center coincides with the centroid of the

(-}- girder section and there is no difference between the two require-ments. Box section girders are used for the Containment Building and Turbine Building Cranes.

Bending Stress CMAA-70, Article 3.3.2.2 requires that bending stress calculations include a wind load of 5 pounds per square foot in design stress calculations based on the sum of dead and live loads. EOCI-61 requires that the design of outdoor cranes include a wind load of l 10 pounds per square foot of projected area but is not specific concerning the combination of wind loads with other dead and live

, loads. Although the combination of a wind load with other design i loading calculations constitutes a codification of the same good i

engineering practice that would have been used in the cranes built to EOCI-61 specifications, the Containment Building and Tur-bine Cranes are installed indoors and therefore are not subject to wind loading.

Longitudinal Stiffeners l CMAA-70, Article 3.3.3.1 specifies the maximum allowable web depth /

thickness (h/t) ratio for box girders using longitudinal stiffeners l

109/13  :

L

and requirements concerning the location and minimum moment of inertia for such stiffeners. EOCI-61 allows the use of longi-tudinal stiffeners but provides no similar guidance. Requirements of CMAA70 represent a codification of the girder design practice and the design standards employed in the Containment Building and Turbine Building Cranes built to EOCI-61 specifications.

Allowable Compressive Strength CMAA-70, Article 3.3.3.1.3 identifies allowable compressive stresses to be approximately 50% of yield strength of the recommended struct-ural material (A-36) for girders, where the ratio of the distance between web plates to the thickness of the top cover plate (b/c ratio) is less than or equal to 38. Allowable compressive stresses decrease linearly for b/c ratios in excess of 38. EOCI-61 provides a similar method for calculating allowable compressive stresses ex-cept that the allowable stress decreases from approximately 50% of yield only after the b/c ratio exceeds 41. Consequently, structural members with b/c ratios in the general range of 38 to 52 designed i

under EOCI61 will allow a slightly higher compressive stress than

those designed under CMAA-70. This variation is not of consequence

) '

since the b/c ratios of structural members for the Containment Building and Turbine Building Cranes are 20 and 20.7, respectively.

i Fatigue Considerations 4

O CMAA-70, Article 3.3.3.1.3 provides substantial guidance with respect to f atigue failure by indicating allowable stress ranges for various i

structural members in joints under repeated loads. EOCI-61 does not

address fatigue failure. The requirements of CMAA-70 are not of con-l sequence for the Containment Building and Turbine Building Cranes

' since these cranes are not generally subjected to frequent loads at or near design conditions (CMAA-70 provides allowable stress ranges for loading cycles in excess of 20,000 cycles)' and are not generally subjected to stress reversal (CMAA-70 allowable stress range is re-

{ duced to below the basic allowable stress for only a limited number i of joint configurations).

l Hoist Rope Requirements

, CMAA-70, Arts :le 4.2.1 requires that the capacity load plus the bot-1 tom block, divided by the number of parts of rope, not exceed 20% of l the published rope breaking strength. EOCI-61 requires that the rated capacity load divided by the number of parts of rope not ex-

! ceed 20% of the published rope breaking strength. The capacity load plus the bottom block, divided by the number of parts of rope yields 8.62 tons and 8.14 tons for each of the Containment Building and Turbine Building Cranes, respectively. These values are less than 20 percent of the 50.1 ton published breaking strength of 1-1/8 inch 6 x 37 Improved Plow Steel - Fiber Core Wire Rope.

O 109/13 j

Drum Design Crushing 'and Bending Loads CMAA-70, Article 4.4.1 requires that the drum be designed to with-stand combined crushing and bending loads. EOCI-61 requires only that the drum be' designed to withstand maximum load bending and crushing loads with no stipulation that these loads be combined.

The combination of crushing and bending loads for the subject cranes could not be verified due to lack of information. However this variation is not expected to be of consequence since the require-ments of CMAA-70 represent the codification of good engineering practice which has been incorporated in the Containment Building and Turbine Building Cranes built to 'EOCI-61 specification although a specific requirement was not contained in EOCI-61.

Drum Design Groove Depth and Pitch CMAA-70, Article 4.4.3 provides recommended drum greove depth and pitch. EOCI-61 provides no similar guidance. The recommendations in CMAA-70 constitute a codification of good engineering practice with regard to reeving stability and reduction of rope wear and do not differ substantially from practices employed in the design of the Containment Building and-Turbine Building Cranes built to EOCI-61 specification. The Containment and Turbine Building drum groove depth and pitch meet the requirements of CMAA-70.

Gear Design k / CMAA-70, Article 4.5 requires that gearing horsepower , ting be based on certain American Gear Manufactureres Association (AGMA)

Standards and provides a method for determining allowable horsepower.

EOCI-61 provides no similar guidance. The recommendations in CMAA-70 constitue a codification of good engineering practice for gear de-sign and do not differ substantially from the practices employed in the design of the Containment Building and Turbine Building cranes built to EOCI-61 specifications. The Containment Building and Tur-bine Building crane gears are in accordance with AGMA Standards.

l Bridge Brake Design CMAA-70, Article 4.7.2.2 requires that bridge brakes, for cranes t

with cab control and the cab on the trolley, be rated at least 75% of bridge motor torque. EOCI-61 requires a brake rating of l 50% of bridge motor torque for similar configurations. A cab-on-

trolley control arrangement is not used for the Containment Build-l ing and Turbine Building cranes subject to this review. The Containment Building and Turbine Building Crane bridge and trolley brakes are rated at 100 percent of the motor full load torque.

l l

1 109/13 _4_

i I

r~ Hoist Brake Design b}

CMAA-70, Article 4.7.4.2 requires that hoist holding brakes, when used with a method of control breaking other than mechanical, have torque ratings no less than 125% of the hoist motor torque. EOCI-61 requires a hoist holding brake torque rating of no less than 100% of the hoist motor torque without regard to the type of con-trol brake employed. The Containment Building and Turbine Building main and auxiliary hoist brakes are rated at 150 percent of the hoist motor full load torque with electrical control braking systems.

Bumpers and Stops CMAA-70, Article 4.12 provides substantial guidance for the design and installation of bridge and trolley bumpers and stops for cranes which operate near the ends of bridge and trolley travel. No simi-lar guidance is provided in EOCI-61. The trolley and bridge stops incorporated in the design of the Containment and Turbine Building Cranes employ limit switches which stop the bridge or trolley prior to reaching the end of travel. These switches provide the equiva-lent effect of the bumpers or stops described in CMAA-70.

Static Control Systems CMAA-70, Article 5.4.6 provides substantial guidance for the use of static control systems. EOCI-61 provides guidance for magnetic

('N J control systems only. This variation is not an issue of conse-quence because magnetic control systems were generally employed in cranes designed when EOCI-61 was ef fect and the static control re-quirements identified in CMAA-70 constitute a codification of the same good engineering practice that was used in the design of static control systems in the Containment Building and Turbine Building Cranes built to EOCI-61 specifications.

Restart Protection CMAA-70, Article 5.6.2 requires that cranes not equipped with spring-return controllers or momentary-contact push buttons be provided with a device that will disconnect all motors upon power failure and will not permit any motor to be restarted until the controller handle is brought to the off position. No similar guidance is provided in EOCI-61. This variation is not of consequence for the Containment Building and Turbine Building Cranes since, except for the maintained contact master "of f-on" control, they are designed with spring-return controllers or momentary-contact push buttons.

O 109/13 >

(

g

\ (

Table 4-5 (Cheet 1 of 1) Bev.1 Cire. Water Pumphouse Monorail N-8 ITD' W CI.* C T m cf INa1M

30. i tair Service Lnft 5146 set. "EMA"88 he. Cap. free fvg.

1 (aX4 E

,, P-163 six pumps are eve 11able for operation. The plant can be safety shut down on three pianps. No connon cat.les, g uo switchgear or piping are under the monorell.

a. U 05 tr v tt r pir Ice Ite: Assoc. 1.1ftles Dev. Class *A* Impeeted

• Cless '3" !apacted Class *C.D* etc. lar.4cted

33. RC41e8 Weight Items

• Items

• Items

• 6 Servlee #6000$ W(re rope slings P3F ( A,B,C.D.E and F) Not Applicable Not Applicat le Water Service Water Pumps hanps Service Water Piping 6' Service d(o;o# Wire rore s11nas Service Water Electrical Water Pump Connections Motors

- Misc. 41750# Wire rope slings e

f f

'" Class "A" It;.as: . are those itess in thefree tall vertical trafectcri betweer. the load (ano its 11 ftir 4 dertte) 4:1 e%e first stractural floor.

Clase '3" Stems: . are those items it, tt.e traje: tory patt stat co .ti:aes after tt.e first structural floor is per.e;rstet ar.2 the rer.1tatt.tissile(s) fall to Lit the nort 1cwer (snat) stractaret floor. , .

Close 'C" itensit. are t%ee 11ets e the trajectory patt that coctines to the best laser (third) structurd (leer. ,

s u

f% ) f#w\

G

\)

w G 6

- . . . . ~ . _.. .- .. .. . - - .~. . . - - ~ - - . - .- 'y];_3_g,~-

Table is.6 (fheet 1 of 1) Rev.1 Cire. Water Pumphouse Munorail E.W ITLM F.M* *1t : P N CT IKt1M

30. Eqair Service Lsft 81 4 se f. 8EMARKS N= . Car. !rse Ng .

2 .. 60005 gg Jg P 163 Six pumps are available for operettor. The slant can be safely shut down on three ptumps. th corsson embles, 3y switchgear or pipin,t are under the monorail.

M ;6 u :=

tr.c 1s~nmen Ite: Assoc.1.1fttr.g Dev. Class 'A' lapacted Class '3" Impacted Class 'C.D* *tc. Is;ected No. Budled we18ht items

• Items

• Itess

• j 6 Service <6000# Wire rope slings P32 {A,B,C,D.E and F) Not Applicable Et Applicat.le Water Service Water Pumps Pumps Service Water Piping 6 Se rrice 4.6000# Wire rope stings Service Water Electrical Water Connections Pump l Motors l

-- Misc. < 1750# Wire rope slings Items 1

I

• • • Clas s "A" S teas : . are those Ste.s 1.s thefree fall vertical tra.*ector, l'etweer. the load (and its lifttr4 device) att e%e first structural flocr.

Class 'T tteass . are those items it. tt.e traje:*.ory path t*.At cont *.raes after tr.e first structural floer is per.e.tretet a:2 the rvraltet tiss11e(s) fall to hit the . sert 1erer (secar.1) stractast floor. , .

Clase 'C' itense are those Star.s tr. tt e trajectory yett that sectinues to the nest lauer (thtre) structural floor. ,

.s 6

i.

O O O

- . - , . . _ . .. .. . - .. . . - - . . , .. ~ .

. ." ' ~ ~ ~ ' .

Table b7 (Cheet 1 of 1) Rev.1 Unit 1 RPV Head Circular Honore11 ITD' Mr*.*p : r ev'CF Iga 1$5 Do. Equip . Service Lift 114e Fef. REMADES

50. Car. fier Ng .

A y

3 -- 4000# M-1 This monore11 is used only during a cold shutdown, while the reactor vessel head is in position. Safety analysis will hd ** $ be covered in RV head drop analysis.

,Rt b8 Ite !!?*7irficN lte: Assoc. Littleg Dee. Clase as* 1apacted Class *3" Impacted Class 'C,D* etc. Ingatted so. Ea:.Cled weight items = Items = Itens

• j 3 Stal 2650# Wire rope slings Beadtor '/essel Not Applicable Not A5911catie Tensioner 12 Reactor $00# Wire rope slings Head Stmis 1 Seal Ring 1000# Wire rope slings

)

)

i

?

e 1

1 i.

• • • Class *A* Stems: . are those'ite=s is thefree fall eertical tra;ector, betweet the load (ass its lifttr.d deelce) ar.3 e%e first stractural floor.

Class *B" Stems: - are those stess is it.e tra*ectory patt t*at ro: 1raes after tr.e first structurni floor is per.gtrates att the rer.Ita:* zass11e(s) fall to hat the. nest lower (setor.1) stractarat floor. ,

Class *C* Stenst . are those Steas is t*.e trejettery patt that toctinues

• to the nest lauer (third) structaral floor. ,

9 e

. 6

O J O

~ ..--.._-.. - . . -- . _ . . - . . . , - - - . . -~~ _ ----. - - - ---- g y ,,

Table b-9 (Eheet 1 of 3) Rev 1 Unit 1 Containment Polar Crane ITEM M'Cl*1r1 Yev*cf !Ka1M Bo. Eqatt . Service Lift 8144 Fe f. MRES 5c. Cei. frar tw;.

100 main 5 1-Z13 n aus. 100' M-1 Used only during shutdown. The evaluation of the items impacted fo. each heavy load shows that there is sufficient tons ao separation and redundancy to ensure the continued removal of co.w decay Fant. The erane will te modified by installing OE redundant limit switches to prevent the two blocking accident.

140 !!? syp.gs Ite- Assoc. Liftlas Dev. Class 'A" lapacted Class *B" Ispected Class 'C,D* etc. Is; acted go. Ra:41ec Weight items

• Itear*** Itcs*

2 Reactor h0,000# Wire rope slings Reactor Head Control Cables Coolant 1-P1 (A ami B) Eervice Water Pipin-; 8*1219 Pump (RCP)

Reactor C a lant Pianpa Contairunent Spray Line Containment Epraf h p Dischar,*e Unit Ir1 Service Water Paping 8"HB-19 Line 6"EI-3014-1 (A and B) MV Ducting 2 BCP Motor Instrument Air Lines Piping for Carety Injection Ejs.

38 Tons Aeactor Coolant Pump Motor Lifting Service Water Piping 8"HB-19 Device Safety Injection System Pressure P.elief Tar.k 1-T2 Safety Injection Tanks 1-T-34 Aectasulator Tar.hs 1-T34 2 RCP Fly. 14,000# Wire rope slings wheel (A and b) (A and B) Cables for Nuetron Detection Cystem Piping for Safety injection MV Ducting 8 Contain- 5000# vire rope slings System ment Vent. each Cables for Au111a y Feedwaser g Contaltunent Spray Line System 11ation 1-W3A, 1-W38, 1-W5A Beactor Pans CRD Mech. Cooling Fans l H&V Units 1-W1B 1&2, 1-W1C Instrument Air Lloes IW1A1 thru 112,1W5 A an! B e

1W1D2 Catles to H&V Units 1W1 MV Units 1-WIL1,1-W1D2,1-W.b I (A and B) Catles to M V Unita 2 Fan For 2400# Wire rope sit gs Control each tressure Transmitters 1-PPAO, FuelCore{Whenvesselheel Cables to Safet. Injection 1-PT-%1 and 1-Pfl004 Rod Cool- is removed; System Contre'3 (valves,in-ing IW3 strumentatica, etc.)

(A and B) Ca'.les for H&V Units Versel Head (when missile Reactor 205,000#

shield is removed) Incore Instrtusw ation Table Cables for Residual Heat Reucral 1 R.V. Head Lifting Device System Vessel BeactorCoolantPsanpa(when Head Radiation Monitors missile planks are removed) Emergency Feedwater Piping

$ team and Drain Lines to Con- 3"EB-10 1 R.V. Head 6000# Wire rope slings Pressuriser (when missile tatranent heat exchacgers Etud Rack planks are removed) (e.g.,1-HA-76) a ed) RHR h p Suction Piping

• ~

Instrument Racks 1-C57A and 1-C57C

• Clase *A* ltems: . are those Steza is thefree fall vertical tra e:torj betweer. the lead (ass Sts 11 ftir 4 Sevice) a. e%e first structural flocr.

C1sas *P" items: . are those items Ir. the trafettery sett stat cottines after the first structural floor is petttrate! as* the rer.ltar; s.1ssile(s) fall to hit ste nert icwer (serott) stracta-al floer. , -

Class 'C" Steest . are those items 13 the trejectory path that cott1SJes

• to the mest 1mor (thlre) structural floor. ,

J s

w_..___. _ . . _ _ ___ _ . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ . _ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ . _ _ _ _ _ _ _ . . _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

J

__ . . ~ .. . . . - - . .

Table 4 9 (Sheet 2 of 3) Rev 1 Unit 1 Containment iblar Crane 12 h C e' TTC CT t/t s M So. Eqair . Service laft 5144 Fe f.

A. Car. fra- Dwg.

5 1.Z13 100 m in 100' N.1 Cee sheet 1 of 3 o ao. n tons gg it e t m :r- en Ite: Assoc. L1fttr.g Dev. Class 'A' lupacted Class "B" Impacted Class *C.D" etc. In actes sa. Far81e! Weight Items

• Items *** Itar.s

• 3 Ctml 2650# Wire rope slings Cables for Contairment Component Cooling Water 11rin-Tensioner Isolation to RCPs 1 R.V. lleaJ 15,240F Wire rope slings Catl s for peactor Coolant Benetor Coolar.t TwA brr.in Lt.e Riss11e Cyatem Chield Reactor Coolant TarJ. 1 716 F1tg Cables for Aux 111ery Feed.

water System H&V Ducting 4 Main Eteam 860F Wire rope slings Enut, tier Beactor Vessel (wien missile Eteam Generator klu+1o% Lim shield is in place) 1 I AR Vessel M Nylon strap

• Steam Generator Levt1 Trnor-Inspection Reactor Coolant hap 011 Lift mitters l Device hap 1 I'(4 Cc.rwientate Return Or.it Iw.g t

• R0P Missil- 11,520# Sire rope slings '

Chield Safety In.}ection Accumulater 1-It2 (A ar4 t)

Planks Tanks 1.T34 (A and B) 3 Pressur1 8820# Wirs rope slings ter Missil.

Ehleid I'lanks 4 Cteam 1%O# Wire rope slings

@rierator Enutter 1 Vessel 55.0005 Upper internal lifting device (usest for in water Internals Upper lower com barrel removal alco)

(Upper &

lower) Ir.te rnal.

only

• • • Class *A" Stems: . are those Sta=s is thefree fall vertical tra,*e:: rs betweer, the load (and its 11 ftir 4 device) a.J e%e first stracturel floc!

Class *P" items . are those itess 1r. tt.e tra,*e: tera gett tst to .ttr.es after tre first structural floor la per.e.tratei nr.2 tte res.1tatt tissile(s) fall to hit the aert lower (setor.1) str.etrel floor. ,

Class *C' Stenst- . are those star.s Sr. tt.e trajectory path that coctt:aes

.o the rest louer (third) structW floor.

Table 16 -9 (Cheet 3 of 3) Rev 1 Unit 1 Contairunent Polar Crane W KWi*e Th* Cf Ws1M

30. Et att Service L1ft 1144 5ef 8EM3UEI 5e. Cs;. fror Ng. ,

W ma1n 100' N.1 Cee Cheet 1 ef 3 5 1 7.13 l's aux. se tons 8i u n.

ID.* *tJ* sir"! Oft It e: Assoc. lif ttr.g Dev. Class 'A' Impacted Class *3* Impacted Class *C.D" etc. Is;4cted T.s . Bar.dled v 16ht Itas* Itens

• Itass

• 3 Reactor 2000f Fabric slings Vesul llead inV Duets

-- Itisc. <.17W Fabric Slings Valves.

Heat Ex-2hancers, etc.

1 Crane flook 6750#

l and Bottaa j Block e 1 Crane Tnp 14505 i Plock

• Class "A" Stems: . are those ita:s sa thefree fall vertical tra:e:::r, betweer. the load (asa its 11 ftir 4 device) ar.*. e%e first stractural flocr.

Class *2" items: . are too.e items it. the tra.*ectory patt t*at co:.tir;,ea after tte first structural floor is pe:,e.tratet art the rurata:t mass 11e(s) tall to hit the .oert 1.wer (secor.1) stractarat floer, , .

Clasa *C" stenar . are those itsa la the trajectory patt that oor.tiswes to the nest laser (stire) struct.ral floor. .

a e

9 m

(~

~ . . ... . . . _ . ., . _ . . . ~ _ . _ ... .a . .

Table h.10 (Eheet 1 of 1) Bev 1 Unit 1 J1b Cranes on Contalrunent Ibtresses ITIX MCW PD"Cf _ IR A ION

50. Equ4 Service L1ft 51 4 R e f. g No. Os;. !rar .Ng .

6 --

j M.1 Used only at five year intervals. No safety related items will be 1spected.

g N ~

lt e its"p3rT70w Ite: Assoc.1.1fting Dev. Class "A" Impacted Class *3" Impacted Class *C D" etc. Im;4cted

30. Basilec Weight Items

• Itens

• Ita=,s

• 1 1 Tersion 30008 Removable wire rope (and winch) Steam generator blowdown Not Applicable Not Applicable Surve11- lines lance pump Radiation monitors 1 Tendon 2000# Lemovable wire rope (and winch)

+

Curveil.

lance ram a

e I

t .

t

• • • Class "A" Stess: . are those stes is stefree fall vertical tra ector, tetweer. the lone (an$ its lif ttr4 deetee) ar! Me first stractural flocr.

Class *2" items: . are those itas is tr.e trajetters patt that cottines after tt.e first struc6 ral floor is petetrete1 a:2 the ree.1'a:t missile (s) ._

fall to hit the . cert 1cwer (se:or.1) str.etaal floor. . ..

Class 'C" Stenst e are those iter.s St. the trajectory patt that sottisees to the r. eat lauer (taire) etruetaal floor. ,

e 4

Qs) J

) J Table 412 (Cheet 1 of 3) Rev 1 Auxiliary Building Main Crane ITD4 MT* *C feV!ff IMs"1M

50. Equit . Service Lift 5146 5ef. AEMAAEI 5e. Cet. frer .%g.

I 8 Z15 130 main W aux.

75' b$

M-1 Single failure proof emponents are being procured for thin crane.

• tons  ! tt l 44 14 0 it? 7fPTINs Ite: Assoc. Lifting Dev. Class *A* Impacted Class *3* 1spected Class "C7 etc. Impeted so. Budletl Weight Itens

• Items ~ Itess***

6 Charging 9650# Wire rope sling Pump with Spent fuel Epent fuel pool demineralizer Borte acid system piping Motor Spent fuel pool Compocent ecoling water Residual heat removal gwps 4 Residual 7000# Wire rope sling pilin 6 1 "10 (!. as4 B) and 2.F10 Spent fhel pool heat ex- (A and B) heat re. changer hX-13 C a ponent cooling water heat moval ptsup with motor exchangers Re . dual heat removal Mat ex-Spent fuel pool pumps P12 change s 1.HX11 ( A and B) and 4 cmponent (A and B) borte acid tanks T6 2HX11 ( A and B) 3?00# Wire rope sling (A, B arul C) cooliru Spent fuel pool cooling sys. Residual heat removal Idgin,?

!=mp with piping erx1 cables Eoric acid system piping and catics l motor Spent ruel pool exhaust fans Borie acid reelrc. p eps Containment ss. ray pumpe 2-F14 i 2 Opent fuel 1800# Wire rope sling W21 ( A mal B) 1-F116 and 2-Plt 6 pool pump l (A end B) '

with motor Boric acid transfer ptcups C mronent caoling water purips 4 Containmen1 54005 lit (A ar.d 4) and N4 1.Fil ( A ard B), 2-F11 ( A and L; Wire rope sling ( A and B) spray ptrap Cafety injection puairs 1-115 with motor Waste aistillate tanks (A and B), 2-F15 ( A and b) 4 Earety in- 10,225# Wire rope sling Meactor coolant pump discher,*e Jection piping 3"WD-151R ')

pump with motor 2 Aux Bldg 2400# Wire rope sling stack ex-haust fan

• • • Class T Stems: . are those ite=s in thern e fall eertical tra.*e:: r tetweer. the load (and its 11fttr4 dectee) ar! e%e first struct*ral flocr.

Class *B" items: . are it.ose items is st.e trafectory po'.h stat costines after it.e first structural floor is per,9trate1 act ste rer.ltatt massile(s) fall to hit see,sest 1cwer (setor.2) stractaral floor. , ..

Claw *C items . are those Ster.s la the trajeetary path that coctinues to the ses; lower (thire) structural floor. ,

4 .

e.

O O J

- .~ . . . ... . ._ ... ., . . . .~. . 4._. -

.~,.

Table 4 12 (Sheet 2 of 3) Rev 1 Auxiliary Building Main Crane ITIX 'R C it* TrVICT IM a"1M no. Etatt . Service Lnft 51a,- p e t. REMARKS

50. Cap. fpse twg.

nn 1}O majin hD 8 Z15 20 aux. 75' y M.1 See sheet 1 of 3 tous y di I4C ?E?"*1f""!ON lte: Assoc. 2.lfting Dee. Closs *A* Impactes Closs '3" !agected Class **,D*

No. Basiled Weight etc. Is actet Items

• Itens = Iter.s

• 2 Aux Bldg 3500# Wire roge sling carbon ex.

hause fan 1 Aux Bldg 3200# Wire rope sling supply air fan 0 Spent fuel Wire rope sling pool ex.

haust ran 3 Reactor 2650# Wire rope sling head stud tensioner 1 Resin cask 168,000# Wire rope sling (Full) 1 Filter 3850# Wire rope aling cask 1 hew fuel 7000#

shipping cask (full '

1 Watergate 3000# Wire rope sling I 1 Spent fuel See Note 1 shipping cask (full I

• • • Class T stems: . are those Sta=s in thefree fall vertical tra;e:tcry betweer. the load (and its 11 ftir 4 Seesco) a:.1 e%e first structural floer.

Class '3" stemas - are those items tr. tt.e trajectors patt t st co .tir.es

1. Wisconsin Electric Power Compary does not own a spent after it.e first structual floor is per.ttratet aat the rer.ltatt t.1ss11els) fuel cask nor the appropriate handling device. fall to hit the.Dert lower (secce.4) structuel floor. . .

Class *C" stemet - are those items in the trajectory path that continaes to the mest lower (stire) structaal floor. ,

e

O O .

O

. . . . . . . . . . .. . --- . . . ~ . _ . - - .- .

Table b12 (Cheet 3 of 3) Rev 1 Auxiliary Bu11 ding Main Crane ITIX _ RC N: IN*cr twa13 no. Eq.nr Service Lift 516- 5ef. REMARKS No. Car. free twg, 130 main k3 8 Z15

1. """* 7Y !U 1 0** 'h" ' I *f 3 tons }g 4A It c its pir IoM lt e: Assoc. Lifting hv. Class "A' Impact.4 Class *B" Impacted Randled Class *C,F etc.1suctes No. Weight Items

• Iteas " Items

• le5 Concrete Heaviest Wire rope slings hatch cover covers 18,750#

1 Email 2000# Wire rope slin as filter cask

-- Misc. 4 17!:9 Wire rope slings items 1 Crane hook 10,500F L4 armi block i

e i

• " Cla s s *A S tems : . are those 1tess in thefree fall vertical tre;ectcr, ,

letweer. the load (anS Sts 11fttr4 6evice? a.! e%e first stractural " loo?.

Class **" Stems . are those Ste_s is tt.e trafecters patt stat contir.es after tr.e first structual floor is per4that*1 a 2 the rer.1ta:1 zissile(s) fall to hit the.ser6 les e (secocC) strn.rol floor. , .

Class "C" Stenst are tr,se Steza it tr.e trajectory path that goctinaes to the pert lauer (thire) structual floor. ,

e i

e' i

b ...

. r

._ ..- . . _ _ _ . . _ . . . . ~ . . . . . _ . . . .. . ~ . - +-. .- .- .

~~ ~~

Table 1 3 (cheet 1 of 1) Rev 1 6

Main Shop Cranes ITEM R W 1*W fM f f IMs E

30. Etair Service 11ft 51 4 Fef. 8EMARES N. Car. Tran Ng.

.B 10 Z70 W 13' "E#

M-5 Cables are for one train of Auxiliary "eedwater. Redundant path is available to supply required feedwater.

d 14 0 ffsrpt m on '

3te~ Assoc. Lifting Dev. Class 'A' lupaeted Basdles Class *3" Impacted Class *C D" etc. Iagacted Ea. Weight Items = Iteasm 3 tens "

-- Misc. Items less Slings, wire rope and fabric Nbne Cables for auxiliary feed. Not Applicat,le required in than water system performance (XXX4 of nomal maintenance fabricatiort 8

l l

• " C1I.s *A' items: - are those ite=s 17. thefree fall vertical trafe:tcri to veer. the load (ast its 117 tits device) ar.2 e%e first structural flocr.

C1s s

• T Stems: . are those 1tess tr. the trajectory patt t*at cor.tiraes after the first structural floor is per.e.tretet ast the ree.lta: cass11e(s) fall to hit the cert lower (ee:or.1) stractural floor. , .

Class *C" Steste - are those iter.s ir. the trajectory path that noc*inaes to the nest lwer (third) structaal floor. ,

, e t

C._ _

O O 3 Table 4-16 (Sheet 1 of 1) der 1 Unit 1 J1b Crane Over Incore Instrumentation ITD' M S**R I'YICT 10cs 10N no. Equar 5ervice Lift 5144 Fef. ggg Ka. Car. frar Dws.

g .

12 --

,o j M-5 Crane may be eliminated as redundant / alternate decay heat removal paths are available.

- ti::

?. 3 ti 1m tsmrnen Ste: Assoc.1.1ftino Dev. Class "A" Impacted R&L81'8 Class *B" Impacted Class *C.D" etc. Igected

30. Weight Itess

• Ittas

• Itens

• 1 Incore 1950# Wire rope sling M V. Units H&V Ducting Not Applicable Instru-mentation lwh (A ari B) 1-T16 Table Reactor coolant draf uk MV Ducting Peactor Coolant drait 4 Radiation monitor 1B7 piping Cables for residual heat Component coolant water pip-removal system ing to reactor coolant pumo 4" AC-152N-4 Emergency feedwater piping l 3" EB-10 2tesidual heat removal punp l suction line 10" AC-601-R2

• Class 'A' stans: - are those Ste:s it. thefree fan vertical tra.*e:tsr, letweer. the load (and ite lifttr.d eevice) ar.*. ese first stractural flocr.

Class *E" itenst - are those itess is it.e trafsetert path t'at co.ttraes after tt.e first structural +.wr at per.e,trate1 a:1 the rer 1tari r.assile(s) fall to hit the,oest lower 1secoc/.) stractarsi floor. ,

Class 'C' Itenst . are those.itna Sr. the trajectory patt that sectinues to the nest laver (third) struct.ral floor. ,"

4 U_ _ _ _ _ _

O .

C J

.-. . .. . . . _ _ _ _ . . _ . . ..u.-.

Table b-20 (Sheet 1 of 6) Rev 1 Turbine Building Main Crane IIIM MCCl*1r fMff ItN s 10s No. Eqair Service Lift 5144 Fer RDttRES No. Car. !Tae .Ng .

.s 16 Z14 ID jj "d".

20 aux M.3 3 ,,

tone g 14C TIf,'P:PT10fe Ite: Assoc. 1.ifting Dev. Class "A* 1apacted Class *B* Impacted Class "C,D* etc. la;. acted No. BA:41e1 Weight Itens

• Itens

• Iter.s

• 8 Piisture ICTT,000# Wire rope slings Air intake to diesel Computer Room Main Control Room (callee, RW, Separator i generators instrumentation, etc.)

Reheater H&V Units for Control Bldg.

l Bundle Diesel Generators lav lanctina for Control Bldg.

8 Generator Note 1 R%V Units for Control Pullding

[ Diesel Generators 2 Exciter Note 1 I Cable Spreading Rous (calles, Cooler l Service Water Piping IEV,etc.)

k I Condensate 34,000# . Electrical Equipnent hom Pump with each a (calles, IEV, etc. for Control Motor I

. Building)

I 6 Heater Note 1 Service Water Pipin e ,

Drain Pump j with Motor Auxiliary Fee twater Peps

1. W) and 2-P29 4 Steam Gen. 6500# Main feed pump lifting rig Feedwater Emergency Patterirs Pump Switchgear Rous b Cteam Gen. 8200# Wire rope slings Feedwater Auxiliary Feedwater firinf Pump Base 3*EB-10 Flate t

NOTES: 1. Weir, hts for these items are not available.

• Class *A" items: - are those ite=s is thefree fall vertical tra;e:torj These items are not carried over the control betweer. the load (a:S its liftir.g device) a 3 e%e first structural flocr.

building and therefore do not have a safety Class **" items: . are those items it. the trajectory ga*t tLat co.tiraes impact. efter the first structural floor is per.e.tratei asi the rer.1 tan missile (s) fall to hit the cert lower (secocC) stractaral floor. .

Class "C' Stems: . are those ite.a in the trajectory path that apetinas to the next laver (tr.ird) structural floor. ,

6 C _ . . _ __

o/% O 1

.~ .a, .s * ; ' D- - U # *** E'* * - !

.,4_ . 4. .a:ox.h it!.$.t SD N.M)?. !

• A b. /d. S._'_F_J_J..e = . 2 . ' A. *_i . *. **

. M$.Ne.d. .

• 1 Table b-20 (Sheet 2 of 6) Rev 1 Turbine Building Nain Crane 31Dt RArt.9t: TD*1CT 11Ma IM

. 30. Epir , Service Lift 1144 5 e f. I Re. Car. !Tae twg. ~-

.s g gg IP5 main ed q

20 aux. - 0E tons h umn nm, Ite:

Assoc. Liftind Dev. Class 'A' lapacted Class *B" Impacted Class 'C,D" etc. Impacted Es. Ea:41e4 yeight 3 tens

• Itens

• 2ter.s

• A 4 Steam Gen. 58005 Wire rote slings "

Feedwater  !

Pump Fly-wheel f 4 Steam Cen. 17,000# Wira rore slings Feedwater Pump Hotor l 2 Aux. Feed- l 44005 Wire rope slings l water Pump l a

with Motor 8 I

2 Aux. Feed. Note 1 Wire rope slings penp with e Notor e 1 Common Vac 1759 Wire rcpe slings ITiming Ptsop

, 2 Vacuum 17558 Wire rope slings a

Primang Aunp with Motor 2 Demerated Note 1 Wire rope slings Water Pump with Motor

• Class T Stems: . are th< ee Sta=s is tiefree fall eer:Stel tra;e:ttri te weer. the loma (asi its 117ttr4 6eette) ar.* e'w first str.setural flocr.

Class *P" Stems: . are those ite.-s tr. Lt.e trafe:terp gett t'.at to-t':ues after St.e firs) structi.ral floor is petetrate: ar.2 the res.1tatt massile(s) fall to hit the cert lower (secor.8) streetcal flect. * .

Class 'C' itere: . are those Ster.s in the trajettery pett that coctinues to the nest laver (third) structural floor. ,

\.

Ov '

a 1

_ > L, ;

'2,A,27.a?E tt :IU b ul."i,5). 9'rd M h*HP O ,

. .;.7

• I

• b f'~ # *'

. **'d 4 Table 1-20 6 (Sheet 3 of 6) Rev 1 Turbine Building Main Crane i

ITIM _ mar t*1t* f"V1rf I IM A*T M .

~

So. Epit Service Lift 5144 Se t. I j Nc. Cef. !tae Ng .

4 s

""I"

• 16 2116 20 aux. - 0E M-3 tons 3  %

.0

It.c itsepIrrion Ite

Assoc. Lattine Dev. Class "A' 1spected Cassa '5" IspecteJ Class 'C.D" etc.1sgseted so. Saa81e4 Weight Itenom Itens

• Iter.s

• 1 Generator 235,000# Wire rope slings Rotor

, 1 Generator 1300$

4 Wire rope slings i

l(jdrogen Cooler 2 Generator 13,600# Wire rope slings Learing each Eracket l 1

(Italf) l e

e 2 Generator 2215# Wire rope slings I Bearing each

(!!alf) . e 1 Exciter 18,670$ Wire rope slings Rotor 1 Exciter $560if Wire ropa slings Etator i

1 Exciter 21650# Wire rope slings Pedestal I' earing and Seals i

1 Exciter 22,000# Wire rope slings Seating Plate anxi Iled Plates

• " flass *A* Stems: . are those Ste.s 1. thefree fall ver scal tra e:terj betweer. the load (as4 Sta liftiza 6erice) m.! e%e first structural flocr.

Class *2" Stems: . are those ite.s is tt.e trafe: tert patt stat cor.ti:2es a*ter tr.e fire) structural floor is per.e rstet er,2 the res.Itqt missile ls) .

i fall to hit the next lower (secoct) stractarsi floor.

• Class 'C' stenst . are those stans la the trajectory path that' continues to the nort Ismer (third) structarsi floor. ,

6 C. _ ..

x

.uy, t.:.. p u. . m i ,:. a 1 n... e.. w x ,.,. n . . e  :

_ {27;&.in.et

_, _ ,_ r  :

Table 16-20 (Sheet b of 6) Rev 1 Turbins Building Main Crane ITDt _ M r**1r: PN!cr lna13 i

Bo. Etatt Service Lift 5144 Fe f. JtEMARKS

k. Cor. FTse Pwg.

.e 1 "

16 Z14 jf M-3 20 mus. g ,

12 !E!*PIPnotr Ite:

Bandled Assoc. Littias Dev. Class "A' Impacted Cassa '3" Ispected No. Weight Class 'C,2f" etc. Impacted Items

• Itens

• Itans

• 1 Exciter 15.500# Wire rope slings Housing and

• Outboard Cooler l (Doghouse) 1 High Pres. 81,700# Wire rope slings sure (H.P.)

Turbine Out er Cover l l

e

, 1 H.P. Tur- 70,000# High pressure ani low pressure rotor

} bine Rotor lifting device l 2 H.P. Tur- 32008 . Wire rope slings bine Blade each l Ring $1 i (Half) 2 H.P. Tur- 6700# Wire rope slings bine Bisde e Ring #2

, (Half) 1 Low Pres- 122,300# Wire rope slings sure (L.P.)

Turbine Outer Cover 2 L.P. Tur- 50,000# Wire rcpe slings bine #1 Inner Cyl-inder(Half)

• Class 'A" staas: . are t' hose Ste-a 1: tierree fall vertical tra:r:tcrj betweer. the lead (ans its 11 ftir 4 seetee) a:.1 ese first structural flocr.

Cists *P" Stems: . are those Stess it, the tra,'t: tert ;ett tut tw:ti / set after the first structural floor is pe ettstet ar.2 the rer.ita*t z.issile(s) .

fall te hit the next lwer (secocc) str.etc.rel fleer.

• Class 'C' Stems . are those Stara tz the trajectory path that;eoctisms to the twat laser (thtre) structural floor.  ;

a

o v to O

.--,,,a..

t 4 : e ;s: ':a u:ww.: .: mu.....h' n>.o : ..-yi_ ., &

= - -

• G .2 E ' . M yl.f A 5 "' 5 Table 4-20 (Sheet 5 of 6) Re v 1 Turbioe Building Mair. Crane ITEM So.

Mart.*1r; pWiel- llMa m Egair Service Lif t 5144 Sef. I No. Car. Eine Ivg.

.o 125 main 16 2116 20 an.

g g,3 e

tre OtmlPMON Ite: Assoc. Lifting Dev. C1sse 'A' lapseted Class *3* Igneted Io. Bandled Weight Class *C,D* etc. Ispected Itens*** Itens

• Itens***

2 L.P. Turbin. 30,0008 Wire rope slings

1. 2 Inner each cylinder  !

(!!alf) i l 1 L.P. Turbim 160,000# 111,;h pressure and low pressure rotar Rotor lifting device 2 L.P. Turbin. b950# Wire rope slings 1 Blade Ring each  !

l (llalf) l e

2 L.P. Turbin. $O00# Wire rope slings I* Cylinder each l Inlet Flow Guide (llalfl . ,

e 6 L.P. Turbine 33258 i Offset Lifting Rig Dearings each

1. 3 #ke #5 and #6 t

(Italf)

, 1 L.P. Tartisu 6500# Wire rope slings Cror.s-over Adapter Piece

• Class "A" Steas: - are thosa Ste=s is stefree fall vertsesi tra e:teri te:weer. the load (ass its 11 ftir 4 device) a ! *%e first structurst flect Class *P* Stems: . are those stess is St.e tra.*e: terr satt tiat~ cor.ttraes after tt.e first structural floor is per.e rste; a 2 the ree 1tatt zAssile's) fall to hit the aert laser (se:ce.2) stract.ral floor. I -

Clast *C" Stenst . are those items in the traject6ry path that sectinues to the cert lauer (third) structural floor. ,

s

N J V) V

_ .es.  ;.s, n g . rit,

{s si ".) .

• t?.'In....?;.,,,.h

• J $ pj;*i *

,- ; - '^ g ,"-" # '

,,b* #^*! ** * ;

Table L20 (Sheet 6 of 6) Rev 1 Turbine Ihrilding Main Crane ITIM mar 1*1t* fD'Iff ItMa1M an. Eqatt servlee La rt 51 4 se t. JtEMMuts Ec. Cor. Trar Ng .

.a 16 Elk I mDau " ". jj M-3 g

h th 14e IrmiPT1on I

7 Ite: Assoc. 3.lfting Dev. Class 'A' lapected Class *r lapacted Class 'C,D" etc. Ingacted ]

Eo. Enseles yet ght Itsas

• Itens = 2 tens =

l l

1 1 L.t'. Tur- 32,oucd Wire rope slings ,

bine Crosa.  !

over Pipe Kewaunee l 1 L.P. Tur. 12,000P Wire rope alings bine Cross-over Pipe l Pt. P.ach l 6 1 L.P. Tur. 10,000F I i Wire rote slings e bine Lift. e j iM &u 3 1 Crane Ikmk 10,';OQ/ NA and Bottan e Llock 1 Crane Tep 20005 NA Block

• Class 'A' lies.s: - are those ste=s 1: trefree fall vertical .rs.e:terj tetweer. the lead (a:S Sts 11ftty device) a:.1 e%e first structural flocr.

Class *T ltems . are those itess it tt.e tra.*e:tery patt stat'esttirme after tr.e first structural floor is yetetretet a t the rer.1tatt alssile(s) fan to tit tb nest amr (secoce) str.etal floor.

C1.se *c stems: - are those stems sa tt trajector >- past thet coatta=s to the mest amor (thtre) structural floor. ,

s

O O J'.

- -. -. .. . _ . . _ . . . . . .~.. . . - - . . . . . . . . .

Table 4-22 (Cheet 1 of 1) Ree 1 Unit 2 J1b Crane Over Incore Instrumentation IIIM FA T 1**3 f M fT gA E

30. I tait . 3ervice lif& 5134 Sef. RE %RKS No. Car. frar Ng .

18 --

M-2005 Redundrat paths available for ttue re-mval of core decoy heat.

0l 0I IL O Ot**91PTTOM Assoc. 1.1fting Dev. Class "A* Impacted Class *3" Impacted M* W'18'sa,.

Class *C.D* etc. Ispected Itens*** Items

• Itats***

1 Incore 1950# Wire rope slings 2-W4 ( A and B) 4* WD-151R-6 Not Applicable Instru. Rea'c tor Cavity Cooling Fans Containment sunp drain mentation piping Table HM Ducting Canponent cooling water pip-Safety inject 1>n system ing piping 6"RC-2501R-5 4" AC-152N 4

. i e

i

• " Class *A" items: - are those itcs is thefree fall vertical tra;e::crj betweer. tbe load (and its lifttr.g 6erice) a:3 Me first strxtural flocr.

Class *3" Stems - are those items it tt.e trafe:ters past tia co: 1 ues af ter it.e first structural floor is per.gtratel as! the rere.lta:1 r.assile(s) .

rau to his the,next lower (se: eel) stractual floor. . .

Clase 'C' items - are those iter.s in it.e trajectory path that coctinas to the rest lower (taire) structural floor. ,

9 4

4

f%

.. . ~ . . .. . ~ - . . . . - . . . . . . .. . - . . . . .~ .~. . .

Table 1-7f 6 (Cheet 1 of 1) Rev 1 Unit 2 Jib Crane on Contairenent Butresses ITEM %T* is ; TPV* rF IgaTM Ro. Et air Servlee Lift 51ag Bef. REMARES

50. Car. frat Dwg.

23 -- 3 H-2001 Used ortly at five year interva:s. No safewy related items will be impacted.

d 140 tis pirr!Ne ate: Assoc. 1.1ftscs Dev. Class 'A' Impacted closs **C Impacted

30. REL81e4 Class 'C,D* etc. Ina cted Weight Ittss

• Iteasm 2 tens

• 1 Tendon 3000# Removable wire rope Steam Generator blowtown Not Applicable Not Applicatie Curveil- (and wench) 11nos lance pump Radiation monitor 1 Tendon 20008 Surve11-lance ram

?

t t

"

• Class T stems: - are those ste=s is tbefree fall vertical tra.'e:t:rj te: veer. the lead (and its liftir.( 4erice) ar.1 eu first strxtural flocr.

Class *2" items: . are those Stess in t' e trafe: tors Pit t'at co:tte.es after tt.e first structual floor is pentirates a:* the rer ita:t r.issile(s) fall to hit the.nert lower (se:ond) stractual floer, ,

Class 'C' itenst - are those Stue.s in the trajectory path that oo:tinues to the heat laver (third) structual floor.

e s

W . -

J

- ... 3 Table 4-28 (Sheet 1 of 1) Rev 1 Unit 2 RW Circular Head Munorail ITIM M r**R T M CF IN s"10N Do. Equit. Service Lift 5164 Fef. REMARKS Sc. Cap. !ren .Ng .

E M-2001 g

i 24 -- IKX10# gg 3, M-2OG This monorail is usest only durin6 a cold shutdown, while the reactor vessel head is in position. Safety analysis will be covered in RV head drop analysis.

g} g Itsy ;t,e rpir im

, Ite: Assoc. Liftir.g Dev. Class "A" ispected Class *3* 1spected Class 'C,D* etc. Is;4cted No. Ba 41e4 w,gght ;tenem jgenom 3:ena m 3 Stud Ten- 2650# Wire rope slings Reactor vessel Not Applicable Not Applicable stoner 12 Reactor $00# Wire rope slings head studs 1 Seal ring 10004 Wire rope slings l

f f

i

+

t

(

• • • Class T Stems: . are those items is thefree fall eertical tra;ectors ,

letweer the lead (and its 11 ftir.4 device) a 2 e%e first structural flocr.

Class "3' items: . are those itess it, the trafe: tory ptt ttat cont *mes after ste first structural floor is peneltste! a t the rer.1tast.a.1ss11els) fall to hit the oest later (secont) stractuel floor, , -

Class *C" items: - are these Steas in the trajectory pett. that coctinues a to the nest lanser (third) structural floor. .

9 i

s

O O O

_. , , _ . . ._ . ~ . . . .- ~. .-

~, . ; .,,

Table 1-29 6 (Sheet 1 of 3) Rev 1 Unit 2 containment Fular Crara 2Tm Mr* n in**U 1xa m "

no. Epir . Service 11ft blog Ser. EEMIEEI

50. Cei. fter twg.

100 main & Used only during shutdown. The evaluation of the items impacted for each heavy load, except the B RCP Flywheel, shows that 25 2 *13 15 aux. 100' g M-2001 there is sufficient separation and redurniancy to e sure the continued rernovel of decay heat. The floor urder the Flywheel tons y[ M-200 was analyzed and foural that penetration would not occur. The crane will be modified by installin.: redu.Amnt limit switches 8h to prevent the two blocktrqt accident.

ILO !!?mf77N Ite- Assoc. Lifting Dev. Class *A" impacted Class *B" Ispected Class *C.D* etc. Ia;4cted

50. MELol'8 Weight items

• Items = Jtems

• 2 Reactor iso,rd Wire rope slings Reactor Head Control Cables Service Water Piptre 8"HD-1J Coolant 2-P1 (A arul B) huip (RCP) Corfairusent Spray Line Reactor Coolant Pumps Pipirv; for Safety Injection 2-T1 (A and B) IEV Ducttry Service Water Piping 8"HB-19 Pressurizer Relief Tank 2-72 2 RCP Motor 38 Tons Reactor Coolant Ptany Motor Lifting Service Water Piping 8"HIbl9 Instrument Air Lines Cables for AuA. Feedwater fyz.

Device Safety Injection Tanks 2-T34 farety Injection System Instrument Air Lines 2 RCP Fly- 14,000# Wire rope slings (A and B) wneel Accumulator Tanks 2-T34 (A and B) Cables for MV Units Piping 1'ar Safety Injectica 8 Contain- 5000# es. Wire avre slings System IRV Ducting ment Venti- Cat.les for Residual Heat Re-moval system lation Fano saV Unita 2-W3A, 2-W W , 2-W5A Contalrunent Sg ray Lines 2W1A1 thru l Emerdency Feedwster Piping

WW2 Cables to 16V Units 2W1 1EV Units 2W5B, 2WIDI, 2W1D2 3"EB-10

( A armi B) 2 control 2400# es. Wire role slings Cables to IRV Units Comionent Cocling Water 11pire Rod Cool- Puel Core (When veesel head ing Fans is removed) Cables to Safety Injection Reactor Ccciant Tank 2-T16 2W3 System Controls (vulves, (A arst B) Vessel Head (When missile instrumentatiou, etc.) IEV Inactin.!

shield is removed)

'. Reactor 205,000# R.V. Head Lifting Device Incor< Instrumentation Table Eteam Generator Blow. lown Line vessel .teactor Coolant hanpa (When Head missile planks are removed) Steam and Drain Lines to Con- Condensate Return Unit 3%:rt.s tairunent Heat Exchangers p, g (3 ,,g g Press aiser (When missile (e.4. , 2-lut-70) shield planks are removad. M hp Suetim P1W 10" AC-fiC1R-2 Instrumer.t backs 2-C57C and 2-C57D Cables for Aux. Feedwater Sys.

• Class "A" Stems . are t%se items is thefree fall vertical tra;e:tcrj betweer. the lone (ano its lifttra device) a:.3 e%e first structural flocr.

Class *3~ ltems: . are those items is the trajectory rett t.4t contines after the firrt structural floor is per.qtretet att the rer.1tari missile (s) fall to hit the. nest lower (secoc!) stractatal floor. .

Class *C" itener = tre those itets la the trajectory path 1het e,ottlaues to slm ness 1 r (tatra) structural riocr. .

4 s

L __

% rs f

V'% J U

- .. - - - - . ... . _. . . .. . . . . - - . . _ _ . . ~ . _ - . - _ . _ . . - . . . , , ,; ..

Table b-29 (Sheet 2 of 3) Rev 1 Unit 2 Cont &inment Polar Crane ITD4 RCl*1 3 TD9CT imams j REMARKS Ro. Etatt . Service L1ft 5164 Fe!. I

50. Cei. !Ter tut.

100 main 100' E M-2001 25 2-Z13 15 au. h, M-200) See sheet 1 of 3 tons gg uo 140 It?*73rT!0's ite: Assoc. 1.iftlag Dev. Clase *A* Impacted Class *3* Igacted Class 'C,D* etc. Impacted

30. M elet We16 ht Items *** Items

• I t ar.s ***

1 R.V. Head 6000# Wire rope slings Cables for Reactor Cuviant Containment Spraj Pusp Lis.

Stml Rack System charge Line 6*SI-301R.1 (Loailed) 3 Stul 2650# Wire rope slings Reactor Vessel (When e tWie Tensioner shield is in place) 1 R.V. Head 15,2LOS Wire rope s11 4s Missils Shield Flag 4 Main Steam 8/;0# Wire rope slings Snutber .

e e

i j 1 PAR Vessel 3900# Nylon Strap Insgectior.

Device 10 RCP Mis- 10,2 +05 f Wire rope slings sile Shield Planks

(

• " Class T items: . are tSose ite in thefree fait vertical trafe:tsr/

betweer. the load (and its lifti:.a device) as* e%e first structural flocr.'

Class *F' items: . are those iten is tr.e trafectory past stas co tines sNer it.e first strMtaral floor is penetrate

• a:* the rer.ltaat, s.issile(s) f all to hit tyt mest lower (secoc.4) stractarel floor. , -

Class *C" items:.. are those items la the trajectory path that continues*

to t!* nort laser (third) structural floor. ,

, i i

6 L

o (d3 oD

'atie 1-29 (Eheet 3 of 3) Rev 1 6

Unit 2 Contat rument iblar Crane ITIM F. C l*1t3 f m ff itCA L

30. EtJ1F Service lift 5144 Sef. REMARR$

50. Cet. fysr tw;,

05 2-Z13 100 main 100' M-2001 See sheet 1 of 3 40 aux, tj t M-2009 tous 8i le o :ts m m en -

Ite- Assoc. U fting Dee. Class *A* Impacted Class *3* Issarted Class *C,D* etc. Tapacted No. Randlet ve16h t Itess

• Itens = Itar.s =

3 pressurizer fEMd Wire rope s11n6s Missile Chield I'lanks 36 Steam Gen. 19t+04 Wire rope slings Snubber 1 Vessel 55,00M Upper Internal Lifting Device (used for Internals in water lower core barrel also)

Wper (UITer and tower) Internals only

! Reactor About '

3 Fabric s11n6s vessel Head 2000#

• l LEV Duets l

l e

t

-- Misc. Val- (1750# Fabric slings l

ves Heat Excharigers , ,

etc.

1 Crane Hack 6750# NA

& Bottan Block 1 Crane Top 11+50# NA Block

• Class "A" Stems; . are those ste s is stefree fall vertiest tra ector, betweer. the load (ase its liftir.g seetce) ar.1 e%e first stractural flocr.

Class *3* Stems: - are those items it. the tra.*e:tery path stat cott raes after tt.e first structural floor is penettstet an* the ree.1 tart, alssilela) fall to hit the ,nert lower (secoc!) strict.;ral floor. ,

Class 'C' Stenst. . are those items is the trajectory path that continaes to the nest lower (thire) structural floor. ,

+

A_._ ._

) { Dg

~J  %) 'O

. ~

Table 16 35 (Sheet 1 of 1) Rev 1 Unit 1 Facade Monorails at Lines "L" and "B" UM M'C17 : T'Y'Cf Wans .,

b= . Service pgMAngs l tair Lift $14 pef,

50. Cei. fiar tvg.

31 -- j M.1 h

f 0g Z

M.00 Load lifted is less then the defined heavy lod.

lte :tf p;rner:

Ite: Assoc. Lifting Lev. Class *A* 1rpected Class *3' Impacted Class *C,D" etc. Impacted 30 Eastle$ weight Itens

• Itema

• Itans *

-- Main Steam 1250# Wire rope slins concrete pipeway housing Not Applicable Not Arp11 cable Relief safety-relate.1 piping and Valve cables (for P50t, DIS, etc.)

1 e

9 f

(

• • • Class *A' S tems : . are those items is thefree fall vertiesl tra:e:terj betweer. the load (as! its 11 ftir 4 device) ar

• e%e first structural flocr.

Class *P" Stems: . are those items is the trafe: tory Tett that co".tiras after the first structural floor is pecgtrate! att the rer.lta:1 rissile(s) fall to hit the.nert lower (secoca) str.et.:.ral floor. . .

Clas 'C" Stenar . are those iteca in the trajectory patt that sectisues to the nest lower (thir4) Structural floor. ,

t u..

O \ /%

l

--. .. .. .. ~ .. _. .~ . _ .. ._ ., . . ~ . . . . .

Table is-37 (Sheet 1 of 1) Rev 1 Unit 2 Facade Honora11 at Lines *L" and "15' ITEM . . KW' *W 3 T N* CT 1Reis A E;4ar . Service Inft Elg g e f, .AEMMut$

Ec. Caf. !rse Ivg, +=

33 -. . M-2001 Loat lifted is less than the defined heavy load.

jw 'J M-200; U

.J.i

.se m IL O !!? 7! m om ite: Assoc.14 ftir.g Dee. Class "A* Impacted Class

• r impacted Class *C D" etc. Im;4cted

30. 14:41'8 Veight Itess*** Itens

• Itcs*

-- Main Steam 1250# Wire rope sling . Concrete pipeway housing Not Applicable Not 4plicat-lo Relief safety related piping and Valve sables (for RilR, CIS, etc.)

?

I

• Clas s "A" S tess : . are those itcs is thefree fall vertical tre.*e:t::n tetweer. the load (as4 Sts 11f ttr4 8eetce) a:a Me first stractual flocr.

Class

• r items: . are those items in the tra.*e: tory sett stat co.t'.r.es after tt.e first structural floor is per.etre e! a:t the rer.1tatt, dsalle(s) fall to hit the .mest lower (secor.') stractural floor. .

Class 'C' Stener . are those Stens is the trajectory patt that continaes a

to the nest laser (taird) structaral firr. ,"

e s

6

\ \

i i

- _ . - ~ . . ,_. --. _~ , . . . . .~;,,,

Table le 38 (Sheet 1 of 1) Ree 1 Unit 2 Faca.le Manorail at Colunn Line L-16 IIIM EW* it: I m cr ina is '

50. Etatt . Service Lift 5144 7ef. REMAlutS 5c. Car. frer N; .

U y, .. 2 3 M-2001 j $ M-2002 Ioad lifted is less than the defined heavy load.

4 5 1re ers nenow Ite: Assoc. IJfting Dev. C?sse 'A' lapacted Casse 'B' lapacted Class 'Cy etc.1spected Is. Ear.dled weight Itens

• Itens

• Iter.s *

- Main Stear 12 W Wire rope sling Concrete pipeway txnasing flot Applicable Not Applicable Relief safety-related piping and Valve cables (for R10t, SIS, etc.)

i e

1 6

• Class *A" Stenst . are those star.s in thefree fall vertical trafe:ter.

betweer. the lead (and its 11 ftir.4 dettee) a 3 s%e first structural flocr.

Class *2" Ste.as: . are those items is the trafectory patt stat tortiraer efter tt.e first structural floer is per.e re e! as: tr.e rer.itait z.!ss11els) fall to hit the. tert laver (secott) stractaral floor. .

Clasa *C" Steast - are those Ster.s in the trajectory pett. that esctis.ses to the Desl laser (third) Structural floor. ,

k e

w

Is IN I

I E rANS

, lWA (1 & 2)

\"B'g RCP STEA*4

.\ l STEAM l A Cr'7 . \ \ ( GEN. )

V72V RCP R E

% N

/, .

rAuS lW43 (A&B) l

[) SPARE REACTOR COOLANT PUMP UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-1 l

SHADED A.REA REPRESENTS ALLOWABLE SET DOWN AREA rx N I

E -- _ FANS lWA (1 & 2)

"B RCP

\

l l RPV ~

STEAM i STEAM

_ = r,rM . / ( GEN, S U

\v ,

V

)

"A" RCP SSUR E

\

l 1

1. hk -

's l .

Y_fi' xa-f

$D.

FANS

\ 1W43 (A&B)

A'li' i - b.

i

~ MOTORS FOR "A" AND "B" REACTOR CCOLANT PUMPS (sU)

UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-2 i

3HADED AREA REPRESENTS

\LLOWABLE' SET DOWN AREA DO NOT CROSS OVER

) INCORE INSTRUMENTATION l TABLE BATCH

+=

53V 5B' E l[NY FANS lWA (1 & 2)

"B ,

RCP i

RPV (STEAM STEAM l

< s \r n1. / \ GEN. )

Y PR E

\

'4

, . / ,'* s

?g}F - - 4

.' .g -, p

.' - fh}E w

y -' -

trg. idg.

, A, y'g

~

't' ,

< FANS lW43 (A&B) 34,' ,

1

__k I

) FLYWHEELS FOR "A" AND "B" REACTOR COOLANT PUMPS UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-3

[ J

3HADED AREA REPRESENTS ELOWABLE SET DOWN AREA (J

u

> N l

E FANS lWA (1 & 2)

"B"

- RCP i f

^ (STEAM l STEAM k \ cr*7 .

( GEN. )

R E 1

k\ ,

D

., FANS s

lW43 (A&B) l

( REACTOR 'ESSEL HEAD UNIT 1 s

~ ~ ~

CONTAINMENT POLAR CRANE FIGURE 4-4 l

^

~

J

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA

() N

_ FANS

- lWA (1 & 2)

"B" RCP

! RPV "B" r r STEAM

.c=n. ) N ,

STEAM GEN. )

l RCP k' E l

% f"

/',

j'

, \ f

. ;.,n

%t' Mt.g . , L FANS

\

.g.,.,'., ;4 lW43 (A&B)

. 2- w'Y .

l l

O kJ RACKS FOR REACTOR VESSEL HEAD STUDS

) UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-5

[ ]

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA N

i E _,_ FANS lWA (1 & 2) -

"B" RCP i

I r n Y N ) \ G )

RCP kf" , PR E l

% \

^

3 F

%y l

FANS lW43 (A&B) i l

STUD TENSIONERS UNIT 1 l

CONTAIMMEMT POLAR CRANE FIGUra 4-6 j

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA N

O- -

l 1

E _ FANS

,r lWA (1 & 2)

"B" RCP RPV "B" STEAM STEAM I

_ ( e "7 -

\ GEN. )

R E l

l

.i

, <.6N ^ .$. .f ':3},\

> e

.y  ?: - @

3 ,

m.

N. -,, FANS l k% .

.' lW43 (A&B)

• a:.m., 4,', ,,

l 7 PLUG IN THE REACTOR VESSEL MISSILE SHIELD UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-7 J

SHADED AREA REPRESENTS ALLOWABLE LAY DOWN AREA N

~

l

'T FANS

'2 lWA (1 & 2) .

r "B"

RCP 1 l (STEAM l STEAM l t s \ cr*7. \ 's GEN. )

RCP R y+

E l

l , FANS lW43 (A&B)

(c' t>

REACTOR VESSEL HEAD LIFTING DEVICE i

UNIT 2 CONTAINMENT POLAR CRANE FIGURE 4-8

. ~

SHADED AREA REPRESE!'TS ALLOWABLE SET DOWN AREA O N I

I y

8 # FANS lWA (1 & 2)

"B" h RCP

\

l V

, STEAM O I STEAM I l t r an1. Y' \ GEN. )

r ht ci N

p. 4['

/

/ /

PR SSUR,; E

'. a

\

a FANS

( lW43 (A&B) i ALTERNATE l LAYDOWN AREA -

P.A.R. VESSEL INSPECTION DEVICE UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-9 i

3HADED AREA REPRESENTS ELOWABLE SET DOWN AREA N

O I

i E _ FANS

. lWA (1 & 2)

(t

~' $$ y/

'.'r ci p

. .; 4

[RPV STEAM I '

STEAM

\ crN. i E

k S

( GEN. /

' O. '

CP , .

SSUR E

q. .e

\ ,

,d8:,n .

' $[ ,, . -

L' -

v i

~~

j ,'

FANS E.

^ 1W43 (A&B)

"*"' :%L _

_f I

D MISSILE SHIELD PLANKS FOR "A" AND "B" REACTOR COOLANT PUMPS LN l UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-10

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA I

i~

FANS lWA (1 & 2)

X \

"B" RCP 1 .

\

STEAM l STEAM l 1 7" - k ] ( GEN. )

RCP SS 'E l

l

, FANS lW43 (A&B) l I

n'

'- /

MISSILE SHIELD PLANKS FOR THE PRESSURIZER U:.I: .

j CONTAINMENT POLAR CRANE FIGURE 4-11 l

ED g ##PREsty7g BLc ggt DOtry

/N l'

M PAVs E (1 g

=

' B '*

RCP g

y)

&(g "g*

RCp N GEy PR 0

2 PANS

'"*' (^'s

,~j i

O SNuggggs pog ,,g,, AND "3,, GENcq U:;IT 1 CONTAIMMENT POLAR CRANE FIGuie 4-12

A I

VESSEL INTERNALS l RACK FANS lWA (1 & 2)

.l "B"

RCP RP STEAM A L2 i STEAM I I e <

r:r37 . / k (. GEN. )

n RCP E

%' /

FANS lW43 (A&B) l

({'] UPPER AND LOWER VESSEL INTERNALS UNIO 1 CONTAINMENT POLAR CRANE FIGURE 4-13 2

N O  ;

I E FANS lWA (1 & 2) 43 RCP O

4 i F / \

O\)

GE \

g RCP R E

• l FANS 1F43 (A&B) h H AND V DUCTS A OUND REACTOR VESSEL HEAD UNIT 1 CONTAINMENT POLAR CRANE FIGURE 4-14

'O A

lN FANS 2W4 3 ( A & B) n

/ l STEAM GEN.

l i

FANS

\

2WlB (1.& 2)

EANS R

' /P y

~Qf ( /

(

RCP

/ h l

m STEAM i f

i (3

SPARE REACTOR COOLANT PUMP UNIT 2 CONTAIMMENT POLAR CRANE FIGURE 4-15

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA A

'O N i w N, x s

7 FANS 2W4 3 ( A & B) l STEAM l

/

FANS 2WlB (1.& 2)

R w A-2) y -

y (m

I STEAM l

/

D i

l MOTORS FOR "A" AND "B" REACTOR COOLANT PUMPS UNIT 2 CONTAINMENT POLAR CRANE ~"RE 4-10

SHADZD AREA REPRESENTS ALLOWABLE SET DOWN AREA A

o ~

\

s FANS 2W43( A & B)

"A" l

STEAM 1 GEN. FANS 2WlB (1.& 2)

I

~N" 2, s

R;^6

/ ob c_y y bb\ _

6 zy '

/

l b

STEAM ' '

~

~

S NOT CROSS R. INSTRUMENTATION LE HATCH l l

FLYWHEELS FOR "A" AND "B" REACTOR COOLANT PUMPS CONTAI!- IT POLAR CRANE

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA A

C) N i

N FANS 2W43 ( A & B) i STEAM ' ,

FANS 2WlB (1.& 2)

R RPV

)

RCP Q g' '

l STEAM i

l l

)

l REACTOR VESSEL HEAD UNIT 2 FIGURE 4-18 CONTAINMENT POLAR CRANE

SHADED AREA REPRESENTS ALLOWABLE SET DOh3 AREA

[A

[' <h FANS 2W4 3 ( A & B)

I h

\

I STEAM GEN.

l j

/ {

~

l FANS 2WlB (1.& 2)

/ FANS -

2WlA R R P

~' /

\  %* __,

RCP Q '

/

mSTEAM 1 o N I

b I RACKS FOR REACTOR VESSEL HEAD STUDS U:!!T 2 FIGURE 4-19 CC::TA :::'.I::T POLAR CRA::E

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA O

A N

I FANS 2W43( A & B)

~

N l

STEAM l

/

GEN. 'i ;f/ FANS

[{' g 2WlB (1.& 2)

FANS '

f

, AI71A g I /p

~_.)E '

{ \ "B" l RCP

/

l m

STEAM l l

i l l

! O I STUD TENSIONERS UNIT 2 FIGURE 4-20 l CONTAINMENT POLAR CRANE

SHADED AF.EA REPRESENTS ALLOWABLE SET DOWN AREA o A

~

I

. . h4' 7 x 4 (A& B)

/

l M

STEAM l

/ '-

FANS s 2WlB (1.& 2) s' 2, w

z ih DaL\

rv "B" RCP I

m STEAM l i

l

" x I

\ PLUG IN THE P.EA TOR VESSEL MISSILE SHIELD UNIT 2 FIGURE 4-21 CONTAINMENT POLAP CRANE l

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA i

l lN I

'h

FANS 2W43( A & B)

/}

4 I

m STEAM l FANS 2WlB (1.& 2)

/

R q 3

)

m I& E

,9 RCP

/

b

~ .

z Y-l t O I REACTOR VESSEL HEAD LIFTING DEVICE

~

CC:: TAI: :- T POLAR CP.;;:E

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA i N I

l lh FANS 2W4 3 ( A & B) l mSTEAM l

\

FANS 2WlB (1 & 2)

FANS -

/ PP q 2)

R f RPV "B"

RCP

/ l STEAM '

ss w

I

@ l P.A.R. VESSEL INSPECTION DEVICE U:IIT 2 FIGURE 4-23 CC:!TA ::::E::T POLAR CRA :E

SHADED AREA REPREEENTS ALLOWABLE SET DC'.C4 AREA i

l o

N

\

\

Of yAUS 25443 5 A

\.

~n 1B (1 b FASS g 2'.41A 11 e g A} ,

y ,

//

~

a g s "

\

\ .- ,, 3 s.

\

hSTEAM GES- )

J

\

9 \

glsb1 von "A .3a REACTOR COOLAUT

\

4,24

• f IT

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA N

I

'h FAUS 2W43( A & B)

I I

bSTEAM ' $

k GEN. FANS 2WlB (1.& 2) 2)

w L W N"B" ,

RCP

/,

m l

l STEAM l 1

__1

i O I MISSILE SHIELD PLANKS FOR THE PRESSURIZER CC

: TAI: . :T POLAR CPJ. :E

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA A

f,~

FANS 2W43( A & B)

/

^

I STEAM l

/ .

- FANS

, .g 2WlB (1.& 2)

EANS

_- Y R 2) l

& /

"B" RCP 1

/

l STEAM I

l l

l s SNUBBERS FOR "A" AND "B" STEAM GENERATORS l

UNIT 2 FIGURE 4-26 l

CONTAINMENT POLAR CRANE

SHADED AREA REPRESENTS ALLOWABLE SET DOWN AREA A

o ~

l V

FANS 2W43 ( A & B) l STEAM

/

FANS 2WlB (1.& 2) d' R" h m bPsRwN w / (c'P W 2,

"B" RCP

.l) .

W I

STEAM I d

/

INTERNALS RACKS l l l

l

(] UPPER AND LOWER VESSEL INTERNALS UNIT 2 CONTAINIENT POLAR CRANE

DUCT IS SET DOWN ON MISSILE SHIELD CVER RPV (PATH OF MISSILE SHIELD) o i~

\

s FANS 2W4 3 ( A & B)

I STEAM l

/

GEN. FANS 2WlB (1.& 2)

R

2) ,

RPV -

e ,

m RCP z

l STEAM J

l h H AND V DUCTS A OUND REACTOR VESSEL HEAD UNIT 2 FIGURL 4-28 CONTAINMENT POLAR CRANE

o e m L ,/ L} NJ' s

D F ')

/.

[1 c- -

1O 13 ahl

\

UNIT 1 'IURBINE IRI.L _QNTPQL_ MDG _

UNIT __2 TURB ME imLL _ _

i , ..

. a n ,

7 T- 3 l! 7 ~

l h

F- ,a + l :l l

~

L .'E l F Till

\ l7/ l L _jll! _. ! 7

.)\1

~

u L

_ ~33RE!M~_

V_ V j

/\ UU - _

T /\ . ._. ._ _ _ - _ ,_.

N Q \ CRANE RAIL PATH OF 'IURBINE IUIOR ALIlhaBLE PATII FOR IfkTS s._

OF 24 000 POUNDS OR LESS CARRIED AT 9 INCllES OFF TiiE FLOOR m

2. FOVFFFNT OF FFAVY LOALF A N IS UNREETRICTED FOUTP OF

$ COLUPN LINE ]O AND NORTP

'IURBINE BUIIDING MAIN CRANE OF COLUMN LINE 33.

t O

=C a

AA h

• 8 x2 m\ Dw

& . . w=

's. ' ' $t n k-Z8

,'b -M ',' ,O, t%; a<

s  % wa 11.fi h '--4..]3. 5- N

'% a 9 - <;,w? <A b,f. ,;Q. t , j'k (d

,. k'g t, T $k

$ -' ---------- + - -

a<

_he.'3jt g'_'ab.' 4._a:g . s H

f. fifrN ,tg,d}i:'%4 h, 3?$ p,. $

sr

r. 5 7.

J' 6 *y A y

t. h 2 uf(4 g4 jhr '4 *.(P .. O l #

9 D ?Nr 4 0

i k7#dh., 4 7

if$li D, 4.g ya%,.% +,dd h,W%;d S y e s eg$gg. *g r ig s

e

_ ey . . ~, .( _

y.

n s

$e,esi!L tw n ,1 6 ,g wAq7a,h'

, , s Nb f,  :. _, us-l$  ! ] _* _.

cg,N ,

v> m ._c _.,_ _

, 9;MfE M M M

%MM h4%#,.V I I

• :N iw M >:.cchN II k+ E' a

y.. z.$

a

- Ma wg a

~ s 3 ..

=.

. rw.R 4% rs,- $ m .-i N

~sa u = '

s

. wg.gr- -c.% n.,t ; 4 g N

u 4

_w c.;m c s d , g..w.9..; s 4;a<s.t

- . . . . fv. "8 5-

/

c _(.s.a

!b. sij@i sm p ceq % a:g*.vgAcv.7W.,

M m.'

'k.? N4.?

l

• q %--m Q+*.A 25

.g

'S miox . .. m )w w. -

p,, ,

C -

FIGURE 4-30 ,

Y