ML20080U397

From kanterella
Jump to navigation Jump to search
Rept on Special Lifting Devices
ML20080U397
Person / Time
Site: Shoreham File:Long Island Lighting Company icon.png
Issue date: 02/10/1984
From:
STONE & WEBSTER ENGINEERING CORP.
To:
Shared Package
ML20080U389 List:
References
11600.02, NUDOCS 8403020290
Download: ML20080U397 (47)
v • d • e


Text

{{#Wiki_filter:_. 11600.02 Orig. Issue February 10, 1984 SNP I i ~ i REPORT ON SPECIAL LIFTING DEVICES SHOREHAM NUCLEAR POWER STATION - UNIT I LONG ISLAND LIGHTING COMPANY BROOKHAVEN TOWNSHIP, LONG ISLAND, NEW YORK PREPARED BY: STONE & WEBSTER ENGINEERING CORPORATION BOSTON, MASSACHUSETTS 8403020290 840221 PDR ADOCK 05000322 E PM i

Orig. Issue 11600.02 REVISION RECORD Revision No. Revision Date Description of Change

Page 1 of 15 Orig. Issue 11600.02 CONTENTS PAGE SECTION I INTRODUCTION.................................. 2 (1) Scope (2) General Requirements ) (3) Approach (4) Summary of Findings II SPECIAL LIFTING DEVICES & CRITICAL LOADS...... 4 III DESIGN ARRANGEMENTS........................... 5 IV DESIGN STRESSES & BREAKING STRENGTHS.......... 7 V DYNAMIC CONSIDERATIONS........................ 9 VI WELDING....................................... 10 s VII MATERIAL IMPACT CONSIDERATIONS.................ll VIII INITIAL ACCEPTANCE TEST....................... 13 TABLE 5.1. (1)(a), SPECIAL LIFTING DEVICES......... 14 6 SCHEDULE FOR SPECIAL LIFTING DEVICE MODIFICATIONS & ACCEPTANCE TESTING................. 15 9 ATTACHMENT A DRAWINGS...............................A-1 ATTACHMENT B REFERENCES.............................B-1 2 h

Paga 2 of l5 Orig. Issue I INTRODUCTION (1) Scope : This report is the response of tne Long Island Lighting Company (LILCO), operating license applicant for Shoreham Nuclear Power Station, Unit 1, to the Nuclear Regulatory Commission 's December 22, 1980 letter request [1] to provide an evaluation of the lifting devices for each single-f ailure-proof handling system with respect to the guide-lines of NUREG 0612 [2], Section 5.1.6. The report covers special lif ting devices only, which were listed for the Shoreham Nuclear Power Station under Table 3 of Docket No. 50-322, the LILCO Phase 1 submittal [3]. (2) General Requirements : NUREG 0612, Section 5.1.6 (Single-Failure-Proof Handling Systems) paragraph (1)(a) on lifting devices basically states the following: L Special lifting devices that are used for heavy I loads in the area where the crane is single-failure-proof should meet ANSI N14.6-1978 [4] a standard on special lif ting devices for shipping containers of nuclear materials, as specified in Section 5.1.l(4) of NUREG 0612, except that handling devices should also comply with Section 6 of ANSI N14.6-1978. If only a single lifting device is provided instead of dual devices, the special lifting device should have twice the design. safety factor as required to satisfy the guidelines of Section 5.1.1(4). In turn,Section 5.1.l(4 ) of NUREG 0612 again states that special lif ting devices should satisfy the guidelines of ANSI N14.6-1978, as well as stating the.following additional considerations: For operating plants certain inspections and load tests may be accepted in lieu of certain material requirements in the ANSI standard. In addition, the stress design factor stated in Section 3.2.1.1 of ANSI N14.6 should be based on the combined maximum static and' dynamic loads (excluding. seismic loads) that could be imparted on the handling device based on characteristics of the crane which will be used. This is in lieu of the guideline in Section 3.2.1.1 of ANSI N14.6 which bases the stress design factor on only the weight (static load) of the load and of the intervening components of the special handling

device, s

Page 3 of 15 Orig. Issue 11600.02 (3) Approach: A basic discussion of the special lifting devices and critical loads for the Shoreham Nuclear Power Station, } Unit 1, is provided in Section II. l The major design, fabrication and initial acceptance test requirements of ANSI N14.6 are discussed in Sections III, IV, VI, VII and VIII. The dynamic considerations of Section 5.1.l(4) of NUREG 0612 are discussed in Section V. Table 5.1.6(1)(a), "Special Lifting Devices" lists all special lifting devices and the critical loads they lift, and summarizes the compliance of each device (after any required modifications), with regard to design, fab-rication, initial acceptance tests, and dynamic consider-ations. Each major heading of the table corresponds to a section in the body of the report. The " Schedule For Special Lifting Device Modifications & Acceptance Testing" lists the six lifting devices covered by this report of which four require modifications,and five require acceptance testing. The schedule for completion of all modifications and testing is as indicated. Attachment A provides drawings of the reactor building polar crane redundant main hook, and drawings of each special lifting device. The drawings for each lifting device either show the arrangement which meets the requirements of NUREG 0612, or an additional drawing has been included to indicate the required modifications. Attachment B provides a list of references. The bracketed numbers throughout this report correspond to these refer-ences. (4) Summary of Finaings: The special lifting devices for the Shoreham Nuclear Power Station, Unit 1, as described in this report, meet the requirements of NUREG 0612 Section 5.1.6.

Page 4 of 15 Orig. Issue 11600.02 II SPECIAL LIFTING DEVICCS & CRITICAL LOADS } In reference to Section 1.2 of NUREG 0612 a special lifting device is defined as follows: "A lifting device that is designed specifically for handling a certain load or loads, such as the lifting rigs for the reactor vessel head or vessel internals, or the lif ting device for a spent fuel cask." The special lifting devices for the Shoreham Nuclear Power Station provided in docket No. 50-322, the LILCO Phase 1 submittal, are listed on Table 5.1.6(1)(a) of this report. Subheading II of this table "Special Lif ting Devices & Critical Loads" gives the lif ting devices drawing No., mark No., manufacturer and rating. All referenced drawings are provided in Attachment A. The manufacturer of the listed special lifting devices is one of the following: NES(Nulcear Engin-eering Services), Whiting Corporation, or GE(General Electric). In reference to Section 2 of ANSI N14.6 a critical load is defined as follows: "Any lifted load whose uncontrolled movement or release could adversely affect any safety related system when such system is required for unit safety or could result in potential off-site exposures comparable to the guideline exposures outlined in Code of Fede ral Reg-ulations, Title 10. Part 100." [5] o A critical load is also considered one which if dropped would result in not meeting criteria I through IV of Section 5.1 of NUREG 0612. Table 5.1.6(1)(a) lists the critical loads to be lifted by each special lifting device. The weights of each load are also listed, with the letters MCL indicating the maximum critical load to be handled by a specific lifting device.

Page 5 of 15 Orig. Issue 11600.402 I I III DESIGN ARRANGEMENTS In reference to Section 4.6 of NUREG 0554[6] Single-Failure-Proof Cranes for Nuclear Power Plants, the design arrangement for the load attachment points of lifting devices that connect to a dual load path crane shall be as follows: " Lifting devices that arc attached to the load block such as lifting beams, yokes, ladle or trunnion-type hooks, slings, toggles, and clevises should be con-servatively designed with a dual or auxiliary device or combination thereof." As indicated under subheading III of Table 5.1.6(1)(a), each special lifting device is provided with dual attachment points to connect to the reactor building polar crane's redundant main hook. Drawings of the redundant main hook and of each lifting device are provided in Appendix A. In reference to Section 6.1 of ANSI N14.6, the overall design arrangement of special lifting devices shall be as follows: "When special requirements call for the handling of a critical load, the crane performing the hoisting and transporting shall have special features such as in-creased stress design f actors or a dual-load path hoisting system. The special lifting device used with a crane such as this shall have either of the following: (1 ) Load-bearing members with increased stress design factors for handling the critical load. (2) \\ design such that while handling critical loads of single component failure or mal-function will not result in uncontrolled lowering of the load. " As indicated under subheading III of Table 5.1.6(1)(a), both the NES and Whiting lifting devices are provided with a dual load path design. The Whiting devices have two completely separate and distinct paths. On the other hand, the NES device has members that connect certain points of the dual load path system. However, these members are arranged such that their failure could result only in the loss of one crane hook attachment point, or result in the loss of no more than two of its six lifting legs (rods).

Page 6 of 15 Orig. Issue 11600.02 As indicated under subheading III of Table 5.1.6(1)(a), the two GE lifting devices have a unique design arrangement in that they utilize a combination dual & single load path design. l If any one single sling, crane hook attachment pin or load attachment point fails, there will be no loss or the lifted load. However, other items such as the Dryer & Separator Sling " hook box" do not have a dual load path design. Except for the dual hook attachment pins, the design arrangement of all components and members of the GE lifting devices is such that they utilize increased stress design factors, p 4 l

Page 7 o f.15 Orig. Issue 11600.02 l IV DESIGN STRESSES & BREAKING $TRENGTHS In ref9rence to Section 3.2.1 and 3.7.6 of ANSI N14.6 it is J - intended that each dual load path have design stresses and breaking strengths as follows: "The load-bearing members of a special lifting device shall be capable of lifting three times the combined weight of the-shipping container with which it will be,used plus the weight of intervening components of the special lifting device without generating a com-bined shear stress or maximum tensile stress at any point in the device in excess of the corresponding minimum' yield strength of their materials of con-struction. They shall also be capable of lifting \\five times that weight without exceeding the ultimate st.rength of'th,e materials." "In the. event that wire' rope or chain is used as an element in a special lifting device, it shall be in conformanance'with American National Standard Safety Standard for' Slings, ANSI B30.9-1971." In-turn Section 9-2.2.1 of ANSI 'B30.9 [7] states the following concerning slings: x "The factor of safety for rope slings for all grades 5 shall be a minimum of five(5)." Note that chains,are not used as a load holding element for any of the special lifting devices covered in this report. Concerning single load path components, Section 6.2.1 of ANSI N14.6 states the following: s "A special lifting device designed with increased stress design factors instead of a dual-load path shall have its load-bearing members designed with at least twice the normal stress design factor for handling the critical load." As indicated under subheading IV of Table 5.1.6(1)(a), the NES s and Whiting lifting devices have design stresses and breaking strengths in accordance with the above requirements for dual load path components. And, except for the dual load path hook \\ L

l 1 Page 8 of 15 Orig. Issue 11600.02 attacSment pins, the GE lifting devices have design stresses and breaking strengths in accordance with the above requirements for single load path components. The GE hook attachment pins also meet the above design stress requirements for dual load path components. In each case, the load considered (w), is the maximum critical load which the lifting device will handle.

P h Page 9 of 15 Orig. Issue 11600.02 y / v ..j., / , sV DYNAMIC CONSIDERATIONS 1 j. r In reference to, Segtien 5;.l.l(4 ) of NUREG 0612, special lifting ~ devices are to considir~ dynamic loads as follows: ^ "The stress design-factor stated in Section 3.2.1.1 of ANSI N14.6 should bo based on the combined maximum static and dynamic loads that could be imparted on the handling device based on characteristics of the crane 4. which will be used." <r (' With regard to the crane, Section 3.3.2.1.1.4.2 of the latest f, industry crane standard CMAA Specification #70 [8] states the dynamic factor to be as follows: g - l I"This factor applies to the motion of the rated loadiin i r the vertical direction, and covers inertia forces due / to the sudden lifting of the hoist load and the un- ' '}.. - certainties in allowing for other influences.iThe hoist load factor is 0,.5 percent of the hoisting spead in feeti per minute,,but not less than 15 percent...." t iSince the Shoreham reactor building polar crane main hoist has a maximum rated load speed of 5 fpm and a maximum no-load or ' !o light load speed of 16 fpm, the dynamic factor used for design fy.of therspecial lifting devices is 15% of the maximum critical / load to be lifted. 'i ~ Whiting and GE lifting device meet all' design stress 'Each NES, A *, and breaking strength requirements of.Section IV with the addit-

ion of a 15%/ dynamic factor.

This minimum dynamic, factor is indicated under, subheading V of Table 5.1.6(1)(a). n, i q .e ,:/ 2.. sf .1 f lV Y' ' jM p ~ s t I l ,4 g f / k. g' J?' Q 5.Y .e 7

' )5 y l:
  • i s

r y (. c d } l c L--_____-__ d

Page 10 of 15 Orig. Issue 11600.02 VI WELDING In reference to Section 4.1.5 of ANSI N14.6, the welding of a special lifting device is to include the following: Qualification of welding procedures, welders and welding operators are to be in accordance with the ASME Boiler & Pressure Vessel Code Section IX [9] or in accordance with the AWS Structural Welding Code Dl.1[10] as required by the design specification. As indicated under subheading VI of Table 5.1.6(1)(a), the NES and GE lifting devices are welded in accordance with ASME Section IX, with the Whiting devices welded in accordance with AWS D1.1.

- = Page 11 of 15 Orig. Issue 11600.02 VII MATERIAL IMPACT CONSIDERATIONS SA l1 j,p; -4 h'2[.k In reference to Section 3.2.6 of ANSI N14.6, the material h.pff, impact consideration for a special lifting device is to include the following: S 1-WW "Unless exempted by the provisions of paragraph

E. '.$

AM 218 of the ASME Boiler and Pressure Vessel v/f,, code, Section VIII, Division 2 [11), materials e.V. V J for load-bearing members shall be subjected to whk.f a drop weight test in accordance with ASTM E208

.
. : a

[12] or a Charpy impact test in accordance with %:yp ASTM A370 [13] at a temperature 40*F(22*C) below . 7Af the anticipated service temperature and shall dit i meet the requirements of the design specification." p{, f./.. As an alternate to the ANSI guideline, Section 5.1.l (4 ) of EE? " NUREG 0612 states the following: "For operating plants certain inspections and load tests may be accepted in lieu of certain vaaterial requirements..." Further guidelines on the use of a load test in lieu of pro-viding materials that do not exhibit brittle-fracture tendencies have not been issued for lifting devices. However, the following criteria issued for cranes in Section 2.4 of NUREG 0554 shall be used to meet the intent of the above NUREG 0612 guideline for lifting devices: ...it may be impractical to perform toughness tests for cranes that have progressed too far in the manu-facturing sequence or for cranes already built and operating. Such cranes should therefore be tested by subjecting the crane to a test lift at the low-est anticipated operating temperature." As indicated under subheading VII of Table 5.1.6(1)(a) the materials used in fabricating the Shoreham special lifting devices were not impact tested. The NES lifting device, primarily made of 304 austenitic stain-less steel, is exempted from impact testing since its struct-ural materials exhibit good fracture toughness. In exempting materials from impact testing ANSI N14.6 references a para-graph of the ASME Boiler and Pressure Vessel Code which only covers ferrous materials. However, a different section of this ASME code, Section III Division 1, Subsection NB[14], para-graph NB-2311, specifically exempts austenitic stainless steels from impact testing.

Pego 12 of 15 Orig. Issue 11600.02 The Whiting and GE lifting devices, primarily made of A-36 steel, are " cold proof" tested at a temperature equal to or less than the lowest normal anticipated operating temp-

erature, 60*F.,

NUREG 0612 allows this load testing alter-pate for operating plants. Since all Whiting and GE devices were designed and built prior to the issuance of NUREG 0612, this option is deemed applicable for these specific lif ting devicas. The test load used for the " cold proof" test is the initial acceptance test load specified in-Section VIII of the report. Major welds and components are nondestructively examined after load testing. Ol

L Page 13 of 15 ( Orig. Issue 11600.02 VIII INITIAL ACCEPTANCE TEST In reference to Section 6.3.1 of ANSI N14.6, the initial ( acceptance test of a special lifting device is to be in accordance with Section 5.2.1 of the ANSI standard and in accordance with the following: f (1) For special lifting devices designed with increased stress design factors instead of a dual-load path, "...the test load shall be three times the weight that the device is to support." (2) For special lifting devices designed with a dual-load path arrangement, "...each path in the dual-load-path device shal. be subjected separately to a load test equal to 150% of the total weight to be lifted." Subheading VIII of Table 5.1.6(1)(a) lists the acceptance test loads applied to each lifting device as a percentage of the device rating. The acceptance test load for the dual-load path NES lif ting device is 200% applied separately to each of the dual hoist hook attachment points. The acceptance test load for the dual-load path Whiting lifting devices is 150% applied separately to each of the dual hoist hook attachment points. The acceptance test load for the combination dual & single load path 3 lifting devices is 300% applied to the entire lifting device with an additional test of 150% applied separ-ately to each dual hoist hook attachment point. Major welds and components of the special lifting devices are nondestructively examined after load testing.

TASIE 5.1.6 (1) (as If III / sitCIAL LIFTING [EVIGS 4.a;**1U.14 ADS ISIGN ARRANCPE gy DESIGN S AL I4AD PAN COM N N M 4 E AG i l TITt2 OF SPECI AL LI? TING IEVY 2 SW WITHOUT (DRAWI N 3/MAAE 9/MA8dUFACTUE3. 3w Wygg SPECIAL ATTACHE!r" PATM N. PATH THROUCH. DUAL & $1E LO EEGELING THE I EXGEDIFG YIELD

  • IFTING POINTS M CRANE OUT OUT IAAD PATM FOR STHUCTURAL 2VIG HooE STRUCTURAL CRITICAL.IAADS TO W. LIF1ED w_MBERS E MERS m 5r t e we r e POWTARIE PEFUEtJMG RADIATION

$HIELD LIFTING SLING ASSEMaLY 15 TON YES ES YES YES Drawang 880E6957 & 80E6959 mrk # 1F15.sr.003 traatecturer: Nuclear Enginnersag Servtces ItCS) %rtable Refueltag Radiation Shield. 12.5 Tua (*1) DWYWELL KAD LIFTING BEAM ASSEMBLY $0 Tom YES n$ yES YES Drmean00 U.76632 Mark 4 F11 10-051 Manufactureri miting Corporatien !%11 Head - 43 ha (McL) IEAC1DR CAVITY SMi%D PLUG LIFTING BEAM ASSTMY 104.1 ' ION YES ES ~ Drotange U.79019 18 ' -6

  • Marke F1110-C54

% acing inanufacturerr m itsag Corporataca 55.1 Tom (Lifttag at 18'.6* Spacing) 10' Sa mield Plug A 104.11ba (MCL) Spacing Shiaid Plug 8 - 87 ha (For Fluge mield Plug C = 97 Tom E.EJ & E4) mield Plug O. 76 tua mield Plug E. 85 Tom Ateld Flug F 100 Tom Dryer & Sep. Plug J = $0.6 Tom (Littlag at 10'-8* Spacing) Dryer & Sep. Plug IL95.1 Ton (MCI.) Cryer & Sep. Plug E3.55.1 Ton (psi) Dryer a Sep. Plug E4-55.1 Tba(MCE. SHIE14 PLUG & CA$E ESTRAINT toad CONNECTon 9 TON YES ES YES YES Drm ing 0U.79038. M.13407. M.13409 Mark 4 F11 10-056 Mansfacturers mating Corporataos Refuel. Canal Plug L = 7 Tbn Refuel. Canal Plug M - 9 Ton (McL. l M uel. Canal Plug M e 9 Tea (PEll Refuel. Canal Plug N. 9 Tea (peii Cask Restraint - 6 taa Dryer 4 Separator Sting 51 10m YES YES YES YES Drawsng 8 367E993. 796E719 194.25* (h1 lbok (Dual Hook Mark 0 IF13 e $14001 Spacing Attachment Attactument Manufacturer General 21ectric(21 Pins) Pins) (Laf ting at 194.25* spect::q) 29 Tom separator 51 Too (MCI.) 204.5* (Littlag at 204.5* opacing) Spacing ' Dryer. 291ba (McL) BEACTOR PRESSURE VESSEL 60 TON YES YES YES YES M AD STRONG BAG IIbal Hoot (Dual Moon Drawange 762E937, 796E720 Attactunent Attachment Mark 8 LF13 10-016 Pi w) Pins) Manutacturer: General Electric (2-RPV Head. 59.0 Ten (McL) RPV thed Insulatson.16 Tom I I l ?

Also Avtihble Gn P ge 14 of,15 Ap:rttire Cerd Orig. Issue { 11600.02 1 SPCCIAL LIFTING DEVIGS DYNAMIC MATERIAL IMPACT -,III(INITIAL MSSES & DR4AAING STRENCTHS CChS!! ERAT 10m 4LDING CONSIIERATIONS g 3,g gp kNI SING:E IAAD PAN COMPCMT.NTS MI3Ints WELM D IN WELT D gg EXEMPTED PER COlh PROOF TEST 14AD W WITH WT 6W WifHOUT JW WITtKNT 10= WITHOUT IMPACT m B&W EN AT OR M WG M A@RDM ACCORDANG KGEDING TE EXG EDING YIELD EA3EDING TIE EXGEDING T E CONSIIERED WITH ASM WITH Avg COM, OR EW TIE I4AD PATit LEAKING FOR STRUCTUR4L ULTIMAC FCR BREAKING MEN HANDLING OA*I N NGTM TOR gMgg g3 STRUCTURAI, STRENCTH FOR MAXIMUM MED MWN EMD M I IX E 8P. MN' T M!T PS WTpr rows CRITICAL LCAD TT MPE RA TUPE 4% OF RATINGS 15% YES E XEMPTED 200% YES ~ PER ASE B4PV CON i ? i YES 15g TES YES 150% l l l s yg3 150% 15% yES YES C 15% YEb YES 150% i i I l 1 YES YES YES 15% YES YES 300% TOTAL ALL OflER ALL OTTER EN#8 ENRS 150% Applied to each hnok attachment pin YES 300% Total YES YES YES 15% YES ALL OI1ER AIL grlER 150% App 11ed "NM ""8E R8 tu each hook attachment Pin i .e wg) s.. II l A-A.E.R..U.h_ CW13 8403020290 mg

l ll { ll l l 4 7 O5hnG N2 U m g g g g g n n n n n 24 i i i i i 08 el el el el el h e h e h c h e h e -r 0 0 t u t u t u t u t u 0 1 f f f f f 6 - oe oe oe oe oe 12 t r t r. t r t r. t r 1 e e e e e rt g rt g rt g rt c rt g osa osa osa osa osa irt i rt irt irt i rt riu riu riu riu riu Pf o Pf o Pf o Pf o Pf o O O N N G N I T S S s S S S G E E e E E E E Y Y Y Y Y Y I n C g g g g N n n n n A HS i i i i T CN el el el el P I O HI he h e h e h e m G WTED t u t u t u t u f f f f C ABE A YC T oe oe oe oe t r t r t r t r BI OE ~ e e e e FTL rt g rt g rt g rt g EI P S TDEM osa osa osa osa i rt irt i rt irt M AORO riu riu riu riu O DMAC Pf o Pf o Pf o Pf o I 1 TAT CI S I N N FU O I I D O O O D - TE N N N O AR MN CI O IU GI FQ T I E S S S S S I A DR E E E E E VT O Y Y Y Y Y ES M D R GE EW EO G TP I 1 F V 0 IR E 3 0 6 LA D 0 1 4 6 G 1 E 0 5 5 5 L 0 LL G 0 0 0 S AC N# H O I U I S O O O T CN TK T T T E FR 5 3 3 PM I A 1 l l l 1 1 SA LM F l i i F F H I F F F I I RE OR FOH ES L Y U NL T D OB N E I M I TE G A IC AS U R S I E L T G DA P N L S L A I E E A RG 0Y L S R N G L L S S CG GI N EB K E I EI NL I I M V S PV I S T HE A R SE L F SS C O E D EG I S R T R F UN L YA A UK &O R SC OG FI Y T T N ET DL I M GC E SA EI RF AB VA UE P EB LT I EM AE LN E RG TF EL E CB PN S PN l I I L S O O TL BD LS RG DC RT AL LA ON L OS TE E TI ED R T RI WM CT I A E CD OH YA AF HO RY AA PS RE EI SL EE DB RL D RI l (ll

PAGE A-1 l r Orig.' Issue ATTACHMENT A - DRAWINGS DRAWING # TITLE PAGE l S-71329-125 TON LIFTING EYE A-2 T-55880 125 TON SISTER HOOK A-3 80E6957 LIFTING SLING ASSEMBLY (FOR THE A-4 -PORTABLE REFUELING RADIATION SHIELD) 80E6959 REFUELING RADIATION SHIELD AND A-5 LIFTING SLING ASSEMBLY OPERATING INSTRUCTION. U-76632 GENERAL ARRG'T OF ONE 50 TON LIFTING A-6 BEAM ASSY. (FOR THE DRYWELL HEAD) U-79019 . ARRGM'T OF REDUNDANT SHIELD ~ PLUG A-7 . LIFTING BEAM ASSEMBLY U-79038 ARRGM'T OF REDUNDANT CANAL REFUELING A-8 PLUG LOAD CONNECTOR. { M-13407 FUEL STORAGE POOL LINER CASK A-9 RESTRAINT SH 1 M-13409 FUEL STORAGE POOL LINER CASK A-10 RESTRAINT SH 3 i 767E993 DRYER & SEPARATOR SLING A-ll [. 796E719 MOD. DRYER & SEPARATOR SLING A-12 762E937 HEAD STRONGBACK A-13 ( 796E720 MOD. HEAD STRONGBACK A-14

l

f 9 I w 5. z 3.,m,e y a 7,4-9ude2A v y I M u Ts c --l h 1 il r m 1 BhM %g 'il Cgyl @,Q ._m==- ~ n sannrn wr n- - ~, ,~n .e ~ C _ g] N o S S BR 6.oco ::h / 6," *'_*;/ l 4D>v L e t / - h -13 TAP. $ DEEP, e 3 HOLE S E 7UAuct l s - p' g -}- -- SPc ci. o n 4~B.C. i*) m ~ I 1 Q, 'T l I i ) h 9, SISTCR 0% L R G. l g i \\ - -) i i. { a k_.) I k./ I I 6*Oln. =- I t l 7 -a + L i e I d.oss V )l 716 +.oMW w- = - - l l l

8408020290 - 0 2 A-2 g I 3Y M. AA AB Ab Ad "N A P P. f cuxo 7 7'24 7'il T-55880-c T-s92.69 rof2 PURCHASE O R6EFC No. 3lO6 A '1*%Pc cTi oc Arica no. s n s -3 9 / g REAC TO C BUILDING MLAR C RAN C-IT3 t -C R M-Oc2 -To 4 0 11600.02 76 A 1 L ON C.* TG t. AN O L /6HT/NG C b M PAtJY FA 0) ,S HC RE NA M N 'JC L E AR Pow /E R s RATIO N - U N IT I %a a B L'00W HAVC W 'Tok N S HIP, Lor!G /.54.A ND Yo RK 'i' ~ ,T eis T4 10'9 0. R K c.: ULTRAso&C TE L t*CK 115T711 R 368, FOR4rJETIC 1 L PA W-7'Itt GRU Paf./j_ST*tY1-E-109-G.i ( L.ojD TE,TT ITT I S ) Tods. 9 I 3, g l qg A?ERTURE -r n u r. - cx. CARD > -- e. / } -' f ' / }*.-

1. g, s,

c,s-e n s. c ~.. r.s m W' f ST M G.*> ? CLAu D roec.c o PL/4TE w ,l N cW P Livc Ae n B e s m s c,. AuscT.Osec.h Bloc.m G EN L. l F.w wr s %n.. t i r-wc E < c s e e S - 7 p o v ; i Cwrb QN C c wu u. Fno m.u. co=G s,4 2 1 S

== sam =en asmova he. 1 J. ~ .a u acne =s oimensio.es =d.as *r . M ~$5 3 ; G 6 30 4 aov.' i- =au==== = =* i .1 10-9-75 ,....-.., p W w e Compos. TION. AMD N d _a 1,, ...,.,....en e ' / 100 legF AMS DiesLEgTk.V.. v.,e a w. i 7 v.m. ,e avio=. .m. ..i i. 7 (p v r-rr i W$... LNG t. fl 'J nu~o'a j w

  • .a e e nu it. m amas:

is _ l _ ' 'D'k K ?? TT ~ o.s3-7s h ' f MWrRG {i y p bylf DRR,Z u A: - i u 7.r aw Pam l Mao Available On Aperture Card

03 8 40 8 0 2 0 2 9 0 098SS.J. r l k 4 30 i'6 Dir 8"U r T: ' 4 U. t F.T nt O. " SET S 3 q., '[* 3 ;M / tecoK m3JT DEG R 5 9-4 Ac 2 A Tacos.-- 7) / y.1.' ' _ _. _ _._ _. h.!- s \\ as, N.. A f.. -... -.. / g l _. 7i 4 .L$ ' 3] W[ q' ~ ~ f.M..h.,2 [g -. i I'I eq u.,.,m,,. L. ,b '\\ l s t R I I J I l + i i '/g*_,

  • l ihr*l

,,6. _e c I r I d [.. l I I I Y l I~ 800# LANC. 4 ]q q- @ (;i g ,N 11 l[J.V N l\\ \\ 1 .O_ -...\\ 'd i __.)N T.+ i o m 6,=>.v( f'r n i i 3a-g 'I N' f J.

  • ;) -

t a 3 n;,Q;- w w- \\ y.. / f "C e K j l TO M D Gnuat Ptars

9s

~ ] l; } / of orn er w ua sineanoas \\ m y MR DRAwtus R.ssoor - Bc, \\ / l l \\/ trcapr weix tan rnt is g

l p,

/ O >l t Nf0PJfr LMZ frsistAwres. 'N I.f. _.. J / T e '._ _ _ l_ _, R '/ .= - ) , n,; ..] / Ify (* I I & = = s W ('essrs reg o m est uiries~e'N're ' rist ~~ reat a rrm 4 se e, moswaric ent.r<co.s Tu sr re a s-t o i - e 3 46 sao rest or es? Tw w s. i f a t v*1 ' ese cu.R .so sio641-s &c A s,'iew % e sw i-s9-R tar v ont tvi o es t. r-owAn c.n Am.c CI in n. -e.e s #. eu._.,. n r evecwat 7 e.s i. oc see w as %ucura= pom sT Aview -vwiT i. i.Jr cos.;w A ca-o n 2 oogn an Towns.e 6,ouc,x stano, se-w yoqq se stAa L. s.on e e FC H OO M t. A Tt t.s Cch AR.

    • ACE' W f

>*$0K 1'8MeE PCR S-7'TI9*4 \\ betd 5' 9 d isi TS91S*t Mo'?00-ff t g ym A t, A 55 AC AD AE ~

f Also Xvcithb Gn Aperture Card 3_3 I

a. art os e c oeevio =

.ag "Y2 )ag 3.t x g 2[3 B ecc: /f f,, } = gee. g,,3.. ,/ s I ~ </' Y,y / j, 94 ' y f'.Q,,' f,, = [ ,, 'ff<?y /, p /,y e.o, c'.. g i 9' ,/7 /'. g., s_

  • a j

'.' /..,. }y'

  • f/,f' l

A' >l ,y 's f/ e . ?,- 'i,;: ',f i f_ _ 1. A1 u '$'.l l.. I 'g,e H ep.2.- ~ Ibi cl e, }., '.c. FE. C. T t04 A-A E;5C tod.b-b ~ Tl.. i 3 l I u_CAQ ) q.- m T ,=le-o . I. 7 s:,.,w,,y. ~.,,, u -l.\\v.,ut'I- -.s, . -- s/g s V p y ~. f l / .f /,n . '...x l /e,. g

  • f,.1.

b ,/f x, /, ',r. o. / /s ,'s e ,p' ,s' n l ' h' s .X..- . \\. l_. _ ' J'.a, / A l-h ~ d I

e. :

y. q T C - ;C.. G._, ' C_. - C C' e_c.m c d

  • o - o l.

i cad. Acec'Th { emc4 ~ ~~ ' ....:T::'.-::::'.:.:. n.:' '. :: ~:.. gg q'g usu -*"*~~'~m C0MTD fRort OR& TS31OS 1 y;.g.93 ...-......~. n..

~ ::n ::.9.'::" ?:.7.

.'g:.. __~ '- -- % : ~':.::.:'<:.::.

. u n"::.*:. - - -'

~~ twe ae,c t. =. e. ~. c, ec. uc.1 WHITNG CORPORATO..N.. n t. Ae,Te. u.a c..e e n re. : N. 3. .9,.I_ m wa.c. .,. c.c sr. sc. N.'. y nao. n u d 5 " h. S nit t % _.. . g <.cc,v ...a eo Grao. -... # i 7 r iub 2( l' a. n 5:..a t e,4 Au. 0 n a e ~ em.u - a.... - c' Folt IGo it a t'no s(. 3dC D G s*140 'n X64 _ o Q g,,,, , ] v v y_,/ M'l A FV Fe4 STrie?:.EE3 S7EEt.He4 sfC *T*S Tn w. p I _L- ]

e I I r L l { M ss4 ocr ,.A 5/} - 1 rro j .i 'lerro l -sarce uaaa 33 s wrcu mu-t ropeso d j,,,)j tr* ? /{ s--- r-l } w T O rw / - + - - - - - ~ -,[.. /_ - - - ___.._l W tb ..u. A \\ d

  • / 31 9

scc wrc r V, I R N 4 r/ U" ~ as ' d / 'l \\ y&. .I / 'l \\ i, 4 i ~ i b 4

  1. ,;y -

tre& ='" i J'tr* l 7 \\q { 'k;* eq* * ,str wo rt t l N B T**' / 6 3 a J 7 Y'*+m } ' ' _ ?' /. N f rro f j' L 2500 A i ]p! ..,a q g -ar -s-- 8 stuu _,j ry,

a. _

c ( t.. 'I J A F--7 - o .---ug tro 2*. SECTION EB

  • * ' ~

' ' " ~

m. ej.sw r,*

7 5^0M'M T!*C^L WhDWG sjrro-p - s,y

yyyp.

g} ys 6.>. /] [~~' . h

' Wb se re m T

r,,. S . '___) (, ..--/.'/,)y '+' Ak ! j : .g- ? 50_id!'*,* s 5 ~ -~ N- ~. I T 3 19 ga r 5 r oj ncr--=, a, sf e-2} rro -y ararcapan JAwe C f sus oranus wiruj,mcn caanscrens as snowx _3 y= a (srELL 3 RAM *) SECTON A A Cl (FTNG 9 WG ASSEMBLY rFF 2 # lacis w 0.0 " ys}s)(arrEn 3rM,a.a FCWIM) ~ sua m%^3!c4etr DETR @ SLEEVE 4 g,,.,.. o - a rcia suis swac s anta wssrsso alone ELaihble On surnovco etow 2 ten Aperture Cad

f 8 4 0 3 0 s 0 ~ 9< 0 - d 9 A 4f t i I ,.r-- i i.tp - W. 'k,.j -. j. l 4 soi,I, L a ~o z w < ^ s n 4 23 I 7/,F ' ht= -N-x\\ mm 9s p' h. -p _ m., - p -,o j ace r v o - - }_, 'Q Lh'_zQ__L,,,i ' s r vo V wam c, c 0 wi hpb k__. E T ~Y ' x-m rwl nuv~s F _ m - 1 y, Q / - ~~-] h \\ nry-A Na

m

\\ 7 1 . ~6j L -R' f i / / I6,' -x v v s r.. j . __I -j 4 - ' v "" h' p q 4,. 4, i 4 -h \\, y-act (GC(p nc j i f\\L / p L j m '/ H 'l ( Ibfr - - f, r a, n l l! I - 4 _j p \\Y j M 8 i ) H y.r s 1

  • ro t

/, y s m4 ~ j wc a r,~ 1

  • i s wec z a

~* ,,Z Oh

    • V u reacao t

sa

  • i 1

1 .) , so a,A s i - "- ~ g ,y M A h ~1]r ~;- l l l p -, I i u m p_m) =gm;3? n1- _ gg' m .1 ext o p..._-, t,,, y,, 10 g q -

  • r,a -

E~1 e r-I t40TES cont _ n m+sa } n s rcac s ra-a n seu sa a L.f nu n u,,,,,, w no m,,,,,va a ro u,,,,,or,ori wwr,, ra scw, m~. <Aa ~, r-o.,s e rn au ypop ggyggpe yy3 may pm y yu,3 m y,g,,4 er n or n~u wco w a as u.v,me c a s M ACE g3pgg h!rN*N 4 Of EACN o r6*CP WMEN ',p(C.000A.9$9 rd s !

  • Po 3 $ r '> mas.

N ooOCo FM %* V 2 09 C Ablf L[kGrh5 MU$ r O{ f rmC manc,g sgo 70 L Okut rrON f Pe(S TRE rCNCO 8 Y A L L AD [G ttA s FC 60 % O D aff(R ADAC n sM cN(, _ 5s hG ASSE a*8L f NLL $$ OOOQr LGRO ,m,yuM ppygg gp[py,qq $(pgygyg E ^ ora **rL f e 4 rxE t or rtN6 no%w er 200 pincrer '{ $ r E D s+ 173 L ef ri4C C Ch rn,u $3 4*A rf %A t ~,ru m mr; R G*L E SS y g y5,5 rcs nar,c g gAO a,L,,g .c gqo 3o43;* 4 2 76 OR A 0 79 n~,sc ~e rco c uvutw n. e GAO A* Tu ' REM 3 snea di LL A 3C4 M r A5H GAGJCIMHOD gan 176PM$$r 900 v OLD wirH CEM rof'C A r Ch Cf PMOCf LOAD .a BA R 6 211 ty GL4/ rG3f AL VM a sowCusa / '[3 r/s4 A r.00 &ERL Ch r Gf rMJA RA'[D (APACi En er 30* 55 r rust ,, m,,..a b. rac awrerna nss c,rau wcias.seau sc up<.wo ,,,,, s.c,wev n,,.,,,, ;; mo,,,,,,y,,,,,.o %,,e_, g_ m_ 7 4, 7 / e tr n,u...so an~es a sca m uL y-q-l uaxrsavsu actos wat et &c usa nntraarr,,, r ;, r g co,, ; y,p 5 (CML (Qf r[M PN 9. & A s % L G ___ $$r resrto arrce moor rcsr o <nr i s*HsC s snenc rres S ri NLal r C WORo, p y. euw p m <~~.~ m La ~~~C r,uppG a e % DNGL E AC r!NG U $ r D** U NC T =.,,r:c- .o n,,..c. w a.s ra, w uEu^s ~~n- \\ mumm,~r wraea roa 6M L L OCs m.rw e <* **oorCoC** ~ e'La ysas ssimrucm-i a so neoa r ea ?n? *' d r' ~ i sJ r. n,rn tiF 47 t# r#NG & fie um-se eucasm (, ,,,,,r,, m, w,,,,,y,,, s uw c~os wa st reenis to *<rn pws 2 - w w, n,,,,,i. nc e c t, a s s r i lets JA" wor tf i nc hor *A ND \\ 3 S V l.nflEA L'.d I ~a c o r rces f 7' come t nG, J T 'l 1 ( noSor respM6farrE sen 1, r -u-f (} .,,-,.M,L,, ., _,,, - -,m

sr t wutn y~

~^[ i '

  • Mss,,r
  • c osa, m m r,"c#t'su otran.)

/- W_,/'.:' ~<*t ,,,r h I . a n,ou, 3 s 1 wu,,r:I L,rri~Tisant -noucur qssr 1 er ~G suas CJtu5ir j-i J 7 ,) _ ya a- , i 7 i6cs s r;; v s ^I t a f :l L,, n s -~ g + n. ,y, r. _. _. j somaawes ern6 pes M'., y's - i-- i .i,".,- _ _. _ _ _. k I 4- - in os i.*v !. o,,.,N % r ,w-q -=.=.::.==3l \\\\ ~- M: w.s-ui p { _... L_.._.* _

  • La
    • k-

.u-c<

5...A_. ', m,W'.

~au y u.. -.F g Eks., l 6. C m_,,, c m,r;;-.- d'i-.a* W " _w/$ -l PM SLE ASSEMeLY (a s.s ' ecH4.st onoca No 340042 I'll" -. j SPECFCATM 4 $6 couw, aacstra smto wm.w ass y -.,m-T -=y _g gApp eyLm _ %c g.--,,,_ pfd 'f sw naas NG 1F15 SH 003 i - go_E6 % 7 g*.".".",.". _._L_53603 i E _4 > M, Ac Na neco 02 I ,. orts"'** apopon C JS 1 SHOR(NAM NUCL[ Aa POWiR STATQ4 UPdf I 22I U l,_H".T",*.""""" r $233 200., vm ram) Ln,Hinc cemNv r mvos iowNW LO% & Am NE w W.h .n ;;;, ) ~ 4 f w E

D t ~ f ? e i i e t ~ H FUEL TRANSFDt CANAL r - n 3 ltl Q 8 , 4 '] / T~1 I h a ,Tf. % =_ ?' i i i y_o. ll l } EEF g -.i 'l ) w- -A 1 0 +- J~ a L -qq b )

t. _ a PM p

. JACK 'JpCREW LJ g 9 g -{5~Q ,D. ,!. :! (1 PALM OF Moos a id \\ / s' , JAW = LUG I 7,, MACH MARA Sal [ ge ugg, [kgi g[, y : "A 1 1 i lM ~ i/ W_ f p t g t4 J \\J d D 4 e 1 ~ l j { w-o= MAR. -(l: - h. -n Ik c a x C 30 ,-s .A. - / ~ .E 3 u..e,q --.-- { -i -~ nu h 1 y. '~ - {- - = l ELEVATION

M80 Xvdhble % Aperture Card ,-j, a i i ,..-x. dI e i l8 Jhad r#Ni=== I *** _ 4 WO. #d 7 ,.i }.r i a I ch H OPEP,ATING INSTAUCTICtJ$ %!EMBLY USING L RFJ)8fMIEllF_!MEh5ACowNect THE LsFTiedG Lieb TOT 4UFTIE EEAC1Da vEssaL FtANsE eu f t,'t THE uATCw Nasms peovtDED. V ASWE & Lor. ATE THE BOTTOM C# THE LIFTING SUNG A$5E.MBLY T l S-THE TOP OF THE REFLELING RADAT*0N $N) ELD siCE s'AstOF TME SM (ENGAGE THE LFTING LE.65 TD THE UFTieda LUGS .) l l O AtuuST EACh UFTsNG LEG By ROTATm4 THE TURNBuCJCLES O. ubsuc. TME PNs PROviDED. SISTER EL72E Wlh ALL PLAY &J THE IPwARD DiRECTON.

  • NOON h \\)

(~/ f G T,O REgp Twr5 ADJUSTMENT Swoi.LD BE VERIFIED sWiOR TO EA / f wivEL Full. GUARD S ( l USE W TkE UFTING Si,aNG Ah&EA$tY. 64A2'sEEE o E N esss

7..,.,g '

/ LUG E EDLPCAF PN %LEEVE-FSt D A11EuRLY D ANO SISTER 4 GoE6956 AC.CesACT inE uFie% s. sed. A55EMtlLV TOTH S p T MOOK TANGb Am.O sJ5ERTWGTHE R5M rex 1oa p,y o 1 SEE NES f.. J [2*A a urr TwE s,4 ELD cfF T)E FLOOR AND 54,5PEAC FOR 60 WiNUTEI SWIVEL 64 ANGER LUG 4 4 TD ALLOe# FULL STRETO4 CF TW. S.Ln4 CABLES.suwGs CuLv. REP M SOE6 5 Eqrt LOAN PATH uusT eE TwRovC C. WEAhuRE THE GAP BETWEEu THE BOYTOM OF THE REta o stEEva PW AND THE BEA3 hug $URFACE OF THE SAMEL HAheCmER LL.Ks. SEE NES om a:>e69s7 SECTION A-A STALL AUDAS4UM IF *.E GAD 15 GREATER TMAN I NCH,hAACMiuE AND NSLEEV 1 A. A; F E IN Fli'OMT 3 N5TAtt>TlouA.WEhA)vE MN#4AJWOF FOUR HEAS STUDS FROM R$N

s. wSTAtt AouusanA suscRT =To F RsT rLAvt sito Hott souTw OF FUEL TRANSFE.R CANAL.

(* SELOW OF TRANSFER CANu CENTER NE.RECE% edSERT APFROs A FLANCE **JRFACE. C.SUCE FUEL GuhaO lu THE RETRACTED FOSIT60 r#

4. LOwtR 564sELD NTO PLACE Efvteacs LOC 5

ll)'1* MN F. EXTEND JACMSCREWS UNTIL bNvG AGAWST CANA WALL,T khl RETRACT 'ATufrN. P9WS Aho REMOVE urtwo SLwG.ALS ROTATE G.DMhGAC.E. WELD LATCHshYi ed ' b

u. AFY ER Flott.muc. CAvtTY AND RfuoVWG kPd twTERNF EL Cs E

E I $ CAikE 4 s DEL NEg LCat FCLE wtTe# e400K.

  • I, Dwr. eOEt,9si 0 TO FEMOVE SwiELD REVERSE PROCEOt#tE.ET**c7 JAawEws mcw aFTur, secE gj5f AUTIOM:T'_m e me_.

i l BE EAisLY 4 CLEEN% A.JAcu%REWS ASD FUEL GUARO W4NGE PW h4Avasuovcp F0". i rLIFinde Sunda l ~ - i I / mneOEe959 sEE NEs 'T-f D S A5 m mSTALLED i A support $w ELO FRChA EMD BEARWG SURFACEPossTaou 5 STORACE P MOLE tM 3 m" A ADJUSTutuT EE.DCXING FOR LOCATNG PN WITH LIFTtNGLECa5 D TURWSuCELg E STCW?E LiFTmG $4.ING SEPkRATELY DETAC>EO, ,JAu MJT UFTtNO LEin SEE edES Dwo SO4Ce957 Y i , I, e*F .g ff 2 C (, I k 1 gJ N '\\ t [ gg,ggging EAceAttons nW4 TO Se6tELD

  • MEC.T)NO Piu L,,,

~, F g,ogge ACTUATOEE %EE NES Dweb SCEe955 = 4 aoEef hG la m M utL ouAfEO 4 ESTP&CTED i f"OSO)ON _u,,i W i

  • H s

4 ..=a======= t t t Et isT'- A ** 6... ,..~........ '..^..%* gng pts l .~.uws-y,,,,,,, y. f, j ,,gy.,,,, -- = -l=-_m ,r 6.g.,,-- L.,,,,,. p,,. p. n g l,==,,;r,,;.,,ll1 y,tayc,g = Jo m seat E,,,ND VIEW .e u k.Nar a3 W. f GhGJVh/**IkMM MTG MW / E NEs ~ a -i =~ sote9ne A =' Ato LFTM SLM ASSEAOLY PURCHASE OADER NO 340042 ".',,m . - = = aM OPERATNG tiSTRUQTaONS SPFCFICATION NQ SH1-308 REFLELNG RADtATION,+SHELD APOSJ4 AS5Y C**.:'.lL i g sow uARn Noirsis oos , d E!.53803 8OE6959 I' APPROX 266G3 (B5 j / J.O. Na issoo.02 SHOREMAM PAJQE AR POWER STATION.Up4T l $233 -200 "N o' I / APO Lf.sHTD4 CQWFWY ---u--* ~ -:;-,*,, 8 840 3 0 20 2 9 0 M j LONGI $L anocmHAvEN TowNsNp LCostances rom r a 8

, &y - --" l,1 i l ts s elin b l g **g l f'1I . 6N: s' / t4 m ~ i is 3 i fSjJTours alB C p; ---+2- - -.f~ ,gg fe RELGA *' -~ 125 M /g pap /. ,/\\ taproJG EM,f /, 1 A ,p/ -e h,, d.S n, e .p e c S O m M 1 p. _~ __.! _ p. 7 __;4

L,

~~, t -e r y-i L' e e m l ] l u 0 \\ ___.. [2p'-}_ C 4

  • t _ -.

7 i s i e N _f.. L L. ._+ m.....s ; __ y f, 1 J IC AUTIO NI

  • sevas* memeen s.

g.e,.g alt DC,tr%sh In 49 [ 'l ~ *- C.us.aan view a CAgT so.4 post. l T~l' lQ ? a .,. a U ,. c. s_ L 4 Q;_.J t-u , ~% -.- <. a seva,V C.sh..e TO a O 4* 4 b"8" $ c.1.n:.~.=u r.~.:k.==***9 %_c.es... h Se&W sT seesons. ~ s....... .dr rym,,,,. l l....O...r l ,,J n3

        • -5****

o -..J 4 e .,. g } Iso vo.a I 3 y / / - ~ - - - ~.. /- ,.f r mgw s.h, evs.e, g j a',*~,'y== v.s m.,a,y, y ,,^

f. f.

j -n

==.e a..e,a Les v. es am = viets/ A.A .g, / .a m sc I / he

Alto Avr<llable On Aperture Card A-6 I I e I l l Il .h - 4". &..,:,/. e l~ j Tr_3 V ,.,u,,e.g 7 c 7 f - a w. **. a.' 4. ,,..owv.s y4. v f a ,-..w -_o_ ] a"'8 ? \\ _ - m -_. 7: t .ko 7 - b _ __. - U. socc e s r e o mv oo p *,*~ s_. ,vo c Aca @

o. is e m s

.,~,s. .v \\, u--.=..._____ o.%,..ov ts

  • .3(

l b i'A i \\ g}::p.... _,... s ~ .I 1 \\ 8 '\\ ,p-. d s w t.e... a i .u - . m 1

a.. I g

l t 'l t '.2.uo.t .n. ss._. L. __ e I _ _ F- .e _ :C 17 iu 5 f /' ' s.l.. ' -Q '..' E l.A. a,,s. o,..., u s I p v, j .o. e e ,A i 's 4.

=

I s,,- I, . stos _i s, g .t... "'t. " j 1 __.nhL .,..,~g_~....,....... s ~ v. v. s.....%m... .,.,.,,,,,qr,.., m ~s v i, g co o.v.. w...ar s q.o, p, v.,....,.....,.,m., _. g~ r-. e. .,~. t . = =..,...,.. t, 'q ..,..m. ... v.,.., w c... ........ 3,.., o I '.,y L. : _ gp g\\ o. t t ou,w. e o. Q,,, 4 v .u. a.o ,*,1.~. 73. .. [t-- ., l uol..es.u.c. ew.u e. u,.1"" *w ,o ..o o. . v.. ovas/s... .a. u. . o. s.c. . v ~ '- fow ru.. ca o vw.u. u.. (. .< co.v. < .o,c .,c a . ( v e vi....e o,...,<. c

c. so.> o-T. o a.i..,<
  • *t.*4 s *
  • c o

.. o.se.,.. ..v ,om m,, ....s. g .n v o v... 9 a. sao..oo e.e.v.) o . i ao s. ...v..... im To -se

  • m.m as a

JO

  • O' OO O W.,. % N.....

4..,.? g d *."7.1.*-.*'::.,""~:' I *",:::1 - ff ".~,-..j _ 3. -~ e ...v..,g,,.6.. i ,..,f-1 { s.. ~ ~ ~ ' - - - "L'T.*.r? WHITING CORPORATION 3 f.' .*..7 i

  • 17,,,,,,,,,,,,,,, Y menecewee cec.s 4 9?-

44 rmou.s.c a/., - - mais. A i

c..iss v = ~.a.s m aa e.,.

b,,7.,,-*.* a? !"it it."' - -d. . cof,g r ,. w., .* o-so va a-s~. .s.

  • K..v_o i...

+.. F E.c nw-< u l uav.~ ...a wo., v - -.vt s-i.c_ ow as _.T. 1 s. 3 u.v oot.c. w g. o,, g (N ,,,,,,,e..c.oa. cum s. is. .t.<u %de ,., = p ACCEPTED BY ULCO FOR ,,,,,, gp c.....--.. , I 3.' ' ! ' * **"* * ""* 47.. s U-76632 / "* " K LEGIBluTY -/ r /. A. o - <a 8403020290 E m

  • o Also Available On U

Aperture Card an ' O ltr i a l l S ** G b 7 f si a 3

  • 4
  • Q

% 3v) cv ll f,)! / .; id's, f 2 r., p (p. WMe Tieds ese.p.get att !' f. ke m 4*L.* gf S-fl1M rest W 7 ' 4'*3 e sdGAGE W MWCCD 6T DOS ** %D 04.$70Pe Brane CAP'Y. e m a I PL4TE t%*.*v l 09Ptn eteen ese-russa Y.iow !W \\,1 _ a. I [ .,_ i E* - G@ iF [' 9;. . I d-. f I

s. net.

i l

1. '

I n ll, Il f .v 7*0se.Pted. % ,l O::=x=,, \\, I D~.- ~ ..P - t a. c's a"wY.4 / be .panw 59'* L%.ca L E P"' L h La y ^ g n even een ^ + C ta. 8t 39121 D gj g ! I l i V l VIEW C-C' f {i ---tA*++--- { etc.oM L tN si g ,/ gA DF 4. Retott F / g 'e I t $ t C'4 PH4 L ~~~ I f Cac t. Rt.s ss% }- y a j'/ s f[^ r-, h j w.-a Roet %.t., - ba ts.o l be o a. Fue s eo C

s. *FR.es,-

y Soc c e e s 4 Fa.= S..et t t.=< At 5 ww b Lewaar bees.

  • i

@r<..t>.. %,.NA4 ce Ce,..sa..-. s,.mc.. %s. w e e.ac. 0. U F..t = = T. P g l \\ si C....... I . u. 4 a. j (I Lese.c atto */*r. ace Ca Ttt A* Ca*U=.<aa sa s w UwA A% S=oer Lac. T. Es. 4'-86 ( Va.* Sv. eta Fee e.au. %.s att ) f S' o,s. - )- h b... e. o u...o s... :.... s.

o. r_..m..

s. i L. o te c. T. Ec 1 -80 ( Msasueen re (, ce P. c. Ort = %...., 7. h u,s....s c's L.%tt o e f'.= g M a e Ec Pne. 6e<. L n s i T. E s. a e....e o

  • hicw *c.. A '

1 T g. t'/t'O.a.Aw., 9tas d.peo L.= =.. (2 hao.) y zA.ws r.n.ac,. e#4,. -r en s*4 t ~ s. n4_ ~ ~ ,5 *'ha [ s L \\s e

f..

4.. - Q / y ij -\\ c f 4 .s + d p - s,, %oi + j3 a aos s ss q y 4 *,=fs (,,e *,ps. / J G*Sil .f. ,~ / y fg /l Q se ar-s-p\\Rt.

a. /-

/i / .fL,I. ' 4. M w eo /@ a / / di l m., j W,..* \\ \\. N 'N et aes view or urro43 ere ins j 8403020290-o7 ~~ -'

A7 mw I. I o m m m, % %

_l w

c \\ ,d \\ J l ~\\ \\ ..s-n.! i,,,.. S 4 ArGe.EL i por E :ru e cirear r.a n =.r.. nav c. -U h.1 ;;J.'..*44 q - 7 .(( c a. Twf W i y l te, t Nr

  • 2.t Rt,% &*2

.. l e n,i ' Hoo.s 4 *is..c.s M.sse *st E -.- y L..etc. . f' -- -- 1 ___qa-- g A o(a.s Buoat. y %. s.=c..' v i '1 E m I, {( l; , _.7 ce; sist% I tys e pt 1 f* L. T 4 - rcer= oae /j f sv res simt.e4 d W j __i del MS**de 4 l j s { crc.. Ti.ms g m m u.m i i m. e s ] W" { #f, x.r,s.eran, _ L _i_ c. 5 vn

  • ' j

\\d I i 1.* d' fe j .__Q<_l. f i 8 ] i l '} ll l l-l -4 I g t l I ,,,4 /1 4* i \\ S*"**- m 9 ' E! II f', J, Rt.stao.o ./ : h'i Tk Il. i O l s h 3 -y { f oos uma ~ g 3 ,[gJ g c e s. su.tc. n s - t, q = l L, ,/ .s-4 .J lq

    • l s\\

l.' I f a aEn ', " {48[scete -tus d .A cae cov ev. ten w. / 'p f - j g a r Trou us. 4. tin..a muenoa s j is e re"a=n k t (s etCcd* .e A i una asszeo Y g ~eterarm saa sa m i T P, t N J ca c

  • mv. 6,v. u.

a 4 w. cai, 4 c. e 3.e 1 f 3 Se n vre docurt - g k d $6ste1[mo*C d FiTT 4GS Cm TTED) oes (* 8WGd h@ -+Q D t._ \\ M.gr c.,, ,.. m t5o j rr/ I g .*(aoa s k\\ )

  • /

T'r s ms, ~/ u .t t.,c w ,f / / ( 4) %#.ca;O. l w -r \\ W P'O.-rs-4.utest.= I i/'4 t an err at ato $ 4s7 IPEJC R SOCsE r l* CtOS E L ' / ( 4 E.C Q'L.; P I .t G_ S -b. tu 6.4 t.O.... s. w 4.

5. no L

( - c ~. *f ee,s,.k.s es &.P,.4 s..- io e.e.= ta. (.<.. I.F.5 _ " "*SL #*" * * * ' S'#**' f s AAA -[ N o... M ( "e*s* * *w*** '- "." 'ro*s*s a ca su . a"t,.,s,v,6c. M. c o a ss ( e..o. vo. a s s.s a A s,se 5 % (NaCa*.G._ ___ \\ s'.31. e.,....c. s. w A'Ca.*nd*e-.

  • 3 W
  • s. R.

w 9 r. to .c. P om e. w*uu a w Ii T Ta..s. Ca no A'Ca u evegget p.g, L/ V,e Ilhu.0% .es.-te I o. *.'. **i. 00 01 w.t a uw A. At ct?. WCi.e = m o, = c a a.e =t o.n, <- wt %... m., T. be. t'-8 '.t N* asmo Fe.- ...,oeaa.c. r m e N. v. 1

  • "n't=***

m r a gee,c,.tw.,a, n t w % sact De b.s G Cuseo b ase 3*. 4 i c m .. w er s - l wd.g.g. I T. cat,. Lee.d O %%d. I Lt Lac. T.Bt *2 8 (Mr asseto Pea.a Te E4 6 ( Ct St.a d Osw= ha.,e F usu. orte %se.se Os hass.% Nes Mr Et t ottnasc,as o.% v4c.a %e o o.wtwo.ss,wr e.tata*64 w . ve..c. o. 1 T aa s,s To te. Atrac.no Ta I /,...n u....., re e. a a 3, w.... ON E R 36 &%GLi$ Pt 3.a.Au u has b *an L..u g..s s na l Oh0t A la ' 115 - 1M8U 36 DN4 % ION OJO s -%s, '

  • ener 1 ( L _Re ato.) h s..a E m a. *e Ers**n g* aC at.*he.

"We,4,'* '=or -Of civat$ L WO-Gr0 n

  • "8*.

1 64' j. t 37-s 3 64' ca. e

  1. 4 &Ci TOM J

en. t.eeio2= ~ @,eV 98. Te** Jawa t 4 ao. t t l eC h ut-E 0 eP84

  • l'*%**o ** *L ' (*

r-e s v. c c, Set ,,,, s S G.. (. 5.*O 3

  • 06 (**t %'.

t,o.. ~., o. e.... g ,,4 g ..... ~ ~,. -.. ~ O.4 WE m..s ie.,e m. g,,, ' g; g )sth:O E W E 9 Ef. e.a%

b..?,

or s. .._.ITING CORP OR ATIO...N.. ,.. o. s.m.., 5 WH 4., ". a e,-,.,., u c. e s p,..... g.... .., ~ o-, e_,. 0,e,,.u.m u u. = -- r

p. w:c.-

_.... m u ,su .or. mo ~ i o. =* s,r w *tuo orr. 4 a v. 3 r*.,, uain er amels on Ra w "" g=gg;,$~1g @.,,,r,,.'.;*-s.,,, r e cc a n.ic s cc m , gj u-m. > <. 4 1' 4 r.,o u e r c.. t. - m v. _ _ _._ u.n.,oo t, t c 2 a ?. n-4.M tU"M A,sey S e, n.c,r.o.s =t,. m e r.s.wm. _ _ r... _ _ _ _T .. P 5 9 8 8 L-C mg _, w,,,,v. ec t. t.ie voit Hope -a --. -_._.__m,n a 4 Er.4 U;79019< w - " ~ - - - - - - -, _, _ _ _ _

P M 4 0 0 0 Scobpp 3 '. o* Q Hoodts EYE l "h i ew' e%*, L ) 1 j %f j;=::='g ((. 7 0. c ues PL tL. ITb'-l * .ll... .N (d. I l.N'% l ~# 5 r: y J ,vu I o n t y{ pig 'h af 't 'l ]g s D (EL. zoo'.o, n.,su noca) en;- _g K_y-m -e eve 3 - m c.y{ % p l. _ JJ j : 9.-. I A E I 11*,. f

  • o

' f. l t ~ l ll' l. j$

i lA I

lQ&' [ U L ceoser-tsosuun j 1,' l l. A Na320s IITon uax 7 y q .. I mrntarcn tzReau m D D 'Pt j ~ d La = l = p l ['I b g25:2* Ls ws,0c 70 -[ e l oussot rnoveLE ? n 2 RE% 9 N N C . \\ i i l m i I f l l a. 2 2ns i cro2ev n j: q AAAMA ce cou. ll , I l lP ( !,I' ,r,, l j. } {,s 4. ceosev il j h 2 EEI e Jan(2awiteratrtt U@ W h~ U l im e os w/ JAM ners \\ crout6ssur at I* 4 REG *D. l EQiAGL ,e J a t_ n t 0. \\ < }..m.tvc noon wAnts s x1a I r rows or crossy tassuun s\\.) y** 4 RE9p _.. Q,.M.4 g caw n s,m -..3 y 491.-4 ar-u l .. m 7 ~, I = a 3 e = ~j d .r.ee I -f' d 1 [savom or!"T#0# l-I f~ " 7' i f err Y L 8403020200-08

Aho Ldhble On Aperture Card A-8 l i. s, i, i \\, A 3.UU i =, CAD e 6 >4d (OMufc702 t 3 V Ctb C 4.E13e y 8 4 D P8 D 4 8' J s*8

  • - - -'--""3 s.esres %e d covTen P.Ws SWPER D Efe. E-sS SS7 V f E taa A*A

.04D CountCf7CR ~

  • A:s DeG. 5 77219 EYE AND EYE SLING 6'-0" LONG, BEARING TO BEARING, WITH A SWL OF 5.6 ' IONS AND CONSISTING OF THE FOLLOWING :

1 o,4 towen ans WIRE ROPE-3/4" 6 x 19 IWRC EIPS, BS = 29.4 TONS sr# E//c'E*rce e,us ROPE CONNECTIONS - FLEMISH ROLL MECHANICAL SPLICE, 95% EFFICIENT M n FITTINGS - CROSBY G-414 EXTRA IEAVY THIMBLES EACH END 7 / ~2 REQ'D o.F Ud n EYE AND EYE SLING 25'-2" LONG, BEARING TO REARING, WITil A SWL OF d.s CD 3.4 TONS AND CONSISTING OF TIE FOLLOWING: o >. t WIRE ROPE - 5/8" 6 x 19 IWRC IPS, BS = 17.9 TONS b ROPE CONNECTIONS - FLEMISH ROLL MECHANICAL SPLICE, 95% EFFICIENT b@ ?! FITTINGS - CROSBY G-414 EXTRA IEAVY THIMBLES EACH END N 4" V 2 REQ'D t T.m ...c a ss enorm .s,.<.47 eturr..o m mo.6o no.os i.=mq sr c.r car. a No. Nur ; essacro 6 camus 36..se) i.,ir si cas.s canne n...o. w...is.en orii w-oss, se,ss,se) e ..on M 38 d#8 swearesman muc6ame P ecJe sverroN

  • uwer e tom:s es.avre voi.ede ew s compe.dytoes estaaro,d.Y.

6ando teswv Sdf sao.<s e esp. 4 (Cuh. t I r t, i..,.,, ,m.....,._.~,m,.m.mo.,.o,-...,..... .....e...-.... b I [ c= net.re.nas u%De n 10 - ~ie .en.J M ' Ov E m M ' Ase6Lt3 --s=-.. osci.a : cia c2o .lo ,I e.

  • 3 D.- *~. IU r anc e.0%s wa inr i s.

' ') t,

  • "+ '* *E c

~ s 4 b - " - ~ ~ - - - - " - - - - g:, s.,g.gg,g.i=i- =."pl,.1.rq to.. co,<,e m, .c o... wir,, ca.ac no.,, I s.6T o. =49 w. 3 3-ostem). u,.. m.....a s.. guent '[

  • <* sesoa '
  • WHITING CORPORATION LJFTsu 6 COM'*'

ogs,g y*y 04 S LWH waan 3/)"caA a 70264

4. A E P s WT or R EDUNDANi I"

th Rean b C ANAL REFufL sNs Ptua FErgEENCL DE G S. 28 *~I %p n, gp o,,,,g.o.n temo caewccret m e e G m* ? u-1 stas W 84 ss. % 0 9. (, el T.N mercar r."...._o 1s oo t 4 os Taro 66s

  • Ese L ase.oas s eu t.

Aes- (H L 5 9,2 9 86.c g 8,,6. C E. s e d

  • L. S E R S M* r.

T= v _ _ _ _ __ _ _ r.. s / e a s ww ava _._ _. _ s-7,3 s.c U-79038 .I l 1

Also Availabla Un - f, Aperture Card .r. .r. g.,.7 1, A lr a -zovct-W l is = - ~ LowEm *ALL Ewerome=T n 37e'.h tJ EL 14d-tf ,r nEr d 251 isdun MALL Ehuts.txt j$ v [ M 1J4]S ( FV-12 AS 3 73, \\ [, " ~ EL WW-f gt'# e oErAes ~ r m

  • (.'" N,

sacaAsItci N ,t,- (' \\\\ (' U.', 'El ~ I (FV.312A8 C-6)P,, D e f %,,..!d scwo aos **t - t_p' 1 ~> ) lscico so$ PW'E io aEao j/,,,gg,too, /( u atoo tcausM arE) e et ATt ot t / A r,, i,ue<an-uas c AaA s %/ \\ uT99E DA OF o.unt casa N 261u-u40-(FW-12AB G+Si T-if DA REF ',9,S, d /, - ou sa A o, r 'tr WPotAEr h,.43 pc e ,s l Q Q ,,; f t p~ b; y.N u s \\ p.. + 'm .m) 48 =.uAc c es v. n. <Fv - - m., C ( '*:--; \\- / \\ h. ~ \\ ',.\\ I - _tT r 4

  • 9
  • j A

I J A2 gg w-x ~ L_ ~ y .+. o oET A A A I* H, X',@s - - J;a__ I 1 y N-M d-IDEt Ano SfMA .A 4 eI og,,,,./ 7,',2g, vwic-82 ,. insioE Liwe e e l' e> .g g gg, l 7'c &* nEr j f;ioM* mEr L I 2 51 t M - 6 > g $CALE l'at'-o' FLoon EL13/-o* , f.C W / 7 ,} h ~ o,,od' 'I 7 l ? af.s-s.g -} ~ 'A '

  • [

s 7YP if .? E s \\ A \\ / 4 t:3 s s e S ate 3Sibis) / 1 /s 4 5 D 6 T.P h [* Ao 't ]_J r y 3 i ( p +Aec L,E... ( ja-a 'mA- / >/, 3[ /.iAx. l 3 sus 3 i l ' j [x 48 TYP = 3[ WING lug a. 53 mE,;.... h0TEiNOTcw meeg LUG f,' ALLOWWeG g CLEARANCE 3 5 JOES FOR LIFTING LUG l ANo WELO A5 REQutRED j l, aus oe sc o eve ese asus ame e .mm os w e ea.o= emme .pe w= m en.m ag u e er.o.

%./ 840 3 0 2 0 2 9 0 -of j g y,7,.g. ,., p.,., 3., 7.,... r,. g., y... r.., i e e t i IO 31 If i e 1. 7 s e, i, c 85fts' o,... i. _ es n e,....m.a,.,n.e..e.,4 9-,,. ,. e e e,-,o-im

s...

ba icaus.... i.o ) n > === ' T'n== = = = ' s ~ ~- a ='=a'"' s. e -.v-

4. som m
s..setes m tus f,. es l_i
s. ameim.s: --,.. t = es, -e. s ius m lcme om a

-- f a.m t. a ,,,,,,,,sa ve.,,.,e., s,.e. a,a.u,s a.m.,C,ue c <- - ns ...t. l .se e - n an n. se .. e.m.et 9.t e.S PacM, e..P.ePE.E,M et,MAal u j e.,,.m.m.a im,e m. e.e.u.le EP S IST f e. ,u e e e dau-sm..n u. ..,, s.m r 'e= i uo., $) ( idfyp. fve m. Crv izia E-e)

e., vet m mins nas uvatute utat case eu cat us. me s,

~ re 3d typ-l

e. seas assuieuts to et pecar furts ame tienrite ete essa ug[ ta e nonsat natu camin> usiu wuin

.ypte amo l %7 ,..-t..as.......a.om........, _ ;l $ . li I,4 j i i e. i, F Td >=. o m -- a = =r i esias a rimaston e atracate siestiss sitti ta6 f l.

12. fee 6f Me> fiiLLsta[ts set TEtsanct REE at te4) 4z ii, wtetes Etttveests tasat setorstaneen sisimiss sito to

'l l lj l g >1

d 4e i

r staimass utta sas-l.a pret a see) i V l I l l l l I I l l lsi tass ecsisaier ices instattanen reettsveE-i l

  • ,I l

l l l l i . Li > l l

i. mLnoe n.att smumet pas tas u seem en en am me i

j 1 l I ' 262 e I I l 1 as mpieu I i l l

3. Founes sesistas statt suise anats en matts as seeim se l

i l 8l II i l j I J ows me die to Liste a steueste l I i l I s urs m to se he can team ma<a.es.s uteumur urt) I [ l l lJ J' 3 i I ime I eso,ser ne sus a none.or4:4e-suuss vos usnas J I f I I e tat ce set snone es sse sus nee es-se-o,ac. to urs v.E j i l I 8 l l l i l i i i ce anece w se t.ous suens amte idemoutuu se var an e g j [tj l 1 il I l =m an,,,im r.,,s. er m,in,,s,,n,,4 t,wo,,v te i i ( l i g l go,gg n,,,,,, og , t c,,,,,,.no 3, ,7 owed 4 [ l l i i C I j ] Listies te rios toter.ee se van verte eius or vmiess se tag saa sett su t.ee avinc w moes an er int l I l I l I I I I i E ca. i l I l l 1 i 1 seteca set on. eens mins is vat urties ta pies i,i ll i i l 1 I resivienta tes* arser.aasust vm fuessuts ts se ser main I i i j me.s asess se tear iiis riese etatt er Tat te es tavat aus I f I j;1 ) I t i j l [ l g l l l l se focal att er feet its-'Ls set tea 0Ee i 1

4. Posil:ee fait to se int stat Futt poet as Ektte fee se test l

l j g ll l i l l l en l l I I ' ' I I I i

s. posities ter eie, tussteias saam os sig e4 aus arte as 1

l I staulEs eft eiet De W te6a esitt steusM SEmisses f I j l j l Is esiste teestcf 711 l l I l l l 6 Positase Geiet hetes se feet ein6s as ssistas se Test ed amt i i I I

    • g I

l l l I' I once e,= re esia.e unetcr rit.ue,usM etett witt steviet TKI htte et Ctaser is rtut estt; s i ( I l (I 1 i f j i LJd cm um sa veitset t i I i 1 l l wiu =6tts.nas n en use urtesime wa, necas em war twei u we, art cuansact uiwte i,cos ii , i 4, .- cE=tc= = mi mix I.1 i, I lj i l RtN(o sintes act restfients teosttits to pteest fisE te to et i p g j l i , i i i e, win me rasi,,t tes eies un ausme conurt,0UT PLKEe se ene Atette f ees fut sptst putt Post esta I I 1 l j i i 8 f w ee ( e i -. i.4 iinu m tw stu. me seier e scas is sins as caue ree. ,a l 4 eIi

l(

lU i l EM l 'i D e "en --(.- ili i --i~, ...etsu ms em eu,esi.,,,:,t. e... e t l' i i i i i l ti: l,i ....m noim i l l e) em num na o.ne-uus= re=u=se i, em svenu east t us-etene ene sie esas e-seioo uv-im i i i i i i I C' em s'wau *est ume-sovia au e-ioni uv-im I l' ( lll em upast esa ume-tau.au e-ien a u -un i i l i i j l 1 1 i i i i sanwactustes se toe as emi sie. i l i l l i -towtn amo ma me e-SSne i j I i j i, i i i 1 mino sa rea se none.es-s es-su I j i e1 IIi I 2 3 roerce ows us.e-noes i i I w ritt as. noos e2-3.ee-na i W ll bj g g .i g k g g f g i. ner:e s4.oc...e.-nos.i,m.. y i m..u m e [. .f. ye esm.o.a.ea E uns n u. n. . u-s. m \\ norte m u t um 251-251 p m F ett me 1160s $2-3.es-sta e B 6, nme ows in t-usu ELEVATION /' scAtt 1*. u-I NUCLEAR S.VETY RELATEC o / O A C AT.I i ..t ~'I A qE 7l 'L} D C y ,d L J tiL

. 2

'r,,7 . W.. q t mo I!i O O W' A} g-}woia uua M c.. mo. u, -. i... a s... m,. e.e.. o... e.2. n. 2 %,,. 4 i e e..m ' uh_.. a, i a w NOT SMO*N ~~ 7 n.e - =u l=r l ir l =r l urm e >act w rv N~ m a a _..... ,,, _,. ~.. - r d;- Af. o.. r 1 r 1 r 1 e* 850 MWe w.et 4 a 9 2 3 WE: T*E ABiWE TOLEMANCEs ARE T E A**tED iET AAB ,o? io Twum stouc,E poot uO B FUEL STORAGE POOL LINER .Em casa RESTR AINY systema ON.t.s. CASK RESiRAINT SH 1

a. 5),,..

s ev-iaii.rv.iaan .o sv-i2Ac. ns 3.i-c, g SHOREHAM NUCLEAR POWER STATION U nit 1

,g==.,7,.3. go.; yf.gel,,,=,,,el== g LONC ISLAND LIGHTING COMPANY i

2 e. n...= e%..m. j esums a wans-se arearmaanrno courowavion i ) enemn,annam I ,,,.d]. j w - _ seews p.' *, y ME flCD OF O*G C.tMa4 4 ,g, e M-13407-2 g e woom.sev 2*a a .....e .m... .m... ._.,_.u [ S & W DWG M. Il600.02-FV.12 AA-2 tII. e x._.. __/

Also Avcil:bl2 On Aperture Car.d I a t e t e t e f r e 2-60k EL-W l w76c i= TYP 1 = = " - ,L a. q.. 2 REQD W78C 2fmEF TYP / ~ ivy L o eY riEto s YM.., -~ -1 1 a g )*nAo r I g[ L 1h 31f a f ~~ ') i EL 776-1 1 = I l t e 7 9 TYP j ./t / ~ / { l' 1 w R dd TYP Ny Q* g 4 g Ath", / / 271-271 M.1340?(FV.12 AA A + 4 LIFTING LUGS REC g SC ALE 3"e f C" (" o l = q _. ~4 L l m m N et 4 '! * ,J i 23 REGD d Wy2 p.g CENTER R@K, ^ o / 3 e i t s - g ". s '-ji ( l. .[ ~ .+.. _: ~ DET ACA p.134cF(FV-12 AA C 5) DET ACC M-13407tFV-12A A E-4) $AME A5 DET aC A E XCEpf DPP MANO SCALE:I.1-O' g j

a ~ 8 40 3 0 2 0 2 9 0 -/d l .;g,., y'.,.. y....g,,..g,.,7.,. 7...., 'a,a v - s 3_1q ,,P._ t , (_I / k s l + N 7t? - -ts ' r Jj-- A w a l 2 DLA P180 -f mm l i s 1 8 TYP e E /{37 s ~ \\- 9 4 -e e "O-' g. _,y,,, ,p~ ~ - gf i.-. tG OF SEYEL ,i e~

  • '-1 6 * * =

TYA 4 PLACE $ N _N 'h j l) DN l'\\ ' g g eIt \\ O s 4, N , w netts-te SCEE: 85 u07t3 o

3. (Als EEltes.st entgl. Intf ALLattge PEBCE4 vet Amt

+ wy III' arrt"utt Sint +13407)(f f-12sa) P g .t 3 .4 $4 AM3-EYC TU465UCELE i { .\\ ll/,L I i ....o., o tenmLLE FOR SfA LA8Lt sacoo 4 / f:na enio<nir: sueett# "O s eawo cAs -c 5 .O ,l NUCLEAR SAFETY RELATED l' / savtry evt. c sT nom Q A C AT. I

  • u-5 64 9

b b g t 'L g .,5N '\\. ~ e .} LONG SU'i3 SHORT SLING '* f,/ ArtMLKhE*4 *A C% VALENT -. t. - W.# s SCALE f.f CI TWO OF E Alee AECkh8E', d e nrm. s i 850 MWe wa 4 s m N; s e ', 'F"UEL STORAGE POOL LINER . g', s CASK RESTRAINT SH 3 c N -w SNomEMARA NUCLEAR POWER STATION UNIT 1 %'. O.=%'O O Tw ".ll.l.." " ""; g ya-m.**g LONG ISLAND LIGNTING CORAPANY f .- as.= = i no. wim ca.,Ouvion e,_.um.t. e.r.v e - w.de """'.."'"M 13 409-2 t i }MWic5%."a u. gs. i E e uif a s =e-i.-.i r i ' <7 -c. S & W DWli No, Il60002.FV.12 AC-2 W

n! 9 il Also AvclI:ble On Aperture Card l , _..,_ - -, ~.. .t..m, - - g, % _,. - ,__w gg, _, w a f' f / I !l T'l: : ) a I u rt emas j. 4 m. ace 6s Lj 1 e asc v3%: 1 . ~ : ~~. % m 4.,_, m T' ~ ~ - -. l N C .sotastas,a wottr, a / s A e azstm 'W -{j-j'# ta ta - 4 L k l 5ECTtOM C C b ) teoiattn sitw) J [ ,u. = i j i I icon ein scouaos 3 431CM19 POOg h8 E 315 001 / i m m. L75 CPts4 S$3tLTTR. SrXARTS td[Pym -- ) f'

==4- - pWt StOn. 311

  • rag.m.

\\ l J (, 1 1751areceo steevt- .g.soete manon w ga ; - - _u b g G-Sta(e two) u cros 4-tan,.. I I in osv==.=mn # i anat serwr Tseenste G-4to (4 %)

  • cameo's = ==== =a i

L t l l ;. e _r = 4, , ~\\ ah%%%"E.:::N5hv a.- -.n. 6.__., a c.k-m -.am ,s n -- .s --,. a ~ 2

  1. m 34o3020 #

a_A j . m.. _... ~..# _.... _ _. ...9 a -m,._ w g"_ _ ~ m **..._ _y =

  • W y.RV_EA & SE, FAPATOR_.Mf4 I,

[__ m,,,, i e anste. eat toepeeser 7 h~eU **~

  • g

~ / \\ insegg [ As %##4 f h / ^' __.- ;:n::- 8 l g r ?S.Y*EsiU.-N.Y.U~ _ wy f a.. Ma t t t l et laut 88 C ae9Ce l't tt 'It r anf9 a a lt.*LE ll 3'*f ee; && 44*t:

f. Bet as EL 5:'at' f;58 5.

16 *1 e. DETML A 9 at t 93Lf tt GeettflMS f a et st(sets to hETit: 464 Lestg Maps *ti

  • ste et.3;e4

\\ 000 utta OF atana e. se* St ef af f Je te *ttfie i =a't e t a. = 28 48 =>s.t r meet ee t 3e asteSeat te le'.t ele 4. e %. flaiest 5(N C.E gpK pggwpeg g A .O6 e...ie.s etut ts see esauri.e. rJsP u e e. 3,118.3 utt1matst - 604494,#

4. COMPttttp alltp9tf teatt et pesos tese L

3. at twaf te6 (ft t es te - g i f t te te tilf tt af ice feel ette It. fceS ates tig Pte 8 % FC.iOS2 Itut t attoeh t to Este 144 Se 9 4.. *b ,,, ) .'i Se( s t,e't e. eteoeastse'e m'8 e88e s =ar me et.e-setet. r

    • * ( 8 4.

t.o,- ses sese***e

e..

as ouv=ws evese eeoon ,soe see wet sts ,, esone p g g - t g7(1LDI9 filt. S E*Ee113*S 9t'ette 40421e6 Pelef f r leu L see as t e t fet r p. u app 3s teet te Pe008.68 taste 4490 8 e le t 0 f tlf. al a *Beleeuse fut fi3Lt0ute4 r sa,096 g, quest 98atelical S#eath Of esteettes E m.e e --... - - e.ws.es.s g, c, f et Slagte asstpegg I L" 19 3 es fwtf e fut (te f t et t et sa f et i.e t. p 8e Lf et'#1418 tle6 Lise aos see E.ette et fet *0Lt le ret $tkL seovstes P ((3 Stealtetettl of Pts le sAsti r F. 4.f tCLt te17ttff 0 FIS St $PEC $99 T98. SteuttveaL witt5 t. et st'.Esttf( MIM N# paart fist gia"nt Pa 48'LXI% get sotteso., petoe te.gegpg(f Pts asert peces geog gggy, af f te recop 7837 et WF18 581 #Sftig fMI) 4 Ast.1% 8446ettlC Pastg(Lt EPtC Petee 99 Pateflee. E.....___.--..**

0. #tt9tas seu peettsynt3 gg Og.UALIFitt.

to a(Costaett wate asset scatt. 6 Pe#S 1 -*-d-Evet tillth COCS litt40s tE. __1_ ,,,,. 4 4! I ....t. <.een...e,t.S,e, ate... [I o - a im.- = i c.a.en e a 4,. - o f,E...

s. a, ae 3

,u.n e .a am..a ,,,..f..... aut .is- . i.s u ta,e.os.,.s. 4..,.9.a tu, e. m

s I

t u. t .eu a. t.. u..? f.ee.,eania. 2,.m,, _,, _ e_,.., es,E s t o,,e.s r ,p_.....____.-..g g;,gtm p, gg;gg;eeg es.orn. p "5-=+I= ... e.u..,tt,tt,. ,e. t,t,,. ..e.t.,3.e. t ta =et = man s.ir in e.to a etu.sw,,e.,.f <t s.ua ti

  • atno r etto I

ffe I. .u.o= ttmec cmma e==-me s ves,ieem G t am. o,et.,e...

e..o.e. :e...

.w... t / e me. e. t.45. (uz se al F ~ i f Note - Rated Capacities, j Hook Box Arrangement for -- '~ Dual Ioad Attachment r l l l q',gg!85 Eo Points, and Initial Load F futaaO \\ Testing are revised in = m m \\ Accordance with GE aC,ut,Ise$ CTLas.tS Dwg. 796E719 j c * ' *a P ' r i i 3,.,0,.a. sfs o.A asseto sotr e si, sur

a. a.ur a c la 6

dKAET 9W 4 EAS (ts at@O) I Ssuonari 7 .I l o %9 a enow ofw.tm L a Dat as t) r i% __/1 DETAIL s. K... = -..o! e a m e.,.. D --v + -d I Rw a vwt a =1w.m .._.__.-.......e = 1w._ i.... [

Also XvallahL Un [0 1 Apert:ra Card 1j t } l l l -l = = = = r; ,,.s,,.~. -or--l/ s asw s<><s ww.t ~; -

..as n.~,n e-, --

p x 'l s g f -~ [ , T 7!],,, as ..,p O OFIs 1 h' 4 M.., d8 i _ y. ~ [,. j .N.,...,,..i.. f.. I . a ao.na m ,o s } v s ,/ N i_ _ l ss i ! *IJmones s.,, .* l ,t < s i t ss

=ues>- ;e--

I TJg,**i. _ y'*"****", i.V.".T.,,..l i,, - /,Q y \\ tek I' .mamstas ,n ses e n tegenos -_ i s ar e. t.* .se V n t _, 9 ' tro* see . t,- s-e ',u $.,f ' 'I .,,__., &..,.l > 1-- ners.e as.s.ac.s.s m p r**8* ' N **

  • werase i l

Ju sous v 2 - 'b *s a.e ~. t-atZaome w d..__a3 ,~.t r.D 2: i 1. - -- r ! l* meet #ew 76deJAi G

  • Q*,,. ~,

.s { .s/ t=== g. a s-s i L i J l .N \\

4. -1. -

_s '/ . _.... x-u. E, -r. j . 7- ,a -u" - - yli f'.,.rfffa,. i -4=,- 1;, -u ,. e.,,,,.e oeau can sees ,,,,a A rNs r'.* a ss I i a.r, e set ser s tr i / / t .sa.a u....au j 'i r r, ,1 ,,,,,,y -sa can screw s'fM'g/,.#Q, a m I,j /wec es aree re ses,,,, e at y;e aa, -r- / { l i \\ l l ti / ist.** \\ e srrr i S sG gae to ayr / \\ LJ 4 6-b } a' [l-waar aser nw.. l] mesv,r more ss< y!'., r,e.r.r.2.o.s.s e m, e j/,, s.oo saoser e,rn f ..lik.. J .. w { p '.a- _ fin 1._ m

p i

[1 L.J \\ L. J

-) e g sur orr <

1 o, a,,. 9' lJ 8403020290 _/2-m_..,.._._n..-

i. --*~i....-

i<

t I l A-12 1 1 l l l I l l l l l 1 l e . m t n u r. m , y \\ \\ \\ l s m .u.~. I l - - q- ,. w m i . _.J 7- - t _ __ _._ - w_ ,,l r.- i.

_ a y.

p s ~- . / i .* d q oc.r.e. f... .,p.....,v. .I.,,. g, " ..',5-is .e ...<.c.. .o ~ n = u. ,,a.g,

n...u.

g s,. ,ui... I Av, # Gay"' ,..m,.,..,, -, m.=,. w< i m uw 3 n u,.rs , 4 m. s.n. ,/,c is ps.er su.e r a...,,c --cA-o NO,( $.' en. r., .m. c.u 1s.......n...*.s., a.,.<,, u,-,. r..,.,,,..,.,.,,..,,,.,.,,,,,,,, ,t,.,, %'.*,r*/,' 4, W', F17sGTu",:J'J.!a':"O..,.. ~ - < ~ ~ - ~ ~ ~ ~. - ~ ~ = ..,,.3, ar 3 2g.

<r,=,y,gy,,,cf ;;;;;.a.

~ f1 1 .s ~ ,.,.....v,.,.,~ g l s a,, ..=. u <** - a u ,.n... jie. & d.. L : ", a. F/gi,.L, i

    • ' ';lY.7,~

.. s ',n s,= =, r-,,,.

  • .*a i-
~,

cc,,

  • n~

t .-x. n 6 n 4,,,, 4 #,.0iadf) l,6 s / s c \\ d:. :: -h ~ l4 .r APERTURE p^ g 3 ..-..e ,d

  • j T'j

.iM. w v.4 .=. sr ,o I! .I ~ b b: I i-3 re.,.,n,A, s.a.oa,d aa gS I

    • 8vs 367)

.M U .. esas. s.es 1 L. '- Df f C ,Pser,5 lq .g ,.m 8888044 b 44851018 _.s o ',F',$, -ir.- ~ - a"'e so~nnam~r' a"un'e.d m *** ** ~ *, w , r.ra m wh l* y . -. --=. p restres o w- . - 1..,. ~ t .. -. g ,.,,,, t c ........... t >..= ~. % p.-.. 64 - t -ec..,. es+4 1 mou, e a.

l j d A).o Avolloide On Aperture Card r- }' l l 3 l 6 e i 4 i e I i NYiort CASLE AS4 we -~ CAT *CL-21-d-18-LR s casa LANE, c4 Ew.a a Dot.8LE ACT1hc h appRoyto gcuy CA h 8 R-TS 3 CARR LA%E. Ce Y W 1-ENCR APP 40VfD 6 6 .ist l'20) CRLLt. TWO HOLES e Ecury a aEWO

  • 0 CRWE SCRE8 l

PARatR-mALAN, OR EMR y I / APPR*.Af tp (QuN 9 f s sto*O f j il 1 s. P l SECTION J-J l (norarro so cew) i c_ ec co non-- ~ , a t s ~ g 59 00m us' ' + q --E =P w .. p 7-s rL 5' r 3 J d) h 46.00 .a..q ne ) -- #4.c s a.C ( a e ? f E I e snotat ( l --aa' -.. ya g LOO (1' k.rt 4 00 ~ 'l 0 d IJE 7t R. ice a 45* tm .I cwampsm " A SO ~N 4.00 t.lt-. Sae'll.- oona ("l l es.sa SECTION 0-D wooa Pia-imicassa tr argo - niter t a s.co-STE NOTE 10 j (" Dp .E5 v S.00 SCM 40 MPE p4 82.90 LONG ! "f susp 4 MEWO 44.00 f.791 to TL Mtf Catdas CROSSV-Ld a APPsovED (4 are o) etramauct.eoLE W C9",'t'.% ???, ~ -m i =. ..a,<- cMOSOV-Laul RAOAL CLEA4AanCE Em. el I Gs30 0R E " b l M0 0ta t J s.co g [ A I F 1.0 5 6 i 9 %O W'[y RAO ~' w.yons \\ 8403020290 -/3 SECTION A A [ '}j l (noww ser ecw) = i i a f a 1 1 4 l 4 i e I

A-13 l l r s 1,, .I l l ien l 'W essaaSeurves f762E9 W l' C"'l'~ ~~ ~ ~ ~ ~ ' -.isiX'6 ITR0NEEAC[ f ~ ~ /$ a -gAcca vrsset srev.cr eeg, // 1 1 41+'4 1 t *so FCF3 238XI348B Fl3-EOC9 'Is[%g ? .4 g N

  • s 'T N

90* (fv4 Na's ofttL Pen osm a as ce asos.Anvenaos ,3,,,, [' !!2I111 s at *Af tsf AL 5=4tL et C4 90= liuL Ps, 45fn A-to unLt55 Or*Eewt SE =0f t0.

2. setas ALL 5*Aar t0Gt5..se mio.

)

s. A=f stit Attos = ct5sGa ce marteau av57 nAst

'I PetOS APPeov4L OF GE Es6tattel#4. PLit j e.s J too .. turnes 455emeL E5 70 et CLtA=to A=0 OsGescio. ALL WELD SP4f f te Ane MILL 5CALE TO SE SEMf't 7 ] Id8 & PLC S er 5&ggeLA5figG-re Ofute APPe0VED RErw00. l { i ALL Caeton Ef tti SveF ACES SMALL st Pagef tC.

e j

C gg wg f m SwFFICIEgf E0ATS 08 littL Palmte Pattf. N 1 a 1 S EC TION 0-B St"APFit0 70"De'"T,u"F AC'"S A"T"TE'MP'm'a'f v'et" 5 "^ - E s N i f e E { 46098 9e*F Af f te COMPLEt tos OF Pe00* LOAS 7817 lh g. Ch'rC &l AS F14 I-- dL E f * : p' 8 ASSEMtLf 5#4LL st P9007 f t5f t3 Pts U SP AT 100 f 045 Wifu 89.00 lost 2 APPLIE0 53revke A#EOU5Lt 70 E ACM lug. i. l j C B

e. ALL Steutive&L WfLOS 70 SE MAGef f tt PAer CLg a

8elPECTED Pte GE SPEC EWTPt. Dev af f m00 3= 90 2 03 Pet 0e 70 PROOF LOA 0 7857. 48f te PROOF f857 LSO G PLCS). TYP eg-ts5PtCT Pts ABOVE MAGhtitt PAef 8CLE SPEC

  • -'s 00 M1 Pet 0e To PeterIss.
p. O PLCS) t e (* etcs) y I
f. un0En5 Amo Pecct0an5 70 ua PRE 55det TE55tt OvaListro en typ ACC0e6AeCE uttu 45mE 90!Lt V

,g y, C00E SECTION IR. I b - ] Od 4

6. e4Mi Ptart 70 et Pe6#10tO 6 Novett0 SECuerLY P
    • M to a ef 40tLT TElitLE LOCaf 804. LI5fleG THE pl 1

b, d B1LLOWING I of 00*AtlJus ,,,j 1 k. L M.A,edP AC TU.e.t0.FOR.G.C,te AL,ELECf TIC CO e fu -e I .. E A j

  1. TAD 5fe0m68&Ce 762t.997 ( APPLICAttg Past NO.)

s tos is eAf ts CAPACif f e0 70 5 47 n.se SA0iv5. 9 700L DESIGmEO 70 et Con *4 fists uttu tilite N006 CtME4530n5 45 5#0w osavius T-sues A.0 5-.e om wulf ges CoAP. tre 5 af. CECTION E-E g.00 e. it*E 5 aLL M A00tD In full AMA 70 8 8 "B'LA4(Ef"ech64&Ce Mlf MjN.99. A s rvw i SECTION FF Note - Rated Capacity, Hook naD.us to r _l Box Arrangement for Dual l Load Attachment Points, l--Ef5 and Initial Load Testing 5..:: a.sco [ i are revised in Accordance N

u vve ost ** om ramu with GE Dwg.796E720 N

enote vn is a rLacts D h b I 4 h I I-too ' bstotyp - [ t I .co ma n.so m,en I +" PLaft p atQ'OJ 30.000 BASIC l- / t d i a l p -,,, u.ar s-v '> f Weg. Chi De(L etta e. m -n manum.ca e=** g ina f y mNat 3:0E 3 or AN GL s to ar vm=otNT wrfw e0ca WW'% d p j OP Holt d L .ts toe f g vvP i s ariu e muN CAT 4R I(a en amuwam. cave SEC TION C-C ,Q m@ ("oravso so* ecw) 3, p 4. !)_[ [, } / L 4 si t.; \\ v 4 < _ A ": q [f5 y x g C-3.*N j n=. 'M%e

  • h /

w e r .u 4."o m"m' s"= du =lE 2 E9M =" tpi g g .a I l qui i na mqf %. w. 1_ m 1

~, ll Alao Xvdi:ble on Aperture Ccrd b i i .e t-i i- !L ti l' r- !a MM W f,8 \\ / I~ ~lll N. L c-m -- w .it i): i 1 c _.. s s y r-wha see v.re \\. q, e,f l e.t.cs.s.ou..st.o..re,.,. e.. L ..c.9. n.., ~ a. . S */ s a b V .l i 'u o,,-4

a.,

.,w r.e.as c,c.a.... ,1 Q<ws I . w n .-y o a...,,., N l GSr19 01 sarsa.,, uran i wn s 8.mewo w I = :ra:.w - SECT A A totacts t L ua, I l r i. -~ I y.- { (_ u, m.."'.. ' 7 = -7 N ,, p 4.- G

e. >

f... ~. .ar.,90=La.ar 60 gQasirX,A,3 L2 ..e..a.sp Cae: p Wy .j / e~-,_ .e n - ,. 'q o 4 ~ \\ f,) l 'y 7...... l // 8 .o .".!b,a::; .. ~ f",0 M '\\..' o ggd4 (_L....,. ., ~,, ~~ ~ ~- 11M 9M 642 fi 8403030200 de uro g t...... p t l r = m -.. l i.

i A-14 } ,wn n i c. i g

2.

i i mc. q -jJ.,,p..'"- '"Wh r i

i. n

..L,.! ~ ~ . g., t.7....

  • =

s ~a 4 0.. .a f,, i ~ r /s ' < a as, sr., l ca r c eo l4=== e e at.,..n 4 .sosaeurs ,,... I wrrs t. I _ saa, m A-t -y . f

o. u,.a, r. r a

,r,, , a a , - =..., t t es u.T c.,*c,rees e.s.se,seaws: ,.o r ,n ,~m -.r.r <~~~. e a., m -

  • Lifsea9 U 2 o.fftt t0.*9966m n a

IS,9.S n.ge.fuerro.rs

  • U r.H ** d ten 9 0 9990 su d(CO#.*MW W,7W 4 ss 5 46-#f P.
  1. ff 4. S.

ara

  • un res, a un e.nr u.

.s,o sra n e o rs R&B 4*b 19 08 09&Dnerg curreciG gpy y ctr p J. m rse,.,c s.ee sme.s sawus.s 4,ur em -ore o. n ra oc a 1. a u er u-,sa un l.- IJH I I m... u a, F urr L I o-t. N"" ..' h... O. ~ ara Wi A / ~ ,,p...,, h, 4 MACCS , c.,s y n.e.e.n.s.c.e.... r -i u.. ,e,ase sre n 4-; _p=s[x- .yi = <<o-4 8 ' " r. ,,,,,g, w' ..a 4.a~ a o.asassest

    • pen css new c.* sunw n.

a 4,eecas ,3;,,,,,. .,=o w a,a '.'u.a < =-a* e .= r" .,.e mesest en -- s t.4 s,,,,,, . na 2 0LMCS ~ G T. ,-e ..w 1 a' r .e.so,4. s llI.I F .ns$'e). r ,,.,,.,r raa,,,,s ur..n..u..<.,~ r no. ro. m are ocre- [ -,I.. = :- -== - = ~ ~ 2 eastsat(g etesteet );. k,._ _,,. . u.s. l.*., j .~ S ., ;, gyyj, g g.,.- -cr. ~ _ _..~. .,,,,,.,, w, J r.m..r L D a- 'r=me n'y--- p c n. .r 5 - - - - ~. j s.._ ....... j.. v.., 4_. t.. _.. _... _. i - [. y...- r. [ -,., i. I i. .>a- -, t e a. %ru 1:== :.r_.. $w.. l

Page B-1 Orig. Issue 11600.09 ATTACHMENT B - REFERENCES ~ l 1. USNRC, Letter to all Licensees of Operating Plants and Applicants for Operating Licenses and Holders of Con-struction Permits,

Subject:

Control of Heavy Loads, December 22, 1980. 2. NUREG 0612, Nuclear Regulatory Commission report on " Control of Heavy Loads at Nuclear Power Plants", published July 1980. 3. B.R. McCaffery (LILCO), Letter to H.R. Denton(NRC).

Subject:

Docket No. 50-322 Shoreham Nuclear Power Station Unit 1, LILCO, July 17, 1981. 4. ANSI N14.6-1978, American National Standards Institute "American National Standard for Special Lifting Devices for Shipping Containers Weighing 10,000 Pounds (4500 kg) or More for Nuclear Materials," approved February 15, 1978. 5. CPR Title 10 Part 100, Code of Federal Regulations Title 10, Energy, Part 100, Reactor Site Criteria. January 1983. 6. NUREG 0554, Nuclear Regulatory Commission report on " Single-Failure-Proof Cranes for Nuclear Power Plants," published May 1979. 7. ANSI B30.9, American National Standards ' Institute ~ " Safety Standards for Slings", dated 1971. 8. CMAA Specification #70, Crane Manufacturers Association of America, " Specifications for Electric Overhead Traveling Cranes", revised 1983. 9. ASME B&PV Code Section IX, American Society of Mechanical Engi.ieers, Boiler and Prest e Vessel Code Section IX, Welding and Brazing Qualifications, Latest issue 1983. J0. AWS Dl.1, American Welding Society, " Structural Welding Code", 1972 Edition, Rev. 1-73 and Rev 2-74. 11. ASME B&PV Code Section VIII Division 2, American Society of Mechanical Engineers, Boiler and Pressure Vessel Code Section VIII Rules for Contruction of Pressure Vessels, Division 2, Alternative Rules, 1983 Edition. 12. ASTM E208, American Society for Testing and Materials, y " Standard Method for Conducting Drop-Weight Test to Determine Nil-Ductility Transition Temperature of Ferritic Steels", adopted 1981. + --_-__---___.___m ______m_

Page B-2 Orig. Issue 11600.02 I 13. ASTM A370, American Society for Testing and Materials, " Standard Methods and Definitions for Mechanical Testing 2 Steel Products", adopted 1977. 14. AEME B&PV Code Section III, Division 1, Subsection NB, American Society of Mechanical Engineers, Section III, Rules for Construction of Nuclear Power Plant Components, Division 1, Subsection NB, Class 1 Components, 1983

Edition, ild L

W P - - - _ _ - _ _ _ _ _ _ _ - - _. _}}

Retrieved from "https://kanterella.com/w/index.php?title=ML20080U397&oldid=4378030"