ML17345B412

Procedure for Testing of In-place Matls in Existing Masonry Walls.

ML17345B412
Person / Time
Site:	Turkey Point
Issue date:	01/18/1984
From:	BECHTEL GROUP, INC.
To:
Shared Package
ML17345B411	List: ML17345B410 ML17345B412
References
5177-294-CP-2, NUDOCS 8401300118
Download: ML17345B412 (68)

Text

E~

j~

PROCEDURE FOR TESTING

.OF IN-PLACE MATERIALS IN EXISTING MASONRY'ALLS og

>m-o ae All items and services specified herein which are designated Category I I are classified nuclear safety items and devices and are required to H'E comply with requirements of 10 CFR 21.

N<<Ce 0 ~

p C 0 N/R ~/R h/4 '

m'. s IIp 'LEC. Qsg'ECH.'IVIL PD'RCH.

COORDINATION SIGNRFF 83 g,o

~

C$

0

'RV 8 8401300 .

ADOCK, . 0g0002

'840124'PDR pDR

~ j Ej B

'ssued for Cli'ent Use CC DATE REVISION BY CH',K GS CE 'PE cv PROCEDURE NO. REV.

os GAITHERSBURG FLORIDA POSER 5 LIGHT COMPANY POWER DIVISION Tt69ZY POINT UNITS 3 & 4 5177-.294-CP" 2 0 C9

j i~

1 l

~ .

Procedure -294-CP-2

'LATEST PROCEDURE REVISION NO. 0 INDIVIDUALPAGE REVISION INDEX SHEET Latest Individual

~Pa e Ne.. Pa e Revision No.

0 ii iii 0 0

1 0 2 0 3 0 4 0 5 0 Rev. 0

i' Procedure 7-294-CP-2 PROCEDURE FOR TESTING OF IN-PLACE MATERIALS IN EXISTING MASONRY WALLS TABLE OF CONTENTS

~Pa e 1 ~ 0 SCOPE 2.0 APPLICABLE DOCUMENTS 3.0 QUALITY STANDARDS

4. 0 SAMPLING 5~0 CUTTING, REMOVAL, AND TRANSPORTATION OF SPECIMENS 6 ' TESTING 7' INSPECTION ATTACHMENTS 1 ~ LIST OF REPRESENTATIVE MASONRY WALLS (Safety-Related) Rev. 0 1 page

2. LIST OF REPRESENTATIVE MASONRY WALLS (Non-Safety-Related) Rev. 0 2 pages

3. COMPRESSIVE STRENGTH TESTS OF SPECIMENS 1 page Rev. 0

4. FINAL CONFIGURATION OF MASONRY/MORTAR 2 pages PRISM TEST SPECIMENS, Rev. 0

5. TEST SPECIMEN RECORD FORM, Rev. 0 1 page Rev. 0

ig l5 Procedure 5 294-CP-2 FIGURES

1. WALLS AT EL. 18'-0" CONTROL BUILDING, Rev. 0

2. WALLS AT EL. 30'-0" CONTROL BUILDING, Rev. 0

3. WALLS AT EL. 42'-0" CONTROL BUILDING, Rev. 0

4. AUXILIARYBUILDING PARTIAL FLOOR PLAN EL. 10'-0", Rev. 0

5. AUXILIARYBUILDING PARTIAL FLOOR PLAN EL 18'ii~ Rev. 0

6. AUXILIARYBUILDING PARTIAL FLOOR PLAN EL. 18'-0", Rev. 0

7. AUXILIARYBUILDING PARTIAL ROOF PLAN UNIT NO. 3, Rev. 0 8'. AUXILIARY BUILDING PARTIAL ROOF PLAN UNIT NO. 4, Rev. 0

9. STEAM GENERATOR FEED PUMP ENCLOSURE PLAN AT EL. 18'-0" (UNIT 3), Rev. 0

10. STEAM GENERATOR FEED PUMP ENCLOSURE PLAN AT EL. 18'-0" (UNIT 4), Rev. 0 ll. PLAN OF SWITCHGEAR ENCLOSURE WALLS AT 18'-0", Rev. 0

12. SWITCHGEAR ENCLOSURE PLAN OF SLAB AT EL. 31'-0", Rev. 0

13. DIESEL GENERATOR ENCLOSURE PARTIAL PLAN AT EL. 18'-0", Rev. 0

14. DIESEL GENERATOR ENCLOSURE PARTIAL PLAN AT EL. 18'-0", Rev. 0

15. POWERHOUSE GROUND FLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 3, Rev. 0

'6. POWERHOUSE GROUND FLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 3, Rev. 0

17. POWERHOUSE GROUND FLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 4, Rev. 0

18. POWERHOUSE GROUND FLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 4, Rev. 0 Rev. 0

Procedure 7-294-CP-2 PROCEDURE FOR TESTING OF IN-PLACE MATERIALS IN EXISTING MASONRY WALLS 1.0 SCOPE  :-

1.1 General This procedure covers the method for testing concrete masonry units, masonry prisms, and grout in existing masonry walls.

This procedure applies to the masonry walls identified and listed in Attachment 1 and Attachment 2.

1.2 Items Included

a. Sampling

b. Cutting, removal, and transportation of specimens C ~ Prism tests d0 Masonry block tests

e. Grout tests 1.3 Items not Included

a. Repair of walls (see Procedure 5177-(later))

b. Inspection (Inspection to be provided by Owner per Section 7.0)

C ~ Evaluation of test results 2.0 APPLICABLE DOCUMENTS

l. ASTM E 105-58 (1975) Probability Sampling of Materials

2. ASTM. E 447-80'ompressive Strength of Masonry Prisms

3. ASTM C-617-76 Capping Cylindrical Concrete Specimens 4~ ASTM C 42-77 Obtaining, and Testing Drilled Cores and Sawed Beams of Concrete

5. ASTM C 39-79 Compressive Strength of Cylindrical Concrete Specimens

6. ASTM C 140-80 Sampling and Testing Concrete Masonry Units

7. Uniform Building Code (UBC) 1979 Section 2404

8. Building Code Requirements for Concrete Masonry Structures (ACI 531-79)

9. Commentary on Building Code Requirements for Concrete Masonry Structures .(ACI 531-79)

Rev. 0

i5 Procedure 5 294-CP-2 3.1 This procedure covers items and services- that have safety-related functions in a nuclear power plant. FPL'e Quality Assurance Program shall govern all safety-related items and services included in and/or performed under the requirements of this procedure for safety-related and non-safety-related walls.

4.0 SAMPLING 4.1 Selection of Walls 4.1.1 Safety related walls are listed in Attachment 1 and non-safety related walls, are listed in Attachment 2.

During Bulletin 80-11 work, the walls have been determined to be safety-related if there are safety-related items in proximity to and/or penetrating through and/or attached to wall. However, there was no differ-ence in construction materials or workmanship .of these walls when originally built. Therefore, test samples may.be taken from walls listed in Attachment 1 and/or Attachment 2. The thickness, type of construction (2 cell or 3 cell concrete masonry units) and presence of grout shall be determined using Procedure 5177-294-CP-1's required before taking test specimens from walls shown in Attachment 2.

4.1.2 6", 8" and 12" thick ungrouted and unreinforced walls shall be selected'or testing masonry unit/mortar prism specimens and testing concrete masonry units.

4.1.3 8" grouted unreinforced walls shall be selected for testing grout specimens.

4.1.4 In addition to the walls listed in Attachment 1 and Attachment 2, test specimens may be obtained from walls which are being removed.

'4.2 Number of Samples 4.2.1 For masonry. prism tests: minimum of three samples from each type of wall (6", 8", and 12" two-cell and 8",

three-cell hollow masonry walls).

4.2.2 For concrete masonry unit tests: minimum of six unit samples from each type of wall (6", 8", and 12" two-cell and 8" three-cell hollow masonry walls)..

4.2.3 For grout test: minimum of three samples from 8" grouted walls.

Rev. 0

Procedure 7-294-CP-2 4,3 Location of Test Samples on the Walls Suitable locations andsizes of test prisms, masonry test units and'est grout cores are to be selected by Field Engineering and are to be approved by Project Engineering pr'ior to cutting.

After Project Engineering approval, the side of the masonry wall that has sufficient working space for the cut shall be selected,.and the approved test cut locations shall be marked on this face of the wall.

5.0 CUTTING, REMOVAL, AND TRANSPORTATION OF SPECIMENS 5.1 Saw cutting or test coring must be done by competent and skilled craftsmen. The cutting or coring machine, shall be anchored'properly. A sharp blade shall be used to avoid damaging the sample. All-specimens shall have identification

'number tags. Field shall keep a record of each specimen as shown in Attachment 5.

5.2 Visual Inspection.

Before saw cutting or coring, a visual inspection shall be performed. The masonry wall area from which test specimen is to be obtained shall be free from any cracks.

5.3 Cracked or damaged samples shall not be transported to the laboratory.

5.4 The sequence of the operations shall be as follows:

5.4.1 For Mason /Mortar Prism S ecimen:

5.4.1.1 Samples are to be obtained only from hollow masonry units.

5.4.1.2 The test specimen shall have a final configura-tion as shown on Alternate 1 of Attachment 4 for 6", 8" and 12" thick masonry walls.

Alternate 2 of Attachment 4 may be used to obtain test specimens for 8" and 12" masonry walls.- A larger portion of wall may be cut and removed if so desired by field; the specimen removed shall then be cut .to the final configuration as shown in Attachment 4.

5.4.1.3 Care must be exercised that the saw cutting, handling, and removal do not damage the test prism and that the sample is representative of the subject masonry wall.

Rev. 0

Procedure 5 -294-CP-2 5.4.1.4 The cut portion of the wall shall be adequately supported by steel plates and/or plywood boards to prevent any damage during and after cutting.

5.4.1.5 After the .prism is removed from the wall and cut (if necessary) to its final configuration, tightly wrap the prism with wire ties or steel straps to keep the supporting steel plates and/or plywood boards in place and to keep the joints 'from being disturbed.

5.4.1.6 The prism shall be further protected or insulated 'against jarring as necessary to prevent breakage of the bond between the units.

5.4.1.7 The prism shall be transported to the laboratory under extreme caution, in such a manner as not to break the bond between mortar and masonry.

5.4.1.8 During transportation and storage of the prisms, the specimens shall be kept in their vertical position as shown in Attachment 4.

5.4.1.9 Alternate methods of obtaining and transporting prisms require prior review and approval by Project Engineering.

5,.4.1.10 .Specimens shall be stored at normal room temperature until testing.

5.4.2 For Concrete Masonr Block S ecimen 5.4.2.1 Samples are, to be obtained only from hollow masonry units.

5.4.2.2 The wall shall be cut so as to obtain one complete concrete masonry unit.

5.4.2.3 All mortar shall be removed from the joints prior to testing.

5.4.2.4 Care shall be taken not to damage the masonry block during saw cutting, removal of mortar, or transportation of specimen.

5.4.2.5 Specimens shall be stored at normal room temperature until testing.

Rev. 0

Procedure -294-CP-2 5.4.3 For Grout'-Core S ecimen 5.4.3.1 Samples are to be obtained from grouted, unreinforced masonry units.

5 ' '.2 Cut a section of wall to obtain a field cut core of grout. Grout test specimen size shall be. 3q'r x 3yi x 7)i high or 3" x 3" x 6" high or 3" 41 x 6" high (cylindrical) 5.4.3.3 Height of the specimens shall be in the direction of the wall's height.

5.4.3.4 Care shall be taken not to damage the grout durin'g coring, sizing, cutting, or transportation of specimen'.

5.4.3.5- Specimens shall be stored at normal room temperature and shall be tested dry.

6.0 TESTING

'Testing shall be performed by an accredited laboratory. Testing procedures shall be as outlined in Attachment 3.

7.0 INSPECTION 7.1 Inspection of items and activities affecting quality shall be in accordance with FPL's Quality Assurance Program; Super-vision, inspection, and recording of work under this procedure shall be in accordance with but not limited to the applicable sections of ACI 531-79 code and commentary, Section 4.5, and ASTM E447-80, Section 6.6 Rev. 0

0 Procedure 5177-294-CP-2 httadusent 1 Page 1 of 1 LIST OF REPRESENTATIVE MASONRY WALLS WHERE THIS PROCEDURE MAY BE USED (FOR SAFETY-RELATED WALLS)

(See also Paragraph 4.1.4)

WALL IDENTIFICATION NO Thickness of FOR PRISM SPECIMENS FOR MASONRY SPECIMENS

'he FOR GROUT SPECIMENS Wall Location Location Locatio Location Location Location 2-Cell Fi . No. 3-Cell Fi . No. 2-Cell Fi . No. 3-Cell Fi . No. 2-Cell Fi . No. 3-Cell Fi . No.

C-30-1 2 C-30-1 2 C-30-3 2 C-30-3 2 C-30-4 2 C-30-4 2 6ll C-30-11 2 C-30-11 2 C-30"13 2 N/A C-30-13 2 N/A N/A N/A C-42 15 3 C-42-15 3 C-42-16 3 C-42-16 3 C-42-17 3 C-42-17 3 C-42-18 3 C-30-2 2 T-18-5A 11 A-18"6 5 T"18-Sh 11 C-18"46 1 C-30-8 2 T-31-2A 12 C-30-2 2 T-31-2A 12 C-30-20 2 C-30-9 C-30-12 2 T-18-5B T-31-2B ll C-30-7 2 T-18-5B 11 SG-18-5A 9 2 12 C-30-8 2 T-31-2B 12 T-18-6A 11 C-30-9 2 T-18-6A 11 8 II SG-18-5B T-18-6B T-18-7A ll C-30-12 2 T-18-6B 11 10 11 T-18-7h 11 N/A T-18-7B 11 T-18-7B Q T 31-IA 12 SG-18-5B'0 T-31-IA 12 T-31-1B 12 T-31-IB 12 T-31-3h 12 T-31-3h 12 T-31-3B 12 T-31-3B 12 T-31-4 12 T-31"4 12 1 2ll h-18-2 A-18-2 5 h-42-1 N/A A-18-5 5 N/A N/A h-42-1' Rev. 0

I~

t LIST Procedu e 5177-294-CP-2 Attac Page 1 OF REPRESENTATIVE MASONRY WALLS o 2 2

WHERE THIS PROCEDURE'MAY BE USED (For 'Non-Safety-Related Walls)

(See also Paragraph 4.1.4)

WALL I.D. NO- FIG. NO. MBfARKS SG-18-16A 9 See Paragraph 4.1.1 SG-18-16B 10 DG-18-7 14 DG-18-8 14 DG-18-9, 14 DG-18-10 14 A-10-1 4 A-10-2 4 A-10-3 4 A-18-9 6 A-18-10 6 A-18-18 6 A-18-19 6 A-18-11 5 A-18-12 5 A-18-13 5 A>>18-15 T-18-2A 16 T-18-2B 18 T-18-3A 15,16 T-18-3B 17,18 T-18&A 15 T-18-4B 17 T-18-11 18 T-18-12 18 T-18-13 18 T-18>>14 18 T-18-15 17 T-18-16 17 T-18-17 17 T-18-18 17 T-18-19 17 T-18-20 17 T-18-21 18 T-18-22 18 T-'18-23 18 T-18-24 18

=

T-18-25 18 T-18-26 18 T-18-27 17 T<<18-28 17 Rev. 0

Proce~ 5177-294-CP-2 httach%ht 2 Page 2 of 2 MALL I.D. NO. PIG NO T-18-30 16 See Paragraph 4.1.1 T-18-31 16 T-18>>32 16 T-18-33 16 T-18-34 16 T-18-35 15 T-18>>36 15 T-18-37 15 T-18-38 15 T-18-39 15 T-18-40 15 T-18-41 15 n

Rev. 0

0 Proc ure 5177-294-CP-2 Att ent 3 Page of 1 COMPRESSIVE STRENGTH TESTS OF SPECIMENS 1.0 General This section covers the methods to be used for determining the compressive strength of masonry, units, masonry prisms, and grout for existing masonry walls at Turkey Point Plant, Units 3 and 4. Care shall be taken to see that testing surfaces of specimens are parallel, uniform and perpendicular to the longitudinal axis. Loading methods must be such as to ensure uniform compression over the entire specimen.

2.0 ~Teston 2.1 Testing Masonry Unit Mortar Prism 2.1.1 Masonry prism test specimens shall have a configuration as shown in Attachment 4. The value of f'hall compressive strength of the specimens multiplied by a be taken as the correction factor as follows:

Ratio of height to thickness (h/t) 1.5 2.0 2.5 3.0 4.0 Correction factor '0.86 1.00 1.11 1.20 1.30 Factors between those listed shall be determined by direct interpolation.

'2.1.2 Before making the compression test, cap the bearing surfaces of specimen in accordance with Section '8 of ASTM C140-80. Do not apply load until the capping material reaches a unit strength in excess of the prisms.

2.1.3 Test specimens shall be tested in compression in the same manner as set forth 'for prism testing in ASTM E447-80, Section 6.

2.2 Testing Concrete Masonry Units Capping and testing of concrete masonry units for compression strength shall be done in accordance with Sections 8 and 9 of ASTM C 140-80.

2.3 Testing Grout Specimens 2.3.1 Capping and testing -of grout, specImens shall be done in accordance with ASTM C 42-77.

3.0 ~Re orts.

3.1 Test reports for masonry unit/mortar prism test shall be prepared in conformance with Section 7 of ASTM E 447-80.

3.2 Test reports for masonry unit test shall be prepared in conformance with Section 10 of ASTM C 140-80.

3.2 Test reports for drilled core grout test shall be prepared in conformance with Section 6 of ASTM C 39-79.

Rev. 0

4I Attachment 4 Page 1 of

$Aw c>r (TYi iy~P Pggrv4&

P)A? jRR +w r $ (JVP)

Iy 4)

~b sV II 2-rzu uuir 2 Crt>>J lb CE-a'ou,ir 9 (i p~") 'u~~

~ bh'i7 4F~dTP cELL -uuzr 2 (i l4j iVOhflAMC Cb'Z.L l8wCiP Vwii '<+ ~f ouir lEH6fe 8r aurrozq (r yp)

A LTE.P NATE wLTE~e~T~ 2 (FOS', 8 Asy l2 TH(CKWA.u.S) (FoR 8 ANb l2. @ALLG)

FINAL CONFIGURATION OF HASONRY/MORTAR PRISM TEST SPECIMENS NOTE: 2-<< ~L Uhll T5 A IZE SHOWN iM, SPGT,ION&. SA~E GQN pl &oRA'poH <ppLt~s pgp, p c'pLL .Ug ~76

'S hhP oLS: EHQ RasS N APPLE WESG 8 IhQs!TAR Al JOIHTS I

Rev..-O

0:

Proced~~. 5177-294-CP-2 Attest Page 2 of 2 4

Hei ht of S ecimen for Prism Test Following is the summary of requirements in applicable codes and standards concerning the height of prism test specimens:

(1) UBC - 1979, Section 2404 specifies the following:

~He% ht 1.5+ThfThickness~

k ~~5, but height shall be not less than 12".

(2) ACI 531-79, Section 4.4.8, specifies the following:

(3) ASTM E 477-80, Section 5.4.2.1, specifies the following:

The height of prism test shall be at least twice the thickness of the prism, a minimum of three units high, and a minimum of 15" height.

The intent of ASTM E 447-80 requirements as noted is to have at least two horizontal mortar points in a test specimen. The height of prism test specimen as shown satisfies the code requirements for UBC-1979 and ACI 531-79, and also satisfies the intent of ASTN E 447-80.

Rev. 0

Procedure 5177-294-CP-2 httachment 5 Page 1 of 1 TEST SPECIMEN RECORD FORM

1. Specimen Identification No.

2. Date specimen taken

3. Type of specimen (i.e., masonry/mortar prism specimen or concrete masonry block specimen or grout specimen)

4. Masonry wall identification Number from which specimen is taken

5. Location sketch of test specimen on wall Elevation Looking Inspected by/date, Checked by/date NOZEE: I. Use one form for each test specimen.

2. Attach additional pages as required.

Rev. 0

ik Vt 4 Joaa

>>v a>> It!ohio

' ret lrltv O Ie P,I r.

~, Ir~ C '

rew.tla.

(C

~

ce4>>v"+' hCI

• Ioal

~ ae caela)

a. '

~VW 4e'O'J . ~.

l' a III m\ttt

)ec ovLQV44

+h, ark' hoae eaeaoaeeoa ~

~ I f!~ r) ccoeah I

J ~ a. II I

):l-~ ~ >>>>e  ! I I

I~

~ aat

~

h coat urt

%4'o rv~l rj:i I I

teaaarv eovvo 4>>a IV 4'ra

~~~'u aaaaa

~ >>Iaaoa

>>P~i hV tleea-o I

O Cf>> I

<>>>e

.IIOA Qe alt Oat hae oat aa I,l rc ~ I

.I 4j i C>>aCICt CMlt tae Aalu vII'g IF( .1'i< Cthe JC lltlhA to* T'OH I IoCALTII c I~ ~

I ACOCOIO I Coca aaao acta allo I

I o'

! ~ la a IQ IC-... ! . JHC (Oct!let I Ill ~l>> ~

r11

~

VOaat PLlaaa>> e O le!hear>> I ~ o!a

~olre~i ~

!,, ".V..QTITI~3(

Vapo I

~ ~

.O'ACCCC heta or I 1

) ~ Jle ~ ~ ~

~

. bg soe vea>> vt r>>e I>> Pyre Ca..

leooo Iavort Vahvclv 4 !era Oraaa I tai.lt

~

>> evte loot>>OO

~ WAst tt

~ ~ ee a't>>a olha t 44 IAI taaooa A IOI )re>>

I-ttCV. C leae\e>>>>

~ ~

I COCkle ' t cull I  ! ~ COaC OO ~

~

~ yo r aoae>> 4hoau>>

4av Cav ea.

~

le>>>> Ceo V

'C" IB-+3 octa I"c" eo't'l' lg-$ Q I, ~ eccl oooo C-) S-$  !

I c-f))'-)+ )

Aoco or thea AAI'thea

~ t)

I ecehe g" I r I

hum ~ 0 O usa'-tB 0

~ ~ n 4 0 C

0 I

Iat FIGURE I n!

WALLS AT EL 18!-P I Iat CONTROL BUILDING

AC

~ rIW V rl~ IfraralrVO)

/ lal r ~ -~r

~ 'w I .

f ~ i

</

.Ll -9o-2o ta r

<<V ~ r

" 'VuII ' ~ r g gpgg IfrIrE ~ r Oart raaVI'I Qr ~ ~ aIIL

'l Ir.I~

~t

~ ~

rare Oyg Ia r 0rrelaa,

<< ~~ - ~ea

~

~ A at>>

Vllr, ~ QIr 'tlkf M

a a

~ rI ma <<Sol f Iif.

f r Ir I I/O

~ ~ III r ~ ~ r G- o-] ~ twrasay C-80 l ,t .rr c.3o t m ~

g ~ Jtr W

~

O.ar rrrl

.re yg,',, %r ~

's I

<.So-N Ikl W~e~i hoot

>- -v -~o-JS C- Sy-7 I t"-So- t - H-a C-30<<$

~ ~

~ f:4 I I>> C-%o-r 3ge rr I f t' (I f~

~ g tata>>I ~ var <<a I r

I' V.e 4 fv

~

r<<~ ~

~ I

~ %1IIr Vrr ~ k,

~ aal ~ ~

A I ~ ~ II Irla ~ II: t~JO ~tv g

~Ill aa<<w4 ar>>

C.. h ~~

fly c-So ~ SNV %4 Ol W t

o Safr I C4 iI r F C N c-3o-4 r'C rV, raVr M Var 44 O Vl I

rl rail'.O l~

~ ~a

~ ~ ~

~~

' ~

~ ~

I

~

a ~ h7 1 IO I

FI6URR 2 O

~jALLS AT EL.'0'-0 I Mf.P&.g~~ fir ltlLl.M~

o rp .~~i~tCa'r

~ ~ CpNTROL BUILDING

0 ik ocedure 5177-294-CP-2

~ ~ <<.~<<l .>> ~ .~~ ~

0 ' ~ ~ ~ h

~ >> a >>o>> <<r>>

~ >>0$ >> Q$

y as>> 'w

~ I

~ raa aa<<aaa

~ raa'a aaaaa a ~

aaa%>>a +0% '

~ aaa smc>> I ~

+Q ~ ne

~ aa <<~aa

~ I aaagb

~ ~..

NINA t P ~

~ ~aa>>a 4&pWL Wag

~

j I ~

>>gaa>> ~~

a ~

C' ~

~ V%

V aa ~

~ ~

c'-.42- ls:

a" rlfarealaa sa

.I Ka>>ara%aaaa~

~

~

'RSES~~

~ ~

~ r ~

~ I ~ llRl%%5 ~

sr aa. wo'

~

% %C+ aaa ~

revs re gas FdeK I

I ~

a ~ a t l>>a ~ aa aalu oc%4a I

V>>

~ ~ ~

'U

~D~~~~~v ~ ~

,~

-. Ji455~

a!aa ~

'IGURE 3 P lB,LLS AT EL. 42 -O Rev. O

- CONTROL BUILDING

0 il

~ ~ ~ ~ '

~e ~ t~

~

~

~a

~ ~

/peewee

~ ~ Ie /

tttteeeeetst <<et J t ~

/j

+-

~~

g/

A-l0-2 A-io-l /I'/

C.

e ~ / ~e

~

I ~ t tte l.t ~ I

~L t ~ea~e

',il

~

~ ~ ~ ~e L

-~LRr

~

ttt~ A,-.iO-s ee ~

~ ett I tt' e ~

56 / I

] I A-le+

I /

I , (51)

/ QAOeae<<eta

{W00%)

~

Xt ~

ffaleaatof a<<a / /

r. /

I

-lO-j ~ lyl te<<tet eW ks' ~ eK OW ~ I a e~

ttttt etle

~

ll

~

I I

I I ~

0 A-lo-t'et 54

~ 4 mm~6 eeMetle t 51tLhaCl&a e

~ 'i.i t:'C:,.'I P

~

'6~ aaa~r ~

Q e (erat ~me I ~

O

-N-7 A n CL p,uy,l LAR t'ulLUlfUr C'n pP,g TlAL L,oog. PL,AN EL. lo-o I

FIGURE 4 c nI

'II I

Iet

ll Vsr oC 4

~ i .. ~ S.

~ ~

rI Qss ~ ~ ~

~ ~

Co,s

.~

~ ~

~ Oo'

~

~ IO

~ ro

~ O'O 9'- 4t

~o

~

~ 1

~ ~ ~ ~

~ .~eaaO~O~OS 0 P39 I pz I~ iO T I ~ ~ ~

~I ~ ~

4I o o '/ Q43 .* ~ II I

'::I 013 ll', pes sl fear I QI4

/Q

~

I

}I,. o ' Cw

~ LJ y ~

S Q44 qr O

o I Osor r~s~tr a~s osoIO oo4'S.

~ OO IIOIS o O PO ss Qs I

~ I ~ 4 or IS'sl' 4

. Q31

,I 4 ~' ~HO ~4 ~

os t ~

~

A-Is-J4

~UXILlARJ BUl!.DIMC. l AR,Tike Loog PLPM FL.tS-O FIGURE 5

i5 ~'

N

~o ~ ~ ~ o' ll Sl' O' V rV o'. ll

~ ~

~ 'll' a'. ll ~ Ha NNo ~ hr

~ No 4 ~

NOO AL4tt N tar!

.J ~ l rt ~ to lts tt

'I cr coo tw >>weal r I 4 = l8-g V

~

~ N Pw-Coat otal jg Saba I to I

I o

~

i A-g l9 C>+ -'

tsaattN ts >>IA m Bf~+'4W

~ ~ ~ ~ gi ~

alo ta

~ ota

~ ta aK

~

lataN ollNtINOg to aaNtrN ~

l

'c f II ~

~

tts>> ol ao~ N CCN ONI tea,tl a)a itN, laos tpttn ~ ~ ~ I)N)

If

~

W ~ ~

Co'

.'f I ~

I ts ol ttt44srtoc)

A-! -jo

-'i}-

. Qua

'f

'l I

m q ) Qot . coi

~~

t .ltlV.~

ottt'+ ti n trw C~ '~vs l l

L ~

P, r.ltd I

I N oNaasN tta stats N N4 N~a OO a) l'C tl Oll l C

I Crt I Nro Na~NNaN I

I )i;.8R> I

~

~ ~ 4I~ I ~ ~ ) I aV I ,i l f'co ~NN Nt IIM I NIN tttomy I I

't (.~t.' J.~ C I

~

s

~

I j.'",.

C) i ~

s ~<..W I I I ~ I C ~

I)

~ o ~ ~

f pgr-. ~

I

~

. 'Ir rr tr oAI I RT I oa tf Cr Cg ~ ~ lait rats!

I I I

r

.8 I s- I'

~

~ t' w:r D I I

',I>> I

.'-..":-8

~

g ~ ~ t I I

NO C'.a

> .',"j)I),-'i.wg ~

~ ~

I .j Ln

I I s 'a4 I COSN/ Nt4 Vl Cttlt I I hl C N ltO CO

~ NO N allis Nla, I O

I

)I>>

AUXILIARYBUILDING PARTIAL FLOOR PLAN EL. 18)OI) (Ref.

FIGURE 6

~. 56>0-g-277)

0

~ ~ ~

' ~ ~

~

sled+ ~ ~

~ I pOCI IIX%9 I

C I

~~

I l

A4'2-2 gbRTH I

W ss

<<secs

~Call~O'1l S

OXPi l)I 1

I I .

r I I S'.

Ir I mme - J L.

~ ~

.r' Ja+LOrC<<SI ~ CWR ~

AS%4 re% 0 i%W SS4OCIC

~ 4 ~ CerS

~ 'SS'SSI OI <<rs'rC SA ~ ~

~ CP r

. bl'-0. QI CCCC I

I ~

~ rr C1 OA o

I g eel ee,eoeer

~

' ses

~

~ C f

l~

~4 pea

~lsr ~

I II 4e<<o risc lICI/~~

srsss 44c>> < t...>>~llja'.Ii+.I <<s<<l,

~

P s

See er II I ~

g

'I ~

4

~"

I I

e7re e oee rr I

~

. I ~ ~

e << e e ifeele ee weel leee s ~

I Ira er . i <<s<<lc Il s

"sl .

1 ~s AUyil.tA,R ( P OlcPlhlG

@Appian,l fz.acF PL4f4- UHO << ~

FIGURE 7

IQ 0 pt N ~

fl A+J+

IrM Z t 4

44 ~ OOe ~ ~ 4 ~ ~

~ ao r

I ~ fI

~

/ je r

eee f4 5' OI'0

~

I 4

J Rl jhow Oee.

IMoe444 Oooo ~) oeo

\ ~

vg ~ C.

t'1 IOE ~4etlt4teO tebe%

44%4>> 0+L ~Cells%

Oc W

~ oOOO

~ Og~ ,I',1 a

JO'ldfOda~ <<'gl

'itatO

~ ~

1 ~ ceo 4 ~

0I I

\

~

~ I Io oa

~ '1 ~

~

II II

~ OI ~ 4 I Llt 1 o Oe 8 tO', ~ .

~e Il 1 I

I I4 ~ - II I ~

I I II 4 I lOI II lo oo ~

I -".1 ~r.. III L r ~1.e' ~ Jl 1

N r

~

.t

~ 'I ee e'

-"i ~:=

ao oO

~ I a~a

'1 MJ g

oooo faoao

~ J'

~

~

1

~ C:

~ 4 l t44e ~Wt k le Ala e 0

~ KL I I O

~ OOO

.k4'1'I rt ~ r

<<I I4

~ ~I 14k 1 I e~,. ~

I C tl 'oo 1

4

' QIo alar aar

~I Ie 4

~ ~

i teart jo 8 fl ~

4eef AI eoe)e

~

e o e

~

~

~

ace '..

I aI,.

~

LI Oe

~

4

~ ~

~

I OOO ~. sr. tt -<<g I lo o oor ~ ~

ttO'1'i' .~ I 1

J Iool Iaoroo oeaaa eeoo eeO rr Ja

~

ao I f 'x(

45~~4<

~ U)<lLt SV)CPigg f A'RT l AIl POOP PL/ N ~

Upi'IGURE 8

lf rl' rocedure 5177-294-CP-2

~o g '28 N pp av-AC tt4 aw~ ~s Hlt~C4 I444 M Oc.c 'J+Q 3Q%C. CfM

... resunw rt L

t ~ o Stt'Vl ~.

E ~

~Jkt 4f 0 IZtCP &~

~ ~ C I (

r

(

CVcPidtth C:gc 4d Je

~/It r

iver

(- mac. Ji tttcc'v SCS Nett.

~ ~

7~ <~CJ~g g

. tLilr Cradle r ~

~

~

1 g StSW Std @gay ~~ -~t

.i

<bA ~

(

~

(

e ~r C4ttt ~Srrgjpy +

AACCcag t

.VWtt. aetI tr.w 4t'star w tv't'yttt

+4 (gy STEAM GENERATOR FEED PUMP'NCLOSURE PLAN AT EL. 18'-0" UNIT NO. 3 Figure 9 Rev. O

il Procedure 5177-294CP-2

= l s'-A(

0

~~@AC INC I M OLC, JOCK ~ I

$ o/g g,VtfaA7h ~ At@

g saast <<v.ms

~

AICCC4VF Pwocicr n-o a~(

v rcsar

~ r ~

~

'~ ~sr'r.r;~

STEAM GEN1EATOR FEED PUMP ENCLOSURE PLAN AT EL. 18'W" UNIT NO. 4 Figure 10 Rev. 0

,ik yj Procedure 5177-294 Q dRV'g

~ VW

&OJA aa s wo i I

l

)>>

~ ~

'f pig J

HI7 4.

PLAhJ eF sx'q'cAcFAP, ~gcLo5(igE f ~5vht Jc-0 FIGURE 11 Rev. 0

procedure 5177-294-Cp-2 Qo fc.TQ 29$

2g5 22

• sf@,

S pO>>

ar '

~of

~

~J oat 0 % ~

p<

~C Clcl t

~-jt t~4j~

Qp'

%Mt

~ I&shi}

1 Jm

~+chic

'0% iffyp T-'9t-5 uN<y 4 F'LAt4. o 5L'A,e 'R EL.3}-o".

FIGURE 12

DIESEL GENERATOR ENCLQSlJRE 2I '- 0 "

DG>>16-3 DG-15-5 t

0 @t @tl Pgg7(WL PLAN A~ EL. I8 0 2)IESEL GEHERHToR. Enlcl.osuRC Figure 13

ik Procedure 5177-294-CP-2 w' ~'

rC'V IS. <<<<<

~

p>>>>>>>>>re j 04svr 6<<<<ra est't><< I I~r>>gs<

>>th<< ~ c:;r )fr.-r p Jsst> ~ ~ os> ~ 0'4S J I -9' l I ~ ~ ~ ~ ~ a r~ Jr y rt s<<r ey eg g~ ~ >>rrp 0 f. >> ~ ~ ~ 6 > - ~ ~ ) r ~ <<<<f <<l r4 ~ '>> ~> >>) + I + + rm.'~s l <<;= "<<~ t si 0 (% ah, ML st'4 0'>>4'g I ~~+ 'I ~ ) 6)<< ~ }. l" r- ~ I } ~ ~ ><< ~ i,. "<<6.><<'8 l 'r i + 5 t> g' l ~ 1' ~ l +' N ~ r Q j> ~ ~> ~ n t I + g + ~> t>>> I I b Crt' } + 0 + 4>> + I ~ 6>>>t WO sf I' (<< ~ '-.J I rn r ~ ~ ~ ~ ~ ~ ~ ~ ' I ~ ~ I" ~ >~' PARTIAL PLAN AT EL 18'-0" DIESEL GENERATOR ENCLOSURE Figure 14 Rev. 0 ~ . Proc ure 5177-294-CP-2 fg l / '-+- l8-3$ I vel~- 'i Vele I ~ /'l ve, evv ~ ~ ~ t8-37 / e..~tl g ~ eve aw evve, ~v ~lH/ & & v/eev ee W ~ 7- /8'-3P ~ ' elr I ~ ~. e 0 ~ () e -.p-e ~ ~ ~ ~ Mo e ~ '~l e>> I 'N.' M-4 ..l. ' ~ ~ ~ I V f v vee e' ve '\ VC ev (le 6 %e I ve /V~eeeeV l v'te I' .I. e el eel ~ ~ <<e/ cele elec ~ eel /~ 'gl V e>lev.<< l~~-, "~ ~ .r l ~ (I' ~ ~ ~e LJ" V'el ~ J.ll ~ ~ e Qy 'D I I -t" te" el/'ve f ~ f~rl lelleltl.~AN eW C 'W SV lee I 'ee... I 0 l ~ I ll ~ ev V v~lVe'e e I ~ V ~ ee ee 4 ~ '-/g ~ eVe ~ elec ehV <<V g] I Fx 'P ~ g eeeVeVe Qt ewe eVt ~ ~ v'ee l OJ V ~ ~ /lv POWERHOUSE GROUND FLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 3 (Ref. Drawing 5610-C-108) FIGURE 15 Rev. 0 IQ edure 5177-294-CP-2 QN Qal 4 o ~g 7)8-3A ~ L.O ~VL Jtaa /-/8'-32 rorra ra\ oa ~o ~ ~ r ~ ~ Fr 4oo r pro aria Ivy }II ~o ~ ra~ ~ 4 rr ~ ~ a ~ I ~ oa <<o roo r' A' pe<< WOoOC gf I J h ~ w ro ra4 ooa CJ IJo . I e'W ooa <<o i / ' oao ~ o ooo aro o 7/ 7-/a.-peg ~ gt ~ I p4 Q Q a4<<ooo 4I sa<<.m (~ffar (a r Jao ~ ~ O Orrr OO ~ r<<OIC ~ I ~ ~ ~ ~ L r o ~ fo l~g<<roo r oo o r I 'I C ol to CJ o,o r ~ ~ ~ I ~ ar ~ I -J' I ~ ~ o ~~ L="-"- L $ g Tr - ~ Lro ta r1 r<<<< ~ ) IIa ~ ~ .Ve C I IN -. --'i' I rr rwr4 oro N ~ L go il 'L aa ~ ara ~ ~ (CO .~ ~ ~ ~ ~ ~.... ~~ ~ rr . ~ ~ L[ ~ I ~~ at] a Lao ~ I'<<rr4o cr o ~ ~ o an '1 ' rr ~ l ~ a<<oar<<4 ~ oo oo ~ r ororo C Co~ IJ~, = i( I ~ I'.I oa <<or ~ a<<.~ rr ro ~ ~a ~ oa p ~ ll'J ~ ~ 1::--I ~ ~ ~ o ~ rrro ~ ~ or oo ~ ( ~ ~ ~ $' . ~ ~ I I~ ~ ( fooO ~ I 0" (ac 4 44',o~ ~ P(MGOIOUSE GROUND PLOOR EL. 18'-0" TURBINE GENERATOR AREA UNIT NO. 3 (Ref. he. Pfgure 16 5610-C-108) Rev. 0 Pr dure 5177-294-CP-2 'Le ~ +IVr~~ ya .7- /8-3g 68 7-/g-Z8 ic-  : ~ el 7-/8-48 7:/8-Z7 ~ ~ -n '7> 7/g /(g ~ ~ 0 ~ ~ ~ 'la / ~ ~ ~ M II ~Jtel A~ Oat OO tEi ~)ar ar ~ lga 7-/8 I zo I~ y ~ I I >~ Jig .I ~ ~ I f eewe W ~ I L I Q@IrS%" -irileli>r IVVI eer I~I. ~, Ir 0 II JI ~ ~ IiI+ ,IIeav., ~ ~ eee ~ ~ ~ ~ ~ ~ .I ~ el 'a iIJ- ~ ~e lr J. eeeev>> ~ I.'Ii ee ej e .il I ~ ~, a l~ I a Qf ~ ~ ~ ~ ~ ~ II Ia oa P~ hid Ae aa ~ ~ 'I I~a ( VVIeee ~ I Ia VI rV ~ '<<ll ~ -- l.0 g) ~~ ~ gl 0~% Ir~lellf 1 ~ I ~ Qj I I ~ eII ~ a>>>>V ~Ia wJ V Iles eaelea ~ ~ I I 1 OJ g~ rel elm v lafaeI ~ ~ SnD>> fI, cmm Dr~ I I S re g8pat.eO fa POWERHOUSE GROUND FLOOR EL. TURBINE GENERATOR AREA UNIT NO. 4 (Ref. Draving 5610-C-109) Figure 17 Rev. 0 II 0 Pro re 5177-294-CP-2 T-/8-23 Qi!t C)i P e ee 7-/F24. ting 7-/+ 2 ~ / -/8-29 f ..~trlf '( cv vvtr0 to(bf .C 4 I oet e.oe'I ~ V V Ot ~ ~ er>> r'I rl re rett ~ Bey. C r>>or! Ir V t' rrervet twtt IL eel eo ~ V reeve t~ ~ I~ ~ <<g I .,"~'.)! <<r' I IL I t i%%tv ~! CCt ~ ., ~ CD i r. 'K X C/ premett ) ~ 'C,, trr Jto C Vftel>> ~ I<<toe~tv I rr'e+Cv V f I ~vt' tl I llI I~  ! W~ tt ~ ~ I' e. <<e <<, ~ ~ ~ ct ~ver <<>>I // CV ). I [ r ' reve/re vtt<<AI<<vo  ! IP. I (.'i. I , -:la> ~ t tl) t'iyi ~ ttlrtt r/I tf, C ~ ~ J Io ~ IoV go ~ 'r>>vr <<<<rorrhrr g I ~ o I ~lttr'Cr'I'I~ trtt vrr 1 'I I I 'I ~ ~ '.lt ~ 7- /8- /3 't ~ ~ I ~ ~ ~~ L ~ I~ e'r r ~ tll~ ~ ~ ~ ~ ot re f i'") I ~ 'V ' ~ ~ Lr Lv I I/<< .I/ ~ Cl te ~ I j Q1 1 V I<< ~ ~ I ~ ~ oe>>v vvr>>rt r<<t rvee I~ >> ~ I ro rre t VI Yare I ! ~ vol lot IlIII! ~ ~ le t t ~ <<tl e ICr Cv) Io ~ I ~ ~ el<<et ~~

r. ~ /. ~ eov rtt <<<<er rr Ivo/v et rer<<rvt C ~ ~ t,f 3

Irel It Irl rt Mr ~ I Lot ~ tro <<r ~ et <<>> vt ~ j POWERHOUSE GROUND FLOOR EL. 18'-0 TURBINE GENERATOR AREA .UNIT NO. 4 (Ref. Drawing 5610-C-109) Figure 18 t Zcr) sc COnllA/u h/)E u7 g/AC e/c. UNi7 C Rev. 0 II ~ I ~