ML20090L781
| ML20090L781 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 12/18/1979 |
| From: | BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML17198A223 | List:
|
| References | |
| CON-BOX-04, CON-BOX-4, FOIA-84-96 7220-A-13, NUDOCS 8405260061 | |
| Download: ML20090L781 (20) | |
Text
_.
r! ' "
.g
']
Bechtel Associates Professional Corporation g
Ann Arbor, Michigan
{I
,Affen/s'x /.,
ij 5/"
- ~*
l2 3
r l
Il TECHNICAL SPECIFICATION FOR 3r I 3 SUBCONTRACT FOR I
CONCRETE UNIT MASONRY a
FOR THE CONSUMERS POWER COMPANY 31 MIDLAND PLANT, UNITS 1 AND 2 11 MIDLAND, MICEIGAN g.,
11 I
)
3 i-s1 I
t, I
i
=
~<
i Ij t
A-i:
I.
A
{f I
A
!I
^
4 M
/1 B 75 Minor revisions as shown
]. ' f1) ' %.jC, Mf/w f
A 9-ie-17 I"Pim*4fsiie!"' 7"*
'"7 '"* '"'> 7olo-h.:
sc 4;4ME
$ A '78 8 "77 Inchrharmeert.scw 70ni 76nt.
A p.8%
Issued for Field Use 7nnt 7nnz X
WM J C, JAv__W Mg43
R
==
een seveens m
se en a
- use
g MIDLAND' PLANT UNITS 162
.l 7220
. t. '
MIDLAND, MICHIGAN
',,j CONCRETE UNIT MASONRY 7220-A-13
.2
[m 8405260061 840517 1
. ~. - -. ~.....
112 A wd L.
-. ~ - - - - - - - - - -
TEST TI pfE E
T SHEET SHEET SHEET SHEET SHEET SHEET SHEET y
Ey EV EV i
3 11 3
iii 3
1 o
2 2
3 3
4 3
5 3
6 3
3 7
3 8
1 9
3 10 1
11 1
12 1
13 1
Appenc ices A
3
)
3
"/8/rs Minor revisions A.S.
Md bC 3
-gg Incorporated SCN 7005, jg, g 2
7006,7007,7008,7009, 7010 and minor revs.
y" d
- 9Td'DI 1 7'6U }8gy[p95Bi?7M.7004 M
N l/. 'l6 Tssued for Field t se? JAMNM NO.
DATE RE VISIONS SY CHK'D APP'D NO.
DATE REVISIONS SY CHK'O APP'O FACING SHEET JOB No. 7220 MIDLAND PLANT UNITS 1 & 2 l
ggCHI*
Rev.
CONCRETE UNIT MASONRY 7220-A-13 3
1 a!
5 Sheet 11 of iii 1h.
~4 t
i Specification 7220-A-13, Rav. 3
[3\\
TECHNICAL SPECIFICATION FOR SUBCONTRACT FOR 1
CONCRETE UNIT MASONRY t
CONTENTS 1.0 WORK INCLUDED 1
2.0 RELATED WORK NOT INCLUDED 1
3.0 STANDARDS AND CODES 2
4.0 QUALITY ASSURANCE 2
5.0 SUBMITTALS 3
6.0 TYPES OF WALLS 3
7.0 MATERIALS 3
8.0 MATERIAL HANDLING AND STORAGE
[b\\
5 9.0 INSTALLATION 5
10.0 PROTECTION 9
11.0 POINTING AND CLEANING 9
12.0 INSPECTION AND TESTS 10 13.0 MEASUREMENT FOR PAYMENT 12 APPENDICES E
A Engineering and Quality Verification Document Requirements, Form G-321-D ;with Supplement A. Rev. 3 i
t I
.i' iii
~
Specification 7220-A-13, Rev.O TECHNICAL SPECIFICATION FOR FIELD PURCHASE AND INSTALLATION OF CONCRETE UNIT MASONRY 1.0 WORK INCLUDED 1.1 The work includes but is not limited to the following:
a.
Furnishing and installing concrete masonry units, glazed concrete masonry units, wall ties, mortar, grout, and concrete in cavity walls, b.
Installing reinforcement, anchors, i
inserts, and other masonry accessories furnished by the contractor.
j Constructing around preset pipes, ducts c.
and metal frames for openings in concrete unit masonry, including setting anchors, sleeves and inserts furnished by the Contractor.
d.
Prepara concrete surfaces to recal &
masonry.
2.0 RELATED WORK NOT INCLUDED 2.1 The following items of related work are not
-included:
a.
Brick masonry i
b.
Concrete foundations Furnishing metal frames including c.
anchorn, sleeves, and inserts t
i d.
Foundation do'wels cast in concrete,-
welded dowels and welded anchors and anchor slots embedded in concrete k
t Furnishing and installing steel plates e.
and welded studs at tops of walls f.
Furnishing reinforcing steel s
4 1
1 v-..
..---...-,-,,,e-..,--~~.-.&-
-v
SpIcification 7220-A-13, R3v. 2 3.0 STANDARDS AND CODES _
3.1 The following standards are incorporated as a part of this Specification as indicated:
3.1.1 American Society for Testing and Materials (ASTM):
A 36 Structural Steel A 525 Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process A 615 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement C 90 Hollow Load-Bearing Concrete Masonry Units C 140 Method for Sampling and Testing Concrete Masonry Units C 270 Mortar for Unit Masonry C 476 Mortar and Grout for Reinforced Masonry C 145 Solid Load-Bearing Concrete Masonry Units 3.1.2 American Concrete Institute (ACI):
ACI 318 Building Code Requirements for Reinforced Concrete 3.2 The following code is incorporated as a part of this Specification as indicated:
3.2.1 Uniform Building Code (UBC):
No. 24-22 Field Tests for Grout and Mortar.
ASTM-C-780 mortar test may be used as an alternative to the UBC test.
4.0 QUALITY ASSURANCE 4.1 Quality assurance requirements are for
' installation, inspection, and testing in accordance with Sections 9.0 and 12.0 of this specification for concrete block walls indicated in the architectural drawings as "Q" listed walls.
2 9
Specificntion 7220-A-13, Rsv. 3 5.0 SUBMITTALS 5.1 Subcontractor shall maintain the following records in accordance with Form G-321-D:
a.
Samples of each type of unit b.
Mortar and grout six design and materials source c.
Certificates from manufacturer verifying concrete masonry units have been properly cured before shipping to jobsite and that they comply with requirements in 7.1 below d.
Certificate verified by an approved testing laboratory that mortar and grout six designs conform to this specification and that concrete masonry units conform to the requirements in 7.1 below e.
Certificate of compliance from the
/\\
manufacturer verifying that materials
/b\\
called out in Sections 7.5 through 7.10 comply with the requirements as stated in the same sec.tions 6.0 TYPES E WALLS Masonry walls shall be constructed of normal-weight concrete masonry units and all cells and spaces between wythes shall be grouted solid with heavy-weight grout or concrete as shown in drawings.
Masonry walls shown " removable",shall be constructed of solid, load-bearing concrete masonry units without i
reinforcing.
Voids and spaces between wythes shall be grouted solid.
Units and grout shall be heavy weight.
7.0 MATERIALS 7.1 Concrete masonry units shall be load-bearing hollow units, Grade N-1 as specified in ASTM C 90 with linear shrinkage not to exceed l
0.05 percent, and with a normal weight classification of 130 pounds per cubic foot min. density.
l a
3 V
s%t-e
-s c--ee w-t-.s-e
- e---+-w mem 7--r7 w'u ame r
w e
av
-e-w N-g wen
==s
--v'-w Specificatien 7220-A-13, R3v. 3 h
7.2 Mortar shall be Type M conforming to ASTM C 270 and shall have a minimum compressive strength of 2500 pounds per square inch at 28 days, unless otherwise shown.
Cement shall be Type I or Type II portland cement with masonry cement (no line or line putty).
Mortar for glazed units shall be integrally colored as approved and shall be sealed as specified in Section 9.4.2.
7.3 Grout shall conform to ASTM C 476; the minimum compressive strength shall be 2500 pounds per square inch at 28 days, unless otherwise shown.
Cement shall be Type I or Type II Portland cement.
Aggregate size No. 8 shall be used for grout where the least cavity dimension exceeds 2-1/2 inches and aggregate size No. 1 or 2 shall be used where this i
dimension is less than 2-1/2 inches.
Grout shall have a 6-1/2-inch minimum and 9-inch
. maximum slump, and shall have a cured density of not less than 135 pounds per cubic foot.
7.4 Reinforcing bars shall be Grade 60 deformed type as specified in ASTM A 615.
7.5 As an alternate to dovetail anchors and slots, the following may be used:
Block anchors, No. 186 manufactured by "Beckmann Building Products," secured to coccrete walls with Type DN-27P8 pins manafactured by "Hilti Corporation" at 16-inch 0.C vertical spacing.
Similar products by
'Hohman & Barnard, Inc.,-may be used.
7.6 Calking and joint filler shall be in accordance with the latest revised issue of Specification 7220-A-35 and as shown.
i 1
7.7 Glazed concrete masonry units shall conform to l
ASTM C 90, Grade N-1.with linear shrinkage not to exceed 0.05 percent, and shall be factory finished with " Spectra Glaze" as manufactured by the Burns and Russel Company or the Haniley i
Company.
Color will be selected fron l
manufacturer's standard range and as noted in I
the Finish Schedule.
7.8 Wall ties and masonry accessories shall be zinc coated with ASTM A 525 designation G-90, as manufactured by Hohmann & Barnard, Inc.,
Dur-O-Wall Products or AA Wire Products company.
4
=- - - -
Specificntien 7220-A-13,'R3v. 3 jff Joint reinforcing may be No. 9 gage ladder type.
Wire shall not be galvanized after fabrication.
Joint reinforcement is not required and shall not be used in bond beams.
7.9 Control joint gaskets shall be "Dur-O-Wall Rapid" Hohmann & Barnard wide flange control joints, or paper joints sized as shown on design drawings.
7.10 Deformed anchor bars shall be " Nelson Stud Welding Company" as shown on drawings.
8.0 MATERIAL HANDLING AND STORAGE 8.1 Concrete masonry units and cement shall be bandled without damage, stored in dry areas for protection from weather, moisture, stain 1
and other physical damages until installation.
i Storage temperature for cement shall be maintained above 35*F.
Storage space shall be provided by contractor.
8.2 Glazed concrete masonry units shall be protected against weather, moisture, stain, discoloration and other physical damage of the glazed face.
Method of protection shall be in accordance with the glazed units manufacturer's printed instructions.
9.0 INSTALLATION 9.1 Masonry Units 9.1.1 Units shall be sound, dry, clean and free from cracks when placed.
Units shall be laid plum, true to line with level and accurately spaced courses.
Corners and reveals shall be plumb and true.
Each unit shall be solidly bedded in mortar.
Units that are moved or shifted shall be relaid in fresh mortar.
Joints shall be approximately 3/8 inch wide or as required to maintain coursing, and shall extend full depth of face shells for hollow block and full depth of unit for solid block.
Anchors, wall plugs, accessories and other items required to 6
be embedded in mansonry shall be built-in as the masonry work progresses.
Spaces in metal door frames and around built-in items shall be solidly filled with mortar.
5
\\
I
/(h(
spscificaticn 7220-A-13, Rav. 3 Vertical cells to be reinforced shall have vertical alignment sufficient to maintain complete grout cover around bars.
9.1.2 The top surface of ec.ncrete to receive masonry shall be.-lean, shall have laitance removed, roughened, and shall be level, aligned within one inch tolerance before installation is begun.
9.1.3 Unless otherwise shown, walls shall be laid up straight uniform courses with regular running bond.
Bond beam units shall be used where shown.
9.1.4 When it is necessary to stop off a longitudinal run of masonry, it shall be done by racking back one-half unit length in each course.
Toothing is not permitted without contractors approval.
Toothing of interior, solidly grouted walls is allowed.
9.1.5 Concrete masonry units shall not be wetted before laying.
Units partially wetted during cutting may be installed.
9.1.6 Masonry wall corners shall have a standard masonry bond by overlapping units and shall be vertically reinforced with bars.
9.2 Reinforcing 9.2.1 Reinforcing bars shall be placed as shown and supported in place.
Nominal dimensions of reinforcing dowels from the outside face of the wall shall be 3-inches minimum and 4-inches maximum.
Tolerances for dowel location shall' be as follows:
I a.
8-inches thick wall - 10% of the dowels may be less than the nominal dimension from the face.
b.
12-inches thick wall with two I
layers of dowels - one layer may be closer to the face than the nominal dimension, as long as 90%
of the other layer is within the nominal dimension.
6 ghY
1
/h Specificatica 7220-A-13, Rsv. 3 f3g c.
Wall greater than 12-inches thick - 10% of each layer of 1
dowels may be further from the face than the nominal dimension i
and 100% of each layer may be less.
1 d.
Minimum clear dimension for a, b, and c above shall not be less than 1-inch.
e.
Dowels location dimension shall be i
measured at floor level.
9.2.2 Where existing dowels are not in alignment with cells of masonry units, the dowels may be removed, new dowels of similar size and length may be installed in alignment by drilling concrete and grouting the dowels with flowable nonshrink grout in concrete as noted in drawings.
Where existing floor dowels are placed so there is interference with the block, ands and/or webs of block may be cut to allow required grout coverage.
Face shell may be shipped to allow requirt1 grout coverage.
Required grout coverage shall be 1-inch minimum clear.
I 9.2.3 Before reinforcing is placed, the i
surfaces of bars, wire, and supports shall be cleaned free of heavy or flaked rust, loose mill scale, dirt, grease, or other deleterious 1
substances.
After placing, the reinforcing steel shall be kept clean until it is embedded.
{
9.2.4 Bending, lapping, splicing, and-offsetting of reinforcing bars shall be in'accordance with ACI 318 and the latest revised issue of specification 7220-C-231, unless otherwise shown.
Borizontal reinforcement at corners and j
intersections of walls shall be placed with sufficient clearance to allow full
~
f grout fill of cells.
l l
9.2.5 Placement of wall ties and accessories shall be in accordance with the manufacturer's published specifications and as shown.
7 3*
g
/h(
Syncificaticn 7220-A-13, RLv. 3 9.3 Grout Fill 9.3.1 Mortar finr which project more than 3/8-inch from the fin edge of the face shell into the grouted space shall be removed.
Mortar droppings in cell spaces which are to be grouted sha!! be l
t rodded while wet to remove air poc s
and bridging.
Mortar which could
.a air pockets and/or bridging which...s
)
been allowed to dry without rodding shall be removed.
i j
l 9.3.2 Grout fill shall be poured in lifts (height of drop) not to exceed four feet.
Each pour of grout shall be thoroughly rodded to ensure compaction and bond to the preceding pour.
A preceding pour shall be allowed to cure for a minimum of 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> prior to the new pour.
4 9.3.3 When work is stopped for a period of 45 minutes or longer, the pour of grout shall be stopped not higher than 1-1/2 inches below the top of the last course and the surface of the fill shall be left rough.
9.3.4 Concrete for core spaces between wythes of masonry shall be placed and cured in accordance with the latest revised issue of Specification 7220-C-231 and as specified in 9.3.2, and shall be Class B-1, B-2, or PG-B, in accordance with the latest revised issue of Specification 7220-C-230(Q).
Grout may j
be used in lieu of concrete for spaces between wythes and shall be batched as i
specified in Specification 7220-A-13, Section 7.3.
i l
9.4 Joints i
t 9.4.1 Mortar joints for regular concrete masonry units shall be solidly filled, l
straight, and uniform in thickness and appearance.
Joints shall be flush filled, including nicks and defects on the masonry units, to obtain a uniform flat surface ready to receive surfacer finish, unless shown differently in the I
architectural drawings.
f 8
t specificatica 7220-A-13, Rev. 3
/k 9.4.2 Mortar joints for glazed concrete masonry units shall be solidly filled, straight, and uniform in thickness and appearance, and shall be raked 1/4-inch and then sealed with integrally colored epoxy grout as American-Orlean No. AAR-11 epoxy or approved equal.
10.0 PROTECTION 10.1 Partially completed masonry walls exposed to weather shall be covered with waterproof sheets at the end of each day's work or beginning of each shutdown period.
Covering shall overhang at least two feet on each side of wall and shall be secured against displacement by wind or other agent.
i 10.2 Masonry shall be maintained at 35F or above for a period of at least 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> after being
, laid.
Materials shall be free from ice or snow.
10.3 Masonry erected when the ambient air temperature is more than 90F in the shade and relative humidity is less than 50% shall be protected against rapid drying for at least 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> after being laid.
11.0 POINTING AND CLEANING 11.1 During the progress of work, walls which are to be left exposed shall be kept clean.
i
~ Mortar smears shall be allowed to dry for a short period and then shall be promptly removed by trowel, stiff brush, or both.
Care i
shall be taken to avoid damage to the mortar joint when brushing.
Mortar burrs shall be promptly removed.
i 11.2.
Upon completion and before acceptance, holes i
in joints of exposed masonry surfaces shall be cut out and pointed with mortar and tooled to j
match adjacent joints.
I 11.3 Mortar and grout stains on the face of '
i
{
concrete masonry units shall be remoted by brushing with a stiff-fiber brush and washing 2
t with a 10 percent maximum miriatic acid solution.
Immediately after washing,.the surfaces which have been acid cleaned shall be thoroughly rinsed with potable water.
Effervescent stain shall be removed by whipblasting.
Specific.tica 7220-A-13, R,v. 3 11.4 Glazed units shall be cleaned with a colution specified by the glazed units manufacturer.
If there is any evidence of blushing, discoloration, or whiting on the glazed face, the Contractor shall correct such defacement including removal of such defaced units as required.
I 12.0 INSPECTION AND TESTS 4
12.1 sampling and testing concrete masonry units shall be in accordance with ASTM C140.
Testing of grout, mortar, and masonry units 4
shall be performed in accordance with the latest revised issue of specification
'7220-C-208, and ASTM C-90, as noted in i
section 7.1 of this specification (7220-A-13).
12.2
' subcontractor shall provide the following inspection and tests, except as noted in Section 12.3.
12.2.1 subcontractor shall examine l'aying and grouting masonry work including verification of the following with the Contractor.
l a.
Concrete surfaces are roughened and otherwise prepared to receive masonry work, b.
Proper types and grades of units are used for the respective locations.
i c.
Reinforcement is securely I
installed in accordance with this l
specification.
d.
Mortar, grout and fill are prepared and placed in accordance with this specification and as shown.
12.2.2 Field testing of grout and mortar shall be in accordance with UBC standard I'
No. 24-22, except that physical
{
requirements shall be as specified i
herein.
At least one test sample of i
I the mortar and grout shall be taken every third successive working day I
beginning with the first day of masonry work.
Additional test samples shall be taken whenever any change in the i
10
. ~. -.,.._..
._..,.-...__.__._.._,,,_._..~...._,.,,,,,,.7.
,-,-_,,,c,.-
Specificatien 7220-A-13, R0v. 3
[3\\
materials or job condition occurs, wherever such tests are necessary to determine the quality of the material.
Onsite laboratory curing tanks may be used in lieu of fog room specified in UBC Standard No. 24-22.
ASTM-C-780 mortar test may be used as alternate to UBC test.
12.2.3 Sampling, testing, and inspection of concrete in accordance with ACI 318 requirements.
12.3 The cost of testing noted in Sections 12.1, 12.2.2, and 12.2.3 will be borne by the contractor, unless the result indicates negative.
Then the cost of testing and ratesting shall be borne by the Subcontractor.
12.4 Erection tolerances for plumb, true, and level shall be in accordance with BIA Technical Notes No. 11D, Part III, Section 3.02J, as follows:
PART III - EXECUTION 3.02 GENERAL ERECTION REQUIREMENTS 12.4.1 Construction Tolerances:
a.
Maximum variation from plumb in vertical lines and surfaces of columns, walls and arrises:
4 1.
1/4-inch (6.4 mm) in 10 feet (3 m) i 2.
3/8-inch (9.6 aun) in a story height not to exceed 20 feet (6 m) 3.
1/2-inch (12.7 m) in 40 feet (12 m) or more b.
Maximum variation from plumb for external corners, expansion joints, and other conspicuous lines:
1.
1/4-inch (6.4 mm) in any story or 20 feet (6 m) maximum 11
>k t
_y.
_,-.,_-....r-
~, _.
.,,y y._--
,.._.,,.,,..-...-,.,m.
(
Specificaticn 7220-A-13, R v. 3 jfg 2.
1/2-inch (12.7 mm) in 40 feet (12 m) or more c.
Maximum variation from level of 1
grades for exposed lintals, sills, parapets, horizontal grooves, and other conspicuous lines:
~
1.
1/4-inch (6.4 mm) in any bay or 20 feet (6 m) 2.
1/2-inch (12.7 mm) in 40 feet (12 m) or more d.
Maximum variation from plan i
location of related portions of columns, walls, and partitions:
i 1.
1/2-inch (12.7 mm) in any bay or 20 feet (6 m) 2.
3/4-inch (19 mm) in 40 feet (12 m) or more e.
Maximum variation in cross-sectional dimensions of columns and the thicknesses of walls from dimensions shown on
]
drawings:
1.
Minus 1/4-inch (6.4 mm) 2.
Plus 1/2-inch (12.7 mm) 13.0 MEASUREMENT FOR PAYMENT 13.1 The work'will be measur.ed by the amount that has been accomplished satisfactorily in i
accordance with the subcontract documents.
l Where detailed measurement is required to support claim for payment, it shall be as I
follows:
e 13.1.1 Concrete unit masonry including nonload-bearing, heavyweight, and removab3e concrete units will be measured to the nearest square foot of the concrete units installed in place as listed in the schedule of quantities and prices.
e 12 i
g.
Specificaticn 7220-A-13, Rev. 3 i.
f.'.1 13.1.2 Glazed concrete unit masonry wi L1 be measured to the nearest square foot of glazed concrete units installed in place as listed in the schedule of quantities of prices.
13.1.3 No separate measurement for payment will be made for reinforcement, anchors, ties, inserts, other masonry accessories, and installation of frames into concrete masonry.
All costs in connection therewith shall be included in the price for each type of concrete unit masonry to which the work pertains.
e t
4 8
6 g
i i
e 3
0 0
t 13
,. ~,
,-m
REAO 8845TRUCTIONS ON BACK SEFOeE FILLING IN FORM 1
m.- e e
~ -.
smopem's enemo se esamesy smeh ese,
_ may must en eses.
es autheednag el payesme emed esopham am
'gg "
seaLITv VEntitCafteN DeCDeIENTs gg L
2.
1 e.
E E
I.
g 5.
IE II.
it.
gas.mame e
.a -
game W
- pies, bem Buen.
"aemannes Faed Asmarts se,
e..,
w ca noe e a**'a*
w n..
ci am e n===
act e
nw s.
case en-e en-a emens F ass vm to Aedeses le a.e, i
i mia e
11.0 5.1.b x
s 1
e 17.4 5.1.e 1
1 1
e 27.0 12.0 x
m
^
l l
10.2 5.1.a x
{
27.0 5.1.c 1
1 1
e
,,,,s, x
am.,em.
in.em.
en.em.
thosNe l
As e,seasese m =.
a es m.,em.
en.m.
i 1
j is. s w e.
m.
a s w.riem me.
n s e i em me o is. e
- 17. es,e,) nog sism 4.
It ouver Lan/tems., Tse = case me, te. esvw's pari meme t
n s, n )
m enee, e.ns e e me e e e ca.s
,,,,.,,,,,,,w-%
s===
e s,
e rim.
os.
It lassenee a===a'=a a======
0 vis. a==*==a
- . a=====
0 asas meet ism sessene 6mst se % esassunse w e
.e m :
21 tapasung the saaewy Vaisuseos sammenee esteness to tapasenne 3,,,,,
use me fe m neue base soeuume fee seef.msume to to e,,,,,,,
is--e
-=.=ew
==,unas.
ses=e, I4. Mt chest 4e The tone one the seeiny Venfuseos eesummee i
ggggggg gg, gggg gg, s==-.
== en en-ei.e emee-sulegemuhip to es musamme seen sustmL Nt men,ecaenna. e es. =: re-a en=s r w emm an==s an e s.o-.
Joe me. 7220 l
HIDLAND PLANT UNITS 1 & 2 e amie Consmrs Fmr Capapany 7220-A-13 4
an nev nav.
l im eNO4N(IAING AND OUALITY VttlFICATION DOCUMENT BIOUltfMENTS entti 1 w2 3
aseenactiu se ines seau a aernewie esauty Veawicaties seconset rnamannat-aseneeses tus an esty I
Appendix A p
k i
l - - -, -
.,e--,
,-------n-e,
-, -. -. ~,,,
-,n,,-,--,--,-w--,
- ~. --- -
~
/
NWTflWCTICOss POS PetEPAGIIIS 4-att-9
/
i
/
l 4.
PURPest: Tim t e esongspam lema se to and tv *"- es esusede idsmee desmans messed of as messer es mudy omsnmens -,
. ed isis he and tv r
r l
, m a sser m.ar e.es, V.es.us. essasse..hso mem. mag es. ee ss --
i
& SONGRAL 89P00184f100: Esglasmose El and Ossalev vedAmadse fW) enamese me idsmanse by Campmy seate ad este in samme et tusse.
l 8,
188: A esos of me isens of om sess sesA to emusesse by es measur and pended to ese essw'WCammessurg isosomer seng enh es speessWe Smasy Veelinumse Osammans for he mm u - asamm w eem.w.
I 0,
SetAleufles: As Escammme El essmussa me se to est a me Plumn Estuser se me steen shame talem l Cede sL l
mas inesseum schme is===aw to Verthsedes IVI Desomenu se se to esmenaud to the sagunau ettemme esen helse de seusdame uth es degemess ende essendin i
Calumn 7. A espy of es composed Pem 0-336-0 mas ensumossy assh "smesse* sf Vesessaan Ossumsme es em essemesa. Ahu.e espy siesmsesed Pese 8-331-0 h a to hansdud ese es esdame shpasse ud e espy met suusmady se en Pousses Pand Aussey Ceauel tapesar as so 6 sheet Cats a Code b.WIditesdame encumsse Code 8.
i i
\\
I S.
SEP811tfleet OP 79 Aus: Ses she Gessment Cameer, Ostsseus 0-3tt-OlfP Al l
Sesaur - The is e amore amus sad a svasaveses me she imme asse, usador,esamener abessmener, messesser, sa, Aussedusets - ese to lege8v disaused tv osser mesemproduseos er sesswomum ey asessa i
uiussen - alma morsede eessamm,is me nousemane of as prennemune emessensk When est seemed, aggNN and ahmus ble sandud $se spessL I
PMor Apprense Asessed - Osshest enerossi sessmed pner to me of desessee a es desen latsam== iussNeuen,er ester out passa leled - es feet membul af a denomsme la mosedsme sah as shedule muassey speed to by the Ovver and es apeter.
=
(
Plesi - en annemed ese einese es sessismen of sense essmann, or escasoins semani seessed. ese se ato esmead snar es suusuese Auf sevment Drumsgs sehanne a And mass to fue on sesseesseems made from espel ensament. Adusses se the ede teesk, sah duumme mest be serufad and ese Osvariist ses, jet museer,poetas ester 4
member, has. - me er sees amater, sad en ammsuriser's asui emmeerht e
l Casshd - se essed Sagessers and isee of se eseensed and pupsastle empeev*e of es assNur.
11iA - Det spoemsWe - een to and for basamend assus, estemse sad bass Dv Pi met asem sud ter imeended supus tv es assener.
{
P.
ICCaff fL INTRY llISTAUCT1085 8.
SfFPLite ENTRYINTRUCTlens i
is v =
is s.ess. As.us.
is
.e.
w.amassa As.ssed i
Esser Omenwas Cassgery IIemeer.
8 Esser somber of segue of emh eyes of Osshev Venhassen Ossu.
2 tsar Essedsense esseraph 'e8 amuse.
amma tong sotaansd for es smetal tong ssessed. Sgn See i
3 umbe no ensv. Retsses te kind of seems reessed.
esas of Comissmemse em Ise 31.
l 4
$ssur the maatar of sash tamd of espy for *ssesf" or *tser*
12 Sear sumsste a appreensa. Ephen a dimense has essened, samasses of isomeerug Omensmet sessense se esummondsp sud esverftenemur). -
8 tour appressi. _
6, N emdur "Yes* sr "Ne* h h een essman, and lumists the esshonesase desumsmalsl la the 8
tosse de ammber of aan had of espy of Ossher Vanessmen Verliession Ossumsme pustsse.
ensemane seenhed for resume si she nun er -
13, 18,16 Gearinfesaselse e suessed, f
Essw Ossen, votassese genusses dewessen sede tener in h
tear se muutus of asse emused tv es Ossewy Vanessman namesses een sesapaph O abuse.
Ossense teng sammand. Per sash suesumen less me. base b
Behe as emery. Per mesdur use easy, selemed presses a spases asyv el Oss semplead lum and as 9
Osment Isoment se semesmo apen esamma sgo en bee 32, espering Gener vedession Ossement l
IO 3eser tenhas tagmannue seems sensbesman. Seys en ims 21 If,50,18 Esser lessmuseum a messed.
11 annut ett es sanoesse esortes, Sips we has 34.
N tame tesamesome namenstel seassete to se emisest name e la pass sumeres e aussepus.
Insed, as estui as., test es, af maler campassue, mese semi es, er seer unique dangener J
II, SGCUtitAT CAftSORY IIUNGEA8: Engmenrug (t) and essesy Wereesesse IV) Dessment fleestemene a amenf la Caisen I,and dufted b 8,tt14UP A Demamest Camput j
omessamm Per essnes, as esmassena pseysphisi rednesed in Celsen L i
I lA DAAdnetsit) 134 Typedagsomulumf 33 ' RT = RAtt00AAPIstC IRAlleNAfl0A
)
1.1 Summe Samamiens,Isruisse sud Fesma llA WattRIAL OGStasPflen (t)
Pe0CESUSGS m, Amt VtmPtCAften i
desenAlsemake Saues Ita WELatt0 PRect00008 Afl0 SUAUPk gygggg gyy M Amush8v opushes CAfl0NS 181, ANS VEtertCAfl001 M.
IIA 57 = 184011 ETIC PAS?tCLE $NAllelle.
l U OW Dued W q ngg M T90I1 PROCEDURES NI, A40 VI Al?ICA.
l.4 Whug gespues IBA wate Ace CouTROL PRettBuess it),
Tees AEPORTS(V) l 2
la CasselLegis Supens ANS VS A0P0C47004 Aff0AT5 M 3BA PT = Ls0Use Pest?AAnf tRAasenA.
la PSles 94A MPela PASC80Utst 189. ANO IBAJOR 9:0N PROCEDURES El, Aaps yggettCA.
I>
i 2A PAAft LET Afee C087188 atPAIA V6Ref eCAfl04 REPOSTS (V) gygg ggpggg gyg SA CeuPLiftO Ottetitt DATA SNttT5 ft1 MA CLEA8N#8 A40 COAfte6 P90Ct00048 ISA 80,0.Y.CUAAts,?,,SR,Au.se,Atle,e P,ROCE.
i u mETRUCTie.ri m m, Amt VimiCAfm MP0GTi m 0
Et, A t,,,A,0,
4.9 Isssemadensammen tea IstAt TAGAftet#f PASCEDUAGS 181, peggg gyg i
44 Sunsmug ANO V6WICAfessi MPSATS fv) 34A PREWWAf TNT = If70RO. A8A, L8AR.
IfA C8Aftrete mAftAsAL PROPEAfY RE-BUtett 88 VACUUesitsf PASC800M
,44 mesesume
+
i 44 ansseress adumano PGAve m SI, Ane WeRefeCAfete AePORTs m l
BA 98806 09183. t#48441Rene AIIS P40 17,9 Wie lCarplud IAnasuf fest hsparel 54 IAOPECTl04 PR0tt000t NI,440 VER.
874 Impast Ten Ben' IPtCAf?SW REPORTS (VI RICAf ten 19tCf 60EIEl RA SUAufY 400UAAdett BANUAUP90CE.
174 PomeOsse EA OST P90C800008 El, PtAPOSSANCE T,ggagpgggg pg 09008 188 ffA IIsandCeufeneof Comemume gag yggep, gag
[
7A 384118C SA7A seperT Sl 974 Itsetsiprogeny Aspara W tummesiTun i
SA Ae4LVts As00 ettess MPGAT Ni stA CON CouPUAntt M NJ Ehusedfase j
SA AttugfoC SATA REPOAf iti SA UT ULTAAegelt geassusettell PAG-gy3 peggggyyg gggy agpget E 4 VI
(
I.ARIPLt$.sd 0.d.sv V.dee.s. -
P.00U.G88 Et, AIIS VGA0PICAfl0E St.
ill 8
33 ggypggg gggypggg yggpagggggg pgg.
, ISA I T,s A
i
,,0,, E, Appendia A i
sheet 2 of 2
00CuteENT CATEGORY DEFINITIONS IE). Engenserme Documente. The temi compnese procedures, eowmos, spececemons. OA peans, poeotype/oushhcemon test procesures, reports sed other emuner documents that reewre Bechoes gemummon to receed enor to teenceton, or anor to use of the document si the deogn, teamceton, j
hiessannon, or omer worti process unises omerwies inecated The term is also spated to once mean, and ineeuceanel documenes for handhng, storego mensenance, etc., met are of infonnemensi enterest ene to pregest engmeenne r
r l
(V) Oushey Venacemon Documense The term compness metonal test reporte, heet essenent charts, wetens records, NDE results. performance test reports, etc., wfuch demonseets or certWy censonnance to Wie techmeel er inspecten reguremente of me procurement documents 1.0 DRAWINGS (El 1.1 Ousmo Duneneene. Sereces and Foundamen/toounang Desses. Drewege provieng estomal envelope, anchseng hage, conter kne(s),
escoban and see for esecetoni cesse, oonest, and, and omer service connectone, somemco, and desens reented to foundemone and mounemg*
1.2 Assemeer Drewege. Deemend eenenes heeseng aufement infonneson to Incesses ensemesy of me component perm of an oosoment
)
)
I 1.3 Shop Does Drewege. Dreweige when movede eusessent deems to secaeses ine teenceman or manusectwo or me eawoment nom. The in.
chsden but is not immend to, speel eewegs, heat emohenger ensemel desens, misemel some end womo, orees-secten doesse end ar-j cowiectural dotado.
j 1.4 Winne Dayems. Drewenge wNeh show See schemens weeig and connoceen infennesen Ier eleseessileses.
t.6 Control Logsc Diagrams
- Drewegs wNeh show gio game whoh input septeis must somew to escompeen the rogured reasoness I
i i
1.8 PolDe a rNag and bioeumenessen Denyame whoh show pepmg eyeesm detets med the beme eenesi esaments i
V r) PAf4TS LIST AND COST (E). Emptoded vesar wipi identined parts and recommended opero parts for one year's operemon wem urut cost.
t
[
.10 COM*tETED BECHTEL DATA SHEETS (E). Informoson provided by a suppear en does choses funmehed by escheel whch states senal l
nunters operates rences, etc. of eguement met the suppher intends to sleever to essefy the specacemen roomromonte 4 0 INSTRUCTIONS (E) 41 Erechen/InsenAnton. Deended wneeen procedures, instruccons, and eewings regared to erect or meses mesense or equement.
i 42 Opereeing. Dotaded wreseen inseuceans descrew's how an leem or eyetem should be opereced 43 Mewoonance. Deended wnesen inseuceans required to emessomhee, resseemtite end meineen leome or systems in en opereeng cond-i hon 44 Sne Storage and Haneng. Doessed uniten instruccone wNeh define sie voeusemente and time penod, for hshnrenen, rotehen. heetag bftng or other honens reguremones to prevent demoge or deteneremon dunne storage and hanages et jotene. This includes retum ehoemg ineeuctone.
j 6 0 SCHEDULE S EN00sEERING AND frAS14 CATION / ERECTION (E). Bar chores, enteel pam mOnds, ces., women stronologicep dossi me se y
quence of ackviese.
4 0 CUAUTY ASSURANCE MANUAUPMOCEDURES (E). The documenels) whch doncres(s) me planned mid eyetemenc measures met are us-i i
ed to esaure that structaos, systems, and componenes we meet the roomromerve of the procurement documente F 0 SEISMeC DATA REPORT (E). The enetyensi er test does whsch provedse physioni roecones hformeson en en leem/metense, component or eyetem m rolston to Wie conesons imposed by me easted estems enteres.
8.0 ANALYSIS AND DESIGN REPORT (El. The snelysesi emes,(etees, elocesosileseng, thad dynsnice, etc.l. whoh ensures that en nom estehus epecshed reguremones s O ACOUSTIC DATA REPORT (E). The nome, sound and emer weremon deem required by specacemon whch is in Wie eueble range and emove the 1
esems frequency, i
I to O SAMPLES (El l
10.1 A repreeeneseve dets peehage wNeh we be augmweed for the Nome purchemed as regsred h me apostoseen 10.2 A representeeve esemple of Wie mesend to be used.
11.0 MATERIAL DESCRIPTION (E) The toenniesi efeem desenbing a melonel whch a suppear progenee to use for a specahe order. 7tue usuefy es-phee to schlechared leems, e.g, metal geng, deciung, steere, pames, oseente 12.0 WELDING PROCEDURES AND OUAUFICATIONS (E), AND VERIFIC ATION REPORTS (V). The weteng precedures, a==** and supper-eng custAcesen records reedred 8er wedens, hard poems, eveney, bremne mid semenne. A venheaton report of weses ponennes missueng me IdeneAcamen es me onesed womestes, and me peeedwetel used, and eartheenen met me wander (s) were onesed Appendix A Supplement a
[
osasesup A Sheet 1 of 2
,-..--n,
-,.-e--- -. - -,. - -
,-------,-.-n.--~n~
, ~ - - - -,., - - - -
-v.-~-~~.
l I
13.0 MATEfeAL CG87ROL PMCEDUIES (E). The proosease ter centeans insuonoe, haneig, storego, and teosebssy CD mesenal such as weed red.
14.0 REPAIR PROCEDURES (E), AND MAJOR REPAsR VEfeFCAT10N REPORTS M The proceshaos for coneaang mesonal removal and resisco-ment by weteng, trasmo, sec., sweeseuent mermal temenente md Anal acceptance cepecton Venhcanon reporte may melude weed reper teostens (niepel, metonal teet reports for fleer meted, pe and poet. weld heat wesenent recores. NDE recortle, etc. The resoluton of wriemer a posser le mager er not le a Sechtel reopenseesy l
18.0 CLEANDeG AND COAfesG MIOCEDUMS (E), AND VEfeFCATION MPORTS M The procedures for removal of ert, yeese or other sur.
Moo con =nenshon and inc: wee v--m of potectue cashnge venacaton reporte menade cerwcomon as==ud eaarienston for surMc.
preparaton eurtece poNo, masonels, etc., humubly does, esmperature does and contn0 Wectinees dele as requt*d by me procurement documente l
14.0 MEAT TREATWENT PROCEDURES (E). AND VERIFCATION REPORTS (V) The pecedures for conensing lengperehare, amo at tomreture as a functon of thicknees, fumace menoephere. cochng rete and method, etc. VenAceton reporte normany include fumece charts or eeniter records w8mch idently and certWy the seem(s) Ireeted, me procedure uesd, fumece eencephere, amo at temperstare, cochng rees, etc. Venhce.
ten does may be n eseher norrekve or esbuter form.
17.0 CERTIFIED MATERIAL PROPERTY REPORTS M 17,1 MTR (Certhed Masonal Test Reportsi. These reporte hclude as chemcal physical. mechanical and electrtcol property test dets re-eared by the metenal specsheeton and app 6 cable cases. Ttwo is -wam to cement, concrete, moense, cetite jactet mesenses, remer, retar spaces, etc. The certhed MTR thed inchado a someomont of conformance West me metend moote me spotsheeson regarements.
1 T 2 anpoot Test Does. Resulle of as Charpy or drop weight toele incluene epocimen eeneguremon, test temperatao and fracture date.
j 1 F.3 Femte Date Report of the femte percentage for saaednes steel masenale used, halume casange a wetene feler moede as deposted.
t 17.4 hestenaf Certheate of Camphence. Wennoseon specument which cerense conformanoe to me fossiremente of me appemente matartel 1
=Pdaahn 17.6 Elecmcel Property Reporte. Report of electteel charactortence, e g., stolectic, kneedence, resistance. Items teet, corone, etc.
it O CODE COMPUANCE M. Venfrno documents (such as enen Forms U 1. N-2, State, etc.), which are prepared by the manufacturer or incesser and certihed by the AuthorLed Caste Diepeator 19.0 UT. ULTRA 80NC EXAMINATION PROCEDURES (E). AND VEMCATION MPORTS M. Method of detecton and easynmoton reeules of l
presence and certen charactenstes of esconsnuseos and inakseione in masonais by me use of fogh troeuency acouenc energy.
20.0 RT. RADIOGRAPHC EX AMpfAT10N PROCEDURES (E), ANO VERIFICATION REPORTS (V). Method of decocton and enemenston results of presence and certem characionetco of esconsnuites ed eclusions in mesensis by a ray or gemmevey onpoewe of photographe nom.
J 210 MT. MAGNETIC PARTICLE EXAMINATION PROCEDURES (E), AND VEMCATION REPORTS M Method of detecton and esammaton roeuses of surtece for near surfaces escontnutes a meeneec metenaM by estorton of an asphed meeneec heed.
22.0 PT UOUID PENETRANT EXAMINATION PROCEDURES (E), ANO VERIFICATOON REPORTS M. Method of doesceon and enemmenon of sur, 1
ince checontnu tes in motettale by app 6 canon of a penetreams houid in conluncuen vneh suienhoe development techmques 23.0 E00Y CURRENT EXAMINATION PROCEDURES (E), ANO VerMICATION REPORTS M. Method Ier doescuen and enemmenon recules of escongnueos in melenal by escorton of an ansted elecWommen.ac need j
24.0 PRESSURE TEST. HYDRO, AIR. LEAM, Bue0LE OR VACUUM TEST PROCEDURE (E), AND VERIFICATION REPORTS M. Method for evesualms the eeuctural and mechancel adessacy or meegnty by especeton of WWierental peesures, and report of me test roeules.
24.0 pe0PECTION PROCEDURE (E), AND VERWrICATION MPORTS M. Orgemrod process fotowed ter the purpose of 1_._ _, that speceed reesirements (emenesons proportes, portermece results, etc.) tre mot. Documented finenge reeulene from en inspecten are moksdoe in the tenAceton report i
26 0 PERFORMANCE TEST PROCEDURES (E), ANO VERIFICATION REPORTS M. Teste performed to domenstrate that Ibnceonel design and l
eserehenal parametere are met by each dem Produced and the report of the teet resuMs. Test resuma portormed as venheaton of comphanee to esalincehon feeswomenes chas be autmined as enensonng teocumente 28.1 Mechemcal Test, e g., pump surves, valve strehne, lead, temperature time, eastwesen, environmental, etc.
26.2 Eimettcal Teete, e s, lead, snpudes, evertead, eenanumy, volesse, tempershas rees, esseresen, naturemen, lees, etc, 27.0 PROTOTYPE /QUAUFICATION TEST PROCEDURES AND TEST REPORTS (E). Report of a teet which le performed on a standard or fysical esemple of oguement, mesoned or nom, and is not tegured for each dem produced in erseas to subetentate the aaaaf**y of equelitems. The,
d nennefy inchsdes toets whch sney, er coued be espected to, result in damage to me item (s) tested.
28 0 PERSONNEL OUAUFICATION PROCEDURES (E). Proceshaee for esabryeng woeders, hopectore and other spoeisi process pereennel j
29 0 SUPPUER SHIPPING PMPARAT10N PROCEDUM (E). The prece&re used by a sweser to pepero Anished motortete er equipment for emp.
ment from he feedily to me jobeite.
30.0 (OPENl j
31.0 (OPEN) at0 (OPENI 33.0 (OPENl Appenulix A 34 0 (OPENI Supplement A Sheet 2 of 2 att1MUP A AAG4302N h
_.,.__wmc..
r
.w+.--.
..,_,,,..-_,--m,.,,,c-_,
,.r-
-