ML20090L798
| ML20090L798 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 06/13/1979 |
| From: | BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML17198A223 | List:
|
| References | |
| CON-BOX-04, CON-BOX-4, FOIA-84-96 7220-A-14(Q), NUDOCS 8405260068 | |
| Download: ML20090L798 (21) | |
Text
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TECHNICAL SPECIFICATION FOR
- i FIELD PURCHASE AND INSTALLATION OF CONCRETE UNIT MASONRY Ig yf FOR THE e
l'e CONSUMERS POWER COMPANY l
MIDLAND PLANT, UNITS 1 AND 2
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MIDLAND PLANT UNITS 1 AND 2 hgg5lg 68 840517 7220-A-14 (Q).
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RICE 84-96 pay
LA ST LATEST LATEST
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A ST SHEET SHEET SHEET SHEET SHEET SHEET SHEET REV.
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Appendixes A
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Md'T014M Di 3
0/ShS Incorporated SCN 9001 g
Ancorporarea.wa oovi Md 'MM 2
7 o, and Minor Revisions 1
0 78 Issued for Field Use JC ETMdhg 2
0 70-71 I f N i b
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'2 NO.
DATE REVISIONS SY CH K'D APP"D Nd.
DATE REVISIONS SY CHK'D APP FACING SHEET JOB No. 7220 MIDLAND PLANT UNITS 1 & 2 R ev. '
CONCRETE UNIT MASONRY 7220-A-14(Q)
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5 sheet ii o
. Spacificction 7220-A-14 (Q), Rav 0 TECIINICAL SPECIFICATION FOR FIELD PURCHASE AND INSTALLATION OF
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CONCRETE UNIT MASONRY CONTENTS 1
1.0 WORK INCLUDED 1
2.0 RELATED WORK NOT INCLUDED 2
3.0 STANDARDS AND CODES 14. 0 QUALITY ASSURANCE 3
3.0 SUBMITTALS 3
6.0 TYPES OF WALLS 3 )
7.0 MATERIALS 5
8.0 MATERIAL HANDLING AND STORAGE 6
9.0 INSTALLATION 10.0 PROTECTION 9
10 11.0 POINTING AND CLEANING 10 12.O INSPECTION AND TESTS APPENDICES i
A Engineering and Quality Verification Document I
Requirements, Form G-321-D 1
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111 v
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t Specification 7220-A-14 (Q), R@v 0 TECHNICAL SPECIFICATION FOR FIELD PURCHASE AND INSTALLATION OF I
CONCRETE UNIT MASONRY 1.0 WORK INCLUDED 1.1 The work includes but is not limited to the following:
a.
Purchasing and installing concrete masonry units, glazed concrete masonry units, wall ties, mortar, grout, and concrete in cavity walls, b.
Purchasing and installing reinforcement, anchors, inserts, and other masonry acces-sories.
c.
Constructing around presee pipes, ducts and metal frames for openings in concrete unit masenry, including setting anchors, sleeves and inserts.
d.
Prepare concrete surfaces to receive masonry.
2.0 RELATED WORK NOT INCLUDED 2.1 The following items of related work are not included:
a.
Brick masonry b.
Concrete foundations c.
Foundation dowels cast in concrete, welded dowels and welded anchors and anchor slots embedded in concrete i
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ipacification 7220-A-14 (Q)', Rev 0 S
3.0 STANDARDS *AND CODES i
3.1 The following. standards are incorporated as a f
part of this S[ecification 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 Reindcrcement C 90 Hollow ~ Load-Bearing Concrete Masonry Units C 140 Method for Sampling and Testing Ccncrete 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 Duilding Code Requirements fcr 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 ma be used as alternate to USC test. y 4.0 OUALITY ASSURANCE 4.1 Quality Assurance requirements are for installa-i tion, inspection and testing in accordance with L,
' Sections 9.0 and 12.0 of this specification for concrete block walls inaicated in the architectural
' drawings as "Q" listed walls.
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Spscification 7220-A-14 (Q) Rav 2 5.0 SUBMITTALS 5.1 Contractor shall maintain the following records in accordance with Form G-321-D:
a.
Samples of each type of unit
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b.
Mortar and grout mix 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 mix designs conform to this Specification and that concrete mascary units conform to the requirements in 7.1 below e.
Certificate of compliance from the manu-facturer verifying that materials called out jdhi 1
in Sections 7.5 through 7.10 comply with requirements as stated in same sections 6.0 TYPES OF 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 reinforcing.
Voids and spaces between wythes shall be grouted solid.
Units and grout shall be heavy weight.
7.0 MATERIALS i
i 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 0.05 percent, and with j
a normal weight classification of 130 pounds per l
cubic foot min. density.
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, Type I or Type II portland cement with masonry cement (no lime or lime putty).
Mortar for glazed units shall be integrally colored as approved and shall be sealed as specified in 9.4.2.
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Specification 7220-A-14 (Q), Rsv' O Grout shall conform to ASTM C 476, the minimum 7.3-compressive strength shall be 2500 pounds per square inch at 28 days, unless otherwise Cement shall be Type I or Type II Portland l
shown.
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 dimension is less than 2-1/2 f
Grout shall have a 6-1/2-inch minimum 1
inches.
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.
As an alternate to dovetail anchors and slots, 7.5 the following may be used:
Block anchors, No. 186 manufactured by "Heckmann Building Products," secured to concrete walls with Type DN-27P8 pins manufactured by "Hilti Corporation" 9 16" O.C. vertical spacing.
Similar products by Hohman & Barnard, Inc., may be used.
Calking and joint filler shall be in accordance 7.6 with the latest revised issue of Specification 7220-A-35 and as shown.
7.7 Glazed concrete masonry units shall conform to 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 Hanley Color will be selected from manu-company.
facturer's standard range. and as noted in the Finish Schedule.
7.8 Wall ties and masonry accessories 'shall be zinc coated in accordance with ASTM A 525 designation G-90, as manufactured by Hohmann 5 i
Barnard, Inc., Dur-O-Wall Products, or AA Wire Products Company.
i Joint reinforcing may be 49 gage ladder type.
Wire shall not be galvanized after fabrication.
Joint reinforcement is not required and shall not be used in bond beams.
Control joint gaskets shall be "Dur-O-Wall
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7.9 Rapid," Hohman & Barnard wide flange control joints, or paper joints sized as shown on l
design drawings.
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4 Specification 7220-A-14 (Q), Rcv' 3 7.10 Deformed anchor bars shall be "Helson Stud Welding Company" as shown on drawings.
8.0 MATERIAL HANDLING AND STORAGE 8.1 Concrete masonry units and cement shall be handled without damage, stored in dry areas for protection from weather, moisture, stain, and other physical damage, until installation.
Storage space shall be provided by 3
Contractor.
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Spncification 7220-A-1402)l Rev 0 8.2
' Glazed concrete masonry units shall be protected against weather, moisture, stain, discoloration and other physical damage of the glazed face.
Metnod of protection shall be in accordance with the glazed units manuf acturer's printed instructions.
9.0 INSTALLATION 9.1 Masonry Units 9.1.1 Units shall be scund, dry, clean and free from cracks when placed.
Units shall be laid plumb, 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 be embedded in masonry shall be built-in as the masonry work progresses.
Spaces in metal door frames and around 4
built-in items shall be solidly filled with mortar.
Vertical cells to be reinforced shall have vertical alignment sufficient to maintain complete grout cover around bars.
q 9.1.2 The top surface of concrete to receive masonry shall be clean, shall have laitance removed, roughened, and shall be level, aligned within one inch tolerance before installation is begun.
i 9.1.3. Unless otherwise shown, walls shall be laid up straight uniform courses with i
regular running bond.
Bond beam units shall be used where shown.
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9.1.4 When it is necessary to stop off a lon,gitudinal run of masonry, it shall Hbe done by racking.back one-half unit length in each course.
Toothing is not permitted without contractors approval, i
Toothing of interior, solidly grouted walls is allowed.
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Spscification 7220-A-14'Q)., Pav 0 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 bcnd 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:
8 inches thick wall - 10% of the dowels a.
may be less than the nominal dimension '.
from the face.
I b.
12 inches thick wall with two 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.
Wall greater than 12 inches thick -
c.
10% of each layer of dowels may be i
i further from the face than the i
nominal dimension and 100% of each layer may be less.
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, an d.
Minimum clear dimension for a, b, and c above shall not be less than 1 inch.
Dowels location dimension shall be e.
measured at floor level.
9.2.2 Where existing dowels are not in alignment with cells of masonry units, the dowels may be removed, r.ew dowels of sbailar size and length may be installed in alignment by drilling L-concrete and grouting the dowels with
" flowable nonshrink grout in concrete as noted in drawings.
Where existing floor i
dowels are placed so there is interference with the block, ends and/or webs of block i
may be cut to allow required grout coverage.
Face shell may be chipped to allow required grout coverage.
Required grout coverage
._ shall be 1 inch minimum clear.
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, Spacification 7220-A-14 (Q), nsv 2 i
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t 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 substances.
After placing, the l
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.
Horizontal rein-forcement at corners and intersections of walls shall be placed with sufficient clearance to allow full grout fill of cells.
9.2.5 Placement of wall ties and accessories shall be in accordance with the manufacturer's published specifications and as shown.
9.3 Grout Fill 9.3.1 Mortar fins which project more than 3/8" ic.
from the fin edge of the face shell into the grouted space shall be removed.
Mortar droppings in cell spaces which are to be gr' outed shall be rodded while wet to remove air pockets and bridging.
Mortar which could -
form air pockets and/or bridging which has been allowed to dry without rodding shall be removed.
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.
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 1
inches below the top of the last course
-l and the surface of the fill shall be left rough.
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Spscification 72f0-A-14 (Q), nav - 2
.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 be used in lieu of concrete for spaces between wythes and shall be batched as specified in Specification 7220-A-14 (Q),
Section 7.3.
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9.4 Joints 9.4.1 Mortar joints for regular concrete masonry units, shall be solidly filled, straight, and uniform in thickness and appearance.
Joints shall be e
7, 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 architectural drawings.
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
,i 1/4 inch and then sealed with integrally colored epoxy grout as American-Orlean No. AAR-ll 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 2 feet on each side of wall, and shall be secured against displacement by wind or other agent.
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.
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Specification 7220-A-14 (OTi, Pev 2 11.0 POTNTING AND CLEANING 11.1 During the progress of wor):, walls which are to be left exposed shall be kept clean.
Mortar smears shall be allowed to dry for a short period and then shall be promptly removed by trowel, stiff brush, or both.
Care shall be taken to avoid damage to the mortar joint when brushing.
Mortar burrs shall be promptly removed.
11.2 Upon completion and before acceptance, holes in joints of exposed masonry surfaces shall be cut out and pointed with mortar and tooled to match adjacent joints.
11.3 Mortar and grout stains on the face of concrete masonry units shall be removed by brushing with a stiff-fiber brush and washing with a 10 percent maxirum muriatic 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.
11.4 Glazed units shall be cleaned with a solution 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.
12.0 INSPECTION AND TESTS 12.1 Samplingandtestingconcrebemasonry3 nits
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shall be in accordance with ASTM C140.
Testing of grout, mortar, and masonry units shall be performed in accordance with the latest revised issue of Specification 7220-C-208, and ASTM C-90,.as noted in Section 7.1 of this A
specification _(7220-A-14 (Q).
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12.2 Contractor shall provide the following inspec-i
. tion and tests.
12.2.1 Contractor shall examine laying and gro6 ting masonry work, including verification of the following.
a.
Concrete surfaces are roughened and otherwise prepared to receive masonry work.
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=w hwa-i Spacification 7220-A-14 (OV. Rav 0 b.
Proper types and grades of units are used for the respective locations.
c.
Reinforcement is securely installed in accordance with this specification.
l d.
Mortar, grcut 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 24-22, except that.
physical requirements shall be as specified herei:
At least one test sample of the mortar and grout shall be taken every third successive working day beginning with the first day of masonry work.
Additional test samples shall be taken whenever any change in the materials or job condition l
- occurs, wherever such tests are necessary to de-l termine the quality of the material.
Onsite laboratory curing tanks may be used in lieu of fo, room specified in UBC Standard 24-22. ASTM-C-780
~ mortar test may be used as alternate to UBC test.
I 12.2.3 sampling, testing,'End inspection of concrete in acccrdance with ACI 318 requirements.
J 12.3 The cost of testing, noted in 12.1, 12.2.2, j
and 12.2.3, will be borne by contractor.
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12.4 Erection tolerances for plumb, true', and level shall be in accordance with BIA Technical i
Notes No. llD, Part III, Section 3.02J, as i
follows:
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Sp;cification 7220-A-ln(.;L, Rav 0 PART III - EXECUTION 3.02 GENERAL ERECTION REQUIREMENTS J.
Construction Tolerances:
1.
Maximum variation from plumb in vertical lines and surfaces of columns, walls and arrises:
a.
1/4 inch (6.4 mm) in 10 feet (3 m) b.
3/8 inch (9.6 mm) in a story height not to exceed 20 feet (6 m) c.' 1/2 inch (12.7 m) in 48 feet (12 m) or more 2.
Maximum variation from plumb for external corners, expansion joints, and other conspicuous lines:
4 a.
1/4 inch (6.4 mm) in any story or 20 feet (6 m) maximum b.
1/2 inch (12.7 nat) in 40 feet (12 m) or more l
3.
Maximum variation from level of grades for exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines:
a.
1/4 inch (6.4 mm) in any bay or 20 feet (6 m) b.
1/2 inch (12.7,mm) in 40 feet (12 m) or more 4.
Maximum variation from plan'1'bation of related o
portions of columns, walls, and partitions:
1 l
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1/2 inch (12.7 mm) in any bay or 20 feet (6 m)
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b.
3/4 inch (19 mm) in 40 feet (12 m) or more i
5.
Maximum variation in cross-sectional dimensions of columns and thicknesses of walls from dimensions j
shown on drawings:
a.
Minus 1/4 inch (6.4 nat) b.
Plus 1/2 inch ( 12.7 mm) 12
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l INSTRUCTIONS POR PREPARING G-321-0 l
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when inspession miman h searmed. es vwirnerie. fv Ow.means em a he escribeied to te messaise addreams e base. In asservaase.ishibe4;siributionsede easifiedin Column F. A sepy of she sempimed Feen G-328-0 muss assemeesy assA *bashage" of verifessen Desamus se le desemenen. Ahe.s copy of compiend Fene C-321-0 is is he Ineluded with the heednere shement sad e sepy seat aspersedy se the Pregsst Field Ossiity Ceaeral Engiaser et to jebeise.
Code as Code b.VRe hardmem shoment Code L Sochtel Associates ProffossionalCorp.
Sochtel Pouver Corp.
Sechtel Poever Corp.
P.O.Som 1000 3500 E. Miller Road P. O. Bos 2167 Ann Arbor,Michigen 48106 Midland,Michigesi 40640 Midtend, Michigan 48640 i
Atta: Project Engineer. Job 7220 Atta: Ouelity Control Erit neer L DEFINITIONS OF TERMS: ISee aise Oesument Caesgery Os8imensas 8-321-SUP Al i
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ussefinen - 35mm ausrefilm sentese.ag te me reevnemone of the presurement desumenet when not essired,neolier shall submit his sesaderd for appseau.
Psier Appregui lloosired - Beshtsi appreesi required psies se ese of desumene le the desige, fabriseasee,instaEeeise, er other Werk procesk Initial-to fwee subminal of a desument in asserdamse snah the shenvis mutusey agreed to by the guyer and the supplier.
Pimmt = te subminal thee seRuse the reessution of reviso commene, er she samplete subminal required. Beth are se be escepted prier se rendenas final perment. Dromiass m. ban tied a Ansl must be fue eine reprodusibias made from original desument. Adiassas to the title blesk.esh droming must be sortified sad show Svyer's job tips.leb aumber.pesches order number. line. eeu;pment, tag er use number, and one meauranner's serisi numbertal.
Cneired - ehe deed S.,ase a. and Tiiie of na see iaed ad reveamble empievn of me nerier.
IIIA - Not appesable - can be used for ind idual easties,solunas and liasi by Preisst engineering.and for indsvidual enerles by the soplier.
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SECHTEL ENTRY thSTRUCTIONS 8.
SUPPLIER ENTRYlisSTRUCT10808 Eewy be, sneennation Requised Emmy No.
enfermene. Required 1
Esser casamese Caspery Number.
s Enese member of page el esh type el Oueusy Verdigstien Deso.
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Emsse Spetirmaeien paragraen efe.enset menis being =bsined ler one esiiW bo g resemed. Sign Swis.
meat el teatermaase enIsas 21.
3 asehe ne entry. Rsee.as se 6:nd of se,es rags' red.
4 Esser she member of cash kind of sapy for *imieief" or *fissf*
$2 Esser remarks as oppropeises. When a devietion has secuned, subminals of Eag asunne Ossumeast soferense the desistieaW ead Buyer /Centreter's seeeeiseene 5
Eaeor appresel regu.sement by X onder "Yse er "No" columeL la mis colume, and include she autnerisei en desumemew in se i
8 Esser as numaber of east ked of espy of Geshay Versfisemen Verifisation Des most Paskage.
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Esser Quakey Venrsation Document dennbemen sede tener in
'13.14.18 Enter intennsties a required.
Desamene required for mieses el the isse er inseseasies, 98 Ener the numbus of uma seassed by the Oueliev Verirseelee essesdance wish peregraph 0 above.
Desumene heirg as beined. For sash requisinen esem me,being 3
IBobe no easy. For esppi.or se enty.
saleamd provide e esperses sepy of this semplesed fens and to s, esshet ineesier w sempism upon rehen. Sise en lies 22.
mensaing Omah'y vwirseeien Ossumene.
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II. II.19 Esserinferumeien a mouifed.
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lt Bashtel OCE to tempsets shesh4m. Sign se line M.
I'mm8.84 8m'i'l Re host an. el maior sempeneet,emble sesi me, SE Emese aemarks e appsopnses.
er seer unious desiganer.
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00CUMENT CATEGORY NuesgERS: Engesering lEl and Ouehty Verilisseion (V) Desumses llegumemene a sessed la Colume I, and dsRaad in 84214WP A Desument Catsgery OsR.i.e.6 F. d ede, su see 6r.
- e.,sres,u,hW mesamed in Ceinen 2.
1A DRAWIN08 tt) 102 Typiedustwieluned 3A ef - RA040GRAPNIC EXAMINAT10lt 1.1 Oueline Dimessimas. Sereises and Poem.
. ISA RfATERIAL DESCRIPfl04 tEl PROCEDURES (El. Asse VERIFICATl0ll densWMeuseh Oetale 33A wtLOeNG PROCEDURES ANO OUALIFl-REPORTS (V)
CAft0lIS 181. ANO VERIFICATION RE' IIA IIT - baAGNETIC PARTICLE EXAMINA.
12 Assebey Orsennes 12 Shen Dema Osunage PollTS M TION PROCEDURES (E), ANO VERIFICA.
1A Winas Gegeums SSA WELO 900 CONTROL PROCEDURES lEl.
TION REPORTS M la Coneellegisgugmas ANO VERIFICATION REPORTS M IEA PT = LIOUl0 PENETRANT EXAMINA.
lA P &10s idA REPAlR Pfl0CEDURES (El. ANO IBAJOR T1011 PROCEDURES N), ANO VERIFICA.
REPAIR VE ReFICATION REPORTS tVI fl0N REPORTS M j
3A Cel8PLETED DECNTEL DATA SNEETS lEl tSA CLEANING AND COATING PROCEDURES ISJ EC0Y CURRENT EXAlslNATION Pfl0CE.
45 INSTRUCTION $ tti (El. ANO VE RIFICATION REPORTS M DURES (E), Ale 0 VERIFICATION 88 i
4.1 ErastiedlasmReelen ISA IIIAT TREATutNT PROCEOUllES IEl.
PORTSIVI 42 Opssamme ANO VERIFICATION REPORTS M 38A PRESSURE TEST - NYORO. AIR. LEAK.
4J IImmensass 17A CERTIFIED MATERIAL PROPERTY RE*
SeteLE OR VACUUne TEST PROCEOURE 4.4 Sim Sumenad No.dhag Pm3M gg anO ysei,, CATION REPORTS M LA SCNEOULES: ENGINEERHIS ANS FAG.
17.1 887R ICersfied lieswisi Test Repasal BA NsSPEtitels PROCEDURE (El. AIIO VER.
ASCAftesetERECT108effl ITJ Impest Tese Dee IFICAT10N REPORTS (VI L3 OUALITY ASSURANCE IBANUAUPROCE.
ITJ Fenin gen 383 PERFORMA8stE TEST PROCEDURES IEl.
OURES El 17A blecerist CeniResamef temphenne ANO VERIFICATI0ss REPORTS lVI TA SEISaNC DATA rep 0RT WI 1T.5 Einswisalpsopony llepose 33,3 eleshensst1sen de SA AllALYSIS ANO OES8688 REPORT WB 10 3 CODE COnePLIANCE M M.2 Elsewissf Tese 4l j
OA ACOUSTlC OATA REPORT W3 13 3 UT - ULTRAS 0es:C ERAaseNAfs0N PRO-FIA PROTOTYPE TEST REPORT tE S VI 8
18A SAasPLES El CEDWRES El. ANO VEReflCATI0ss itE.
gg gypFUER SIIIPPINC PREPARAT10N PRO.
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Specification 7220 C-2.oS new. o j
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APPENDIX.8 0
QUALITY ASSURANCE REQUIREMENTS FOR Q-LISTED ITDiS AND WORK 1.0 Subcontractor shall establish and maintain an effective quality assurance program which will meet the applicable requirements of Specification G-23 to ensure that all materials and workmanship furnished hereunder for Class I structures conform to the sp'ecifications.
2.0 Contractor shall have free access to all work and shall have the authority to stop work or reject shipment if.the specification requirements, including those for documentation, have not been fulfilled.
/
3'. 0 Subcontractor shall furnish documentation in accordance with the qpecifications as summarized and directed by Form G-321-D.
To complete Forr. G-321-D, Subcontractor shall check in column 8 c
which documents are being transmitted, and shall sign line 21.
Subcontractor shall fill in lines 13 through 20 as applicable.
Entries such as N/A or NA (not applicable) and "see attached sheets" are permissible. Form G321-D completed is then used for a cover sheet as directed on the back of the form.
h Attachments:
1 1.
Fom G-321-D, Eng4Mm and Quality Verification Document Requirernants.
Dev. 0 4
2.
Specification 7220 G 23, General Requriernants for Supplier Quality Assurance Programs, Rev. 7 3.
Data sheet 1, Quality Assurance Fr,- E?. scents, Rev. O t
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Appsndix P Attachesnt 1 READ INSTRUCTIONS ON SACK BEFORE FILLING IN FORM l
N These requirements for Engineering and Ci.'elity Venfication Documente are to be fulfined in accordance with l
the schedule set forth below. Suppher's fedusa to comply with these requerements rney result in order concellation or withholding of payment urtt.'l sur.phence is esta8-hshed.
Et!GINEERING OUAUTY VERiflCATION DOCUMENTS DCCt 'MJNTS 7.-
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MIDLAND PLANT UNITS 1 AND,2 I,.
C-208 osas e
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READ INSTRUCTION 3 ON KACK CEFORE FILLING IN FORM These requirements for Enqpneering and Quehty Verific teon Documents ers is be fulfilied in accordancs with 1
the schedule set forth below. Suppieer's failurs is comply with these requirements mIy r:sult in order conconstion or withholding tf payment until comphenc3 is esteboished.
E EE QUALITY VERIFICATION DOCUMENTS E
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4 78 SeseMe a we teetify that the basee.et ene eemared Coaformance secuenents meet the eeeseemeaes of the,ecur ag Stese.wsw secumeats scevee in.
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Pee eso-s simemene
,,e. wee p.een no eson e.co e one mee eer sne is iae nee... a.m..wees Oct Af er QCC Checht in Enstribute '*x Procurement Manager, Field Offece Manager. Meterial Supervisor t
l m,,,7220 CONSUMERS POWER COMPANY p o,sPaC saveseen g
HIDLAND PLANT UNITS 1 AND 2 C-208 G 3710
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ENGINEERING AND QUALITY VERIFICATION DOCUMENT REQUIREMENTS s.eait 2 or 3 0
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aie uuuciiv.e v. ve.uam is aur oaino cumui, via.c i.o.e occum.si ra e.suinas atracouct i s sion o tv
Specification 7220-C-208 Appendix P Attachmer.c I Sheet 3 of 3 INSTRUCTIONS FOR PitEPARING O 3210 A
PURPOSE The e e 'nuarpuroceo sore e to smod by suvenconenciar is - a y esmes enwaenes seemwp of Ins mesmer to easely enecdcahm egepemen5b ene W is te awe Dy Fue aester es a coww enmet ter OumWy verdsatwsn Otsuments ashen emmeeng inom to ese GuyerConeiNtor s
GENERAL pdCoednTON Eag*eere9 IEl wis (asamy Verecomen M Deciesenes are esasses by Cesegory swear e<ed tu e escuan M tonew C
utt A eso, or we cent af use sono ense to ce'verev by me emisme ew armasse o se awyer ncereactor e sesocier eene wan we assessee usesy waricanoa Drwamas es *=o wee a prar to fossess of WetaNes D
Deg1RiguTtDH as Ereseenne (El Deceanonis so to be eerd as me Presect Enynear es Pe messas snown tenew acees o' The werecoeur fvl Dec *enes are to es eseeuese to De seasecovo seeeemes eH3en trem a scrareence we Pe emet Amt erse sped: des a Cokrom 7 A capwif me compmod fem 5
esos.4 nuane occareany eacn cucames' ef *er*comen Doswener to es seew emon aseo e copy es conoc*ed f arm O 311-D e to se at:sseed w n the mee a
G 321 8, = en ero,ect Fee same C.es E-..e meo So sse ewan.e oereng enroe.on of.n.n ig,e.ew es
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Caso e Cased wwnmeresereenoment Case c Bechtel Associates Professional Cor?. Bechtel Power Corp.
Bechtel Power Corp.
P.O. Box 1000 3500 Ee Miller Road Pe 0e Box 2167 Ann Arbor, Michigan 48106 Midla'd, Michigan 46640 Midland, Michigan 48640 Attn: Project Engineer, Job 7220 Attn: Quality Control E
der.dfio= oP Tve.S o.e not D,0m Cao,0, omens or32i sue Al Engineer Sneaker e TDes e a genert4 seem er e e eyronyme@ eqEl Se terme ggeer, ggnegr, gereggjer. ausegngggtgy, hmjh, glg noeada. eLA be topney esamesed by eener - _.- JM er sanc9estoec ey recess MerWW4 35mpn sucrWs a coneersing to See reeaementralf We procurement escesnene When nog spacess. enooker ense IndJakt ate slanese 'Aur anpowel Permesen to Proceed Romaad Prer to use el We earlamen't m esee Imbncatan.
. er alrer wars pocees '8e Supr.mer snusi cetar t smien eram Decetese to procesa een such une emnes. se esse ouemples as e encwment m accareence usa goe erseede eiwousey mysed to by me Guyer ete 9e meener Feaf ete sammenal Det #esiscis the reess tree of revow etrwaams er sne conesete aimannelrecured Bom are to se accootee per to eeneereg sensieeysen' Drvoegs s. enuned esteer m st u
u be he enre recroaucess snese hem engan encument Agnecent as to see eseca. esca esong must be cerches mEs $8ew Evyer s got tee, IDD nunter pur**ese esser empreer me eedFWI e*0 or como nuneer one re maculocadree e aanrJ s*4erts)
CarWed a me anled treture are ese of sh efev# Wee tid 18eescreene essettpree of 9te enepher 16 A + 9 doe===~='== can be tseed 67 steumous* *a**e. enksems ets mee by Prosect engneermg. ene for shovehafd entes py 9e sustese F
BECHTEL ENTytv pfST71UCTIONS G
$UPPWR EteT7tY W3pptt:3No, Envy too edermeaan Rosared Eniry ien eve 1 nomen Fee rsQ '
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Enter Document Category Nwnner e
Eres siuaeor cf pooes W esce ever 88 Quar'y derAemm Documents Der) 2 Eneer Speedcahan omegreen reseeences.or es. A as a--
e genoted ter Ine urwetsipsnig roersee Seat Sarnment of Canearmance Ew' 3
Mane no oney Restes to hee of coCuet teedred one 21 4
Enver we nwreer of eacn asie et can, are eensi er "viss sup=*ews of 12 Enter romerta es accromwee when e severen nem ocwwf. ieserewwe me Eyeeenne Documeats sevesenist ario guyer CPesciar s eAnareamrt st p=s casunn ye weluce Envy encrove reeurement tv I W* der ' Vet" er ' no' tchas '
me aumerwesen coc.,mer,iisi et me verticamen Docwamt Pecsage e
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F Enise Chewy versceen Docwasnt aseeutei caso new e ei,serws, een eie suertsned Fw eaceiesir Aspi sean art manno reases*e revee e noosts'e sureymon O esove Guch secum*me'en onWes is eneneereg es re eco, as ens comoweev en= est me supcoreng Omasuy venecaron eres eeese e copy er e=e G 321-0 earm we Dioca 20 comeneese to M ene E,ecum mo nwned we we menense 1f,1s. t e fnot coePmesen es seen ed e
adene no envy For susener see en8y 20 (nese eenede,esen nuneer.sr aceoese tofew wustr twee6pmeense e g eeresi e
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10 Eneer eschees Enynecmg eenew coesnwnen se en ene 23 11 Decnees CCE to conesie casesai Sgn en me 24 t2 Eneer womatta as acorateele DOCUM'ENT CATEGORY NUMBERS Engseereg El mWB Oashty werer. shun (V) Detwegre h --
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20 0 fif RADOC8tAPwse f ue'=NNaftUse PRO entoa Moweng Detmas 10 2 Tytscas tirs*al Usee
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.21 0 887.MAGNETC PARTICLA &EAMetatcas PAO 1J.
Snoo Doest De=iaga 12 0 WELDeeG PROCEDir'If S AFC OU4#1CA'3ONJ CEDUMS IE) ANO VER*CATom REposeT$ m
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76 Cenes tagc Dayems 13 0
'f4LD ROD CONTict. PROCEgustES ten ANrJ GOURE$ sti ANo vWC 4 TON REPORT $ ev, g
,14 P&Cs VEfttCAfoss REPORTS m 23 0 Lucy CURR'WT EneAsenATCN PROCEDURES i
20 PARTS UST AND COST ett t4 0 M P Asse 'eCCE DURE S su AND MAJOR REPAsm al. AND WERW.Alifwe REPORTS tv 30 COMPLETED BECtf'EL DATA SMEETS lE) vtRWC4 fiCm step *ftTS fB 24 0 PmESSURE TEST * *n0PO. AIR LE Ast SUte.E 4C peSTRUCTCNS ite 1S 0 CLE ANe4 ANO C?AT*e3 PROCEDU ES El OR vacut*J tIST MOCEDWE st. A%D 9
et Erecten etsiemeten ANO VE8WeC ATnDes AEPC*tTS m wEstvC AftOss Mf ORTH m 42 Opereiert.
14 0 teEAT TV'd4Tia!NT 9elocE0i/P.E3 IE.s. AtO 29 0 si3PECTiOss P90CTDURE tts ANO vEmistC A 43 Maneenspee vtRsFCArche 3ttPORTit fon TsDet stPORTS m 44 Sde Saarece ares Menelate 17 0 CERTIFito untEing PROPERTV REPORTS tv) to O PEMrceie4ANCE TEST PROCEDURES tEt AND
&0 SCMEDULES ENGesEEMissG Are0 FAeRCA.
tt t aiTR (Cere=se aaneenes Tese Remarus VERstiCnTIO4 etEPORTS (v OR E e TtON ERECTCN tEl 1F 2 huesct Tese Gew 26 1 tasq rupical Tests e0 QUALITY ASSURANCE MANUAL 1NCEDURES
- t7 3 Femas Ones 26 2 Eocesal Teo's tEl 17 a. haseres Cereene of Cemeerte 27 0 PROTOTTPE QU ALi8sC ATION TEST PRO F0 SEIBMC DATA REPORT JE) t? S faecouar Preservy Reserm CEDURES AND TEST MPO81?S #Es 80 AssALYSIS ANO DE$s0N PEPORT fEl 10 0 ' COOE CommPUAssCE fva 20 0 MRSONNEL ouALIFC ATos. PROCECURE S.E.
90 ACOUSTC DATA MPOR1 stl 10 0 UT OLTPAlcmeC f zAamenATIOM PROCEDURES ' 29 n SUPPL 8ER SpaPP:NG PREPARATON pro CdDUREtEs t
G.32bD A A f:Jene r