ML20205K901

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Document Change Notice 1 to Rev 7 to Procedure CEI-25, Grouting of Base Plates,Equipment Bases, & Shear Lugs W/ Ceilcote 658-N Epoxy Grout
ML20205K901
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 02/18/1987
From:
BROWN & ROOT, INC. (SUBS. OF HALLIBURTON CO.)
To:
Shared Package
ML20205K766 List:
References
CEI-25, NUDOCS 8704020066
Download: ML20205K901 (18)
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BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER iLEVISION DATE PAGE 08/30/85

. CEI-25 7 g og 7 D1.pf1 Oh,kW d / 3'*k TITLE: ORIGINATOR ,

' DATE

(/ l GROUTING OF BASE , /)

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PLATES, EQUIPMENT REVIEWED BY;j,'t E IVCCO QA DATE BASES, AND SHEAR a

LUCS WITH CEILCOTE b APPROVED BY 658-N EP0XY GROUT .

7 DATE C0hTTRUCTION PROJECT MANAGER o.i. TABLE OF CONTENTS Reason for change ,

1.0 INTRODUCTION

To add requirtments for i CEI-27. To clarify re-l.1 PURPOSE quirements for closed-in L.2 SCOPE box type equipment base 1.2.1 BASE PLATES plates.

l.2.2 EQUIPMENT BASE ,

2.0 DEFINITION OF TERMS. ABBREVIATIONS , AND SYMBOLS 2.1 TERMS 3.0 SPECIAL ITEMS AND OPERATIONS ,

3.1 OPERATION TRAVELER / INSPECTION REPORT ,

3.2 EP0XY GROUT CARD >

4.0 PROCEDURE 4.1 MATERIAL 7

4.2 MIXING 4.3 CURE OF CROUT gcc in%23 i 4.4 SURFACE PREPARATION ,.

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4.4.2 Equipment B.4ses g3 'j[ ,. . ; , !

4.5 PLATE PREPARATION 4.5.1 4.5.2 Haan Plates Equipment Bases af l '. J I: gg { j 'g';]/ .

4.6 CROUT PLACEMENT

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")j 4.6.2 Equipment Bases *I', '

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O JOB 35-1195 COMANCHE PEAK STEAM ELECTRIC STATION Construction Procedure DOCUMENT CHANGE NOTICE NUMBER 1 Notice applicable to Construction Procedure No. 35-1195- CEI-25 Rev. 7 .

This change will be incorporated in the next revision of the procedure.

Change the procedure as follows:

Please replace / add the following pages with the attached:

Page 3 of 7 Reason for change 3a of 7 Clarify torque verification, 1 of 1; Attachment'6

[-y-[7 Reviewed by:

Originator ( F Date .

e ,. /. Alaf ^2 /( Y f Approved by: TUGC0 Quality ssurance Date

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- . 4 ** 7 o3figja7 Construction Project Manager Date- Effective Date

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BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE

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JOB 351195 CEI-25 7 08/30/85 2 of 7 5.0 SAFETY PRECAUTION 6.0 SUPPORTING INFORMATION

6.1 REFERENCES

1.0 INTRODUCTION

1.1 PURPOSE 1.1.1 The purpose of this instruction is to provide installation methods for grouting under base plates, equipment bases other structural .

components or as specified on design document.

1.2 SCOPE l.2.1 Angle or Flat Base Plates

,_s, 1.2.1.1 The determination of which base plates require grouting shall be

( ) made by the responsible craf t support installation personnel or

\' . Civil Department craf t. This determination should be made prior to room / area turnover. ,

The maximum allowable gap under baseplates which does not require grout shall not exceed 1/16" for at least 80% of the base area.

The naximum thickness of epoxy grout for use under baseplates shall not exceed the followina values unless otherwise approved by the engineer via operational traveler or design document:

1. Insido containment: 1/2" thick maximum.
2. dutside containment : 1" thick maximum.

1.2.2 Equipment Bane  ;

1.2.2.1 Af ter completion of the curing of the cement grout placed per CCP-16, if gaps form between the cement grout and equipment base, gaps shall be filled per this instruction. Since verification of the size and extent of the gap is dif ficult on closed-in box-type equipment bases, grouting shall be in accordance with the instruction provided by engineering on an operation traveler.

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I BROWN & ROOT, INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE JOB 35.!!95 CEI-25 7 08/30/85 3 of 7 4

2.0 DEFINITION OF TERMS. ABBREVIATIONS. AND SYMBOLS i

2.1 TERMS

! 1. Hardener - A substance formulated so that when mixed with a epoxy tesin it will cause the epoxy to solidify and harden.

1 2. Silica - Fine sand sif ted through #325 mesh screen wire.

. i 3.0 SPECIAL ITEMS AND OPERATIONS 3.1 OPERATION TRAVELER / INSPECTION REPORT l 3.1.1. The epoxy grouting of equipment bases and shear lugs will be  ;

i documented on an operation traveler.

4 i

3.1.2 The epoxy grouting of other base plates or supports will be documented  ;

on a bearing inspection report per Attachment 6. j l .O) l NOTE For grouting operation performed prior to a QC inspection report and/or an operational i

{i traveler is acceptable as documentation of '

epoxy grouting.

3.1.3 When the item being grouted contains hitti expansion anchors, the anchors shall be torqued prior to epoxy grout place.aent. PFC shall enter the torque IRf (when applicable) and sign and date the torque

] verification attribute on Attachment 6 prior to epoxy group place-ment.

i NOTE 1: For Q pipe supports, PFC shall verf fy torque was j documented on an unnumbered QC checklist, "N/A" torque IR# attribute, and sign and date torque I verification attribute.

} NOTE 21 Non-Q supports do not requir.e torque verification I and shall be marked as "N/A" and signed and dated by <

. the PFC. ,

3.1.4 Shim material shall consist of steel shim plates or washers of a j size necessary to allow proper Hitti bolt torquing without base

, plate deformation. Verification that deformation did not occur I i will be verified by the department responsible for torquing op-2 erations.

CEI-25 Rev. 7 DCN #1 02/10/87 Sheet 2 of 4 i

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BROWN & ROOT. INC. PROCEDURE EFFECTIVE i CPSES NUMBER REVISION DATE PAGE

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xs JOB 35.!!95 CEI-25 7 08/30/85 3a of 7 3.2 EP0XY GROITE CARD 3.2.1 The epoxy grouting of items not specifically covered under the scope of this procedure which have been determined by Civil Engineering to be governed by Specification SS-9 shall be documented on a Epoxy Grout Card (Attachment 1) or on an operational traveler.

4.0 PROCEDUR E 4.I MATERIAL 4.1.1 Material for grouting shall be Ceilcote 658-N High Strength Epoxy ,

l Crout as manufactured by Ceilcote Company. j I

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! BROWN & ROOT. INC. PROCEDURE EFFECTIVE CPSES NUMBER REVISION DATE PAGE I

JOB 35119,5 CEI-25 7 08/30/85 4 of 7 4.2 MIXING ,

4.2.1 Mix the entire contents of each of the following constituents as

, received from the TUCCO Test Lab

1. Ceilcote 658-N grout liquid (Resin)
2. Ceilcote Hardener 4-A
3. Silica Aggregate 4.2.1.1 Add the hardener to the resin component, stir thoroughly, approximately two (2) minutes until completely mixed. Pour this into the mixer or mixing container and add silica slowly and mix until it is uniform tan in color with no dry areas remaining. Pour this mixture into the grease gun or pump. Po t life is approximately 30 minutes at 70*F so small batches should be used and extra guns available.

4.2.1.2 If the grout is above 90*F prior to mixing, chill the sealed container to cool the material. If the temperature is less than 70'F the grout should be warmed to make mixing and handling easier. Best handling properties are achieved at 75'F 15'F, but it is not necessary to maintain these temperatures.

  • t 4.2.L.3 Clean mixing equipment with Ceilcote T-435, lacquer thinner, ketones or xylot.

4.2.1.4 Approximate work time of 658-N is 30 minutes at 70'F. Working time will be less above 70'F and more below 70*F. Best flowable mixture will be between 70'F and 90*F.

4.2.1.5 Ceilcote 658-N shall not be placed unless the surface temperature of the area to be grooted is at or above 50*F. Infrequent dips in tem-perature to 40*F is permissible during placement and/or cure; however, the elapsed time the temperature is below 50*F shall be added to the cure timo.

4.3 CURE OF CROUT 4.3.1 Cure of grout before placement into service, provided service area is ,

not submerged: '

Surface Temperatures Hours of Cure 50*=b9'F 72 hrs.

70'-89'F 18 hrs. (

90*-100'r 16 hrs.

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i BROWN & ROOT. INC. PROCEDURE EFFECTIVE i

CPSES NUMBER REVISION DATE PAGE

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1 JOB 351195 1

1 j . CEI-25 7 08/30/85 5 of 7

, 4.3.2 Relow 50'F little or no cure takes place, therefore grouted areas i'

are to be maintained above 50*F for proper cure or section 4.2.1.5 shall be followed.

4.4 SURFACE PREPARATION l i

4.4.1 Base Plates

! 4.4.1.1 Surfaces to receive grout shall be clean, dry and free of oil and dirt.

4.4.2 Equipment Bases 4.4.2.1 Foreign materials shall be removed from the surfaces to be grouted by vacuuming, blowing with air, or other ef fective means. The surfaces should be free from oil and shall be dry. For closed-in box-type

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] bases, these operations are to be performed on a best-ef fort basis.  ;

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. 4.5 PLATE PREPARATION 1

l 4.5.1 Base Plates 4.5.1.1

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Drill and tap (if required) 1/4" holes for grease zirk installation.  :

J Additional holes may be drilled as necessary for back pressure relief l caused by grout injection. No holes shall be drilled within 1" of a concrete anchor. See Attachment 2 for additional requirements and/or j limitations for hole placement.

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4.5.1.2 Shear lugs also shall have zirk fittings installed as shown in t Attachment 3 and shall be pressure grouted in accordance with the criteria stated herein.

4.5.2 Equipment Bases

- 4.5.2.1 The grout should be placed by means of pressure injection. Holes j shall be located in the equipment base plate in accordance with the

. instruction provided by engineering on an operation traveler. Before i pressure grouting, dial indicators shall be placed on the base plate .

j and monitored by the equipment installation craf t.

Dial indicators readings shall be recorded on the traveler by the j craf tsman and submitted to engineering for review. Rotating equipment j shall be checked for 411gnment af tee pressure grouting and realigned if necessary.

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BROWN & ROOT. INC. PROCEDURE EFFECTIVE  ;

CPSES NUMBER REVISION DATE PAGE

JOB 351195 CEI-25 7 08/30/85 6 of 7 >

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4.6 GROUT PLACEMENT 4.6.1 Base Plates 4.6.1.1 Inject grout through pre-drilled holes using grease guns or airless pump.

4.6.1.2 Repair of grout holes shall not be required.

1 4.6.2 Equipment Bases 4.6.2.1 Where possible, pressure grouting shall proceed in a fan-like manner from one side of base. As soon as grout is emitted from an adjacent

) hole and the grout is free of bubbles, injection may begin at that opening.

1 This step-wise procedure is continued until the grout is forced from all sides of the base plate or holes adjacent to the edge.

4.7 FORMWORK j 4.7.1 658-N grout is fluid which normally is pumped under pressure and a

form or " dam" shall be provided as required along the place edge.

, If necessary provide vent holes in the dam for air relief.

1

5.0 SAFETY PRECAUTIONS 5.1 This grout contains epoxy resin and polyamine hardener. Avoid direct 1 contact with skin or mucous membranes. Epoxy resin can cause ir-ettation to skin on prolonged contact and may cause sensitization.

Hardeners cause skin irritation, dermatitis, or other allergic re-sponses. Keep away from heat, sparks, and open flame. No welding i

should be permitted within 50 feet of the working area or directly

above. "No SM0 KING" signs should be posted in the working area.

Mix in a well ventilated area. Avoid excess breathing of vapors.

, In enclosed areas or where ventitation is poor, use an approved air mask and utilized adequate safety precautions to prevent fire or explosion. Protective gloves, clothing, and goggles should be

used when mixing and pouring grout.

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BROWN & ROOT, INC. PROCEDURE EFFECTIVE O CPSES NUMBER REVISION DATE PAGE U JOB 351195 CEI-25 7 08/30/85 7 of 7

6.0 SUPPORTING INFORMATION , ,

6.1 REFERENCES

6.1.1 ACI 503-R80 6.1.2 2323-SS-9 Concrete 6.1.3 CP-CPM 9.10 " Fabrication of ASME-Related Component Supports" 6.1.4 ECP-10 " Cable Tray and Hanger Installation" 6.1.5 ECP-19 " Exposed Conduit / Junction Box and Hanger Fabrication &

Installation" 6.1.6 Manufacturer (Ceilcote Company) Ceilcote 658-N High Strength Epoxy Technical Bulletin 9-9 6.2 ATTACHMENTS 1 - Epoxy Crout Card 2 - 1/4" Vent and Fill Hole Diagram 3 - Shear Lug Diagram .

4 - Ceilcote Technical Bullentin 9-9 1

5 - Example .of 80% Bearing Requirements 6 - Inspection Report i

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CARD NO. -

BROW & ROOT. INC.

CCt(ANCHE PEAK STEAM ELECTRIC STATTON PROJECT No. 35-1195 CEILCOTE 658-N GROUT PLACEME3tT CARD

,}tR PIPE SUPPORT EASE PLATES & PERMANE31T PLANT EQUIP fENT

1. PI.ACEMENT DATE
2. LOCATION (3 LOC.)
3. COLU!CINO., EQUIP.NO.,Eic.

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4. NUMBER OF ITEMS l

J ITEM CRAFT SUPERVIE:0R DATE VERITY CORRECT SUPPORT SETTING. POSITION, LEVEL

& ALICN"ENT ,

CLEMILINESS  !

DISCIPLINE ENGINEERINC DATE (PILEASE FOR CROUTINC) l CIVIL QC INSPECTICN 3 stE _

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.' i BROWN E ROOT, INC. PROCEDURE EFFECTIVE PACE l CPSES NUMBER REVISION DATE JOB 35-1195  ;

, CEI-25 I 7 08/30/8Sl 1 of 2 ATTACHMENT 2 FLAT PLATE BASEPLATE - PLATO PLANO DE PLATO BASE SHADED AREAS REPRESENTS -

AREAS OBSCURAS REPRESENTAN ALLOWABLE 1/4" VENT AND VENTILACION DE 1/4" PERMI-FILL HOLE LOCATIONS. TIDO Y LOCALIZACIONES DE AGUJEROS PARA RELLENO.

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ANCHOR 1

I INEA CENTRO l CLA CONC.

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C 1" TYP NOTE: NO HOLES SHALL BE DRILLED - NOTA: NINGUN AGUJERO SERA IN AREAS OTHER THAN SHOWN TALADRADO EN AREAS WITHOUT APPROVAL OF THE QTRAS*QUE'.MOSTRADAS O RESPONSIBLE ENGINEER. SIN QUE SEAN APRO-BADAS POR EL INGE-NIERO RESPONSABLE.

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BROWN 6 ROOT, INC. PROCEDURE EFFECTIVE PAGE CPSES NDiBER ' REVISION DATE .

l, JOB 35-1195 l 1 } (

l CEI-25 7  ;

08/30/85l 2 of 2

ATTACHMENT 2 (continued)

ANGLE SASEPt.A!! - M:Ci*I.0 OE ?I.ATC 3ASE SHA0E3 AREAS REPRESENTS - AREAS C35C" RAS REPRESC TAN ALLO *4A3LE L/4" VENT AND VENT!MC!;N DE 1/4" PER.MI.

i FILL 30LE LOCATIONS I 00 Y LOCAL!*ACIONES DE

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NOTE: NO MCLES $ HALL SE

  • NOTAt MING"N AC"JERO 5 ERA s 3 RILLED IN AREA $ TALACRAD0 Ci OTPAS

! OTRER TMAN 3HC'4N AR!as A MC;05 QUE

'4/0 GPRCVAL CF "HE $EAN TSTRALA$ T RE PONSISLE C;Gt::EER. APRCBA A3 PCR !L e

INCC IEP.0 RESP 0!:5ABLE.

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BROWN & ROOT, INC. PROCEDURE EFFECTIVE PAGE CPSES NUMBER l REVISION DATE JOB 35-1195 .

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CEI-25 i 7 08/30/85; 1 of 1 ATTACHMENT 3 I/4" CMEME F1TTING FURNISHii!D BY BUILDidG DEPT NOT FIQuielED A6 AN ITEM NU MBEs; CN m5teJ sxtT<.H.

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JOB 35-1195 i CEI-25 7 08/30/85 1 of 3

. Ceila one * ~

August 1981 TECENICAL BULLETIN 9-9 Revision 2 65J-N TEHFE'ATURE RESIST.*.NT GROUT Ceilcote 658-N is a high temperature resistant, high strcngth epoxy grout. It was developed specifically to e'st the requirement of high strength a; high teeperatures including applications in the nuclear industry. 653-N Greut should be used for pressure injection grouting of base plates, hollow put; bases, and cracked concrete to fill, voids, cracks, and fissures. It has been tested at temperatures ranging from ambient to 350*F. in accordance with ASTM C-579 and Texas Utilities Services Specification, CP-EI-13.0-1 (" Procedure for Epoxy Grout Compressive Strength Test") and has been found to be sufficient for use both outside and inside containment areas. Testing temperatures were chosen to

  • simulate potential base plate temperatures inside containment areas.

l (O) COMPRESSIVE PROPERTIES

  • m T E?ERATURE COMPRES3IVE STRENGTH (PSI) 73'F. 15,600 125'F. 14,200 150'F. 13,800 200'F. 10,500 250*F. 6,150 300'F. 3,640 350'F. 2,620
  • These results represent actual' test data from one batch of material and )

do not reflect batch-to-batch variations. The minimum ambient temperature compressive strength (rejection criteria) is 12,000 psi.

RADIATION TOLERANCE TEST Ceilcote 658-N Crout (tested with Ceilcote 650 aggre6 ate), was exposed to 2 x 10 rads of gamma radiation in air at a rate of 0.9 x 107 rada per hour at Oak Ridge National Laboratories, Oak Ridge Tennessee. The flexural strength and modulus (

of elasticity were tested before and af ter exposure with no apparent effects. l CURE TDfE VS. TEMPERATURE Temperature affects the working time and curing time of 658-N Grout. At 70'F.,

the grout has an approximate working time of \ hour. Warmer teeperature m il shorten this tima; cooler will lengthen. The foundation being grouted will probably be cooler.than room temperature unless the room temperatura has Sean

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constant for some time. Temperatures vary so radically (day vs. night, day vs.

day) that field judgement must be used as the final measurement of cure and working

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V) time.

THE CEILCOTE COMP ANY l A UNIT 05 GENER AL 54GN AL 1eO EMELOON RO AO / BERE A. OMac eDiy p pMONE, ESE.Ee3 0700 / TELE M: 090 5590

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BROWN & ROOT, INC. PROCEDURE EFFECTIVE PAGE i

f3 NUMBER REVISION DATE 1 CPSEG D i JOB 35-1195 i CEI-25 7 08/30/85 2 of 3 ATTACHMENT 4 (Cont'd) ,

9-9 658-N TEMPERATURE RESISTANT GROUT Page I.

PLACDfD*f 658-N Grout should be placed by means of pressure injection. Holes should be drilled to intersect cracks and voids to be filled. For more information on pressure grouting techniques, refer to Bulletin 9-1.8-1 for 647 Repair Grout (do not use mixing information for 647 Perair creut).

If the packaged grout is above 90*F., chill the sealed pails of greut liquid in a tub of ice or cover the pails with water-soaked burlap. It is not necessary to cool the grout below 70*F. In cold weather, materials should ba store? in a warm place. Lov terperatures make the grout stif f and hard to hedle. For best handling properties, the intredients should la at 75'F. t 5'F.

MIXING INSTRt'CTIt '!S These proportions are supirseded by those on the package label if they differ.

One Unit Ng 658-N Grout Liquid 8 lbs.12 oz.

Hardener 4A 1 lb. 4 oz.

325 Mesh Silica 15 lbs.

(Approximate yield 400 cubic inches per unit.)

Add the hardener to the resin component; stir thoroughly, approximately two (2) minutes until completely mixed.. Pour this into the mixer or mixing container and add silica slowly and mix until it is uniform tan in color with no dry areas remaining. Pour the mixture into the grease gun or pump. Pot life is approxi-mately 30 minutes at 70*F. so small batches should be used and extra guns available. If eaterial is supplied in other than the unit size listed above, field mixing proportions are as follows:

Parts by Weight 658-N Grout Liquid (100 parts)

Hardener 4A ( 14 parts) 325 Mesh Silica (171 parts)

Guns may be cleaned using Ceilcote's T-435 Solvent before the liquid grout gels.

Safety glasses should be worn while pressure injecting grout.

FLASH POINT: Pensky-Martens Closed Cup 658-N Liquid Above 230*F. (110*C.)

Hardener No. 4A 210'F. (99'C.)

CLEANING TOOLS: Use any of the following for clean up O Ceilcote T-435 Lacquer Thinner Ketoc.es Xylol

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BROWN & ROOT, INC. PROCEDURE EFFECTIVE PAGE f7 CPSES NUMBER REVISION DATE JOB 35-1195 CEI-25 7 08/30/85 3 of 3 ATTACHMENT 4 '(Cont'd) 9-9 658-N TEMPERATURE RESISTANT GROUT Page 3.

SAFETY WARNING - Contains epoxy resin and polyamine hardener. Avoid dir'ect contact with skin or mucous membranes. Epoxy resins can cause irritation of skin on prolonged contact and may cause sensitization. Hardeners can cause skin irritation, dermatitis, or other allergic responses. Keep away from heat, sparks, and open flame. No velding should be permitted within fif ty feet of the worki:.g area or directly above. "No Smoking" signs should be posted in working nrea. Mix in a well ventilated area. Avoid excess breathing of vapors. In enclosed areas or where ventilation is poor, use an approved air mask and utilize adeq'sta safety precautions to prevent fire or explosion. Protective gloves, cicthing, and goggles should be used when mixing and pouring grout. For industrial use and professionil application only.

V The technical data furnished herein is true and accurate to the best of our know-ledge; however, no guarantee of accuracy is given or i= plied. Ceilcote assumes no responsibility for any loss of damage resulting from the handling or use of the products by the buyer. Seller warrants only that the products to be delivered will conform to Ceilcote's manufacturing standards. In no event shall Ceilcote be responsible for consequeatial damages of any such breach of warranty including, j but not limited to, the Buyer's loss of material or profits, increased expense of operation, down-time or reconstruction of the work, and, in no event shall the Ceilcote obligation under this warranty exceed the price of the defective material.

THIS WARRANTY IS IN LIEU OF ANY OTHER VARPMTY OR OBLICATION, EXPRISSED OR IMPLIED, AND NO LIABILITY IS ASSUMED BY THE CEILCOTE COMPANY, EXCEPT AS IS EXPRESSLY STATED ABOVE.

Statements concerning the use of products are not to b2 censtrued as recommending the infringement of any patent, and no liability for infringement arising out of such use is assumed by Ceilcote.

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TOTAL PLATE AREA = 100 sq . inch. i Darkened area may exceed 1/16" l as long as this total area is ]

20 sq. inches or less

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p . ~ 4.p;m,C,j. ., .. ,,.,.- -

BROWN & ROOT, INC. PROCEDURE EFFECTIVE O CPSES NUMBER REVISION DATE PAGE U

JOB 351195 CEI-25 7 08/30 85 1 of 1 ATTAC10fENT 6 CX2WJCHE PEM* STIA!4 E2.TIRIC STATIG3 O Sheet of

I:,*S?iX'rIQI RIPO.T s 50.

L ID;-DESCRIPTION 1DENTIFICATION :.0. 3LDG FJ;p S?EC. 50 REV RLt. PROCEDURE 50. KEY. ELEVATION LOCATION SS-9 CEl-25 INSP. RLSULTS

] INSPECTION COMPLETED ALL APPLICABLE ITE>tS SATISTACTORY

] 1:;SPECT!0X COMPLETED, LTSATISTACTORY ITEP.S LISTED BELO'W CRAFT INSPECTOR DATE ITDt No. 15SPECT10N ATTRIBUTES 4 h. DATE SIGNAT1RE V- iE

l. Gap does not exceed I/16" f or a minimum of "

80". of the base plate or base angle.

fg\ 2. Epoxy arcut will not exceed at any points

a. 1/2" if inside containment
b. 1" if outside containment
3. Plate Positions (dee.ote number at each pos4
a. Floor
b. kall
c. Ceiling
d. Beam 4 Grout fill holes shall be 1/4" diaceter and shall not be drt11ed within 1 inch of a concrete anchor as per attachment 2 of CEI-25. - e
5. Shim material shall censtst of steel shim plates or Washers of a site necessarv to allow procer Hilti belt torcuint without base plate defer ation.

a

'R EMRA S TORQUE IRf ,

l TORQUE VERIFICATION i

SIGN DATE IR CLOSED DATE SIC';ATURE ,

CRAFT INSPECTOR p LEILL Q 6Y DAi; CLEAN D Li DATE C M*l TID BY _DATE

( ETY FACKE3 _ DATE l

CEI-25 Rev. 7 DCN #1 _- . 02/18/87 Sheet 4 of 4

.,

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