INDUSTRIAL_PAINTING_&_STRUCTURAL_REPAIR_MATOC_-_RTA_-_Basic_IDIQ.PDF

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...\MATOC\OD79\30DA0 - Plans & Specs\CAD_BIM\_Sheets\OD79 - Industrial Painting and Structural Repair MATO

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

®of Engineers

US Army Corps

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Omaha District of Engineers

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SUBMITTED BY:

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CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

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INDUSTRIAL PAINTING AND STRUCTURAL REPAIR

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ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

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WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

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VINYL WALL COVERINGVWC

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VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

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TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

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DEFECT LENGTH, SEE NOTE

DEFECT LENGTH

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SHEET ID

SURFACE DEFECT (GOUGE, NICK, SURFACE

CRACK, DELAMINATION, CORROSION < 1/8" IN

DEPTH)

BASE METAL

NOTE: DETERMINE DEFECT LIMIT BY

DEPTH GAUGE FOR GOUGES AND NICKS.

PHASE 1: IDENTIFICATION

BASE METAL

PHASE 2: REPAIR LIMITS

REPAIR DISTANCE = 10d

(TYP. ALL SIDES)

DEFECT DEPTH "d" (AS DETERMINED BY CWI)

USE DIE GRINDER TO REMOVE STEEL.

GRIND PARALLEL TO THE PRIMARY

BASE METAL

PHASE 3: ROUGH GRINDING

VERIFY IF DEFECT IS REMOVED BY

ROUGH GRINDING (SEE NOTE)

BASE METAL

NOTE: UTILIZE MT AND UT TO TEST

AREA OF REMOVAL. CONTACT

ENGINEER IF THE DEFECT IS STILL

PRESENT TO 1/4" DEPTH.

PHASE 4: TESTING

GRIND REPAIR AREA WITH FLAPPER-

TYPE SANDPAPER GRINDER WHEEL

(SEE NOTE)

BASE METAL

NOTE: START GRINDING WITH 60/80 GRIT AND

FINISH WITH 100/120 GRIT SANDPAPER.

GRIND PARALLEL TO THE PRIMARY DIRECTION

PHASE 5: FINE GRINDING

BASE METAL

SURFACE DISCONTINUITY (I.E. NICK, GOUGE,

SURFACE DELAMINATION, ETC.), SEE TABLE

(BASED ON AWS D1.5 TABLE 3.1)

LIMITS ON ACCEPTABILITY AND REPAIR OF SURFACE METAL DISCONTINUITIES OF MATERIAL

DESCRIPTION OF DISCONTINUITY

ANY DISCONTINUITY 25 mm (1") IN LENGTH OR LESS

ANY DISCONTINUITY OVER 25 mm (1") IN LENGTH AND 3 mm (1/8")

MAXIMUM DEPTH

ANY DISCONTINUITY OVER 25 mm (1") IN LENGTH WITH DEPTH

OVER 3 mm (1/8") BUT NOT GREATER THAN 6 mm (1/4")

ANY DISCONTINUITY OVER 25 mm (1") IN LENGTH WITH DEPTH

OVER 6 mm (1/4")

PLATE REPAIR REQUIRED

NONE, NEED NOT BE EXPLORED

NONE, DETERMINE DEPTH OF DISCONTINUITY (SEE PHASE 1 AT

RIGHT)

REMOVE DISCONTINUITY, (SEE PHASES 1 THROUGH 5 AT RIGHT)

CONTACT ENGINEER

PHASE 1: IDENTIFICATION PHASE 2: REPAIR LIMITS

PHASE 3: ROUGH GRINDING

GRIND REPAIR AREA WITH FLAPPER-

TYPE SANDPAPER GRINDER WHEEL

(SEE NOTE)

NOTE: START GRINDING WITH 60/80

GRIT AND FINISH WITH 100/120 GRIT

SANDPAPER. GRIND PARALLEL TO THE

PRIMARY DIRECTION OF STRESS.

PHASE 4: FINE GRINDING

INTERMITTENT STRUCTURAL WELD

TACK WELD (REMOVE BY GRINDING)

BASE METAL

PHASE 2

PHASE 2

REMOVE TACK WELD

WITH A DIE GRINDER

MINIMIZE BASE METAL

REMOVAL

BASE METAL

TEST BASE METAL

UNDER TACK WELD

FOR DEFECTS (SEE

NOTE)

BASE METAL

PHASE 1: CRACK IDENTIFICATION

BASE METAL

DETERMINE EXTENT OF CRACK BY

PERFORMING DYE PENETRANT

TESTING (PT) OR MAGNETIC

PARTICLE TESTING (MT)

FULL-DEPTH CRACK

PHASE 2: HOLE DRILLING BASE METAL

ON TIP OF CRACK.

HOLE SHALL BE DRILLED WITH A

CARBIDE-TIPPED HOLE SAW BIT.

FULL-DEPTH CRACK

PHASE 3: HOLE FINISH

BASE METAL

GRIND INSIDE SURFACE OF HOLES.

GRINDING SHALL BE PERFORMED

WITH A FLAPPER-TYPE SANDPAPER

GRINDING WHEEL, STARTING WITH

60/80 GRIT AND FINISHING 100/120

GRIT SANDPAPER.

FULL-DEPTH CRACK

PHASE 1: IDENTIFICATION PHASE 2: WELD REMOVAL

PHASE 3: TESTING PHASE 4: RE-WELDING

STEEL COMPONENT A

STEEL COMPONENT B

WELD CONNECTING A TO B

NOTE: DETERMINE EXTENT OF

LOCATIONS ON A AND B.

NOTE: REMOVE INDICATED WELD BY GRINDING

GROUND TO BRIGHT METAL. PREHEAT

TEMPERATURE FOR AIR CARBON ARC GOUGING

SHALL BE IN ACCORDANCE WITH THE WPS, AND

IN NO CASE LESS THAN 150° F.

2" 2"

REMOVE WELD

TEST THE BASE METAL OF A

AND B BY PERFORMING

MAGNETIC PARTICLE TESTING

TO VERIFY IMPERFECTIONS

HAVE BEEN REMOVED

(SEE DETAIL #1)

2" (TYP.)

RE-WELD PER AWS D1.5

ACCORDING TO THE

APPROVED WPS AND THE

PHASE 5: FINAL TESTING

NEW WELD

NOTES:

1. ACCEPTANCE SHALL BE IN

2. INSPECTIONS SHALL BE

COMPLETED AFTER THE WELDS

HAVE COOLED TO AMBIENT

TEMPERATURES PER AWS D1.5

12.6.4.

PHASE 1: IDENTIFICATION PHASE 2: CRACK REMOVAL

PHASE 3: TESTING

TEST THE BASE METAL BY

PERFORMING MT TO VERIFY

REMOVED

PHASE 4: REWELDING

AWS D1.5 ACCORDING TO

THE APPROVED WPS AND

PHASE 5: FINAL TESTING

NOTES:

1. ACCEPTANCE SHALL BE IN

2. INSPECTIONS SHALL BE

COMPLETED AFTER THE WELDS

HAVE COOLED TO AMBIENT

TEMPERATURES PER AWS D1.5

12.16.4.

NOT TO SCALE

SURFACE DEFECT REPAIR DETAILS

NOT TO SCALE

TACK WELD REMOVAL DETAILS

NOT TO SCALE

CRACK ARREST BY HOLE DRILLING

DETAILS

NOT TO SCALE

NOT TO SCALE

DETAIL

GENERAL NOTE: DETAILS ON THIS DRAWING ARE

GENERAL PROCEDURES/METHODS THAT ARE

PLANNED TO BE USED ON FRACTURE CRITICAL

REVEALED BY FINE GRINDING

BASE METAL

NOTE:

AREA OF REMOVAL. CONTACT

ENGINEER IF THE DEFECT IS STILL

PRESENT TO 1/4" DEPTH.

PHASE 6: TESTING

VERIFY NO FURTHER DEFECTS

VERIFY THAT NO DEFECTS IN

EXCESS OF ACCEPTANCE CRITERIA

PRESENT BY USING MT. SEE DETAIL #1.

UTILIZE MT TO TEST

PERFORMING ULTRASONIC TESTING (UT)

FOR SURFACE DELAMINATIONS, OR USING

FCP.

ACCORDANCE WITH TASK

ORDER SPECIFICATIONS

THE FCP.

ACCORDANCE WITH TASK

ORDER SPECIFICATIONS

BY ENGINEER OF RECORD) CENTERED

DRILL HOLE (2" TO 4"ø AS DIRECTED

BY ENGINEER OF RECORD.

DIRECTION OF STRESS AS DETERMINED

RECORD.

OF STRESS AS DETERMINED BY ENGINEER OF

LIMITS OF DEFECT (SEE NOTE)

HAVE CWI/NDT TECHNICIAN DETERMINE

ALL SURFACES PREPARED BY AIR CARBON

ARC GOUGING TECHNIQUES SHALL BE

WITH A DIE GRINDER, MACHINING, OR AIR

CARBON ARC GOUGING/CUTTING.

GROOVE WELD/BASE METAL REPAIR

DEFECT IDENTIFIED WITH NDT

DEFECTS HAVE BEEN

REWELD PER

REQUIREMENTS MAY BE PROVIDED IN TASK ORDERS.

DEFECT IN WELD METAL

DEFECT BY PERFORMING

NDT AND MARK THE

LESS THAN 150° F.

SHALL BE PER WPS BUT NOT

FOR AIR CARBON ARC GOUGING

TO BRIGHT METAL. PREHEAT

GOUGING SHALL BE GROUND

PREPARED BY AIR CARBON ARC

GOUGING. ALL SURFACES

GRINDING OR AIR CARBON ARC

REMOVE DEFECT BY DIE

MEMBERS. DIFFERENT OR ADDITIONAL

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RIVET HOLE BOLT HOLE

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SHEET ID

PHASE 1: IDENTIFICATION

NOTES:

1. SURFACES OF THE EXISTING WELD AND

ADJACENT SURFACES SHALL BE DRY AND

FREE OF ANY FOREIGN MATERIAL THAT

WOULD PREVENT PROPER WELDING.

2.

3. RE-WELD PER AWS D1.5 ACCORDING TO

THE APPROVED WPS AND FCP.

PHASE 2: GRINDING

GRIND REPAIR AREA

SMOOTH

(SEE NOTES)

PHASE 3: REWELDING

REPAIR BY DEPOSITING

ADDITIONAL WELD

MATERIAL TO FILL OUT THE

PROFILE TO THE INTENDED

PHASE 4: FINAL TESTING

NOTES:

1. ACCEPTANCE SHALL BE IN ACCORDANCE

WITH THE WELD INSPECTION PLAN FOR

REPAIR WELDS.

2. INSPECTIONS SHALL BE COMPLETED AFTER

THE WELDS HAVE COOLED TO AMBIENT

TEMPERATURES PER AWS D1.5 12.16.4.

INSPECT COMPLETED WELD

(SEE NOTES)

PHASE 1: IDENTIFICATION

IDENTIFY UNDERCUT WELD

UNDERCUT DEPTH

PHASE 2: WELD REMOVAL

REMOVE EXISTING WELD

AND BASE METAL TO THE

DEPTH OF THE UNDERCUT.

REMOVE BY GRINDING OR

AIR CARBON-ARC GOUGING

PER PROVISIONS OF AWS

D1.5.

UNDERCUT DEPTH

PHASE 3: TESTING PHASE 4: REWELDING

PHASE 5: FINAL TESTING

RE-WELD PER AWS D1.5

ACCORDING TO THE

APPROVED WPS AND THE

FCP

TEST THE BASE METAL BY

PERFORMING MT

UNDERCUT DEPTH

NOTES:

1. ACCEPTANCE SHALL BE IN

2. INSPECTIONS SHALL BE COMPLETED

AFTER THE WELDS HAVE COOLED TO

AMBIENT TEMPERATURES PER AWS

D1.5 12.16.4.

NOTES:

1. SURFACES OF THE EXISTING WELD AND

ADJACENT SURFACES SHALL BE DRY AND

FREE OF ANY FOREIGN MATERIAL THAT

WOULD PREVENT PROPER WELDING.

3. RE-WELD PER AWS D1.5 ACCORDING TO

THE APPROVED WPS AND FCP.

NOT TO SCALE

UNDERCUT WELD REPAIR DETAIL

NOT TO SCALE

DETAIL

IDENTIFY PROFILE/UNDERFILL

BY VISUAL INSPECTION

ACCORDANCE WITH TASK

ORDER SPECIFICATIONS.

PROFILE/UNDERFILL WELD REPAIR

2. SURFACES SHALL BE GROUND TO BRIGHT

METAL PRIOR TO WELDING.

SURFACES SHALL BE GROUND TO BRIGHT

METAL PRIOR TO WELDING.

SIZE (SEE PHASE 2 NOTES).

GRIND WELD FLUSH SO THAT

REMAINING REINFORCEMENT

DOES NOT EXCEED 1/32" AND

BASE METAL THICKNESS IS NOT

REDUCED BY MORE THAN 1/32".

GENERAL NOTE: DETAILS ON THIS DRAWING ARE

GENERAL PROCEDURES/METHODS THAT ARE

PLANNED TO BE USED ON FRACTURE CRITICAL

REQUIREMENTS MAY BE PROVIDED IN TASK ORDERS.

MEMBERS. DIFFERENT OR ADDITIONAL

PHASE 1: RIVET HEAD REMOVAL PHASE 2: RIVET REMOVAL

PHASE 3: DRILLING PHASE 4: BOLT INSTALLATION

REMOVE RIVET HEAD WITH

PNEUMATIC RIVET BUSTER

BASE METAL / RIVETED PLATES

FORCE RIVET SHAFT OUT

OF RIVET HOLE WITH A

POWERED IMPACT TOOL

(SEE NOTE)

NOTE: DRILLING FOR BOLT

HOLE IS ONLY NECESSARY IF

REQUIRED TO INSTALL BOLT.

HOLE DIAMETER SHALL BE

BOLT DIAMETER PLUS 1/16",

TENSIONED HIGH

NOTES:

1.

2. ALL HIGH STRENGTH BOLT CONNECTIONS SHALL BE

ASSEMBLED WITH A HARDENED WASHER MEETING THE

REQUIREMENTS OF ASTM F436 UNDER BOTH THE BOLT

HEAD AND NUT. WHERE NECESSARY, WASHERS MAY

BE CLIPPED ON ONE SIDE TO A POINT NO CLOSER THAN

7/8", OR THE BOLT DIAMETER, MEASURED FROM THE

CENTER OF THE WASHER.

3. IF REAMING IS REQUIRED TO DRESS UP THE RIVET

HOLES, AND IF AFTER REAMING THE HOLES EXCEED

THE TOLERANCES SHOWN IN THE DRAWINGS THE

CONTRACTOR SHALL INSTALL THE NEXT LARGER SIZED

BOLT.

4.

NOT TO SCALE

DAMAGED RIVET

REPAIR/REPLACEMENT DETAIL

MORE SPECIFIC INFORMATION WILL BE PROVIDED

IN TASK ORDER REQUIREMENTS.

FULLY PRE-

STRENGTH BOLT

ALL BOLTS SHALL BE A325 HIGH STRENGTH BOLTS

UNLESS NOTED OTHERWISE.

MAXIMUM (SEE NOTE 3).

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R 3/4" TO 3/32"

R 1/16"

WELD

HAMMER

/3

/1

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SHEET ID

DIRECTION

OF TRAVEL

WELD

NOT TO SCALE

PLAN VIEW SECTION VIEW

PRIMARY STRESS DIRECTION

BURR

BURR ORIENTATION TO WELDS

DISC

GRINDING

DISC

GRINDING

DIRECTION

OF TRAVEL

GRIND

ROTATION

WELD

NOT TO SCALE

PLAN VIEW SECTION VIEW

PRIMARY STRESS DIRECTION

GRINDER ORIENTATION TO WELDS

FRONT VIEW SIDE VIEW PEENING TIP PHOTO

PNEUMATIC HAMMER/CHISEL PEENING TIP

NOT TO SCALE

HAMMER PEENING PROCEDURE

NOT TO SCALE

REMOVE ANY LAP MARKS.

5. LIGHTLY GRIND THE PEENED SURFACE TO

APPROXIMATELY 1/32 IN.

TOE. DEPTH OF INDENTATION SHOULD BE

MINUTE. MAKE SIX PASSES ALONG THE WELD

WELD TOE AT A RATE OF 3 INCHES PER

KEEP MOVING THE HAMMER ALONG THE

AND PRESS TRIGGER ON THE AIR HAMMER.

4. PLACE TIP OF PEENING TOOL ON WELD TOE

TIP TO THE AIR LINE.

3. ATTACH AIR HAMMER WITH PROPER PEENING

2. ADJUST AIR PRESSURE REGULATOR TO 40 PSI.

COR'S SATISFACTION BEFORE PROCEEDING.

AND DEMONSTRATE METHODS TO

1. PREPARE A BASE METAL PROTECTION PLAN

PROCEDURE:

DOUBLER PLATE

CRACKED PLATE

EXISTING

EXISTING PLATE

DOUBLER PLATE TO

BOLTS TO FASTEN

EXISTING PLATE

CRACK IN

CRACKED TIP

TO REMOVE

DRILLED HOLE

NOTE:

1. PERFORM NDT TO DETERMINE LOCATION OF CRACK TIP.

CRACK REPAIR WITH BOLTED DOUBLER PLATE

NOT TO SCALE

GENERAL NOTE:

GIVEN FOR INDIVIDUAL REPAIRS.

REPAIR METHODS. FURTHER INFORMATION MAY BE

THIS DRAWING DEPICTS GENERAL

COVER PLATE

CRACKED FILLER PLATEFILLER PLATE

SPLICE PLATE SPLICE PLATE

BEAM

BEAM

COVER PLATE

SPLICE PLATE

PLATE

SPLICE

NOT TO SCALE

SPLICE PLATE RETROFIT DETAILS FOR CRACKED COVER PLATE

COVER PLATE

HIGH STRENGTH BOLTS

FULLY PRETENSIONED

HIGH STRENGTH BOLTS

FULLY PRETENSIONED

WEB-TO-FLANGE FILLET

CRACK, ABOVE

IN BEAM WEB OVER

1" DIA. HOLE DRILLED

CONNECTION, TYP.

SLIP-CRITICAL

PREPARED FOR

FAYING SURFACE

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NOTE 3

B

V

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NOTE 2 A NOTE 2

NOTE 3

NOTE 3

C C

L2 (NOTE 3)NOTE 2L1 (NOTE 3)

M

IN2" MIN

M

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12"

MI

N

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SEE N

OTE

2"

MIN

" M

IN

M

IN

M

IN

" M

IN

M

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12"

MI

N

" M

IN

2"

MIN

SEE NOTE 7.

THICKNESSES.

OR 5 SHELL PLATE

GREATER OF 3"

SEE NOTE 7.

THICKNESSES.

OR 5 SHELL PLATE

GREATER OF 3"

ZONE

3" CRITICAL

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SHEET ID

EXISTING WELDS

BOTTOM PLATES)

(ANNULAR OR

WELD JOINT

R

R

R

R

R

EXISTING WELDS

BOTTOM PLATE

DIMENSION

R 6"

0.5" OR

LESS

GREATER OF 6" OR 6 PLATE THICKNESSES

GREATER THAN 0.5"

B 6"

H 3"

V 6"

A

GREATER OF 10" OR 8 PLATE THICKNESSES

GREATER OF 10" OR 8 PLATE THICKNESSES

GREATER OF 10" OR 8 PLATE THICKNESSES

12" GREATER OF 12" OR 12 PLATE THICKNESSES

C GREATER OF 3" OR 5 PLATE THICKNESSES

PLATE THICKNESS

MINIMUM WELD SPACING BETWEEN EDGES (TOES)

NOTES:

2. PRIOR TO WELDING NEW VERTICAL JOINTS, CUT EXISTING

HORIZONTAL WELD FOR A MINIMUM OF 12" BEYOND THE NEW

VERTICAL JOINTS. WELD THE HORIZONTAL JOINT LAST.

3. PRIOR TO WELDING NEW VERTICAL JOINTS, CUT EXISTING

SHELL-TO-BOTTOM WELD FOR A MINIMUM OF 12" BEYOND THE NEW

VERTICAL JOINTS. THE CUT SHALL EXTEND PAST OR STOP SHORT

OF EXISTING BOTTOM PLATE WELDS BY AT LEAST 3" OR 5 PLATE

THICKNESSES. WELD THE SHELL-TO-BOTTOM WELD LAST.

NOT TO SCALE

REPLACEMENT OF SHELL PLATE MATERIAL DETAIL

NOT TO SCALE

TYPICAL WELDED-ON PATCH PLATES ON TANK BOTTOM PLATES

NOTES:

1. DIMENSIONS GIVEN ARE FROM TOE OF FILLET WELDS OR TO CENTERLINE OF BUTT-WELD AND ALSO APPLY TO NEW-TO-EXISTING WELDS.

2. MINIMUM DISTANCE BETWEEN TWO WELDED-ON PATCH PLATES IN THE CRITICAL ZONE SHALL BE ONE HALF OF THE LESSER OF L1 OR L2.

3. THE MAXIMUM DIMENSION ALONG THE SHELL FOR WELDED-ON-PATCH PLATES IN THE CRITICAL ZONE IS 24".

4. THE MAXIMUM DIMENSION ALONG THE SHELL FOR WELDED-ON-PATCH PLATE IS APPROXIMATELY PARALLEL TO A BOTTOM SEAM, THE EDGE SHALL BE

HELD AT LEAST 2" FROM WELD SEAM.

5. PATCHES OVER THREE-PLATE LAPS SHALL EXTEND A MINIMUM OF 12" IN ALL DIRECTIONS ALONG ALL LAPS BEYOND THE THREE-PLATE LAP.

6. THESE RULES APPLY TO BUTT-WELDED BOTTOMS, WHERE APPLICABLE.

7. APPLIES TO SHELLS OF UNKNOWN TOUGHNESS.

2" MIN

RADIUS

SHELL WELDS

VERTICAL

WELDED-ON PLATEES

"TOBMSTONE-SHAPED"

TYPICAL

NOTE 5.

LAP. SEE

THREE-PLATE

BOTTOM SEAM

THREE-PLATE LAP

BOTTOM SEAM

NOTE 5.

LAP. SEE

THREE-PLATE

SHELL PLATE

SHELL

CRITICAL ZONE)

THICKNESS IN THE

PLATE (1/4" MAXIMUM

WELDED-ON PATCH

ANNULAR PLATE RING

BOTTOM PLATE

3PLATE TO SHELL DETAIL

GENERAL NOTE:

GIVEN FOR INDIVIDUAL REPAIRS.

REPAIR METHODS. FURTHER INFORMATION MAY BE

THIS DRAWING DEPICTS GENERAL

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2" MIN, TYP.

2" MIN

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SHEET ID

A

A

PERIMETER SAW CUT,

SEE NOTE 2

EXISTING CONCRETE

REMOVE DETERIORATED CONCRETE

UNTIL SOUND CONCRETE IS REACHED,

SEE NOTE 4

THOROUGHLY CLEAN AREA,

SEE NOTE 5

SECTION A-A OF SPALL REPAIR

NOTES:

1. DETERMINE ACTUAL LOCATIONS AND LIMITS OF DETERIORATED CONCRETE IN ACCORDANCE WITH THE CONCRETE ASSESSMENT PLAN. MARK LIMITS ON CONCRETE SURFACE WITH HIGHLY VISIBLE PAINT FOR GOVERNMENT APPROVAL.

2. MAKE A PERPENDICULAR SAW CUT AT LEAST 2" DEEP, BUT NO DEEPER THAN THE REINFORCING STEEL, A MINIMUM OF 1" OUTSIDE THE AREA TO BE REPAIRED. THE PERIMETER SAW CUT SHALL HAVE NO ANGLES LESS THAN 90 DEGREES.

3. REMOVE THE EXISTING CONCRETE TO A DEPTH NECESSARY TO EXPOSE A SURFACE OF SOUND, UNWEATHERED CONCRETE THAT IS UNCONTAMINATED BY OILS, GREASES, OR DEICING SALTS OR SOLUTIONS. REMOVE ALL LOOSE AND

DETERIORATED CONCRETE FROM THE SPALLED AREAS INDICATED.

4. CONCRETE SURFACES TO WHICH ADDITIONAL CONCRETE IS TO BE BONDED SHALL BE PREPARED BY CLEANING WITH AIR-WATER CUTTING, SANDBLASTING, HIGH-PRESSURE WATER JET, OR OTHER APPROVED METHOD. AIR-WATER CUTTING

WILL NOT BE PERMITTED ON FORMED SURFACES. THE RESULTING SURFACES SHALL BE FREE FROM ALL LAITANCE AND INFERIOR CONCRETE SO THAT CLEAN, WELL BONDED COARSE AGGREGATE IS EXPOSED UNIFORMLY THROUGHOUT.

INSTALL NEW REPAIR

MATERIAL FLUSH WITH

EXISTING CONCRETE

LIMITS OF DETERIORATED

CONCRETE, SEE NOTE 1

1" MIN

M

IN

EXISTING EXPOSED

REINFORCEMENT

DETERIORATED SECTION

OF REINFORCEMENT

EXISTING CONCRETE

SURFACE

PERIMETER SAW CUT,

SEE NOTE 2

B

B

REMOVE SECTION OF EXISTING

DETERIORATED REINFORCEMENT,

SEE NOTE 6

SPLICE IN NEW REINFORCING

STEEL, SEE NOTE 7

PROVIDE ADEQUATE ROOM FOR

CONCRETE TO BOND TO NEW

REINFORCING STEEL, SEE NOTE 4

REMOVE ALL CORROSION FROM

REINFORCING STEEL

REMOVE UNSOUND CONCRETE,

SEE NOTE 3 AND 4

CLEAN AND PREPARE CONCRETE

SURFACE TO BE REPAIRED, SEE

NOTES 9 AND 10

REPAIR AREA (INSTALL

FLUSH WITH EXISTING

CONCRETE)

EXISTING CONCRETE

SECTION B-B OF REBAR REPAIR

NOTES:

1. DETERMINE LIMITS OF DETERIORATED CONCRETE IN ACCORDANCE WITH THE CONCRETE ASSESSMENT PLAN. MARK LIMITS ON CONCRETE SURFACE WITH HIGHLY VISIBLE PAINT FOR GOVERNMENT APPROVAL.

4. IF THE BOND BETWEEN THE CONCRETE AND ANY REINFORCING STEEL HAS BEEN DESTROYED, PROVIDE A MINIMUM CLEARANCE BELOW THE REINFORCING STEEL OF 1" OR 1/4" PLUS THE MAXIMUM SIZE OF AGGREGATE IN THE REPAIR MATERIAL, WHICHEVER IS GREATER.

5. REMOVE ALL CORROSION FROM REINFORCING STEEL BY SANDBLASTING.

6. REMOVE AND REPLACE REINFORCING BARS WHICH ARE DETERIORATED AT ANY POINT WHERE THE ORIGINAL CROSS SECTION OF ANY BAR HAS BEEN REDUCED BY MORE THAN 25 PERCENT OR THE ORIGINAL CROSS SECTION OF ADJACENT BARS HAS BEEN REDUCED BY

MORE THAN 20 PERCENT.

7. SPLICES OF REINFORCEMENT SHALL CONFORM TO ACI 318. SPLICING SHALL BE BY LAPPING OR BY MECHANICAL OR WELDED BUTT CONNECTION: EXCEPT THAT LAP SPLICES SHALL NOT BE USED FOR BARS LARGER THAN NO. 11 UNLESS OTHERWISE INDICATED.

8. REINFORCEMENT SHALL BE FREE FROM LOOSE RUST AND SCALE, DIRT, OIL, OR OTHER DELETERIOUS COATINGS THAT COULD REDUCE BOND WITH CONCRETE.

9. CONCRETE SURFACES TO WHICH ADDITIONAL CONCRETE IS TO BE BONDED SHALL BE PREPARED BY CLEANING WITH AIR-WATER CUTTING, SANDBLASTING, HIGH-PRESSURE WATER JET, OR OTHER APPROVED METHOD. AIR-WATER CUTTING WILL NOT BE PERMITTED ON

FORMED SURFACES OR SURFACES CONGESTED WITH REINFORCING STEEL. THE RESULTING SURFACES SHALL BE FREE FROM ALL LAITANCE AND INFERIOR CONCRETE SO THAT CLEAN, WELL BONDED COARSE AGGREGATE IS EXPOSED UNIFORMLY THROUGHOUT.

12. PROTECT ALL REINFORCING WITH ANTI-CORROSIVE COATING.

DELAMINATION OR SHALLOW SPALLED

CONCRETE REPAIR

SPALLED CONCRETE AND REBAR

REPAIR

GENERAL NOTE:THIS DRAWING DEPICTS GENERAL

REPAIR METHODS. FURTHER INFORMATION MAY

BE GIVEN FOR INDIVIDUAL REPAIRS.

SPALL LIMITS, SEE NOTE 1

NO ABRUPT TRANSITIONS IN

REPAIR THICKNESS, TYP.

NOT TO SCALE

5. WHEN REQUIRED, PRIME SURFACES PREPARED TO RECEIVE REPAIR MATERIAL WITH GROUT.

6 PLACE, CONSOLIDATE AND FINISH CEMENT-BASED REPAIR MATERIAL.

NOT TO SCALE

2. MAKE A PERPENDICULAR SAW CUT AT LEAST 2" DEEP, BUT NO DEEPER THAN THE REINFORCING STEEL, A MINIMUM OF 1" OUTSIDE THE AREA TO BE REPAIRED. THE PERIMETER SAW CUT SHALL HAVE NO ANGLES LESS THAN 90 DEGREES.

3. IF CONCRETE REMOVAL AROUND EXPOSED REINFORCING STEEL IS REQUIRED, USE CHIPPING HAMMERS NO LARGER THAN 15 POUNDS, ABRASIVE WATER CUTTING, OR HIGH-PRESSURE WATER FOR REMOVAL.

10. WHEN REQUIRED, PRIME SURFACES PREPARED TO RECEIVE REPAIR MATERIAL WITH GROUT.

11. PLACE, CONSOLIDATE, AND FINISH CEMENT-BASED REPAIR MATERIAL.

NO ABRUPT TRANSITIONS IN

REPAIR THICKNESS, TYP.

EXISTING CRACK

GRIND INJECTION VALVES FLUSH

WITH SURFACE, SEE NOTE 2

CLEAN AND PREPARE

CRACK, SEE NOTE 1

AND 2

CRACK SURFACE SEALER

GROUT INJECTION VALVE

EXISTING CONCRETE

NOTES:

1. CLEAN EACH CRACK OF DUST, DIRT, LOOSE CONCRETE AND UNSOUND MATERIAL BY VACUUMING OR

FLUSHING WITH WATER AND ALLOWING TO DRY TO REMOVE FREE WATER IN THE CRACK.

2. INSTALL INJECTION VALVES IN HOLES DRILLED WITH A HOLLOW CORE BIT AT BOTH ENDS OF EACH

3. THE CRACK SHALL BE FILLED WITH CRACK SURFACE SEALER ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS. THE CONTRACTOR SHALL EXERCISE CARE SO THAT THE INJECTION VALVES

ARE SEATED INTO THE DRILLED HOLES IN SUCH A MANNER THAT THE INJECTION VALVES ARE NOT

OBSTRUCTED BY THE CRACK SURFACE SEALER.

NOTES:

2. AFTER CRACK INJECTION EPOXY HAS HARDENED AND CURED GRIND VALVES OFF FLUSH WITH

CONCRETE SURFACE. COAT AREAS OF VALVES WITH CRACK SURFACE SEALER AND ALLOW TO

HARDEN AND CURE.

NOT TO SCALE

TYPICAL CONCRETE CRACK REPAIR BY

INJECTION

CRACK, AT THE JUNCTION OF TWO CRACKS, AND ALONG THE LENGTH OF EACH CRACK AT INTERVALS

APPROPRIATE FOR CRACK SIZE, NOT TO EXCEED 18 INCHES. FILL CRACK BETWEEN VALVES WITH

CRACK SURFACE SEALER.

4. AFTER CRACK SURFACE SEALER HAS HARDENED AND CURED, PUMP EPOXY INTO VALVE AT ONE END

OF CRACK. FOR VERTICAL SURFACES START AT LOWEST VALVE AND WORK UPWARDS. AS CRACK

SEALER APPEARS AT NEXT VALVE, PINCH PUMPING VALVE CLOSED AND MOVE TO NEXT VALVE AND

COMMENCE PUMPING. CONTINUE PROCEDURE UNTIL OTHER END OF CRACK IS REACHED.

1. THE CRACK INJECTION EPOXY SHALL BE ALLOWED TO SET AS RECOMMENDED BY THE

MANUFACTURER BEFORE REMOVAL OF THE INJECTION VALVES.

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