A22 - REFERENCE - B5CLKTWR202002-PLAN_SET_CONTRACT-2021-08-24.pdf

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

®of Engineers

US Army Corps

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ISSUE DATE: AUGUST 2021

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

CROSSOVER/BASEMENT REMODEL

ROCK ISLAND, IL

CLOCK TOWER COMPLEX

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

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B5MATOC1901

W912EK21F0051

of Engineers

US Army Corps

W912EK21D0024MATOC FACILITY CONSTRUCTION CONTRACT -

FIR

E LANE

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H12

SCALE: NTS

PROJECT LOCATION

PERFORMED.

CORRESPONDING SHEETS, BUT MAY BE REQUIRED FOR WORK TO BE

28. DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR

WORK PER PRODUCT MANUFACTURER'S STANDARDS.

PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL 27.

SIMILAR WHICH COULD TRIGGER A FALSE ALARM.

WORK AREAS AS NEEDED DURING WORK THAT GENERATES DUST, HEAT, OR

THE CONTRACTOR MUST PROTECT SMOKE DETECTORS WITHIN AND NEAR THE 26.

DUST AND DEBRIS IS TO BE CLEANED FROM THE WORK AREAS ON A DAILY BASIS. 25.

AREAS ARE NOT ALLOWED.

RADIOS AND SIMILAR DEVICES WHICH CAN BE HEARD OUTSIDE OF THE WORK 24.

NON-BUSINESS HOURS.

EM 385-1-1 TABLE 5-4 MUST BE DONE OUTSIDE OF THE BUILDING OR DURING

WORK THAT GENERATES NOISE ABOVE THE EXPOSURE LIMITS AS SPECIFIED IN 23.

COMPLEX.

WORK AREAS AND BETWEEN PORTIONS OF THE CLOCK TOWER BUILDING

OCCUPANTS HAVE ACCESS TO RESTROOMS AND CIRCULATION PATHS WITHIN

CONSTRUCTION. CONTRACTOR TO TAKE MEASURES TO ENSURE BUILDING

BUILDING IS OCCUPIED AND WILL REMAIN OCCUPIED THROUGHOUT 22.

PROCEDURES.

THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND 21.

THE EXTERIOR DOOR WITH THE CONTRACTING OFFICER.

COORDINATE THE SCHEDULE AND METHODS PLANNED FOR REPLACEMENT OF

THE CLOCK TOWER ANNEX BUILDING MUST REMAIN SECURE AT ALL TIMES.20.

HOLIDAYS.

GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT

REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE CLOSED ON

COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S

THROUGH FRIDAY HOURS OUTSIDE THE NORMAL RANGE REQUIRES

NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0600-1700, MONDAY 19.

OCCUPANTS.

CONDITIONS EXIST FOR BOTH THE CONTRACTOR AND THE BUILDING

SHALL IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE

NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. THE CONTRACTOR

SERVICE INTERRUPTION SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE

INTERRUPTED FOR MORE THAN 4 HOURS. ALL WORK REQUIRING ELECTRICAL

THE BUILDING IS NOT OCCUPIED. ELECTRICAL SERVICE MUST NOT BE

ELECTRICAL SERVICE INTERRUPTIONS MUST BE SCHEDULED FOR TIMES WHEN 18.

TOWER BASEMENT.

CONTRACTOR WILL BE PERMITTED THE USE OF RESTROOMS IN THE CLOCK 17.

CLOCK TOWER COMPLEX ACROSS FROM ROCK ISLAND AVENUE.

PARKING WILL BE PERMITTED IN PARKING LOT TO THE SOUTHEAST OF THE 16.

[1039]). NO CONTRACTOR TRAILER WILL BE ALLOWED ON-SITE.

BUILDING BASEMENT FOR USE DURING THE PROJECT (EXISTING COPIER ROOM

CONTRACTOR WILL BE PROVIDED AN OFFICE AREA WITHIN THE CLOCK TOWER 15.

WITHIN THE BUILDING.

CONTRACTOR IS ALLOWED TO USE THE UTILITIES AVAILABLE ON THE SITE AND 14.

ORIGINAL CONDITION AT THE CONTRACTOR’S EXPENSE.

CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR BACK TO THEIR

DAMAGE TO EXISTING CONSTRUCTION, FINISHES, OR FEATURES BY THE

EXISTING FLOORING, FURNITURE, AND FINISHES THAT ARE TO REMAIN IN PLACE.

CONTRACTOR IS RESPONSIBLE TO PROVIDE PROTECTION MEASURES FOR 13.

HAZARDOUS MATERIALS.

ENVIRONMENTAL TESTING REPORTS LISTING OF CONFIRMED AND PRESUMED

FEDERAL, STATE, AND LOCAL LAWS. SEE SPECIFICATION SECTION 00 73 05 FOR

DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH APPLICABLE

AFFECTED AREA AND CONTACT THE CONTRACTING OFFICER. HANDLE AND

ENVIRONMENTAL TESTING REPORTS, STOP WORK IMMEDIATELY IN THE

PROJECT WHICH IS NOT COVERED IN THE SPECIFICATIONS, DRAWINGS, OR

IF ANY SUSPECTED HAZARDOUS MATERIAL IS DISCOVERED DURING THE 12.

MUST BE OPEN.

OFF-SITE. THE CONTAINER MUST BE LOCATED MIN 32' FROM THE BUILDING AND

BY THE CONTRACTING OFFICER. ALL DEBRIS MATERIALS MUST BE DISPOSED OF

STORE DEBRIS IN A PROPER REFUSE CONTAINER AT THE SITE WHERE DIRECTED11.

AND STRUCTURES AS NECESSARY TO FACILITATE WORK.

CONTRACTOR SHALL PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, 10.

SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON DRAWINGS.

DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR 9.

NECESSARY OR IMPLIED THEREIN.

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS

THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE 8.

PRECEDENCE OVER SPECIFICATIONS.

THESE TO THEIR SUBMITTAL REGISTER. PRODUCTS LISTED ON DRAWINGS TAKE

SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD

ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS 7.

CONDITION.

THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF 6.

DOCUMENTS.

PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL

THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE 5.

EQUIPMENT MUST BE FIELD VERIFIED BY THE CONTRACTOR.

ALL DIMENSIONS, ELEVATIONS, AND EXISTING UTILITIES, FACILITIES, AND 4.

WITH OTHERS" FOR CONTACT INFORMATION.

ADVANCE. SEE SPECIFICATION SECTION 00 73 05, PARAGRAPH "COORDINATION

CONDITIONS AFFECTING THE WORK. SITE VISITS MUST BE SCHEDULED IN

THE EXISTING CONDITIONS AND THE EXTENT OF ALL OBSTACLES AND/OR

BIDDERS ARE ENCOURAGED TO VISIT THE PROJECT LOCATION TO FIELD VERIFY 3.

PRIOR TO PROCEEDING WITH THE WORK.

SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R.

DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE

MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE

INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF

WHICH THE CONTRACTOR IS EMPLOYED. WORK SHALL CONFORM TO APPLICABLE

ORDINARY SKILL, COMPETENCY, AND STANDING IN THE PARTICULAR TRADE FOR

SKILL, EFFICIENCY AND KNOWLEDGE THAT IS POSSESSED BY THOSE OF

ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER USING THE DEGREE OF 2.

UTILITIES.

INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS REGARDING TEMPORARY

ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1,

PRACTICES. THE CONTRACTOR IS ALSO REQUIRED TO FOLLOW THE CORPS OF

REGULATIONS, MANUFACTURER'S INSTRUCTIONS, AND STANDARD INDUSTRY

WORK IS TO BE DONE IN ACCORDANCE WITH FEDERAL CODES AND 1.

GENERAL NOTES

COMPLEX

CLOCK TOWER BUILDING

PERFORMED

LOCATION OF WORK TO BE

LOCATION OF CONTRACTOR STAGING AREA

SOUTH ANNEX

NORTH ANNEX

BUILDING

CLOCK TOWER

CROSSOVER

PARKING LOCATION

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON

SECTION CALL OUT DIRECTION OF SECTION CUT

SHEET ID, ELEVATION IS ON

GRID SPACE ELEVATION IS LOCATED

DIRECTION OF ELEVATION

PLAN NORTH

TRUE NORTH

GRAPHIC SCALETEXT SCALE

LOWER LEFT CORNER

AREA TITLE STARTS IN REFERENCE TO

LOCATION ON THE GRID THE DETAIL

INDICATOR IS FOUND ON THE SHEET

WHERE THE SECTION/DETAIL

THIS POINTS TO THE GRID LOCATION

INDICATOR IS FOUND

SHEET WHERE THE

THIS POINTS TO THE FIRST

NOTES SPECIFIC TO THIS DRAWING AREA TITLE

DRAWING AREA TITLE:

X#

SCALE: 1"=1'

DRAWING AREA TITLE

NORTH

PLAN

X-###

X#

NOTE:

0 1' 2'6"

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ABBREVIATIONS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTING OFFICER'S REPRESENTATIVECOR

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

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

COURSE(S)CRS

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

WITHOUTW/O

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

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

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

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

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

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

POLE; PAINTP

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 CLOSED; NO CHANGENC

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

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

KILOMETERkm

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

FRAMINGFRMG

NOT ALL ABBREVIATIONS SHOWN WILL BE USED IN THE DRAWING SET

GENERAL NOTE:

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SERVER ROOM

ACE-IT

2149D

OPEN OFFICE

OFFICE

2149B

CROSSOVER

FOYER/

TUNNEL

CROSSOVER

WOMENS

MENS

CORRIDOR

OPEN OFFICE

CORRIDOR

A N

S I

D

C O

N T

R A

C T

C R

O S

S O

V E

R /B

A S

E M

E N

T R

E M

O D

E L

R O

C K I S

L A

N D

IL

C L

O C

K T

O W

E R C

O M

P L E

X

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

/0

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

A R

T E

K

D E

M O

L

IT

IO

N

F L

O O

R P

L A

N

A N

N E

X A

N D C

R O

S S

O V

E R

AD101

B .H

A R

T M

A N

C .T

IL

L B

E

G

E

K

D

B

C L

K T

W R

S .B

O T

H E

M A

T O

C

W E

K F

A1

SCALE: 1/8"=1'-0"

ANNEX AND CROSSOVER FIRST FLOOR PLAN DEMOLITION

0 8'4' 16'

NORTH

PLAN

SHEET KEYNOTES

EXTINGUISHER FOR REINSTALLATION.

REMOVE FIRE EXTINGUISHER AND DEMOLISH HOOK. SAVE FIRE 8.

FOR NEW HANDRAILS TO BE INSTALLED.

ENTIRETY. REPAIR/PATCH SUB-FLOORING AND WALL FINISHES AS REQUIRED

DEMOLISH EXISTING HAND RAILS, BRACKETS, ANCHORS, ETC. IN THEIR 7.

FLOOR FOR INSTALLATION OF NEW FLOOR AND TREAD FINISH.

DEMOLISH VINLY STAIR TREADS, INCLUDING ADHESIVES. PREPARE SUB-6.

REQUIREMENTS WITH GOVERNMENT DURING CONSTRUCTION.

THROUGHOUT CONSTRUCTION. COORDINATE COVER AND ACCESS

CONSTRUCTION ACTIVITIES. FLOOR RACK TO REMAIN OPERATIONAL

PROTECT SERVER RACK AND I.T. EQUIPMENT/FURNITURE/CABINETS DURING 5.

INSTALLATION OF EXISTING VINYL BASE.

INSTALLATION OF NEW FLOORING AND WALLS FOR RE-

ADHESIVES AS REQUIRED. PREPARE SUB-FLOOR FOR

STORE FOR FUTURE RE-INSTALLATION. REMOVE EXISTING

DEMOLISH VINYL TILE FLOORING. REMOVE VINYL BASE AND 4.

VINYL WALL BASE.

FLOORING AND WALLS FOR RE-INSTALLATION OF EXISTING

AS REQUIRED. PREPARE SUB-FLOOR FOR RE-INSTALLATION OF

FOR FUTURE RE-INSTALLATION. REMOVE EXISTING ADHESIVES

REMOVE CARPET TILE FLOORING AND VINYL WALL BASE, STORE 3.

RIGHT OF REFUSAL PRIOR TO DISPOSAL.

MAY NOT BE DEPICTED IN ITS ENTIRETY. GOVERNMENT RETAINS FIRST

REMAINING IN AREAS OF WORK. EXTENT OF FURNITURE TO BE REMOVED

DEMOLISH ALL EXISTING FREE STANDING AND MODULAR FURNITURE 2.

CIRCUITING IN THE WALLS TO BE REMOVED BACK TO NEAREST SOURCE.

INTEGRAL DOORS AND WINDOWS (WHERE PRESENT). ANY ELECTRICAL

REMOVE DEMOUNTABLE PARTITION WALLS IN THEIR ENTIRETY, INCLUDING 1.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

MECHANICAL, HVAC, ETC. WITH RESPECTIVE DISCIPLINES.

COORDINATE WORK REQUIRED/RELATED TO ELECTRICAL, LIGHTING, 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR DEMOLITION.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

MATCH LINE

1 1

2 2

5 4

OPEN OFFICE

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

OPEN OFFICE

CORRIDOR

TUNNEL

CROSSOVER

OFFICE

1002A

OFFICE

1006A

OFFICE

1036C

OFFICE

1036B

OFFICE

1036D OFFICE

1036A

UNION

CREDIT

OPEN OFFICE

ROOM

CONFERENCE

MECHANICAL

MECHANICAL

1002A

ELEVATOR

ROOM

MAIL

CONTROL

SPRINKLER

MENS

WOMENS

MECH.

VEST.

ELEC.

MATERN.

BREAK ROOM

VENDING/

MECHANICAL

1022H

OFFICE

MICROFICHE

1022C

RISER

FIRE

1022B

LIBRARY

CONFERENCE

SMALL

1022F

OFFICE

1015A

COPIER

STAIRS

OPEN OFFICE

OFFICE

1007A

OFFICE

A N

S I

D

C O

N T

R A

C T

C R

O S

S O

V E

R /B

A S

E M

E N

T R

E M

O D

E L

R O

C K I S

L A

N D

IL

C L

O C

K T

O W

E R C

O M

P L E

X

M

IS

S

IS

S

IP

P I

R

IV

E R B

A S

IN

/0

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

A R

T E

K

D E

M O

L

IT

IO

N

F L

O O

R P

L A

N

C L

O C

K T

O W

E R B

A S

E M

E N

T

AD102

B .H

A R

T M

A N

C .T

IL

L B

E

E

K

D

B

C L

K T

W R

S .B

O T

H E

M A

T O

C

W E

K F

A1

SCALE: 1/8"=1'-0"

CLOCK TOWER BASEMENT FLOOR PLAN DEMOLITION

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

N.I.C.

N.I.C.

M A

T C

H L

IN

E

SHEET KEYNOTES

INSTALLATION OF EXISTING VINYL BASE.

INSTALLATION OF NEW FLOORING AND WALLS FOR RE-

ADHESIVES AS REQUIRED. PREPARE SUB-FLOOR FOR

STORE FOR FUTURE RE-INSTALLATION. REMOVE EXISTING

DEMOLISH CARPET TILE FLOORING. REMOVE VINYL BASE AND 14.

INSTALLATION OF EXISTING VINYL BASE.

INSTALLATION OF NEW FLOORING AND WALLS FOR RE-

ADHESIVES AS REQUIRED. PREPARE SUB-FLOOR FOR

STORE FOR FUTURE RE-INSTALLATION. REMOVE EXISTING

DEMOLISH VINYL TILE FLOORING. REMOVE VINYL BASE AND 13.

PIPING AND DEMOLISH. REPLACE SINK TO MATCH EXISTING.

DISCONNECT EXISTING SINK FROM EXISTING CWS, HWS, AND SANITARY 12.

ENTIRETY.

DEMOLISH CASEWORK (BASE/UPPER CABINETRY) AND COUNTERTOP IN ITS 11.

REMOVE EXISTING ICE MACHINE AND STORE FOR FUTURE REINSTALLATION.10.

MACHINES AS REQUIRED.

VENDING MACHINE SUPPLIER TO REMOVE/RELOCATE/REINSTALL VENDING

CONTRACTOR TO COORDINATE WITH C.O.R., FACILITIES MANAGER AND 9.

COVERS AS REQUIRED.

DEMOLISH TRENCH COVERS, PREPARE EXISTING TRENCH TO RECEIVE NEW 8.

DEMOLITION/INSTALLATION OF FLOORING AS REQUIRED.

GOVERNMENT DURING CONSTRUCTION. CONTRACTOR TO PHASE

THROUGHOUT CONSTRUCTION. COORDINATE COVER REQUIREMENTS WITH

ACTIVITIES. ROLLING STACK SHELVING TO REMAIN OPERATIONAL

SHELVING AND THE CONTENTS THEREOF DURING CONSTRUCTION

EXISTING ROLLING STACK SHELVING TO REMAIN. PROTECT ROLLING STACK 7.

HANDRAILS TO BE INSTALLED.

ENTIRETY. REPAIR/PATCH WALL FINISHES AS REQUIRED FOR NEW

DEMOLISH EXISTING HAND RAILS, BRACKETS, ANCHORS, ETC. IN THEIR 6.

RIGHT OF REFUSAL PRIOR TO DISPOSAL.

MAY NOT BE DEPICTED IN ITS ENTIRETY. GOVERNMENT RETAINS FIRST

REMAINING IN AREAS OF WORK. EXTENT OF FURNITURE TO BE REMOVED

DEMOLISH ALL EXISTING FREE STANDING AND MODULAR FURNITURE 5.

FRAME OPENING.

DEMOLISH AREA OF STUD PARTITION AS REQUIRED FOR NEW DOOR AND 4.

DEMOLISH INTERIOR WINDOW IN ITS ENTIRETY.3.

GOVERNMENT.

DEMOLISH DOOR AND FRAME IN ITS ENTIRETY. RETURN HARDWARE TO 2.

SMOOTH FINISH.

HOLES REMAINING IN FLOOR SLAB AND ADJACENT WALLS TO PROVIDE A

DEMOLISH STUD PARTITION IN ITS ENTIRETY (SHOWN DASHED). PATCH 1.

TO ELECTRICAL, MECHANICAL, PLUMBING, ETC.

REFER TO RESPECTIVE DISCIPLINE SHEETS FOR WORK REQUIRED/RELATED 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR DEMOLITION.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

2 2

3'-4" ±4'-5"

5 5 5

7 7

14 14

B

C

D

E

F

G

H

J

K

L

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N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DeSDdSDcS

D c

S D d S

D e

S h S

A N

S I

D

C O

N T

R A

C T

C R

O S

S O

V E

R /B

A S

E M

E N

T R

E M

O D

E L

R O

C K I S

L A

N D

IL

C L

O C

K T

O W

E R C

O M

P L E

X

M

IS

S

IS

S

IP

P I

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IV

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A S

IN

/0

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

A R

T E

K

D E

M O

L

IT

IO

N

C E

IL

IN

G P

L A

N

A N

N E

X A

N D C

R O

S S

O V

E R

AD103

B .H

A R

T M

A N

C .T

IL

L B

E

E

K

D

B

C L

K T

W R

S .B

O T

H E

M A

T O

C

W E

K F

A1

SCALE: 1/8"=1'-0"

ANNEX AND CROSSOVER FIRST FLOOR CEILING PLAN DEMOLITION

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

MATCH LINE

SHEET KEYNOTES

REQUIREMENTS WITH GOVERNMENT DURING CONSTRUCTION.

THROUGHOUT CONSTRUCTION. COORDINATE COVER AND ACCESS

CONSTRUCTION ACTIVITIES. FLOOR RACK TO REMAIN OPERATIONAL

PROTECT SERVER RACK AND I.T. EQUIPMENT/FURNITURE/CABINETS DURING 4.

PIPING. RE-INSTALL AFTER STEAM PIPE HAS BEEN REMOVED

ACCESSORIES AS REQUIRED FOR REMOVAL OF EXISTING STEAM

REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID, AND 3.

FOR FUTURE RE-INSTALLATION/RE-CONFIGURATION.

PLUMBING, FIRE PROTECTION WORK/RE-CONFIGURATION. SAVE

ACCESSORIES AS REQUIRED FOR MECHANICAL, ELECTRICAL,

REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID, AND 2.

PROTECTION, ETC.

WORK/DEMOLITION OF ELECTRICAL, MECHANICAL, PLUMBING, FIRE

ENTIRETY. REFER TO RESPECTIVE DISCIPLINE SHEETS FOR EXTENT OF

DEMOLISH ACOUSTICAL CEILING TILE, GRID, AND ALL ACCESSORIES IN THEIR 1.

TO ELECTRICAL, LIGHTING, MECHANICAL, HVAC, ETC.

REFER TO RESPECTIVE DISCIPLINE SHEETS FOR WORK REQUIRED/RELATED 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR DEMOLITION.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

SERVER ROOM

ACE-IT

2149D

OPEN OFFICE

CORRIDOR

OPEN OFFICE

CORRIDOR

MENS

OPEN OFFICE

2149B

OFFICE

WOMENS

CROSSOVER

FOYER/

TUNNEL

CROSSOVER

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

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D R

A W

N B

Y

D E

S

IG

N E

D B

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C O

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R A

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S O

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IT

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S

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A T

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S

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M A

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IP

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

OPEN OFFICE

CORRIDOR

TUNNEL

CROSSOVER

OFFICE

1002A

OFFICE

1006A

OFFICE

1036C

OFFICE

1036B

OFFICE

1036D OFFICE

1036A

UNION

CREDIT

OPEN OFFICE

ROOM

CONFERENCE

MECHANICAL

MECHANICAL

1002A

ELEVATOR

ROOM

MAIL

CONTROL

SPRINKLER

MENS

WOMENS

MECH.

VEST.

ELEC.

MATERN.

BREAK ROOM

VENDING/

MECHANICAL

1022H

OFFICE

MICROFICHE

1022C

RISER

FIRE

1022B

LIBRARY

CONFERENCE

SMALL

1022F

OFFICE

1015A

COPIER

STAIRS

OPEN OFFICE

OFFICE

1007A

OFFICE

pS gS iS jS hS cS fS m S k S l S pS m S

S

S

S

S

S S

OSS

S S

S S

S

SS

SS

S

S

S

A N

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K

D

B

C L

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S .B

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M A

T O

C

W E

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A1

SCALE: 1/8"=1'-0"

CLOCK TOWER BASEMENT CEILING PLAN DEMOLITION

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

N.I.C.

N.I.C.

M A

T C

H L

IN

E

SHEET KEYNOTES

DEMOLITION/INSTALLATION OF FLOORING AS REQUIRED.

GOVERNMENT DURING CONSTRUCTION. CONTRACTOR TO PHASE

THROUGHOUT CONSTRUCTION. COORDINATE COVER REQUIREMENTS WITH

ACTIVITIES. ROLLING STACK SHELVING TO REMAIN OPERATIONAL

SHELVING AND THE CONTENTS THEREOF DURING CONSTRUCTION

EXISTING ROLLING STACK SHELVING TO REMAIN. PROTECT ROLLING STACK 2.

PROTECTION, ETC.

WORK/DEMOLITION OF ELECTRICAL, MECHANICAL, PLUMBING, FIRE

ENTIRETY. REFER TO RESPECTIVE DISCIPLINE SHEETS FOR EXTENT OF

DEMOLISH ACOUSTICAL CEILING TILE, GRID, AND ALL ACCESSORIES IN THEIR 1.

TO ELECTRICAL, LIGHTING, MECHANICAL, HVAC, ETC.

REFER TO RESPECTIVE DISCIPLINE SHEETS FOR WORK REQUIRED/RELATED 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR DEMOLITION.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

42'-7 3/16 "

/8

7'-2"

/4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

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F

G

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®of Engineers

US Army Corps

U .S

A R

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D

B

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M A

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W E

K F

A1

SCALE: 1/8"=1'-0"

ANNEX AND CROSSOVER FIRST FLOOR PLAN NEW WORK

0 8'4' 16'

NORTH

PLAN

N.I.C.

12'-3" 12'-3" 12'-3" 12'-2 3/4 "

2184A 2184B 2184C 2183A

N.I.C.

MATCH LINE

SHEET KEYNOTES

EXTINGUISHER.

NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET. INSTALL EXISTING 10.

INSTALL NEW VINYL STAIR TREADS9.

REFER SHEET A-201

INSTALL NEW STACKED STONE WALL FINISH OVER EXISTING PLANTER WALLS, 8.

INSTALL NEW CORNER GUARD, TOP OF WALL BASE TO CEILING.7.

TILES AND EXTEND 12" BEYOND WALLS AT LOCATIONS OF PRIVATE OFFICES.

INSTALL 6" THICK SOUND ATTENUATION BATT INSULATION OVER ALL CEILING 6.

EXISTING STEEL DOOR AND FRAME. PAINT DOOR AND FRAME.5.

EXISTING WOOD DOOR AND STEEL FRAME. CLEAN DOOR AND PAINT FRAME.4.

ELEVATIONS, SHEET A-201, FOR FURTHER DETAIL

REQUIRED. FOLLOW SLOPE OF RAMPS AT 3'-0" A.F.F. REFER INTERIOR

NEW HAND/GUARD RAILS. PROVIDE/INSTALL BRACKETS, ANCHORS, ETC. AS 3.

REQUIREMENTS WITH GOVERNMENT DURING CONSTRUCTION.

THROUGHOUT CONSTRUCTION. COORDINATE COVER AND ACCESS

CONSTRUCTION ACTIVITIES. FLOOR RACK TO REMAIN OPERATIONAL

PROTECT SERVER RACK AND I.T. EQUIPMENT/FURNITURE/CABINETS DURING 2.

SOUND ATTENUATION BATT INSULATION.

EACH SIDE SECURED TO UNDERSIDE OF CEILING GRID. INSULATE WITH

NEW WALL OF 3-5/8" METAL STUDS AT 16" O.C. WITH 5/8" TYPE-X GYP. BD. 1.

REFER SHEET A-601 FOR ROOM FINISH SCHEDULE9.

OF REMOVED WALLS OR NEW CONSTRUCTION ABUTTING EXISTING.

PATCH AND RE-FINISH GYP. BD. AT ALL LOCATIONS AS REQUIRED AT AREAS 8.

BY ELECTRICAL/MECHANICAL NEW WORK OR DEMOLITION.

PATCH AND RE-FINISH GYP. BD. PARTITIONS AT ALL LOCATIONS AS REQUIRED 7.

PURPOSES ONLY, NOT IN CONTRACT.

FURNITURE AND EQUIPMENT SHOWN COORDINATION/ REFERENCE 6.

MECHANICAL, HVAC, ETC. WITH RESPECTIVE DISCIPLINES.

COORDINATE WORK REQUIRED/RELATED TO ELECTRICAL, LIGHTING, 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

CONSTRUCTION.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR NEW 2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

W1 W3W2W1

NEW CORNER GUARD

NEW DOOR

NEW WINDOW/SIDELITE

NEW WALL OR FURRING

WINDOW REFERENCE

DOOR REFERENCE

FLOOR PLAN LEGEND

W1

3'-8 1/16 "

3'-8"

7"

3'-4"

1'-5"10'-8"8'-10"7'-2"5'-10"10'-4"5'-2"10'-8"1'-9 11/16 "

SERVER ROOM

ACE-IT

2149D

OFFICE

2184A

OFFICE

2184B

OFFICE

2184C

OFFICE

2183A

OPEN OFFICE

CORRIDOR

OPEN OFFICE

MENS

WOMENS

CORRIDOR

OPEN OFFICE

73'-1 3/4 "

6 6

2149B

OFFICE

8 9

/1

/4

A-401

A1

B

C

D

E

F

G

H

J

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L

M

N

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D B

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M A

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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FRIG

M

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V E

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FRIGMAKER

ICE

M.W.

ATM

P R

N T

P R

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T V

T V

OPEN OFFICE

OPEN OFFICE

CORRIDOR

TUNNEL

CROSSOVER

OFFICE

1002B

OFFICE

1002C

OFFICE

1036C

OFFICE

1036B

OFFICE

1036D

OFFICE

1036A

OFFICE

1036E

OPEN OFFICE

ROOM

CONFERENCE

MECHANICAL

MECHANICAL

1002A

ELEV.

ROOM

MAIL

CONTROL

SPRINKLER

MENS

WOMENS

MECH.

VEST.

ELEC.

MATERN.

BREAK ROOM

VENDING/

MECHANICAL

1022H

OPEN OFFICE

OFFICE

1022F

MICROFICHE

TRAINING/

1022C

RISER

FIRE

1022B

LIBRARY

CONFERENCE

SMALL

1022G

COPIER

STAIRS

A N

S I

D

C O

N T

R A

C T

C R

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S O

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A S

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B .H

A R

T M

A N

C .T

IL

L B

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E

K

D

B

C L

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W R

S .B

O T

H E

M A

T O

C

W E

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A1

SCALE: 1/8"=1'-0"

CLOCK TOWER BASEMENT FLOOR PLAN NEW WORK

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

N.I.C.

14'-1"9'-3 1/16 "

/2

10'-11"

13'-3 7/16 "

10'-4 3/4 " 1002B 1002C

1036D

1036C 1036B 1036A

1022G

1022F

1036E

M A

T C

H L

IN

E

±7'-7 1/16 "4'-0"

SHEET KEYNOTES

SANITARY PIPING.

INSTALL NEW SINK AND FAUCET AND CONNECT TO EXISTING CWS, HWS, AND 14.

REQUIRED.

INSTALL NEW CEILING MOUNTED TV, COORD. W/ ELECTRICAL/TELECOM AS 13.

TRIM, ETC. AS REQUIRED FOR HOMOGENOUS FINISH

INFILL EXISTING OPENING WITH STUD FRAMING, GYP. BD., PAINT, TRIM, BASE 12.

FILL/REPAIR CONCRETE FLOOR AS REQUIRED FOR NEW FINISH11.

MACHINE COMPANY TO RE-INSTALL VENDING MACHINES AS REQUIRED

LOCATIONS. CONTRACTOR TO COORDINATE WITH C.O.R. AND VENDING

RE-INSTALL EXISTING VENDING AND ICE MACHINES AT PRIOR EXISTING 10.

INSTALL NEW CASEWORK, REF. INTERIOR ELEVATIONS9.

INSTALL NEW TRENCH COVERS WITH FLOORING TO MATCH ADJACENT FINISH.8.

INSTALL NEW CORNER GUARD, TOP OF WALL BASE TO CEILING.7.

TILES AND EXTEND 12" BEYOND WALLS AT LOCATIONS OF PRIVATE OFFICES.

INSTALL 6" THICK SOUND ATTENUATION BATT INSULATION OVER ALL CEILING 6.

EXISTING STEEL DOOR AND FRAME. PAINT DOOR AND FRAME.5.

EXISTING WOOD DOOR AND STEEL FRAME. CLEAN DOOR AND PAINT FRAME.4.

ELEVATIONS, SHEET A-201, FOR FURTHER DETAIL

REQUIRED. FOLLOW SLOPE OF RAMPS AT 3'-0" A.F.F. REFER INTERIOR

NEW HANDRAILS. PROVIDE/INSTALL BRACKETS, ANCHORS, ETC. AS 3.

DEMOLITION/INSTALLATION OF FLOORING AS REQUIRED.

GOVERNMENT DURING CONSTRUCTION. CONTRACTOR TO PHASE

THROUGHOUT CONSTRUCTION. COORDINATE COVER REQUIREMENTS WITH

ACTIVITIES. ROLLING STACK SHELVING TO REMAIN OPERATIONAL

SHELVING AND THE CONTENTS THEREOF DURING CONSTRUCTION

EXISTING ROLLING STACK SHELVING TO REMAIN. PROTECT ROLLING STACK 2.

WITH SOUND ATTENUATION BATT INSULATION.

EACH SIDE SECURED TO UNDERSIDE OF FLOOR FRAMING ABOVE. INSULATE

NEW WALL OF 3-5/8" METAL STUDS AT 16" O.C. WITH 5/8" TYPE-X GYP. BD. 1.

REFER SHEET A-601 FOR ROOM FINISH SCHEDULE9.

OF REMOVED WALLS OR NEW CONSTRUCTION ABUTTING EXISTING.

PATCH AND RE-FINISH GYP. BD. AT ALL LOCATIONS AS REQUIRED AT AREAS 8.

BY ELECTRICAL/MECHANICAL NEW WORK OR DEMOLITION.

PATCH AND RE-FINISH GYP. BD. PARTITIONS AT ALL LOCATIONS AS REQUIRED 7.

PURPOSES ONLY, NOT IN CONTRACT.

FURNITURE AND EQUIPMENT SHOWN COORDINATION/ REFERENCE 6.

MECHANICAL, HVAC, ETC. WITH RESPECTIVE DISCIPLINES.

COORDINATE WORK REQUIRED/RELATED TO ELECTRICAL, LIGHTING, 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

CONSTRUCTION.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR NEW 2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

NEW CORNER GUARD

NEW DOOR

NEW WINDOW/SIDELITE

NEW WALL OR FURRING

DOOR REFERENCE

FLOOR PLAN LEGEND

4 4

10 11

LVT

CRPT

LVT FLOORING

DIRECTION OF

12'-0"

12'-4 7/8 "

A-201

A7

A-201

E1

A-201

A1

A-201

A12

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

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O

S O

L

IC

IT

A T

IO

N N

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IS

S

U E D

A T

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S

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M A

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D E

S C

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IP

T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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A N

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C O

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R A

C T

C R

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A S

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M A

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W E

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A1

SCALE: 1/8"=1'-0"

ANNEX AND CROSSOVER FIRST FLOOR CEILING PLAN NEW WORK

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

MATCH LINE

SERVER ROOM

ACE-IT

2149D

OFFICE

2184A

OFFICE

2184B

OFFICE

2184C

OFFICE

2183A

OPEN OFFICE

CORRIDOR

OPEN OFFICE

MENS

WOMENS

OPEN OFFICE

OFFICE

2149B

CROSSOVER

FOYER/

TUNNEL

CROSSOVER

CORRIDOR

SHEET KEYNOTES

EXISTING CATWALK ABOVE (SHOWN DASHED)7.

PROVIDE HOLD-DOWN CLIPS FOR CEILING TILE6.

TILES AND EXTEND 12" BEYOND WALLS AT LOCATIONS OF PRIVATE OFFICES.

INSTALL 6" THICK SOUND ATTENUATION BATT INSULATION OVER ALL CEILING 5.

INSTALL NEW ACOUSTICAL CEILING TILE, GRID, AND ACCESSORIES.4.

REQUIREMENTS WITH GOVERNMENT DURING CONSTRUCTION.

THROUGHOUT CONSTRUCTION. COORDINATE COVER AND ACCESS

CONSTRUCTION ACTIVITIES. FLOOR RACK TO REMAIN OPERATIONAL

PROTECT SERVER RACK AND I.T. EQUIPMENT/FURNITURE/CABINETS DURING 3.

STEAM PIPING.

ACCESSORIES AS REQUIRED FROM REMOVAL OF EXISTING

RE-INSTALL EXISTING ACOUSTICAL CEILING TILE, GRID, AND 2.

ELECTRICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ETC.

ACCESSORIES. RE-CONFIGURE AS REQUIRED FOR NEW

RE-INSTALL EXISTING ACOUSTICAL CEILING TILE, GRID, AND 1.

INSTALL/RE-INSTALL CEILINGS AT HEIGHTS TO MATCH EXISTING.6.

TO ELECTRICAL, LIGHTING, MECHANICAL, HVAC, ETC.

REFER TO RESPECTIVE DISCIPLINE SHEETS FOR WORK REQUIRED/RELATED 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR NEW WORK.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

1 1

5 5 5 5

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

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K E

D B

Y

D R

A W

N B

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D E

S

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N E

D B

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C O

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R A

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S O

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IC

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A T

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S

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S

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M A

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D E

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IP

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

OPEN OFFICE

OPEN OFFICE

CORRIDOR

TUNNEL

CROSSOVER

OFFICE

1002B

OFFICE

1002C

OFFICE

1036C

OFFICE

1036B

OFFICE

1036D

OFFICE

1036A

OFFICE

1036E

OPEN OFFICE

ROOM

CONFERENCE

MECHANICAL

MECHANICAL

1002A

ELEV.

ROOM

MAIL

CONTROL

SPRINKLER

MENS

WOMENS

MECH.

VEST.

ELEC.

MATERN.

BREAK ROOM

VENDING/

MECHANICAL

1022H

OPEN OFFICE

OFFICE

1022F

MICROFICHE

TRAINING/

1022C

RISER

FIRE

1022B

LIBRARY

CONFERENCE

SMALL

1022G

COPIER

STAIRS

A N

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A-104

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A1

SCALE: 1/8"=1'-0"

CLOCK TOWER BASEMENT CEILING PLAN NEW WORK

0 8'4' 16'

NORTH

PLAN

N.I.C.

N.I.C.

N.I.C.

M A

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IN

E

INSTALL CEILINGS AT HEIGHTS TO MATCH EXISTING.6.

TO ELECTRICAL, LIGHTING, MECHANICAL, HVAC, ETC.

REFER TO RESPECTIVE DISCIPLINE SHEETS FOR WORK REQUIRED/RELATED 5.

PLUMBING, ELECTRICAL, DATA, ETC. AS REQUIRED

VERIFY AND COORDINATE ACCESS REQUIREMENTS FOR MECHANICAL, 4.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 3.

ITEMS SHOWN IN HEAVY LINE WEIGHT ARE IDENTIFIED FOR NEW WORK.2.

DENOTES AREAS AS NOT IN CONTRACT (N.I.C.)1.

GENERAL SHEET NOTES

SHEET KEYNOTES

ABOVE.

WHERE SOUND MAY TRAVEL BETWEEN TOP OF WALL AND FLOOR JOISTS

TILES AND EXTEND 12" BEYOND WALLS AT LOCATIONS OF PRIVATE OFFICES

INSTALL 6" THICK SOUND ATTENUATION BATT INSULATION OVER ALL CEILING 3.

DEMOLITION/INSTALLATION OF FLOORING AS REQUIRED.

GOVERNMENT DURING CONSTRUCTION. CONTRACTOR TO PHASE

THROUGHOUT CONSTRUCTION. COORDINATE COVER REQUIREMENTS WITH

ACTIVITIES. ROLLING STACK SHELVING TO REMAIN OPERATIONAL

SHELVING AND THE CONTENTS THEREOF DURING CONSTRUCTION

EXISTING ROLLING STACK SHELVING TO REMAIN. PROTECT ROLLING STACK 2.

INSTALL NEW ACOUSTICAL CEILING TILE, GRID, AND ACCESSORIES.1.

2 2

11 1

1 1

3 3

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A1

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - BREAK ROOM SOUTH WALL

A7

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - BREAK ROOM NORTH

A12

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - SMALL CONF.

E1

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - MAIL ROOM

E6

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - CROSSOVER FOYER WEST AT RAMP

K9

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - CROSSOVER NORTH

K1

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - CROSSOVER FOYER SOUTH AT STAIR

A .F .F T

Y P

REQUIRED

PROVIDE BLOCKING IN WALLS FOR CABINETS/COUNTERTOP SUPPORT AS 6.

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 5.

AND SHALL FOLLOW EXISTING SLOPE OF RAMPS.

ALL HAND/GUARD RAILS TO BE 36" A.F.F. AND/OR 36" ABOVE TREAD NOSING, 4.

CONSTRUCTED CABINETRY.

MANUFACTURED CABINETS OR AWI PREMIUM QUALITY FOR SHOP

ALL CASEWORK MUST MEET COMMERCIAL KITCHEN STANDARDS FOR 3.

OUT OF LEVEL FLOORS.

REQUIREMENTS. REDUCE TOE KICK HEIGHT IF REQUIRED TO ADJUST FOR

COUNTERTOP HEIGHT MUST BE MAINTAINED AT 34" MAXIMUM TO MEET ADA 2.

THE OTHER EXPOSED CABINET PARTS.

ALL EXPOSED CABINET ENDS TO HAVE VENEER TYPE AND STAIN TO MATCH 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

DUPLEX RECEPTACLE, TYP.27.

PAPER TOWEL DISPENSER (BY OTHERS)26.

SOAP DISPENSER (BY OTHERS)25.

EXISTING CAST CONCRETE CAP TO REMAIN24.

BRACKET SUPPORTS FOR SOLID SURFACE COUNTERTOP23.

RESILIENT BASE22.

RESILIENT NOSING/TRANSITION STRIP21.

MATCH EXISTING DESIGN STANDARD.

SOLID SURFACE COUNTERTOP/SPLASH, DUPONT - CORIAN - COLOR: TO 20.

NEW VINYL STAIR TREADS19.

NEW BASE HEATER COVERS (SHOWN DASHED), REF. MECHANICAL18.

PREPARE EXISTING MASONRY AS REQUIRED TO RECEIVE NEW FINISH.

INSTALL NEW STACKED STONE FINISH OVER EXISTING PLANTER WALLS. 17.

HAND RAIL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.16.

RECOMMENDATIONS.

RAILING W/ MESH INFILL, ANCHOR PER MANUFACTURER'S 15.

EXISTING MAIL BOXES/SLOTS14.

EXISTING ICE MACHINE13.

REFRIGERATOR, N.I.C.12.

WASTE & RECYCLE RECEPTACLE11.

LIGHT RAIL MOLDING, SEE CABINET DETAILS10.

8" WASTE CHUTE9.

UPPER CABINET WITH 1 DOOR AND 2 ADJUSTABLE SHELVES8.

UPPER CABINET WITH 2 DOORS7.

UPPER CABINET WITH 2 DOORS AND 2 ADJUSTABLE SHELVES6.

MATCHING FILLER.

OPEN BASE AREA WITH PANEL SUPPORT FOR COUNTER W/ FINISH TRIM 5.

DUAL MICROWAVE CABINET, SEE CABINET DETAILS4.

BASE CABINET WITH 2 DRAWERS AND 1 ADJUSTABLE SHELF AND 2 DOORS3.

SINK BASE CABINET WITH 2 DOORS2.

BASE CABINET WITH 1 DRAWER AND 1 ADJUSTABLE SHELF AND 1 DOOR1.

2"

2"3'-0"3'-1 1/8 "2'-8"2" 3'-1 1/2 "1'-6 3/4 "

1'-6"3'-0"1'-6"

2"3'-2"2"

2"3'-2"2"

8'-6"

FILLER

FILLERFILLER

5'-8"

1'-6"1'-6"2'-8"

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6'-0"

1 12

1'-6 3/4 "

8 6 8 6

10 10 10

16 15

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11'-8 1/2 "

1 1/2 " MIN. CLEAR, TYP.

6" 6'-9 3/4 " 2"

11"

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1'-0"

4"

6" 2'-9"

3'-3"

6"11'- 1/2 " 4"

2'-2" 6"

2'-8"

6"

3" FROM EDGE AT RAMP

/2

/2

20 20

22 22

2323 23

4'0 2' 8'4'0 2' 8'

4'0 2' 8' 4'0 2' 8'

4'0 2' 8'4'0 2' 8'4'0 2' 8'

EQ. EQ.

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SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - CROSSOVER FOYER WEST AT RAMP

F7

SCALE: 1" = 1'-0"

MICROWAVE CABINET SECTION

ALL SIDES, FINISHED BOTH SIDES

PLYWOOD DOOR W/ EDGE BANDS

3/4" FULL OVERLAY, SHAKER STYLE,

3/4" HARDWOOD STOP FRAME, TYP.

2X4 CONT. SUPPORT

2X4 @ 16" OC

2X4 CONT. SUPPORT

"2

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HANDLE

TOP MOLDING

3/4" PLYWOOD TOP W/ EDGE BAND

3/4" HARDWOOD STOP FRAME, TYP.

PLYWOOD BACK, FINISHED INTERIOR

EDGE BANDS ALL SIDES, TYP. 3

3/4" PLYWOOD SHELF W/

SHELF SUPPORT, TYP. 2

HARDWOOD FRAME, TYP.

ALL SIDES, FINISHED BOTH SIDES

PLYWOOD DOOR W/ EDGE BANDS

3/4" FULL OVERLAY, SHAKER STYLE,

BOTTOM

W/ FINISHED TOP AND

3/4" PLYWOOD SHELF

PLYWOOD BACK, FINISHED INTERIOR

(COORDINATE SIZE AND LOCATION)

RECEPTACLE ACCESS OPENING

BOTTOM

W/ FINISHED TOP AND

3/4" PLYWOOD SHELF

SIDES FINISHED

SHELF SUPPORTS, EXPOSED

SIDES FINISHED

SHELF SUPPORTS, EXPOSED

SIDES FINISHED

HARDWOOD TRIM, EXPOSED

(COORDINATE SIZE AND LOCATION)

RECEPTACLE ACCESS OPENING

W/ SUPPORTS

W/ FINISHED TOP AND BOTTOM

3/4" PLYWOOD SHELF

EDGE BANDS ALL SIDES, TYP. 3

3/4" PLYWOOD SHELF W/

SHELF SUPPORT, TYP. 2

"2

T

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0 1' 2'6"

SHEET KEYNOTES

EXISTING CAST CONCRETE CAP TO REMAIN7.

RESILIENT BASE6.

RESILIENT NOSING/TRANSITION STRIP5.

NEW VINYL STAIR TREADS AND LANDING COVERING4.

PREPARE EXISTING MASONRY AS REQUIRED TO RECEIVE NEW FINISH.

INSTALL NEW STACKED STONE FINISH OVER EXISTING PLANTER WALLS. 3.

HAND RAIL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.2.

RECOMMENDATIONS.

RAILING W/ MESH INFILL, ANCHOR PER MANUFACTURER'S 1.

A8

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - CROSSOVER FOYER NORTH AT RAMP

F1

SCALE: 1" = 1'-0"

TYPICAL CASEWORK SECTION

0 1' 2'6"

0 2'-0"

1'-0"

TOP MOLDING

3/4" PLYWOOD TOP W/ EDGE BAND

3/4" HARDWOOD STOP FRAME, TYP.

PLYWOOD BACK, FINISHED INTERIOR

EDGE BANDS ALL SIDES, TYP. 3

3/4" PLYWOOD SHELF W/

SHELF SUPPORT, TYP. 2

HARDWOOD FRAME, TYP.

ALL SIDES, FINISHED BOTH SIDES

PLYWOOD DOOR W/ EDGE BANDS

3/4" FULL OVERLAY, SHAKER STYLE,

BOTTOM

W/ FINISHED TOP AND

3/4" PLYWOOD SHELF

SIDES FINISHED

SHELF SUPPORTS, EXPOSED

HANDLE

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ALL SIDES, FINISHED BOTH SIDES

PLYWOOD DOOR W/ EDGE BANDS

3/4" FULL OVERLAY, SHAKER STYLE,

3/4" HARDWOOD STOP FRAME, TYP.

SHELF SUPPORT, TYP. 2

EDGE BANDS ALL SIDES, TYP. 3

3/4" PLYWOOD SHELF W/

PLYWOOD BACK, FINISHED INTERIOR

HARDWOOD FRAME, TYP.

BANDS ALL SIDES, FINISHED BOTH SIDES

PLYWOOD DRAWER FRONT W/ EDGE

DRAWER W/ 3/4" FULL OVERLAY,

"4

2'-1"

2X4 CONT. SUPPORT

2X4 @ 16" OC

ALL EXPOSED SIDES

EDGES AND CORNERS. FINISHED

W/ 5" HIGH BACKSPLASH W/ EASED

CORNERS ON SOLID WOOD SUPPORTS

BUILT-UP FRONT EDGE W/ 1/8" EASED

1/2" SOLID SURFACE COUNTER W/

VERIFY CONDITIONS PRIOR TO NEW CONSTRUCTION WORK.

DRAWINGS MAY NOT ACCURATELY DEPICT EXISTING CONDITIONS. FIELD 5.

AND SHALL FOLLOW EXISTING SLOPE OF RAMPS.

ALL HAND/GUARD RAILS TO BE 36" A.F.F. AND/OR 36" ABOVE TREAD NOSING, 4.

CONSTRUCTED CABINETRY.

MANUFACTURED CABINETS OR AWI PREMIUM QUALITY FOR SHOP

ALL CASEWORK MUST MEET COMMERCIAL KITCHEN STANDARDS FOR 3.

OUT OF LEVEL FLOORS.

REQUIREMENTS. REDUCE TOE KICK HEIGHT IF REQUIRED TO ADJUST FOR

COUNTERTOP HEIGHT MUST BE MAINTAINED AT 34" MAXIMUM TO MEET ADA 2.

THE OTHER EXPOSED CABINET PARTS.

ALL EXPOSED CABINET ENDS TO HAVE VENEER TYPE AND STAIN TO MATCH 1.

GENERAL SHEET NOTES

2" 15'-11 1/4 " 4"

1'- 3/8 " 11'- 1/8 " 4 3/4 "

A .F .F T

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A .F .F T

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/2

EQ.EQ.EQ.EQ.

4'0 2' 8'4'0 2' 8'

A .F .F T

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6"

2'-8"

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A-401

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A1

SCALE: 1/8"=1'-0"

ENLARGED PLAN AT CROSSOVER FOYER

0 8'4' 16'

NORTH

PLAN

SHEET KEYNOTES

INSTALL NEW VINYL STAIR TREADS3.

REFER SHEET A-201

INSTALL NEW STACKED STONE WALL FINISH OVER EXISTING PLANTER WALLS, 2.

ELEVATIONS, SHEET A-201, FOR FURTHER DETAIL

REQUIRED. FOLLOW SLOPE OF RAMPS AT 3'-0" A.F.F. REFER INTERIOR

NEW HAND/GUARD RAILS. PROVIDE/INSTALL BRACKETS, ANCHORS, ETC. AS 1.

CROSSOVER

FOYER/

16'-1 1/2 "2"

12'-3 1/2 " 7 /2

11'-6 1/2 "

/2

12'-3 1/2 "

/2

7 1/2 "

A-201

K9

A-201