FR00108 - ADVERTISEMENT.PDF

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REPLACEMENT

POWERHOUSE PASSENGER ELEVATOR

FORT RANDALL DAM, SOUTH DAKOTA

W9128F25R0008

NOVEMBER 2024

OMAHA DISTRICT

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®of Engineers

US Army Corps

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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®of Engineers

US Army Corps

U .S

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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

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

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

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

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

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

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

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

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

ABBREVIATIONS

S-150 S-150

S-150 S-150

16 1/8"

/4

16 1/8"

9'-7"

24"

WORK AREA

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P L

A C

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F O

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S-150

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-1 .d g n

ELEVATOR EQUIPMENT ROOM FLOOR PLAN - ELEVATION 1307

N.T.S.

C1

H11 N.T.S.

SLAB OPENING AT ELE. 1307.0

M11 N.T.S.

KEY PLAN

4 5

18'-6"

27WF94

W F

24WF84

W F

16WF36

W F

W F

9'-7"

STRUCTURAL KEYNOTES

GRATING

STEEL

EXISTING

8'-11"

C O

N C

R E

T E

W A

L L

AIR INTAKE

EXISTING FRESH

OUTLINE OF

D O

W N

CLAY UNIT PARTITION

EXISTING STRUCTURAL

GENERAL NOTES:

GENERAL NOTE 2

9'-5" SEE

G E

N E

R A

L N

O T

/2

4 5

F

G

RELATED EXPERIENCE.

AND THE CALCULATIONS MUST BE STAMPED BY REGISTERED PROFESSIONAL ENGINEER WITH

SUBMIT A BEAM REPLACEMENT PLAN WITH CALCULATIONS, MATERIAL, AND CONNECTIONS. THE PLAN

PROFESSIONAL ENGINEER WITH RELATED EXPERIENCE. IF THE EXISTING BEAMS WILL NOT BE USED, BY THE ELEVATOR CODE. ALL CALCULATIONS AND DRAWINGS MUST BE STAMPED BY REGISTERED

VERIFYING THE ADEQUACY OF THE BEAMS AND THEIR CONNECTIONS FOR ALL LOADS AS REQUIRED

IF THE BEAMS ARE PROPOSED TO BE RE-USED, THE CONTRACTOR SHALL SUBMIT CALCULATIONS

THE EXISTING HOIST BEAMS WERE PROVIDED BY THE SUPPLIER OF THE EXISTING ELEVATOR .

- CORE DRILL HOLES AT CORNERS PRIOR TO SAWCUTTING TO AVOID OVERCUTS AT CORNERS.

- USE EPOXY-RESIN-BASE BONDING AGENT THAT CONFIRMS TO ASTM C881/C881M TYPE IV.

ATTACHMENT. EXCLUDE NEW PENETATION FROM AREA COMPUTATION.

- EPOXY TO BE 2000 PSI MINIMUM. STEEL PLATE SHALL HAVE 75% MINIMUM EPOXY COVERAGE FOR

THE OPENING. STEEL PLATE TO BE ASTM A36.

- INSTALL NEW STEEL REINFORCING PLATE UNDERSIDE THE CONCRETE SLAB PRIOR TO DRILLING

METAL DUCT.

- CREATE A 12"x 12" NEW OPENING IN 4-INCH REINFORCED CONCRETE SLAB FOR THE NEW SHEET

PARAGRAPH 2.6.

WALLS AND FLOORS. USE GROUT FOR REPAIR AS SHOWN IN SPEC. SECTION 03 60 00.01 26

REMOVE ANY REMAINING OR ABANDONED SEWER VENT PIPE AND SEAL REMAINING HOLES THROUGH

ROOF

LOW

ROOF

UPPER

2'-4"

3. FOR EXISTING CONCRETE SLABS SEE SECTIONS B-B & C-C, ON "FOR INFORMATION ONLY" DRAWING R-110.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

1. ALL ITEMS SHOWN ON THIS SHEET ARE EXISTING EXCEPT WHERE NEW WORK IS IDENTIFIED BY STRUCTURAL KEYNOTES.

ACCESS GATE

THE PERSONNEL

GUARDRAIL AND

REMOVE THE

EXISTING HATCH

WALL

CONCRETE

EXISTING

TO PREVENT PATCH MATERIAL FROM FALLING DOWN.

PATCH THE EXISTING OPENING. PROVIDE STEEL PLATE ANCHORED TO THE BOTTOM OF THE OPENING

EXISTING REINF.

BEAMS

EXISTING HOIST

NEW OPENING

12"X 12"

ELE. 1307.0

EXISTING 4" SLAB

OF THE OPENING IN ALL DIRECTIONS

EXTEND THE PLATE 24" FROM THE EDGES

TO UNDERSIDE OF THE CONCRETE SLAB

EPOXY 14 GA (MINIMUM) STEEL PLATE

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

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US Army Corps

U .S

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(T Y

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" 1'-6"

PROPOSED LADDER ELEVATION

NOT TO SCALE

K1

3"

/2

ELEVATION OF BRACKET

SCALE: 3" = 1' - 0"

K7

7"

/2

2 1/2 "

ELEVATION OF SIDE RAIL

E1

LADDER TERMINATION DETAIL

SCALE: 3" = 1' - 0"

A2

7"

1' - 3" WALL

SECTION THROUGH SIDE RAIL

E7

A N

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N A

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A

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A

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F R

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-2 .d g n

SEE DETAILS ON THIS SHEET

TO INSTALL THE NEW LADDER

INTO EXISTING CONCRETE WALL

USE NEW 3/4" EXPANSION ANCHORS

REMOVE THE EXISTING LADDER

SEE TERMINATION DETAIL

M

IN

M A

X

SEE TERMINATION

DETAIL

1" DIA. STEEL

RUNG, TYP.

S-200 2 1/2" X 3/8"

SIDE RAIL

2 1/2" X 1/2" BENT BAR

BOLTED TO WALL WITH

3/4" DIA. ANCHOR BOLTS

SLAB ELEVATION = 1238.17

2 1/2" X 3/8" SIDE RAILS

PUNCHED FOR 1" DIA RUNGS,

WELD RUNGS TO SIDE RAILS

1" DIA. RUNG

2 1/2" X 1/2" BENT BAR

2 1/2" X 3/8" SIDE RAIL

1" DIA. RUNG

1/2"

S -2

S-200

3/16"

1" DIA. RUNG

WELD TO SIDE RAIL

2 1/2" X 3/8" SIDE RAIL

2 1/2" X 1/2" BENT BAR

1/4"

4" MIN. EMBEDMENT

3/4" DIA. EXPANSION ANCHORS

1 1/4" R. TYP.

2 1/2" X 3/8" SIDE RAIL

1" DIA RUNG

1" DIA. RUNG

2 1/2" X 3/8" BENT BAR

BOLTED TO WALL WITH

3/4" DIA. EXPANSION

ANCHORS 4" MIN.

EMBEDMENT

2 1/2" X 3/8" SIDE RAILS

PUNCHED FOR 1" DIA.

RUNGS, WELD RUNGS

TO SIDE RAILS

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

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®of Engineers

US Army Corps

U .S

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PHOTO # 2 , EXISTING LADDER AT ELE. 1244.0

PHOTO # 1 , EXISTING LADDER AT ELE. 1244.0

1 2 3 4 5 6 7 8 9 10

B

D

F

G

H

J

1 2 3 4 5 7

8 9 10

2A 4A

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H

GA

A

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C

B-101

B-100

SPRINGS

EXISTING STEEL

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

TO BE REMOVED AND REPLACED

EXISTING STEEL LADDER

LOBBY

ELEVATOR

B-101

SHAFT

ELEVATOR

B-100

RAILS TO REMAIN

EXISTING STEEL GUIDE

A-301

B6

PROTECTION PLATE

COUNTERWEIGHTS

EXISTING STL.

EXISTING HOLES

SIZED TO COVER ANY

- BACK PLATE MUST BE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATE MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

EXISTING DRAIN7

/1

ANY EXISTING HOLES

BE SIZED TO COVER

BACKER PLATE MUST

REPLACE "ELEVATOR" SIGN -

MAINTENANCE ASSEMBLY

FUNCTIONALITY OF EXISTING

PROTECT AND MAINTAIN

DURING PAINTING

PROTECT FLOOR

CORNER TO CORNER -

PAINT EAST-WEST FROM

CONCRETE FLOOR,

PAINT WALL TO 11'-6" ABOVE

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

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SHEET ID

®of Engineers

US Army Corps

U .S

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P S

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B-101

B-100

SPRINGS

EXISTING STEEL

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

TO BE REMOVED AND REPLACED

EXISTING STEEL LADDER

LOBBY

ELEVATOR

B-101

SHAFT

ELEVATOR

B-100

RAILS TO REMAIN

EXISTING STEEL GUIDE

A-301

B6

PROTECTION PLATE

COUNTERWEIGHTS

EXISTING STL.

EXISTING HOLES

SIZED TO COVER ANY

- BACK PLATE MUST BE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATE MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

EXISTING DRAIN7

/1

ANY EXISTING HOLES

BE SIZED TO COVER

BACKER PLATE MUST

REPLACE "ELEVATOR" SIGN -

MAINTENANCE ASSEMBLY

FUNCTIONALITY OF EXISTING

PROTECT AND MAINTAIN

DURING PAINTING

PROTECT FLOOR

CORNER TO CORNER -

PAINT EAST-WEST FROM

CONCRETE FLOOR,

PAINT WALL TO 11'-6" ABOVE

A N

S

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.0

F L

O O

R P

L A

N

A-110

A F

O R

D

B

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A

-1 .d

F

O

R O

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C T

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D A

T A

P

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N

D A

T A

P

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D A

T A

P

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C T

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N

D A

T A

B3

FLOOR PLAN - ELEVATION 1244.0

1/4"=1'-0"SCALE:

3 4 5 6

F G

THAT IS NOT ARCHITECTURAL IN NATURE.

23. SEE ALL OTHER TECHNICAL DISCIPLINES' DRAWINGS FOR ALL WORK

1273, AND 1291.

ELEVATOR LOBBY, REPAINT TO MATCH EXISTING. TYPICAL AT ELEVATIONS 1244, 1258,

22. REPAIR AND REFINISH ANY DAMAGE TO PLAN NORTH WALL OF

21. REPLACE SAFETY LABELS AT ALL FLOOR ELEVATIONS.

AND REQUIREMENTS.

SEE SPECIFICATION 14 21 23 FOR ADDITIONAL INFORMATION 20.

SUPPLY AND INSTALL NEW GOVERNOR TENSION WEIGHT.19.

REPLACE CAR AND COUNTERWEIGHT BUFFERS.18.

REPLACE EXISTING COUNTERWEIGHT.17.

SUPPLY AND INSTALL NEW TRAVELING CABLE.16.

ENCLOSURE (FLOOR, WALLS, AND CEILING).

SUPPLY AND INSTALL NEW SLING, SAFETIES, TOE GUARD AND INTERIOR CAB 15.

SUPPLY AND INSTALL NEW DOOR PROTECTION SYSTEM.14.

JAMB BRAILLE.

HALL STATIONS, HALL PL AT LEVEL 1 (ELEV 1273.0), AND PROVIDE

LIMITED TO MAIN CAR STATION, CAR DIRECTION LANTERNS,

PROVIDE NEW SIGNAL FEATURES INCLUDING BUT NOT13.

NOT USED.12.

NOT USED.11.

RETAIN EXISTING ELEVATOR CAR PLATFORM. 10.

SUPPLY AND INSTALL NEW DOOR OPERATORS.9.

ROPE GRIPPER, AND ADAPTER BEAMS.

SUPPLY AND INSTALL NEW HOIST MACHINE, MOTOR, ENCODER, BRAKE8.

SUPPLY AND INSTALL NEW HOIST ROPES.7.

SUPPLY AND INSTALL NEW GOVERNOR ROPE.6.

SUPPLY AND INSTALL NEW GOVERNOR.5.

SUPPLY AND INSTALL NEW ELEVATOR CONTROLLER/DRIVE.4.

DOOR ROLLERS AND DOOR MECHANISMS TO LIKE NEW QUALITY - TYP. ALL FLOORS.

FULLY REPAIR AND REFURBISH EXISTING ELEVATOR LOBBY 3.

DOORS ARE TO BE PAINTED AND FRAME IS TO REMAIN UNPAINTED.

COLORS. - TYPICAL ALL FLOORS OTHER THAN LEVEL 1 (ELEV 1273.0) WHERE

LOBBY/HOISTWAY DOORS AND FRAMES. MATCH EXISTING

SURFACE PREPARE AND PAINT EXISTING ELEVATOR 2.

REMOVE EXISTING STEEL PIT LADDER AND REPLACE. 1.

GENERAL NOTES:

SCALE: 1/4" = 1'-0"

0 4'4' 2'

M18

1"=40'SCALE:

1 2 3 4 5 6 7 8 9 10

B

D

F

G

H

J

1 2 3 4 5 7

8 9 10

2A 4A

J

H

GA

A

B

D

F

G

C

LOBBY

ELEVATOR

A-101

A-101

A-100 A-100

SHAFT

ELEVATOR GUIDE RAILS TO REMAIN

EXISTING STEEL UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

EXISTING HOLES

SIZED TO COVER ANY

- BACK PLATE MUST BE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATES MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

ANY EXISTING HOLES

BE SIZED TO COVER

BACKER PLATE MUST

REPLACE "ELEVATOR" SIGN -

FLOOR DURING PAINTING

TO FLOOR - PROTECT

AND FROM CEILING

CORNER TO CORNER

PAINT WALL FROM

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

A

B

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E D

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E C

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S

IG

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D B

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C O

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C T

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S I Z

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M A

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D E

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N D

A T

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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

A D

V E

R T

IS

E

M E

N T

LOBBY

ELEVATOR

A-101

A-101

A-100 A-100

SHAFT

ELEVATOR GUIDE RAILS TO REMAIN

EXISTING STEEL UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

EXISTING HOLES

SIZED TO COVER ANY

- BACK PLATE MUST BE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATES MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

ANY EXISTING HOLES

BE SIZED TO COVER

BACKER PLATE MUST

REPLACE "ELEVATOR" SIGN -

FLOOR DURING PAINTING

TO FLOOR - PROTECT

AND FROM CEILING

CORNER TO CORNER

PAINT WALL FROM

A N

S

P L

A C

E M

E N

T

P O

W E

R H

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S E

P A

S S

E N

G E

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V A

T O

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F O

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R A

N D

A L

L D

A M

S

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T H

D A

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W F

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N O

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M B

E R

A H

A

N E

C A

P

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A V

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A H

A D

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M B

E R

F

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A M

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B

G O

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E V

A T

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N

S

.0

A N

D

.0

F L

O O

R P

L A

N

A-120

A F

O R

D

B

G O

R

A

-1

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

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C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

3 4 5 6 F

G

SCALE: 1/4" = 1'-0"

0 4'4' 2'

B3

FLOOR PLAN-ELEVATION 1258.0 AND 1262.0

1/4"=1'-0"SCALE:

DOORS ARE TO BE PAINTED AND FRAME IS TO REMAIN UNPAINTED.

COLORS. - TYPICAL ALL FLOORS OTHER THAN LEVEL 1 (ELEV 1273.0) WHERE

LOBBY/HOISTWAY DOORS AND FRAMES. MATCH EXISTING

SURFACE PREPARE AND PAINT EXISTING ELEVATOR 2.

THAT IS NOT ARCHITECTURAL IN NATURE.

23. SEE ALL OTHER TECHNICAL DISCIPLINES' DRAWINGS FOR ALL WORK

1273, AND 1291.

ELEVATOR LOBBY, REPAINT TO MATCH EXISTING. TYPICAL AT ELEVATIONS 1244, 1258,

22. REPAIR AND REFINISH ANY DAMAGE TO PLAN NORTH WALL OF

21. REPLACE SAFETY LABELS AT ALL FLOOR ELEVATIONS.

AND REQUIREMENTS.

SEE SPECIFICATION 14 21 23 FOR ADDITIONAL INFORMATION 20.

SUPPLY AND INSTALL NEW GOVERNOR TENSION WEIGHT.19.

REPLACE CAR AND COUNTERWEIGHT BUFFERS.18.

REPLACE EXISTING COUNTERWEIGHT.17.

SUPPLY AND INSTALL NEW TRAVELING CABLE.16.

ENCLOSURE (FLOORS, WALLS, AND CEILING).

SUPPLY AND INSTALL NEW SLING, SAFETIES, TOE GUARD AND INTERIOR CAB 15.

SUPPLY AND INSTALL NEW DOOR PROTECTION SYSTEM.14.

JAMB BRAILLE.

HALL STATIONS, HALL PLO AT LEVEL 1 (ELEV 1273.0), AND PROVIDE

LIMITED TO MAIN CAR STATION, CAR DIRECTION LANTERNS,

PROVIDE NEW SIGNAL FEATURES INCLUDING BUT NOT13.

NOT USED.12.

NOT USED.11.

RETAIN EXISTING ELEVATOR CAR PLATFORM. 10.

SUPPLY AND INSTALL NEW DOOR OPERATORS.9.

ROPE GRIPPER, AND ADAPTER BEAMS.

SUPPLY AND INSTALL NEW HOIST MACHINE, MOTOR, ENCODER, BRAKE8.

SUPPLY AND INSTALL NEW HOIST ROPES.7.

SUPPLY AND INSTALL NEW GOVERNOR ROPE.6.

SUPPLY AND INSTALL NEW GOVERNOR.5.

SUPPLY AND INSTALL NEW ELEVATOR CONTROLLER/DRIVE.4.

DOOR ROLLERS AND DOOR MECHANISMS TO LIKE NEW QUALITY - TYP. ALL FLOORS.

FULLY REPAIR AND REFURBISH EXISTING ELEVATOR LOBBY 3.

NOT USED.1.

GENERAL NOTES:

M18

KEYPLAN

B

C

D

E

F

G

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K

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M

N

P

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B M

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E D

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K E

D B

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D R

A W

N B

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D E

S

IG

N E

D B

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C O

N T

R A

C T

N O

S O

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IC

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A

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N N

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

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IP

T

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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

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A D

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M E

N T

GUIDE RAILS TO REMAIN

EXISTING STEEL

1-100 1-100

SHAFT

ELEVATOR

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

1-101

LOBBY

ELEVATOR

1-101

B5

B9

A-130 A-300

A-130 A-300

B14

A-130 A-300

A-301

B6

ANY EXISTING HOLES

MUST BE SIZED TO COVER

- BACK PLATE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATES MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

EXISTING HOLES

COVER ANY

MUST BE SIZED TO

SIGN - BACK PLATE

REPLACE ELEVATOR

MAINTENANCE ASSEMBLY

FUNCTIONALITY OF EXISTING

PROTECT AND MAINTAIN

CORNER

PAINT FROM CORNER TO

UP TO TRIM, EAST-WEST

PAINT FROM TOP OF TILE

DURING PAINTING

- PROTECT FLOOR

1 2 3 4 5 6 7 8 9 10

A

B

D

F

G

H

J

1 2 3 4 5 7

8 9 10

2A 4A

J

H

GA

A

B

D

F

G

GUIDE RAILS TO REMAIN

EXISTING STEEL

1-100 1-100

SHAFT

ELEVATOR

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

1-101

LOBBY

ELEVATOR

1-101

B5

B9

A-130 A-300

A-130 A-300

B14

A-130 A-300

A-301

B6

ANY EXISTING HOLES

MUST BE SIZED TO COVER

- BACK PLATE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

SIZED TO COVER

BACK PLATES MUST BE

ASSEMBLIES -

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

EXISTING HOLES

COVER ANY

MUST BE SIZED TO

SIGN - BACK PLATE

REPLACE ELEVATOR

MAINTENANCE ASSEMBLY

FUNCTIONALITY OF EXISTING

PROTECT AND MAINTAIN

CORNER

PAINT FROM CORNER TO

UP TO TRIM, EAST-WEST

PAINT FROM TOP OF TILE

DURING PAINTING

- PROTECT FLOOR

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

E V

A T

IO

N

.0

F L

O O

R P

L A

N

A-130

A F

O R

D

B

G O

R

A

-1

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

SCALE: 1/4" = 1'-0"

0 4'4' 2'

DOORS ARE TO BE PAINTED AND FRAME IS TO REMAIN UNPAINTED.

COLORS. - TYPICAL ALL FLOORS OTHER THAN LEVEL 1 (ELEV 1273.0) WHERE

LOBBY/HOISTWAY DOORS AND FRAMES. MATCH EXISTING

SURFACE PREPARE AND PAINT EXISTING ELEVATOR 2.

THAT IS NOT ARCHITECTURAL IN NATURE.

23. SEE ALL OTHER TECHNICAL DISCIPLINES' DRAWINGS FOR ALL WORK

1244, 1258, 1273, AND 1291.

ELEVATOR LOBBY, REPAINT TO MATCH EXISTING. - TYPICAL AT ELEVATIONS

22. REPAIR AND REFINISH ANY DAMAGE TO PLAN NORTH WALL OF

21. REPLACE SAFETY LABELS AT ALL FLOOR ELEVATIONS.

AND REQUIREMENTS.

SEE SPECIFICATION 14 21 23 FOR ADDITIONAL INFORMATION 20.

SUPPLY AND INSTALL NEW GOVERNOR TENSION WEIGHT.19.

REPLACE CAR AND COUNTERWEIGHT BUFFERS.18.

REPLACE EXISTING COUNTERWEIGHT.17.

SUPPLY AND INSTALL NEW TRAVELING CABLE.16.

ENCLOSURE (FLOOR, WALLS, AND CEILING).

SUPPLY AND INSTALL NEW SLING, SAFETIES, TOE GUARD AND INTERIOR CAB 15.

SUPPLY AND INSTALL NEW DOOR PROTECTION SYSTEM.14.

JAMB BRAILLE.

HALL STATIONS, HALL PL AT LEVEL 1 (ELEV 1273.0), AND PROVIDE

LIMITED TO MAIN CAR STATION, CAR DIRECTION LANTERNS,

PROVIDE NEW SIGNAL FEATURES INCLUDING BUT NOT13.

NOT USED.12.

NOT USED.11.

RETAIN EXISTING ELEVATOR CAR PLATFORM. 10.

SUPPLY AND INSTALL NEW DOOR OPERATORS.9.

ROPE GRIPPER, AND ADAPTER BEAMS.

SUPPLY AND INSTALL NEW HOIST MACHINE, MOTOR, ENCODER, BRAKE8.

SUPPLY AND INSTALL NEW HOIST ROPES.7.

SUPPLY AND INSTALL NEW GOVERNOR ROPE.6.

SUPPLY AND INSTALL NEW GOVERNOR.5.

SUPPLY AND INSTALL NEW ELEVATOR CONTROLLER/DRIVE.4.

DOOR ROLLERS AND DOOR MECHANISMS TO LIKE NEW QUALITY - TYP. ALL FLOORS.

FULLY REPAIR AND REFURBISH EXISTING ELEVATOR LOBBY 3.

NOT USED.1.

GENERAL NOTES:

C5

FLOOR PLAN - ELEVATION 1273.0

1/4"=1'-0"SCALE:

M16

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 I Z

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

A D

V E

R T

IS

E

M E

N T

B14

A-140 A-300

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

REMAIN

GUIDE RAILS TO

EXISTING STEEL

2-100 2-100

SHAFT

ELEVATOR

2-101

LOBBY

ELEVATOR

2-101

B5

B9

A-140 A-300

A-300A-140

A-301

B6

PLATE TO MATCH ENTRY

- PAINT ADDITIONAL MISC.

ANY EXISTING HOLES

MUST BE SIZED TO COVER

ASSEMBLIES - BACK PLATES

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

ANY EXISTING HOLES

MUST BE SIZED TO COVER

- BACK PLATE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

BE SIZED TO COVER

BACK PLATE MUST

REPLACE "ELEVATOR" SIGN -

ASSEMBLY

EXISTING MAINTENANCE

FUNCTIONALITY OF

PROTECT AND MAINTAIN

PAINTING

FLOOR DURING

FLOOR - PROTECT

AND FROM CEILING TO

CORNER TO CORNER

PAINT WALL FROM

1 2 3 4 5 6 7 8 9 10

A

B

D

F

G

H

J

1 2 3 4 5 7

8 9 10

2A 4A

J

H

GA

A

B

D

F

G

B14

A-140 A-300

UNITS

AND STRUCTURAL CLAY

HOISTWAY - CONCRETE

EXISTING ELEVATOR

REMAIN

GUIDE RAILS TO

EXISTING STEEL

2-100 2-100

SHAFT

ELEVATOR

2-101

LOBBY

ELEVATOR

2-101

B5

B9

A-140 A-300

A-300A-140

A-301

B6

PLATE TO MATCH ENTRY

- PAINT ADDITIONAL MISC.

ANY EXISTING HOLES

MUST BE SIZED TO COVER

ASSEMBLIES - BACK PLATES

NEW FLOOR INDICATOR

REPLACE WITH

ASSEMBLIES AND

FLOOR INDICATOR

REMOVE EXISTING

ANY EXISTING HOLES

MUST BE SIZED TO COVER

- BACK PLATE

CALL BUTTON ASSEMBLY

REPLACE WITH A NEW

BUTTON ASSEMBLY AND

REMOVE EXISTING CALL

ANY EXISTING HOLES

BE SIZED TO COVER

BACK PLATE MUST

REPLACE "ELEVATOR" SIGN -

ASSEMBLY

EXISTING MAINTENANCE

FUNCTIONALITY OF

PROTECT AND MAINTAIN

PAINTING

FLOOR DURING

FLOOR - PROTECT

AND FROM CEILING TO

CORNER TO CORNER

PAINT WALL FROM

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

E V

A T

IO

N

.0

F L

O O

R P

L A

N

A-140

A F

O R

D

B

G O

R

A

-1

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

SCALE: 1/4" = 1'-0"

0 4'4' 2'

DOORS ARE TO BE PAINTED AND FRAME IS TO REMAIN UNPAINTED.

COLORS. - TYPICAL ALL FLOORS OTHER THAN LEVEL 1 (ELEV 1273.0) WHERE

LOBBY/HOISTWAY DOORS AND FRAMES. MATCH EXISTING

SURFACE PREPARE AND PAINT EXISTING ELEVATOR 2.

THAT IS NOT ARCHITECTURAL IN NATURE.

23. SEE ALL OTHER TECHNICAL DISCIPLINES' DRAWINGS FOR ALL WORK

1273, AND 1291.

ELEVATOR LOBBY, REPAINT TO MATCH EXISTING. TYPICAL AT ELEVATIONS 1244, 1258,

22. REPAIR AND REFINISH ANY DAMAGE TO PLAN NORTH WALL OF

21. REPLACE SAFETY LABELS AT ALL FLOOR ELEVATIONS.

AND REQUIREMENTS.

SEE SPECIFICATION 14 21 23 FOR ADDITIONAL INFORMATION 20.

SUPPLY AND INSTALL NEW GOVERNOR TENSION WEIGHT.19.

REPLACE CAR AND COUNTERWEIGHT BUFFERS.18.

REPLACE EXISTING COUNTERWEIGHT.17.

SUPPLY AND INSTALL NEW TRAVELING CABLE.16.

ENCLOSURE (FLOORS, WALLS, AND CEILING).

SUPPLY AND INSTALL NEW SLING, SAFETIES, TOE GUARD, AND INTERIOR CAB 15.

SUPPLY AND INSTALL NEW DOOR PROTECTION SYSTEM.14.

JAMB BRAILLE.

HALL STATIONS, HALL PL AT LEVEL 1 (ELEV 1273.0), AND PROVIDE

LIMITED TO MAIN CAR STATION, CAR DIRECTION LANTERNS,

PROVIDE NEW SIGNAL FEATURES INCLUDING BUT NOT13.

NOT USED.12.

NOT USED.11.

RETAIN EXISTING ELEVATOR CAR PLATFORM. 10.

SUPPLY AND INSTALL NEW DOOR OPERATORS.9.

ROPE GRIPPER, AND ADAPTER BEAMS.

SUPPLY AND INSTALL NEW HOIST MACHINE, MOTOR, ENCODER, BRAKE8.

SUPPLY AND INSTALL NEW HOIST ROPES.7.

SUPPLY AND INSTALL NEW GOVERNOR ROPE.6.

SUPPLY AND INSTALL NEW GOVERNOR.5.

SUPPLY AND INSTALL NEW ELEVATOR CONTROLLER/DRIVE.4.

DOOR ROLLERS AND DOOR MECHANISMS TO LIKE NEW QUALITY - TYP. ALL FLOORS.

FULLY REPAIR AND REFURBISH EXISTING ELEVATOR LOBBY 3.

NOT USED.1.

GENERAL NOTES:

C5

FLOOR PLAN - ELEVATION 1291.0

1/4"=1'-0"SCALE:

M16

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 I Z

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

A D

V E

R T

IS

E

M E

N T

ROOM ELEVATION 1307.0 - DEMOLITION

EXISTING FLOOR PLAN - ELEVATOR MACHINE

4 65

F

G

D

B

A

4 65

B

A

D

F

G

ROOM ELEVATION 1307.0 -

FLOOR PLAN - ELEVATOR MACHINE

MACHINERY

EXISTING ELEVATOR

JOINT

CONSTRUCTION

EXISTING

GRATING

EXISTING

CONC WALL

EXISTING

CLAY UNITS

EXISTING STRUCTURAL

AND GUARDRAILS

EXISTING STAIRS

LOUVERS

ALUMINUM

EXISTING

OVERLOADING

AND PROTECT FROM

CONTRACTOR TO AVOID

CAPACITY UNKNOWN,

EXISTING HATCH COVER -

AND GUARDRAILS

EXISTING STAIRS

CATWALK

EXISTING

LADDER

EXISTING

AT ELEVATION 1318.17

EXISTING LANDING

STACK

INCINERATOR

EXISTING

- TYP.

DUCT OPENING

EXISTING

BASES - TYP.

EXISTING FAN

DUCT OPENING

EXISTING

LOUVER

ALUMINUM

EXISTING

JOINT

CONSTRUCTION

EXISTING

7'-11"10'-8"

EM1

MACHINE ROOM

ELEVATOR

MOVING INTO POSITION

TO BE ACCESSED WHILE

HATCHES, AND STAIRWELLS

SIZE WITH ALL DOORS,

EQUIPMENT - COORDINATE

NEW ELEVATOR

REFERENCE UL DESIGN U437

TO ENSURE 2-HOUR FIRE RATING

SHAFTWALL CORE BD. -

AND ONE LAYER OF 1" GYP

OF 5/8" TYPE "X" GWB

SET BETWEEN TWO LAYERS

(OR AS REQUIRED FOR SPAN)

WITH STEEL STUDS @ 24" O.C.

6" SHAFTWALL ASSEMBLY

AND FRAME ASSEMBLY

90 MINUTE F.R DOOR

INTAKE CEILING

FRESH AIR

EXISTING

OUTLINE OF

REMOVED

CONDUIT WAS

FLOOR WHERE

IN EXIST. CONC.

PATCH OPENING

BELOW

EXISTING ROOF

STR. & MECH.

DUCTWORK- SEE

SYSTEM

PRESSURIZATION

HOISTWAY

OPENING FOR

ENLARGED FLOOR

MECH. AND STR.

NEW DUCT - SEE

CONC. FLOOR FOR

OPENING IN EXIST.

NEW +/- 1'-0" X 1'-0"

E M

FLOOR - PATCH

OPENING IN

EXISTING 4"X4"

1 2 3 4 5 6 7 8 9 10

A

B

D

F

G

H

J

1 2 3 4 5 72A 4A

A

B

D

F

G

11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 28 29 30 32 33 34 3531 37 38 39 4036 42 43 44 4541 47 48 49 5046 51

GA

ON C/A-300 AND M-501.

METAL DUCT AS SHOWN

CAP. INSTALL NEW SHEET

CURB AND SHEET METAL

OPENING WITH ROOF

EXISTING +/- 2'-0" X 1'-6"

WORK

PROTECT DURING

ROOF ASSEMBLY-

EXISTING EPDM

S L

O P

E

WORK

PROTECT DURING

ROOF BELOW -

EXISTING EPDM

EXPANSION JOINT

EXISTING BUILDING

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

E V

A T

IO

N

.0

F L

O O

R P

L A

N

A-150

A F

O R

D

B

G O

R

A

-1

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

M15

KEY PLAN

1"=80'SCALE:

THAT IS NOT ARCHITECTURAL IN NATURE.

23. SEE ALL OTHER TECHNICAL DISCIPLINES' DRAWINGS FOR ALL WORK

1273, AND 1291.

ELEVATOR LOBBY, REPAINT TO MATCH EXISTING. TYPICAL AT ELEVATIONS 1244, 1258,

22. REPAIR AND REFINISH ANY DAMAGE TO PLAN NORTH WALL OF

21. REPLACE SAFETY LABELS AT ALL FLOOR ELEVATIONS.

AND REQUIREMENTS.

SEE SPECIFICATION 14 21 23 FOR ADDITIONAL INFORMATION 20.

SUPPLY AND INSTALL NEW GOVERNOR TENSION WEIGHT.19.

REPLACE CAR AND COUNTERWEIGHT BUFFERS.18.

REPLACE EXISTING COUNTERWEIGHT.17.

SUPPLY AND INSTALL NEW TRAVELING CABLE.16.

NOT USED.15.

SUPPLY AND INSTALL NEW DOOR PROTECTION SYSTEM.14.

NOT USED.13.

NOT USED.12.

NOT USED.11.

NOT USED.10.

NOT USED.9.

ROPE GRIPPER, AND ADAPTER BEAMS.

SUPPLY AND INSTALL NEW HOIST MACHINE, MOTOR, ENCODER, BRAKE8.

SUPPLY AND INSTALL NEW HOIST ROPES.7.

SUPPLY AND INSTALL NEW GOVERNOR ROPE.6.

SUPPLY AND INSTALL NEW GOVERNOR.5.

SUPPLY AND INSTALL NEW ELEVATOR CONTROLLER/DRIVE.4.

NOT USED.3.

NOT USED. 2.

NOT USED.1.

GENERAL NOTES:

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 I Z

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

A D

V E

R T

IS

E

M E

N T

1 2 3 4 5 6 7

A

B

D

F

G

H

J

1 2 3 4 5 72A 4A

GA

ON C/A-300 AND M-501.

METAL DUCT AS SHOWN

CAP. INSTALL NEW SHEET

CURB AND SHEET METAL

OPENING WITH ROOF

EXISTING +/- 2'-0" X 1'-6"

WORK

PROTECT DURING

ROOF ASSEMBLY-

EXISTING EPDM

S L

O P

E

WORK

PROTECT DURING

ROOF BELOW -

EXISTING EPDM

EXPANSION JOINT

EXISTING BUILDING

1 2 3 4 5 6 7 8 9 10

A

B

D

F

G

H

J

1 2 3 4 5 72A 4A

A

B

D

F

G

11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 28 29 30 32 33 34 3531 37 38 39 4036 42 43 44 4541 47 48 49 5046 51

GA

ON C/A-300 AND M-501.

METAL DUCT AS SHOWN

CAP. INSTALL NEW SHEET

CURB AND SHEET METAL

OPENING WITH ROOF

EXISTING +/- 2'-0" X 1'-6"

WORK

PROTECT DURING

ROOF ASSEMBLY-

EXISTING EPDM

S L

O P

E

WORK

PROTECT DURING

ROOF BELOW -

EXISTING EPDM

EXPANSION JOINT

EXISTING BUILDING

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

R T

IA

L

R O

O F

P L

A N

A-170

A F

O R

D

B

G O

R

A

-1

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

A3

PARTIAL ROOF PLAN

SCALE: 1/32"= 1'-0"

M15

KEY PLAN

1"=80'SCALE:

SCALE: 1/32" = 1'-0"

32' 16' 32'

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 I Z

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

A D

V E

R T

IS

E

M E

N T

AIR INTAKE WALL

EXISTING FRESH

OUTLINE OF

L4

- SEE MECH

EXISTING CURB

PENTHOUSE ON

NEW AIR INTAKE

AIR DUCT TO SF-1

PRESSURIZATION SYSTEM SUPPLY

ELEVATOR HOISTWAY

ELEV. 1330.5

T.O PARAPET

ELEV. 1326.0

ROOF SLAB

@ HIGH PT. OF

T.O ROOF STRUCT.

ELEV. 1324.62

ROOF SLAB

@ LOW PT. OF

T.O ROOF STRUCT.

ELEV. 1307.0

MACH. RM

FIN. FL - ELEV.

ELEV. 1291.0

LEVEL 2

FIN FLOOR

ELEV. 1273.0

LEVEL 1

FIN. FL.

ELEV. 1244.0

LEVEL B

FIN. Fl.

ELEV. 1258.0

LEVEL A

FIN. FL.

HOIST BEAMS

EXIST. ELEVATOR

ON STEEL BEAMS

EXIST. CONC. FLOOR

AND FRAME ASSEMBLY

90 MIN. F.R. DOOR

FOR 2-HR. FIRE RATING - SEE 07 84 00

SHAFTWALL CORE BD. AS REQD.

WITH LAYERS OF TYPE "X"

(OR AS REQD. FOR SPAN)

WITH STL. STUDS @ 24" O.C.

6" SHAFTWALL ASSEMBLY

ELEV. 1244.0

LEVEL B

FIN. Fl.

ELEV. 1258.0

LEVEL A

FIN. FL.

ELEV. 1273.0

LEVEL 1

FIN. FL.

ELEV. 1291.0

LEVEL 2

FIN FLOOR

ELEV. 1307.0

MACH. RM

FIN. FL - ELEV.

ELEV. 1330.5

T.O PARAPET

ELEV. VARIES

T.O ROOF STR.

AIR INTAKE WALL

EXISTING FRESH

OUTLINE OF

AND FRAME ASSEMBLY

90 MIN. F.R. DOOR

EXIST. STAIRS & GUARDRAILS

CLAY UNIT WALL

EXIST. STRUCT.

FOR 2-HR. FIRE RATING - SEE 07 84 00

SHAFTWALL CORE BD. AS REQD.

WITH LAYERS OF TYPE "X"

(OR AS REQD. FOR SPAN)

W/ STL. STUDS @ 24" O.C.

6" SHAFTWALL ASSEMBLY

ELEV. 1330.5

T.O PARAPET

ELEV. VARIES

T.O ROOF STR.

ELEV. 1244.0

LEVEL B

FIN. Fl.

ELEV. 1258.0

LEVEL A

FIN. FL.

ELEV. 1273.0

LEVEL 1

FIN. FL.

ELEV. 1291.0

LEVEL 2

FIN FLOOR

ELEV. 1307.0

MACH. RM

FIN. FL - ELEV.

AIR INTAKE WALL

EXISTING FRESH

OUTLINE OF

& GUARDRAILS

EXIST. STAIRS

CLAY UNIT WALL

EXIST. STRUCT.

NEW ELEVATOR PIT LADDER

ELEVATOR PIT

EXIST. CONC.

LOUVERS

ALUMINUM

EXIST

ROOF

EXIST.

WALL

CONC

EXIST.

NEW ELEVATOR PIT LADDER

EXIS

MACHINE ROOM

ELEVATOR

SHAFT

ELEVATOR

2-100

SHAFT

ELEVATOR

1-100

SHAFT

ELEVATOR

A-100

SHAFT

ELEVATOR

B-100

EM1

MACHINE ROOM

ELEVATOR

SHAFT

ELEVATOR

2-100

SHAFT

ELEVATOR

1-100

SHAFT

ELEVATOR

A-100

SHAFT

ELEVATOR

B-100

EM1

ROOM

MACHINE

ELEVATOR

SHAFT

ELEVATOR

2-100

SHAFT

ELEVATOR

1-100

SHAFT

ELEVATOR

A-100

SHAFT

ELEVATOR

B-100

A-700A-300

4 5 6 4 5 6

4A 4A

F G

SF-1

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

E V

A T

O R

S E

C T

IO

N

S

A-300

A F

O R

D

B

G O

R

A

-3

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

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

0 8'8' 4'

B5ELEVATOR SECTION

A-300

B9ELEVATOR SECTION

A-300

B14ELEVATOR SECTION

A-300

A-140

A-130 A-140

A-130

A-140

A-130

PROPOSED PROPOSED PROPOSED

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 I Z

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A T

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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

A D

V E

R T

IS

E

M E

N T

ELEV. 1244.0

LEVEL B

FIN. Fl.

ELEV. 1258.0

LEVEL A

FIN. FL.

ELEV. 1273.0

LEVEL 1

FIN. FL.

ELEV. 1291.0

LEVEL 2

FIN FLOOR

ELEV. 1307.0

MACH. RM

FIN. FL - ELEV. ROOF

EXIST.

EM1

MACHINE ROOM

ELEVATOR

4 5 6

4A

LOBBY

ELEVATOR

B-101

LOBBY

ELEVATOR

A-101

LOBBY

ELEVATOR

1-101

LOBBY

ELEVATOR

2-101

ELEV. 1238.17

B.O ELEV PIT

FIN. Fl.

B13

A-301A-301

1-101

ASSEMBLY - TYP.

CALL BUTTON

NEW RECESSED

1273 ONLY

OCCURS - TYP. AT

ANY DAMAGE THAT

CONSTRUCTION, REPAIR

- PROTECT DURING

TILE WAINSCOT

EXISTING CERAMIC

TO MATCH EXIST.

DOORS AND FRAMES

ELEVATOR SHAFT

PAINT EXISTING

DEFINED ON OTHER SHEETS

- TYP. AT ALL ELEVATIONS,

TO MATCH EXIST.

AND CEILINGS

PLASTER WALLS

PAINT EXISTING

AS SHOWN IN A/A-301

AT 1273, ALL OTHERS TO SIDE

ASSEMBLY - OVER DOOR

NEW FLOOR INDICATOR

CALL ASSEMBLY

EXISTING MAINTENANCE

FUNCTIONALITY OF

AND MAINTAIN

LABELS, PROTECT

REPLACE SAFETY

OF ENTRY

INTERIOR FACES

LABELS ON BOTH

NEW FLOOR

- SEE ELEC.

SMOKE DETECTORS

REPLACE ALL

NEW "ELEVATOR" SIGN

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

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E N

A M

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B

G O

R

E V

A T

O R

E L

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A T

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S

A-301

A F

O R

D

B

G O

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A

-3

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

B6

A-301 A-301

ELEVATOR LOBBY ELEVATIONS B13

A-301 A-301

TYPICAL ELEVATOR LOBBY ELEVATION

@ 1244, 1258, 1273, AND 1291

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

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

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O R

P S

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E N

G

IN

E E

R S

A D

V E

R T

IS

E

M E

DOOR SCHEDULE

DR

NO.

DOOR LOCATION DOOR SIZE

DOOR FRAME DETAILS FIRE LABEL

& RATING

HDWR REMARKS

(SEE NOTES BELOW)SILLJAMBHEADMATTYPEMAT.TYPE SET

F HM

F HM

PS

F HM

A PS

F HM

PS

PS

F HM A PS

F

F

F

HM

HM

HM

A

B

PS

PS

PS HW-190 MINUTE

F HM A PS

B-100

B-101

A-100

A-101

1-100

1-101

2-100

2-101

EM-100

L4/A-700 G4/A-700 D4/A-700

L8/A-700 E8/A-700 B8/A-700

NO SCALE

A B F

S E

E S

C H

E D

U L

E

S E

E S

C H

E D

U L

E

S C

H E

D U

L E

FRAME TYPES

NO SCALE

DOOR TYPES

SCHED

SEE

ELEVATOR SHAFT - ELEV 1244.0 3'-6 X 7'-0"

4-0" X 7'-0

3'-6 X 7'-0"

3'-6 X 7'-0"

3'-6 X 7'-0"

3'-6 X 7'-0"

3'-6 X 7'-0"

3'-6 X 7'-0"

3'-6 X 7'-0"

ELEVATOR LOBBY - ELEV 1244.0

ELEVATOR SHAFT - ELEV 1258.0

ELEVATOR LOBBY - ELEV 1258.0

ELEVATOR SHAFT - ELEV 1273.0

ELEVATOR LOBBY - ELEV 1273.0

ELEVATOR SHAFT - ELEV 1291.0

ELEVATOR LOBBY - ELEV 1291.0

ELEV MACHINE ROOM - ELEV 1307.0

FRAME -

EXIST ELEVATOR

3'-6" 4'-4"

1. PAINT ALL NEW AND EXISTING PLASTER AND FINISHES TO MATCH EXISTING.

ROOM FINISH SCHEDULE REMARKS/NOTES

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B8/A-700E8/A-700L8/A-700

B-100

B-101

A-100

A-101

1-100

1-101

2-100

2-101

EM-EX

EL-100 ELEVATOR CAR

ELEVATOR MACHINE ROOM-ELEV 1307.0

ELEVATOR LOBBY AT ELEVATION 1291.0

ELEVATOR SHAFT AT ELEVATION 1291.0

ELEVATOR LOBBY AT ELEVATION 1273.0

ELEVATOR SHAFT AT ELEVATION 1273.0

ELEVATOR LOBBY AT ELEVATION 1258.0

ELEVATOR SHAFT AT ELEVATION 1258.0

ELEVATOR LOBBY AT ELEVATION 1244.0

ELEVATOR SHAFT AT ELEVATION 1244.0

C O

N C

R E

T E

E

X

IS

T

IN

G

R E

S

IL

IE

N

T T

IL

E

R A

IS

E

D R

A D

IA

L

D O

T F

L R

G

C E

R A

M

IC

T

IL

E

E X

IS

T

IN

G

C A

R P

E T

N O

N E

R E

Q U

IR

E

D -E

X

IS

T

R E

S

IL

IE

C

R A

M

IC

T

IL

E -E

X

IS

T

C O

N C

R E

T E

M A

S O

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IT

S

G Y

P S

U M

B O

A R

D

P L

A S

T E

R -E

X

IS

T

IN

G

S T

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C L

A Y

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S

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IS

T

C O

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-E X

IS

T

S T

A

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L E

S S

S T

P A

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L

C E

R .T

IL

E

-E X

IS

T

C O

N C

R E

T E

M A

S O

N R

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N

IT

S

G Y

P S

U M

B O

A R

D

P L

A S

T E

R -E

X

IS

T

IN

G

S T

R U

C T

C L

A Y

U N

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S

-E X

IS

T

C O

N C

R E

T E

-E X

IS

T

S T

A

IN

L E

S S

S T

P A

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L

C E

R .T

IL

E

-E X

IS

T

C O

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M A

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IT

S

G Y

P S

U M

B O

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D

P L

A S

T E

R -E

X

IS

T

IN

G

S T

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C T

C L

A Y

U N

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S

-E X

IS

T

C O

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T E

-E X

IS

T

S T

A

IN

L E

S S

S T

P A

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L

C E

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IL

E

-E X

IS

T

C O

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M A

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S

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P S

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B O

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P L

A S

T E

R -E

X

IS

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IN

G

S T

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C T

C L

A Y

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S

-E X

IS

T

C O

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-E X

IS

T

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A

IN

L E

S S

S T

P A

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L

C E

R .T

IL

E

-E X

IS

T

A C

O U

S T

IC

A

L T

IL

E

G Y

P S

U M

B O

A R

D

M E

T A

L D

E C

K

IN

G /E

X P

S

T R

P L

A S

T E

R -E

X

IS

T

M E

T A

L P

A N

E L

S -E

L E

V A

T O

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S U

S P

E N

D E

D

R

IG

ID

1 2 3 4 5 6 7 8 1 2 3 4 5 6 1 2 3 4 5 6 7 8 1 2 3 1 2 3 4 5 6 7 8 1 2 3 21 3 4 5 6 7 8 1 2 3 21 3 4 5 6 7 8 1 2 3 1 2 3 4 5 S R

1.

1.

1.

1.9'-0"

9'-0"

9'-0"

9'-0"

VARIES

8'-0"

RM

NO

ROOM NAME FLOOR BASE

NORTH

WAINSCOT

MAT. HGT.

EXISTING ROOM MATERIAL AND FINISH SCHEDULE

WALLS

SOUTH

WAINSCOT

HGT.MAT.

EAST

WAINSCOT

MAT. HGT.

WAINSCOT

WEST

MAT. HGT.

MAT. TYPE HGT.

CEILING REMARKS

(SEE NOTES)

AND ALL ASSOCIATED FINISHES TO MATCH EXISTING.

1. PAINT EXISTING ELEVATOR HOISTWAY DOOR FRAME

DOOR SCHEDULE REMARKS/NOTES

A N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

O R

S C

H E

D U

L E

S

R O

O M

F

IN

IS

H

A N

D

A-600

A F

O R

D

B

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R

A

-6

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F

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C T

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N

D A

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D U

C T

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N

D A

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P

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D U

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N

D A

T A

P

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D U

C T

IO

N

D A

T A

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

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IC

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A

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N N

O

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S

U E

D A

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M A

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D E

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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

A D

V E

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IS

E

M E

N T

GWB DOOR FRAME

STL WRAP- AROUND

THICKNESS

ACCORDING TO WALL

DETERMINE FRAME SIZE

CONTRACTOR SHALL

DOOR AS SCHEDULED

T Y

P

DOOR AS SCHEDULED

SHAFTWALL ASSEMBLY

GWB ON 6" STEEL STUD

ONE LAYER OF 1" TYPE "X"

TWO LAYERS OF 5/8" AND

AS REQUIRED FOR THE SPAN

MANUFACTURER AND GAGE

AS STANDARD WITH THE

ASSEMBLY WITH SPACING

6" STEEL STUD SHAFTWALL

GWB DOOR FRAME

STL WRAP- AROUND

DOOR AS SCHEDULED

SHAFTWALL ASSEMBLY

GWB ON 6" STEEL STUD

ONE LAYER OF 1" TYPE "X"

TWO LAYERS OF 5/8" AND

AS REQUIRED FOR THE SPAN

MANUFACTURER AND GAGE

AS STANDARD WITH THE

ASSEMBLY WITH SPACING

6" STEEL STUD SHAFTWALL

GWB DOOR FRAME

STL WRAP-AROUND

W/ 3 ANCHORS PER JAMB (TYP.)

DOUBLE STUDS AT JAMBS

EXIST. CONC. FLOOR SLAB

EL. = +/- 7'-0" A.F.F.

B.O. ELEVATOR DOOR FRAME

STD. W/ MFR.

DOOR ASSEMBLY - AS

ELEVATOR CAR AND

STD. W/ MFR.

DOOR ASSEMBLY - AS

ELEVATOR CAR AND

LOBBY WALLS

FINISH - PAINT EXISTING

ASSEMBLY W/PLASTER

CLAY TILE SHAFTWALL

EXISTING STRUCTURAL

MATCH EXISTING

FRAME & DOOR - PAINT TO

AROUND ELEVATOR DOOR

EXISTING STL WRAP-

ASSEMBLY -

DOOR SILL/THRESHOLD

EXISTING ELEVATOR

MATCH EXISTING

FRAME & DOOR - PAINT TO

AROUND ELEVATOR DOOR

EXISTING STL WRAP-

LOBBY WALLS

FINISH - PAINT EXISTING

ASSEMBLY W/PLASTER

CLAY TILE SHAFTWALL

EXISTING STRUCTURAL

STD. W/ MFR.

DOOR ASSEMBLY - AS

ELEVATOR CAR AND

ASSEMBLY -

DOOR SILL/THRESHOLD

EXISTING ELEVATOR

1291.0 LEVEL 2

EL. = 1273.0 LEVEL 1

FIN FLOOR

SLAB

EXIST. CONC. FLOOR

EM-EX

EM-EX A

N

S

P L

A C

E M

E N

T

P O

W E

R H

O U

S E

P A

S S

E N

G E

R E

L E

V A

T O

R

F O

R T

R A

N D

A L

L D

A M

S

O U

T H

D A

K O

T A

W F

R

N O

V E

M B

E R

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

B

G O

R

IS

C E

L L

A N

E O

U S

D E

T A

IL

S

A-700

A F

O R

D

B

G O

R

A

-7

.d

F

O

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

P

R O

D U

C T

IO

N

D A

T A

L4

A-600 A-700

G4

A-600 A-700

D4

A-600 A-700

E8

A-600 A-700

L8

A-600 A-700

B8

A-600 A-700

DOOR HEAD DETAIL

DOOR JAMB DETAIL

DOOR SILL DETAIL

ELEVATOR DOOR HEAD DETAIL

ELEVATOR DOOR JAMB DETAIL

ELEVATOR DOOR SILL DETAIL

A-300

SCALE: 3" = 1'-0"

0 6"6" 3"

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

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US Army Corps

U .S

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EXISTING STEEL GIRDER

THE MFR.

EA SIDE AS STD W/

WOOD BLOCKING

FASTENER INTO

EPDM MEMBRANE

WHERE CUT-TYP.

EXISTING EPDM MEMBRANE

MFR. INTEGRATE INTO

ASSEMBLY AS STD W/ THE

NEW AND EXISTING ROOF

FLASHINGS AT JOINT BETWEEN

EPDM MEMBRANE AND

IN REGLET AT EXIST PARAPET

METAL COUNTERFLASHING

PARAPET WALL

EXISTING CONCRETE

EPDM ROOF BASE FLASHING

STEEL STRUCTURE - SEE STRUCTURAL

NEW STEEL ROOF DECK ON EXIST.

INSULATION BD, AND TAPERED INSULATION

ROOF SLOPE. PROVIDE NEW UNDERLAYMENT,

ADJACENT EXIST. INSULATION, AND

EXIST. CONC. FILL/INSUL., TOP OF

SLOPE AND THICKNESS OF REMOVED

- THICKNESS AS REQD. TO MATCH

RIGID ROOF INSULATION ASSEMBLY

G

PANELS WITHOUT PRIOR APPROVAL.

NOT MECHANICALLY FASTEN INTO

MOVEMENT OF RETENTION CLIPS. DO

PREVENT DAMGE TO PANELS OR

GREAT CARE SHALL BE TAKEN TO

FIELD VERIFY JOINT LOCATIONS.

COORD. W/ STRUCTURAL AND

REMOVE PANELS TO PANEL JOINTS -

WITH EXIST. CONC. TOPPING & INSUL.

CONCRETE DECK PANEL ASSEMBLY

EXIST. STRUCTURAL PRECAST

SHEET METAL CAP

TREATMENT AS STD. W/ MFR.

SEAMED/SEALED END

WOOD CURB/NAILER

- SEE STR.

STEEL ANGLE FRAME

CONT. WELDED TO STL ANGLE

5" x 2" x 1/4" CONT. BENT STL PL.

M

IN

GOOSENECK - SEE MECH.

EXHAUST FAN OR

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A-170 A-701

ROOF DETAIL AT PENTHOUSE

SCALE: 1-1/2" = 1'-0"

0 1'1' 6"

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EXISTING STEEL GIRDER

CLAY TILE WALL

EXISTING STRUCTURAL

WHERE CUT-TYP.

EXISTING EPDM MEMBRANE

MFR. INTEGRATE INTO

JOINT AS STD W/ THE

FLASHINGS AT EXPANSION

EPDM MEMBRANE AND

THE MFR.

EA SIDE AS STD W/

WOOD BLOCKING

FASTENER INTO

EPDM MEMBRANE

- SEE STRUCTURAL

STEEL STRUCTURE

DECK ON EXIST.

NEW STEEL ROOF

EXISTING STEEL GIRDER

THE MFR.

EA SIDE AS STD W/

WOOD BLOCKING

FASTENER INTO

EPDM MEMBRANE

WHERE CUT-TYP.

EXISTING EPDM MEMBRANE

MFR. INTEGRATE INTO

ASSEMBLY AS STD W/ THE

NEW AND EXISTING ROOF

FLASHINGS AT JOINT BETWEEN

EPDM MEMBRANE AND

PARAPET WALL

EXISTING CONCRETE

ROOF SLOPE

INSULATION AND

ADJACENT EXIST.

TO MATCH TOP OF

- THICKNESS AS REQD.

RIGID ROOF INSULATION

OF ROOF AT JOINT

BEYOND. MATCH SLOPE

ROOF EXPANSION JOINT

EXTENSION OF EXIST.

TIE INTO, AND INSTALL

REMOVED TO INTEGRATE,

INSULATION CUT AND

MEMBRANE ON EXIST. RIGID

EXIST. EPDM ROOF

PANELS WITHOUT PRIOR APPROVAL.

NOT MECHANICALLY FASTEN INTO

MOVEMENT OF RETENTION CLIPS. DO

PREVENT DAMGE TO PANELS OR

GREAT CARE SHALL BE TAKEN TO

FIELD VERIFY JOINT LOCATIONS.

COORD. W/ STRUCTURAL AND

REMOVE PANELS TO PANEL JOINTS -

WITH EXIST. CONC. TOPPING & INSUL.

CONCRETE DECK PANEL ASSEMBLY

EXIST. STRUCTURAL PRECAST

SLOPE

CONC. PANELS.

FASTEN INTO PRECAST

AND CLIPS. DO NOT MECH.

& FIELD VERIFY ALL JOINTS

JT. -COORD. W/ STRUCT.

REMOVED TO ROOF EXP.

CONC. DECK ASSEMBLY

EXIST. STRUCT. PRECAST

EXIST. PARAPET

IN REGLET AT

COUNTERFLASHING

SHT. METAL

FLASHING

EPDM ROOF BASE

- SEE STRUCTURAL

ON EXIST. STL. STRUCT.

NEW STL. ROOF DECK

TAPERED INSULATION

INSULATION BD, AND

UNDERLAYMENT,

PROVIDE NEW

INSUL., AND ROOF SLOPE.

OF ADJACENT EXIST.

CONC. FILL/INSUL., TOP

OF REMOVED EXIST.

SLOPE AND THICKNESS

AS REQD. TO MATCH

ASSEMBLY - THICKNESS

RIGID ROOF INSUL.

THE MFR.

EA SIDE AS STD W/

WOOD BLOCKING

FASTENER INTO

EPDM MEMBRANE

WHERE CUT-TYP.

EXISTING EPDM MEMBRANE

MFR. INTEGRATE INTO

ASSEMBLY AS STD W/ THE

NEW AND EXISTING ROOF

FLASHINGS AT JOINT BETWEEN

EPDM MEMBRANE AND

G

PANELS WITHOUT PRIOR APPROVAL.

NOT MECHANICALLY FASTEN INTO

MOVEMENT OF RETENTION CLIPS. DO

PREVENT DAMGE TO PANELS OR

GREAT CARE SHALL BE TAKEN TO

FIELD VERIFY…