Attachment F - FP PH1 Surge Tank Roof STEP 1 Drawings.pdf

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

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

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

S T

E P

S O

L

IC

IT

A

T

IO

N

A N

S I

D

P O

W E

R H

O U

S E

R O

O F

R E

P A

IR

S

F O

R T

P E

C K

D A

M

M O

N T

A N

A

W

F

B A

/0

/2

M

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

IC

T

F

IL

E

N U

M B

E R

F

IL

E N

A M

E

C F

O S

M E

R

C

V E

R

I N

D E

X

G-001

M H

O F

F M

A N

C F

O S

M

G

-0

.d g n

H

O F

F M

N

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

POWERHOUSE #1 ROOF REPAIRS

FORT PECK DAM, MONTANA

W9128F25BA002

04/04/2025

OMAHA DISTRICT

of Engineers

US Army Corps

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

PE

SECTION

PE

SECTION

PE

SECTION

PE

SECTION

PE

SECTION

SECTION

RA

CADD

PROJECT COORD.

DATE

DATE

DATE

DATE

CHIEF, DESIGN BRANCH

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

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

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

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

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

FUELS

ARCH. / INTER.

ELEC.

MECH.

PE

CIVIL / ENVIR.

STRUCT.

DATECHIEF, DAM SAFETY PROD.

CENTER

GEOT./ DAM SAFETY

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

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

S T

E P

S O

L

IC

IT

A

T

IO

N

A N

S I

D

W E

R H

O U

S E

R O

O F

R E

P A

IR

S

F O

R T

P E

C K

D A

M

M O

N T

A N

A

W

F

B A

/0

/2

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

IC

IL

E

N U

M B

E R

F

IL

E N

A M

E

C F

O S

M

B

B R

E V

IA

T

IO

N

S

G-002

M H

O F

F M

A N

C F

O S

M

G

-0

.d g

H

O F

F M

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

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

ST

EP

SO

LI

C

IT

AT

IO

N

S-001

G

EN

ER

AL

S

TR

U C

TU

R

AL

N

O

TE

S, D

ES

IG

N L

O

AD

S

AB

BR

EV

IA

TI

O

N S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

T.

H

AH

N

T.

H

AH

N

S.

D

EN

N

IN

G

W . B

O

EC

K

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

1R

_S tu c.

rv t

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION ABBREVIATION NAME

# NUMBER

& AND

= EQUAL, EQUALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISEHD FLOOR

AH, AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/ FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BET BETWEEN

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

C CHANNEL

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER

CWB CAPILLARY WATERBARRIER

D DEEP, DEPTH

DEG DEGREE

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DL DEADLOAD

DO DITTO

DT DRAG TRUSS

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACHFACE

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

EQN EQUATION

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXT EXTERNAL, EXTERIOR

FF FAR FACE

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FJ FLOOR JOIST

FMG FRAMING

FN FIELD NAIL

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT, ' FOOT

FTG FOOTING

Fy YIELD STRESS

GA GAUGE

GLB GLUED LAMINATED BEAM

GT GIRDER TRUSS

GUSS GUSSET

GYP BD GYPSUM BOARD

HD HOLD DOWN

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATNG/ VENTILATING/ AIR CONDITIONING

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

IN, " INCH

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION ABBREVIATION NAME

INCL INCLUDE

INFO INFORMATION

INS INSULATED, INSULATION

JST JOIST

K, KIPS THOUSAND POUNDS

L LENGTH, ANGLE

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATION

LONG LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

MAS MASONRY

MB MACHINE BOLT

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MF MOMENT FRAM

MFG MANUFACTURING

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFY, MODIFIED

MRF MANUFACTURER

NF NEAR FACE

NOM NOMINAL

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND, OVERHEAD

OWSJ OPEN WEB STEEL JOIST

P/C PIN CONNECTED

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PFJ PERIMETER FELT JOINT

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT, PRETENSIONED

REINF REINFORCING, REINFORCED

REQ REQUIRED

RET RETURN, RETAINING

REV REVISION, REVISED

RF ROOF

RFT RAFTERS

RPM REVOLUTIONS PR MINUTE

RS ROUGH SAWN

RT ROOF TRUSS

S SECTION MODULUS

SC SLIP CRITICAL

SCBRW SEGMENTAL CONCRETE BLOCK RETAINING WALL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SEIS SEISMIC

SEP SEPARATION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SMS SHEET METAL SCREW

SPEC(S) SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

ST SNUG TIGHT

STD STANDARD

STIF/STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TGB TOP OF GRADE BEAM

THK THICK, THICKNESS

TL TOTAL LOAD

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UFC UNITED FACILITES CRITERIA

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT VERTICAL

W WIDTH, WEST, WIDE FLANGE

w/ WITH

WF WIDE FLANGE

WPT WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x BY, TIMES

1. GENERAL:

A. THESE NOTES AND OTHER DRAWINGS NOTES CONTAINED WITHIN, ARE PROVIDED TO

MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT CONTRACT SPECIFICATIONS. THESE

NOTES NEITHER REPLACE NOR OVERRIDE PROVISIONS AND REQUIREMENTS OF

CONTRACT SPECIFICATIONS.

B. SEE ARCHITECTURAL SHEETS FOR BUILDING ELEVATIONS.

C. COORDINATE STRUCTURAL DRAWINGS WITH DRAWINGS FROM OTHER DISCIPLINES.

D. REPORT DISCREPANCIES IN DIMENSIONS ON THE DRAWINGS VIA THE "EXISTING

CONDITIONS" SUBMITTAL REFERENCED IN SPECIFICATION SECTION 024100 PRIOR TO

BEGINNING WORK IN AREA THAT WILL AFFECTED. IF CERTAIN FEATURES ARE NOT FULLY

SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, PROVIDE

CONSTRUCTION OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE

SHOWN OR CALLED FOR WITH APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE.

E. "TYPICAL" APPLIES NOT ONLY WHERE SPECIFICALLY INDICTED OR REFERENCED, BUT

ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR

USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM

THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

DETAIL IS SPECIFICALLY INDICATED OF REFERENCED.

F. DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE. CONTRACTOR IS

RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDED, BUT NOT

LIMITED TO SHORING AND TEMPORARY BRACING. UNDERTAKE ALL NECESSARY

MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT SITE AND

ADJACENT TO SITE.

G. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS.

H. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON STRUCTURAL FRAME

SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING

AND BRACING WHERE DESIGN STRENGTH HAS NOT BEEN ATTAINED OR STRUCTURE IS

NOT COMPLETE. MATERIALS SHALL BE STAGED ON MAIN ROOF BEAMS.

I. SHOULD EXISTING NAILABLE CONCRETE NOT BE USED AS FASTENING SURFACE. A

MAXIMUM OF 3 PSF MAY BE ADDED AS A FASTENING SURFACE.

J. CONCRETE PANEL UPLIFT CLIPS MUST BE PROTECTED DURING ROOF REMOVAL. CLIPS

MUST BE IMMEDIATELY REPAIRED IF DAMAGED.

K. EXISTING NAILS SHALL BE REMOVED IN A MATTER TO LIMIT DAMAGE TO THE CONCRETE

ROOF PANELS.

L. CLAY TILE FASTENERS ARE TO RESIST A MINIMUM AVERAGE SERVICE LOAD PULLOUT

RESISTANCE VALUES OF 180 LBS/FASTENER WITH NO INDIVIDUAL FASTENER LESS THAN

170LBS/FASTENER OR AS PER MANUFACTURER INSTALLATION INSTRUCTIONS, WHICHEVER

IS GREATER. FASTENER PULLOUT RESISTANCE VALUES MUST BE IN COMPLIANCE WITH

AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) ANSI/SPRI FX-1 - STANDARD FIELD TEST

PROCEDURE FOR DETERMINING THE WITHDRAWAL RESISTANCE OF ROOFING FASTENERS.

2. DESIGN CRITERIA:

STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES, GUIDE AND

SPECIFICATIONS:

A. INTERNATIONAL BUILDING CODE, 2021.

B. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2016.

C. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019.

3. DESIGN LOADS:

A. RISK CATEGORY: III

B. DEAD LOADS (IN ADDITION TO SELF WEIGHT):

1. CLAY TILE ROOFING 10 PSF

2. CONCRETE PANEL 30 PSF (VERIFY IF REPLACING)

3. PLYWOOD UNDERLAYMENT AND FURRING 3 PSF (MAXIMUM)

C. ROOF LIVE LOAD (NON-REDUCIBLE): 20 PSF (300 LB CONCENTRATED)

D. SNOW LOAD CRITERIA:

1. GROUND SNOW LOAD, Pg 24 PSF

2. FLAT-ROOF SNOW LOAD, Pf 17.7 PSF

3. SLOPED ROOF SNOW LOA, Ps 17.7 PSF

4. SNOW IMPORTANCE FACTOR 1.1

5. SNOW EXPOSURE FACTOR, Ce 0.8

6. SNOW THERMAL FACTOR, Ct 1.2

7. ROOF SLOPE FACTOR, Cs 1.0

E. WIND LOAD CRITERIA:

1. BASIC DESIGN WIND SPEED,3-SECOND GUST, V 118 MPH

2. ALLOWABLE STRESS DESIGN WIND SPEED, V 91 MPH

3. WIND EXPOSURE CATEGORY D

4. INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

5. DESIGN PRESSURES FOR EXTERIOR COMPONENTS AND CLADDINGS ARE

INDICATED ON DRAWINGS S-002

GENERAL STRUCTURAL NOTES

COMPONENT AND CLADDING PRESSURES (psf)

EFFECTIVE

AREA (SQ FEET)

ROOF ZONES

1 2r 2e 3

+34.3 -62.9

+34.3 -120

+34.3 -124.8

+34.3 -162.9

+17.6 -84.3 +16.0 -58.1 +16.0 -39.1

+16.0 -41.4

+17.6 -53.3

+17.6 -58.1 +16.0 -29.5 +16.0 -29.5 +16.0 -29.5

+17.6 -77.1 +16.0 -39.1 +16.0 -39.1 +16.0 -39.1 +16.0 -39.1 +16.0 -39.1

+16.0 -31.9 +16.0 -24.8 +16.0 -24.8 +16.0 -24.8

+16.0 -39.1 +16.0 -39.1 +16.0 -39.1

+16.0 -29.5 +16.0 -29.5

NOTES:

1. h = MEAN ROOF HEIGHT = 264 FT

2. a = END ZONE WIDTH = 4.5 FT

3. POSITIVE PRESSURES ACT TOWARDS SURFACE

4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE

5. VALUES SHOWN IN TABLE ARE ULTIMATE PER ASCE 7-16

COMPONENTS AND CLADDING NOTES

1. WIND PRESSURES SHOWN IN THE TABLE CORRESPOND TO WIND PRESSURE DIAGRAMS.

INTERPOLATING BETWEEN TRIBUTARY AREA IS PERMITTED.

2. WIND PRESSURES SHOWN SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED

IN SECTIONS 2.3 AND 2.4 OF ASCE 7-16

3. ALL WIND LOADS WERE CALCULATED FROM ASCE 7-16 USING THE DESIGN WIND SPEED (SEE

SHEET S-001)

4. POSITIVE NUMBERS ARE TOWARDS THE SURFACE AND NEGATIVE NUMBERS ARE AWAY FROM THE

SURFACE.

5. TRIBUTARY AREA GREATER THAN 700 SF MAY BE DESIGNED USING THE MAIN WIND FORCE

RESISTING SYSTEM (MWFRS) PROVISIONS FROM ASCE 7-16, SECTION 30.2.3

1 1

2r 2r

2r

2r 2r

2r

2r

2r 2r

2e 2e

2e a a a

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

ST

EP

SO

LI

C

IT

AT

IO

N

S-002

W

IN

D L

O

AD

S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

T.

H

AH

N

T.

H

AH

N

S.

D

EN

N

IN

G

W . B

O

EC

K

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

1R

_S tu c.

rv t

NTSA1

COMPONENTS AND CLADDING

PRESSURES

MAXIMUM 24"

24 INCHES O.C.

MINIMUM 3 INCHES

FROM ANY CONCRETE

EDGE.

1/4" DIAMETER HOT DIP

GALVANIZED ASTM A 307

THROUGH BOLTS. USE WASHER

ON EACH FACE. WASHERS TO

HAVE A MINIMUM OUTSIDE

DIAMETER OF 1". COUNTERSINK

THE BOLT TO MAINTAIN A FLAT

SURFACE TO ATTACH THE

PLYWOOD OVERLAY.

2"X3" WOOD

FURRING STRIPS

3/4" PLYWOOD PANEL

#8 STAINLESS STEEL SCREWS. EMBED IN

2X3 FURRING STRIP 1.25" MINIMUM.

FASTEN 6 INCHES O.C. AT SUPPORTED

PANEL ENDS AND 6 INCHES O.C. AT

INTERMEDIATE SUPPORTS.

EXISTING

CONCRETE

ROOF PANEL

EXISTING STEEL ROOF BEAM

NOTES:

1. THROUGH BOLTS ARE NOT ALLOWED IN THICKENED

PORTIONS OF THE CONCRETE ROOF PANELS.

2. CONTRACTOR IS TO TAKE PRECAUTIONS TO AVOID ANY

DAMAGE TO EXISTING UPLIFT CLIPS AT ANY POINT DURING

CONSTRUCTION.

3. DO NOT PENETRATE STEEL ROOF BEAMS.

4. THE 3/4" PLYWOOD OVERLAY IS THE MAXIMUM THICKNESS

ALLOWED. THE ROOF TILES AND FASTENERS SHALL BE

VERIFIED TO MEET MINIMUM UPLIFT REQUIREMENTS. SEE

S-001 FOR FASTENER PULLOUT REQUIREMENTS.

5. MINIMUM BENDING STRENGTH OF PLYWOOD IS fb=575 psi

SPAN PLYWOOD TO ENSURE

STRONG BENDING AXIS IS

PERPENDICULAR TO FURRING

STRIPS

BORDER BLOCKING TO BE ADDED FOR FASCIA

ATTACHMENT. SEE ARCHITECTURAL DETAILS FOR

BLOCKING LOCATION AND FASCIA DETAIL. BLOCKING TO BE

FASTENED TO CONCRETE ROOF DECK PANELS WITH

CONSTRUCTION ADHESIVE. ADHESIVE TO HAVE A MINIMUM

TENSILE STRENGTH OF 100 PSI.

INSTALL H-CLIPS AT ALL UNSUPPORTED FREE

EDGES GREATER THAN 16". SEE DETAIL M2 ON S-501

H-CLIP

PLYWOOD SHEATHING

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

ST

EP

SO

LI

C

IT

AT

IO

N

S-501

PL

YW

O O

D O

VE

R

LA

Y

BI

D

O

PT

IO

N

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

T.

H

AH

N

T.

S

AU

N

D

ER

S

S.

D

EN

N

IN

G

W . B

O

EC

K

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

1R

_S tu c.

rv t

NTSA1 3/4" PLYWOOD SHEATING (BID OPTION)

NTSM2 H-CLIP

C2 A-301

7/

2"

8"

REMOVE AND

SCRAP EXISTING 16

OZ. COPPER

FLASHING 15" WIDE

ON ALL HIPS

(DEMO)

REMOVE AND SCRAP

EXISTING SHINGLE TILE

ROOF ON PRECAST

NAILING CONCRETE ROOF

DECK PANELS

EXISTING LANTERN

TO REMAIN

REMOVE AND SCRAP

EXISTING BOSTON

TILE RIDGE (DEMO)

EXISTING MOPPED

ASPHALT ON CONCRETE

SURFACES BELOW NOT

IN CONTRACT

57' - 8"

14' - 9 1/8"

1/1 6"

17' - 4 7/8"

41' - 1/16"

/8

CROSS HATCHING REPRESENTS

THE TEST AREA DEMOLITION -

SEE DEMOLITION NOTE 7

EXISTING STEEL

PURLIN TO REMAIN

REMOVE AND

SCRAP EXISTING

SHINGLE TILE ROOF

(DEMO)

EXISTING PRECAST

CONC. NAILABLE

ROOF PANELS TO

REMAIN

REMOVE AND SCRAP

EXISTING ROOF FELT

UNDERLAYMENT (DEMO)

FLASHING MEMBRANE

(DEMO)

REMOVE AND SCRAP

EXISTING CONC.

NAILS (DEMO)

EXISTING STEEL BEAM

TO REMAIN

REMOVE AND

SCRAP EXISTING

WOOD NAILERS

(DEMO)

T.O. ROOF (EL. 2340.48)

COPPER

WIRE GLASS EXISTING (TO REMAIN)

EXISTING CLAY TILE

SHINGLE

ROOF(DEMO)

STRUCTURAL STEEL

CURB EXISTING (TO

REMAIN)

TOP LINE OF

ROOF TRUSS

COPPER FLASHING (DEMO)

CAULKING

COPPER EXISTING (TO REMAIN)

3"

1/ 2"

2" 3"

1'

0"

1/ 2"

VA

R

IE

S

2 1/2" PRECAST

CONCRETE ROOF

DECK TO REMAIN

REMOVE AND SCRAP EXISTING

ROOF FELT UNDERLAYMENT

(DEMO)

VARIES

3'

/2

2" 4" 2"

REMOVE AND SCRAP

EXISTING CLAY TILE

SHINGLE ROOF (DEMO)

EXISTING PRECAST

CONCRETE ROOF DECK

PANELS TO REMAIN

EXISTING ROOF DECK

PANEL RETENTION CLIPS

TO REMAIN - TYP.

EXISTING STEEL TRUSS

TO REMAIN

EXISTING PRECAST

CONCRETE FASCIA

PANELS TO REMAIN

EXISTING GRATING AND

SCREEN TO REMAIN

EXISTING CONCRETE

SLAB TO REMAIN

7"

EL 2320.0

2'

0"

1/ 2"

1'

4"

EL 2321.96

12" 8"

EXISTING STEEL ROOF

PURLIN TO REMAIN

DEMOLITION AREA

EXISTING ROOF

DECK RETENTION

CLIPS TO REMAIN

EXISTING

STEEL ROOF

PURLIN TO

REMAIN

EXISTING 2 1/2"

PRECAST NAILING

CONCRETE ROOF DECK

PANELS TO REMAIN

REMOVE AND

SCRAP EXISTING

CLAY TILE

SHINGLE ROOF

(DEMO)

TOP LINE OF

EXISTING STEEL

TRUSS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 4:

P

M

AD101

D

EM

O

LI

TI

O

N R

O O

F

PL

AN

A

N D

D

ET

AI

LS

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

B.

G

O R

U P

A.

W

ES

TB

R O

O K

B.

G

O R

U P

B.

G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

1/8" = 1'-0"J1 DEMO ROOF PLAN

3" = 1'-0"J9 ROOF RIDGE DEMO

1 1/2" = 1'-0"D1 ROOF AT LANTERN DETAIL DEMO

3/4" = 1'-0"D9 ROOF EAVE DEMO

GENERAL DEMOLITION NOTES:.

1. REMOVE AND SCRAP ALL EXISTING CLAY ROOFING TILES, FLASHING, FELT UNDERLAYMENT, CONCRETE NAILS, AND ANY OTHER ROOFING PRODUCTS REMAINING OVER THE PRECAST CONCRETE ROOF PANELS.

2. REMOVE AND SCRAP EXISTING FLASHING ASSEMBLIES.

3. EXISTING CONCRETE ROOF PANELS AND PURLINS TO REMAIN. EXISTING CONCRETE ROOF PANELS SHALL BE PROTECTED AND REPAIRED IF NECESSARY DURING THE DEMOLITION PROCESS. EVERY CAUTION SHALL BE TAKEN TO NOT DISTURB THE CONCRETE PANELS, PURLINS, AND METAL RETENTION

CLIPS.

4. REMOVE AND SCRAP EXISTING WOOD MEMBERS AND NAILERS AT HIPS, PERIMETER, AND OTHER

LOCATIONS WHERE EXISTING.

5. ALL DIMENSIONS SHALL BE FIELD VERIFIED.

6. CONTRACTOR SHALL DESIGN AND SUBMIT A SITE-SPECIFIC FALL PROTECTION PLAN FOR GOVERNMENT REVIEW AND APPROVAL PRIOR TO ON SITE ACTIVITIES AS REQUIRED PER RELEVANT SPECIFICATION

SECTIONS.

7. SEE SPECIFICATION SECTION 02 41 00, PARAGRAPH 1.2.2.1. FOR THE TEST AREA DEMOLITION

REQUIREMENTS.

8. THE EXISTING CLAY TILE ROOFING SHINGLES HAS AN ASBESTOS BITUMINOUS MATERIAL PRESENT ON

PORTIONS OF THE UNDERSIDE. THE CLAY TILES AND ASSOCIATED MATERIAL WITH ASBESTOS

CONTAINING MATERIAL WILL REQUIRE REMOVAL AND PROPER HANDLING AND DISPOSAL AS PART OF THE

TILE ROOFING REMOVAL PROCESS IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 00.

PLAN NORTH

1/32" = 1'-0"

DEMOLITION LEGEND

3" = 1'-0"F16 TYP. CLIP DETAIL

C2 A-301

NEW 16 OZ.

COPPER FLASHING

15" WIDE AT ALL

HIPS TO MATCH

EXISTING AND AS

REQUIRED IF HIP

TILES MULTIPLE

PIECES- TYP.

NEW CLAY TILE ROOF

SHINGLES ON EXISTING

PRECAST CONCRETE

DECK PANELS - TYP.

EXISTING LANTERN TO

REMAIN AND BE

PROTECTED DURING

CONSTRUCTION

NEW ONE PIECE CLAY

HIP TILES AT ALL HIPS - TYP.

EXISTING MOPPED

ASPHALT ON CONCRETE

SURFACES BELOW IS

NOT IN THE CONTRACT -

TYP.

7/

2"

8"

57' - 8"

14' - 9 1/8"

1/1 6"

17' - 4 7/8"

41' - 1/16"

/8

T.O. ROOF (EL. 2340.48)

NEW COPPER

FLASHING TO MATCH

EXISTING. DETAIL MAY NOT

ACCURATELY REPRESENT

EXISTING CONDITIONS

EXISTING WIRE GLASS TO REMAIN

NEW CLAY TILE

ROOF SHINGLES ON

EXISTING PRECAST

CONCRETE DECK

PANELS

EXISTING

STRUCTURAL STL

CURB

TOP LINE OF

EXISTING

ROOF TRUSS

NEW COPPER

FLASHING

NEW CONT. SEALANT

BENEATH FLASHING AND

TOP OF UPPERMOST

TILE- TYP.

EXISTING COPPER TRIM

TO REMAIN

3"

1/ 2"

2" 3"

1'

0"

1/ 2"

VA

R

IE

S

NEW CONTINUOUS COMBINATION

ROOF FELT UNDERLAYMENT

NEW SEALANT AT TILE LAPS AND

LAPS AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP. VARIES

3"

3'

/2

2" 4" 2"

NEW CLAY TILE

SHINGLE ROOF

ASSEMBLY - TYP.

EXISTING PRECAST

CONCRETE DECK PANELS

TO REMAIN

UNDISTURBED

EXISTING PANEL

RETENTION CLIPS TO

REMAIN - TYP.

EXISTING STEEL TRUSS

EXISTING PRECAST

CONC.

EXISTING GRATING AND

SCREEN

EXISTING CONC. SLAB

7"

EL 2320.0

2'

0"

1/ 2"

1'

4"

EL 2321.96

12" 8"

EXISTING STEEL

PURLIN

EXISTING PRECAST

CONCRETE DECK

PANELS TO REMAIN

UNDISTURBED

CONTINUOUS ROOF

UNDERLAYMENT EXTEND OVER

WOOD BLOCKING - TYP.

NEW CLAY ROOF SHINGLES/HIP

CAP ON EXISTING PRECAST

CONCRETE DECK PANELS

NEW 18" STRIP OF HIGH TEMP

SELF-ADHERING FLASHING

MEMBRANE AS STD W/ MFR

ROOFING NAILS OR

FASTENERS

CONNECTION BETWEEN

TILE AND CONCRETE

PANEL TO BE AS INDICATED

IN THE SPECIFICATION.

ALTERNATIVE PROPOSED

METHODS OF

SECUREMENT ARE

ACCEPTABLE SUBJECT TO

GOVERNMENT APPROVAL

NEW WOOD NAILERS

SECURED TO EXISTING

DECK AT HIPS AND ALL

LOCATIONS WHERE

EXISTING WERE

REMOVED.

EXISTING STEEL BEAMS

AND PURLINS TO REMAIN

UNDISTURBED

NEW SEALANT AT TILE LAPS AND

LAPS AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP..

STANDARD CLIPS

TO REMAIN

PURLIN

EXISTING 2 1/2"

PRECAST NAILING

CONCRETE ROOF

PANELS

NEW CLAY TILE

SHINGLE ROOF

TOP LINE OF

TRUSS

NEW SEALANT AT TILE LAPS AND

LAPS AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:3 8:

P

M

A-101

R O

O F

PL

AN

A N

D D

ET

AI

LS

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

B.

G

O R

U P

A.

W

ES

TB

R O

O K

B.

G

O R

U P

B.

G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

1/8" = 1'-0"G1 ROOF PLAN

PLAN NORTH

NEW ROOF GENERAL NOTES:

1. ALL DIMENSIONS TAKEN FROM "AS BUILTS". CONTRACTOR IS TO FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE ROOF, THE BUILDING, AND ALL CONTENTS

DURING INCLEMENT WEATHER.

3. EXISTING CONCRETE ROOF PANELS AND PURLINS TO REMAIN.

4. PROVIDE NEW WOOD MEMBERS AND NAILERS AT HIPS, PERIMETER, AND OTHER LOCATIONS WHERE

EXISTING AND AS PER EXISTING CONDITIONS AND SECURE AS PER EXISTING.

5. PROVIDE ELASTOMERIC SEALANT AT ROOF TILE LAPS, LAP JOINTS OF HIP TILES, TO COVER ANY

EXPOSED FASTENERS, BETWEEN HEADER TILES, AS REQUIRED TO SET FLASHINGS, AND WHERE

RECOMMENDED BY THE ROOF TILE MANUFACTURER FOR THE STEEP SLOPE AND THE HIGH WIND

CONDITIONS THAT EXIST.

1 1/2" = 1'-0"A1 ROOF AT LANTERN DETAIL

3/4" = 1'-0"A9 ROOF EAVE .

3" = 1'-0"H9 ROOF HIP/RIDGE

3" = 1'-0"H18 TYP CLIP DETAIL

EL. 2299

EL. 2309

T.O. ROOF (EL. 2340.48)

EL 2321.96

EL. 2289

EL. 2112.50

EL. 2120.0

EL. 2129.0

EL. 2135.0

EL. 2267.0

EL 2061.50

EL 2050.0

RETAINING WALL

NORMAL TAIL

WATER @ EL. 2032.0

RECESSED PANELS

NEW CLAY TILE ROOF SHINGLES

ON EXISTING PRECAST CONCRETE

DECK PANELS

LANTERN

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 5:

P

M

A-200

BU

IL

D

IN

G E

LE

VA

TI

O

N

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

B.

G

O R

U P

A.

W

ES

TB

R O

O K

B.

G

O R

U P

B.

G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

1/16" = 1'-0"A1 EXISTING NORTH ELEVATION

ELEVATION GENERAL NOTES:

1. ALL DIMENSIONS TAKEN FROM "AS BUILTS" AND SHALL BE FIELD VERIFIED.

2. DURING CONSTRUCTION PROTECT THE EXPOSED AREAS OF THE ROOF FROM RAIN, PRECIPITATION, AND WATER DAMAGE. PROTECTED AREAS SHALL REMAIN COVERED UNTIL CONSTRUCTION RESUMES.

3. EXISTING CONCRETE ROOF PANELS AND PURLINS TO REMAIN.

4. ONSITE ACCESS TO ROOF IS BY STAIRS ONLY INSIDE OF THE BUILDING. NO ELEVATOR IS AVAILABLE

TO ACCESS THE WORK AREA.

EL. 2299

EL. 2309

T.O. ROOF (EL. 2340.48)

EL 2321.96

SECOND 'ROOF'

0"

2'

8" 7'

1/ 2"

1'

/2

8"

A-101 A9

EL. 2289

A-101 A1

7"

EXISTING LANTERN TO REMAIN

SHINGLE TILE ROOF ON

PRECAST CONC. ROOF

PANELS

EXISTING MOPPED

ASPHALT ON CONCRETE

FINISH TO REMAIN

EXISTING PVC MEMBRANE

ROOF TO REMAIN

8" 12"

7-7/16" 12"

EXISTING 1 1/2" PIPE HANDRAIL

TO REMAIN

EXISTING ASBESTOS

CEMENT BOARD

PARTITIONS TO

REMAIN

EXISTING SURGE

TANK VENT TO

REMAIN

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 6:

P

M

A-301

BU

IL

D

IN

G S

EC

TI

O N

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

B.

G

O R

U P

A.

W

ES

TB

R O

O K

B.

G

O R

U P

B.

G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

3/16" = 1'-0"C2 Section 1

0 2' 4' 8' 12'

NEW ROOF GENERAL NOTES:

1. ALL DIMENSIONS TAKEN FROM "AS BUILTS" AND SHALL BE FIELD VERIFIED.

2. DURING CONSTRUCTION PROTECT THE EXPOSED AREAS OF THE ROOF FROM RAIN, PRECIPITATION, AND WATER DAMAGE. PROTECTED AREAS SHALL REMAIN COVERED UNTIL CONSTRUCTION RESUMES.

3. EXISTING CONCRETE ROOF PANELS AND PURLINS TO REMAIN.

VARIES

3'

/2

2" 4" 2"

NEW CLAY TILE

SHINGLE ROOF

EXISTING 2 1/2" PRECAST

NAILING CONC. ROOF

PANELS

EXISTING RETENTION

CLIPS - TYP.

EXISTING STL TRUSS

EXISTING PRECAST

CONC. FASCIA

EXISTING GRATING AND

SCREEN

EXISTING CONC. SLAB

7"

EL 2320.0

2'

0"

1/ 2"

1'

4"

EL 2321.96

EXISTING STEEL

ROOF PURLIN

NEW 3/4" THICK (MAX) PLYWOOD ROOF SHEATHING

SECURED TO WOOD FURRING STRIPS

SECURED TO EXISTING CONCRETE

DECK (SEE STRUCTURAL) - TYP.

12" 8"

NEW WOOD FURRING -

BEYOND - SEE STR.

NEW UNDERLAYMENT -

LAP WOOD FURRING

NEW PERIMETER WOOD

FURRING - SEE STR.

NEW COPPER FLASHING CLEAT

SECURED TO WOOD BLOCKING

NEW COPPER DRIP EDGE

FLASHING - DEPTH +/-

5" AND AS REQD TO

COVER CONCRETE

PURLIN

NEW CLAY TILE

SHINGLE ROOF

EXISTING 2 1/2"

PRECAST NAILING

CONC. ROOF PANELS

NEW CONTINUOUS

ROOF UNDERLAYMENT

EXTEND OVER WOOD

NAILER - TYP

NEW 3/4" THICK (MAX)

PLYWOOD ROOF SHEATHING

SECURED TO NEW WOOD

NAILERS AND EXISTING

CONCRETE DECK AS INDICATED

ON DRAWING S-501 - TYP. -

ALTERNATIVE

SECUREMENT METHODS

PROPOSED WILL REQUIRE

SUBMISSION AND APPROVAL BY

THE GOVT.

NEW HIP WOOD

NAILERS/FURRING -

SEE STR.

NEW 18" STRIP OF HIGH

TEMP SELF-ADHERING

FLASHING MEMBRANE AS

STD W/ MFR

CONTINUOUS SEALANT - TYP.

NEW SEALANT AT TILE LAPS AND

LAPS AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP..

T.O. ROOF (EL. 2340.48)

NEW COPPER FLASHING TO

MATCH EXISTING. DETAIL MAY

NOT ACCURATELY REPRESENT

EXISTING CONDITIONS

EXISTING WIRE GLASS

EXISTING PRECAST

NAILING CONCRETE

ROOF PANELS

EXISTING STRUCTURAL

STEEL CURB

TOP LINE OF ROOF TRUSS

NEW COPPER FLASHING

NEW CONT. SEALANT

BENEATH FLASHING AND

TOP OF UPPERMOST

TILE- TYP.

EXISTING COPPER TRIM

3"

1/ 2"

2" 3"

1'

0"

1/ 2"

VA

R

IE

S

NEW 3/4" THICK (MAX)

PLYWOOD ROOF SHEATHING

SECURED TO NEW WOOD

NAILERS AND EXISTING

CONCRETE DECK AS INDICATED

ON DRAWING S-501- TYP.

7"

NEW CLAY

SHINGLE TILE

CONTINUOUS ROOF

UNDERLAYMENT

NEW PERIMETER WOOD

FURRING - SEE STR.

NEW SEALANT AT TILE LAPS AND

LAPS AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP.

STANDARD CLIPS

TO REMAIN

PURLIN

EXISTING 2 1/2" PRECAST

NAILING CONCRETE ROOF

PANELS TO REMAIN

NEW CLAY TILE SHINGLE ROOF

TOP LINE OF

TRUSS

NEW 3/4" THICK (MAX) PLYWOOD ROOF

SHEATHING SECURED TO NEW WOOD

NAILERS AND EXISTING CONCRETE

DECK AS INDICATED ON DRAWING

S-501- TYP.

CONTINUOUS ROOF

UNDERLAYMENT

NEW SEALANT AT TILE LAPS AND LAPS

AND JOINTS OF HIP TILES AS

RECOMMENDED BY THE

MANUFACTURER - TYP.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 7:

P

M

A-511

R O

O F

D

ET

AI

LS

(B

ID

O

PT

IO

N

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

B.

G

O R

U P

A.

W

ES

TB

R O

O K

B.

G

O R

U P

B.

G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

3/4" = 1'-0"H1 ROOF EAVE (BID OPTION)

3" = 1'-0"C1 ROOF HIP/RIDGE (BID OPTION)

1 1/2" = 1'-0"H8 ROOF AT LANTERN DETAIL (BID OPTION)

NEW ROOF GENERAL NOTES:

1. ALL DIMENSIONS TAKEN FROM THE "RECORD DRAWINGS" ("AS BUILTS"). THE CONTRACTOR SHALL

FIELD VERIFY ALL EXISTING CONDITIONS.

2. DURING CONSTRUCTION PROTECT THE EXPOSED AREAS OF THE ROOF FROM RAIN, PRECIPITATION, AND WATER DAMAGE. PROTECTED AREAS SHALL REMAIN COVERED UNTIL CONSTRUCTION RESUMES.

3. EXISTING CONCRETE ROOF PANELS AND PURLINS TO REMAIN.

4. BID OPTION MAY BE AWARDED BASED ON CONDITIONS OF CONCRETE PANELS AND GOVERNMENT

REVIEW OF CONTRACTOR'S INSPECTION REPORT.

5. PROVIDE ELASTOMERIC SEALANT AT ROOF TILE LAPS, LAP JOINTS OF HIP TILES, TO COVER ANY

EXPOSED FASTENERS, BETWEEN HEADER TILES, AS REQUIRED TO SET FLASHINGS, AND WHERE

RECOMMENDED BY THE ROOF TILE MANUFACTURER FOR THE STEEP SLOPE AND THE HIGH WIND

CONDITIONS THAT EXIST.

3" = 1'-0"C8 TYP. CLIP DETAIL (BID OPTION)

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 8:

P

M

A-520

PH

O

TO

S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

M

AR

Y

BI

EG

ER

T

M

AR

Y

BI

EG

ER

T

BR

O

O

KE

S

PA

R R

O W

BE

R

N

AR

D G

O R

U P

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

NTS1 PHOTO 1

12" = 1'-0"2 PHOTO 2

12" = 1'-0"3 PHOTO 3

12" = 1'-0"4 PHOTO 4

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:4 9:

P

M

A-521

PH

O

TO

S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

D es ig ne r

Au th or

C he ck er

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

12" = 1'-0"5 PHOTO 5

12" = 1'-0"6 PHOTO 6

12" = 1'-0"7 PHOTO 7

12" = 1'-0"8 PHOTO 8

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:5 0:

P

M

A-522

PH

O

TO

S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

D es ig ne r

Au th or

C he ck er

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

12" = 1'-0"9 PHOTO 9

12" = 1'-0"10 PHOTO 10

12" = 1'-0"11 PHOTO 11

12" = 1'-0"12 PHOTO 12

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

FI

LE

N

AM

E:

C :\U se rs

\g 6e dx br g\ D oc um en ts

\F P0

_P P1

R _D

M M

_g 6e dx br g.

rv t 4/

4/

:5 1:

P

M

A-523

PH

O

TO

S

FO

R

T

PE

C K

D

AM

, M O

N

TA

N A

O M

AH

A

D

IS

TR

IC

T

C

AP

IT

O L

AV

E, O M

AH

A, N E

D es ig ne r

Au th or

C he ck er

/0

4/

W

F2

5B A0

PO

W

ER

H

O U

SE

R

O O

F R

EP

AI

R S

FP

3_

PP

IR

_D M

M .rv t

ST

EP

SO

LI

C

IT

AI

TO

N

12" = 1'-0"13 PHOTO 13

12" = 1'-0"14 PHOTO 14

12" = 1'-0"15 PHOTO 15

12" = 1'-0"16 PHOTO 16

RELAY TEST BENCH

RECORDER BOARD

AUX. RELAY BOARD

EF-8

BATTERY ROOM

EH3-2

CAC

ROOM

LIGHTING PANELS V

E

S T

IB

U

L E

CABLE PASSAGE

WORK TABLE

CONTROL ROOM

FILE CAB

S T

A T

IO

N

B O

A R

D

LOCKER ROOM

EF-10

KITCHEN

PANEL LP5

CORRIDOR

PUBLIC ROOM

EL. 2071.0

PUBLIC RECEPTION ROOM

WATER COOLERS

FLOOR DRAIN

VESTIBULE

SINK

PANEL PP2

UP

AIR COND. UNIT

RISER NO.1

L P

L P

L P

E M

U P

D N

UP

RISER NO.3

LIGHTING DISTR. PANEL LDP

POWER PANEL DP

13.8KV SWITCHGEAR CUBICLES

CUBICLE ROOM

RETAINING WALL

WIRE FENCE

ERECTION BAY

TRAINING WALL

> GENERATOR ROOM

> UNITS & REFERENCE LINE

> UNIT NO.1> UNIT NO.2 & REFERENCE LINE> BUILDING> UNIT NO.3

D O

W N

BALCONY

GENERATOR FLOOR

REMOVABLE SLAB

UP

U P

REMOVABLE SLABS

UP

CLOSER

REGISTERS

FLOOR H & V

RACKS

BATTERY

(ABANDON)

HEATER FLUE

TRANSF. SW.

EMER. LTG.

EH3-1

HEATER

WALL

FIRST AID

ROOM

OPER.

TOILET

COOLER

WATER

TABLE/CAB.

FILE

MONITOR

CONTROL

PPCS

DESK

OPERATORS

IN

S

T R

U M

E N

T

R E

L A

Y B

O A

R D

2'-3"X1'-7" (EA.)

DATA & ALARM LOGGERS

STATION

PC WORK

LINK

COMM

REHAC

PASSENGER

ELEVATOR

MENS

TOILET

WOMENS

TOILET

DRAIN

FLOOR

REMOVABLE

SLABS

TRANSFORMER

SERVICE

ROOM

PLYWOOD

WALL

RISER

NO.2

SWITCHGEAR

480V

STATION

SERVICE

ROOM

RETAINING WALL

TOP OF PRESENT

CABINET

GOV. ACT. 1

CABINET

GOV. ACT. 2

CABINET

GOV. ACT. 3

20'-9"

47'-0"

22'-0"

31'-6"

19'-9"

39'-6"

67'-0" 1"

185'-6"

38'-10 1/2 "

D N

U P

U P

17'-5"

D O

W N

1'-9"

EL. 2065.50

DUCT

SHAFT

15'-6" 34'-6" 44'-0" 34'-6" 15'-6"

20'-3"

22'-4 1/2 " 20'-3" 20'-3" 10'-1 1/2 " 10'-1 1/2 " 20'-3" 20'-3" 22'-4 1/2 " 19'-9"

53'-3" 20'-3" 33'-0" 39'-6"

46'-0" 46'-0" 26'-6"

CONSTRUCTION

REP

T

A L

L T

A L

L

CAP, 12000 LBS

ELEVATOR

FREIGHT

7'-7"

DOOR

HEIGHT

7'-6"

CEILING

8'-2"

4'

EL. 2071

EL. 2069

WIDTH

DOOR

6'-5"

S

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C H

E C

K E

D B

Y

D R

A W

N B

Y

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

D

®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

AS-BUILT RECORD SET

E R

A T

IO

N

A L

D R

A W

IN

G

S E

T x x

/x x

/x x x

U

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

F O

R T

P E

C K

D A

M

M O

N T

A N

A

F O

R T

P E

C K

P R

O J E

C T

P O

B O

X

F O

R T

P E

C K

M

T

O M

A H

A D

IS

T

R

IC

T

C

A P

IT

A

L A

V E

O M

A H

A

N E

V

IS

U

E D

A T

PWHSE X

xT H

L A

D

M F

P -O

P N

X X

E X

X X

X

X X

M F

P -O

P N

X

X E

L X x x x x /x x /x x

G

N E

R A

L R

E V

IS

IO

EL-6xx

P

G

E N

C

O N

T R

O L

R O

O M

F L

O O

R P

L A

N C

U B

IC

L

E R

O O

M A

C C

E

C

N T

R A

C T

N O

F

IL

E N

U M

B E

R

F

IL

E N

A M

E

PASSENGER ELEVATOR 1800 LBS CAPACITY

FREIGHT ELEVATOR 12000 LBS CAPACITY

NOTES

FP17-70-127 PP1 GENERATOR FLOOR SECTIONS ROUGH CONCRETE

MFP-OPN84E105 PP1 GEN & CONTROL ROOM FLOOR PLAN

REF.

FOR INFORMATION ONLY

a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s ig

A-100

.L .P

R .L .P

D .V .M

D .V .M

SCALE: 1/8" = 1’- 0"

S U

R G

E T

A N

K R

O O

F E

L .0

S P

IL

L W

A Y C

O N

T R

O L B

U

IL

D

IN

G O

P T

O N

R O

O F P

L A

N S S

E C

T

IO

-1

-1

A

M

R

E V

IS

E D R

E D

R A

W N

POWER PLANT #1 SURGE TANK

ROOF PLAN AT ELEV 2299.0 - BASE BID

SCALE: 1/8" = 1’-0"

0 8’8’ 4’ a u t o s c a le a u t o s h o r t d e s ig n a u t o s y t im e a u t o u s e r n a m e a u t o d e s ig

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

.1

X

W

F

C

W

F

B

O M

A H

A

N E

B R

A S

K A

OMAHA DISTRICT

M F

P

F O

R T P

E C

K

M O

N T

A N

A

R E

H A

B R

O O

F M

E M

B R

A N

E P

O W

E R P

L A

N T

A N

D S

P

IL

L W

A Y C

O N

T R

O L B

U

IL

D

IN

G

A U

G U

A -1

A -2

A

1 2 3

TYPICAL

B

TYPICAL

CLEANED, WITH ALL DEBRIS & TEMPORARY PROTECTIVE MATERIALS REMOVED.

6 AFTER INSTALLATION IS COMPLETE ALL AREAS OF THE JOB SITE SHALL BE COMPLETELY

ELASTOMERIC MANUFACTURER’S REQUIREMENTS.

PRIOR TO THE START OF ROOFING INSTALLATION. ROOF DECKS SHALL MEET ROOFING

5 CONTRACTING OFFICER’S REPRESENTATIVE SHALL INSPECT CLEANED ROOF DECKS

FEATURES NOT SLATED TO BE REMOVED.

4 CONTRACTOR SHALL PROTECT ALL EXISTING ELECTRICAL DEVICES & OTHER BUILDING

PERFORMANCE OF THE WORK, PRIOR TO THE COMMENCEMENT OF ANY WORK.

OFFICER’S REPRESENTATIVE OF ANY CONDITIONS THAT MAY NEGATIVELY AFFECT THE

3 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & NOTIFY CONTRACTING

& FEATURES THAT ARE EXPOSED TO THE UNDERSIDE OF THE ROOF DECK.

2 BEFORE REMOVAL OF ROOFING PROTECT ALL INTERIOR EQUIPMENT

APPROVED BY CONTRACTING OFFICER REPRESENTATIVE.

PER SQUARE FOOT. MATERIALS LOADING ON THE ROOF SHALL BE

1 MAXIMUM LIVE LOAD PERMITTED ON THE ROOF DECK IS 20 POUNDS

GENERAL NOTES:

5 REMOVE EXISTING METAL FLASHING.

4 REMOVE & SCRAP EXISTING ASPHALT ROOFING.

REQUIRED FOR THE REMOVAL OF THE ROOFING.

AND RELATED DRAIN ACCESSORIES AS

DRAIN STRAINERS, CLAMPING RINGS,

3 REMOVE & SALVAGE FOR RE -INSTALLATION ROOF

2 REMOVE EXISTING SLIP SHEET.

1 REMOVE EXISTING ELASTOMERIC ROOFING.

REMOVAL NOTES:

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

ROOF DRAIN

SHEETS FOR CONSTRUCTION IN THIS AREA

SEE INFORMATION ONLY DRAWING

SURGE TANK AT POWER PLANT 1

44’-0 5/8 " 44’-0 5/8 "

121’-7 3/4 "

/8

/4

’-0

13’-0"

C

TYPICAL

C

TYPICAL

C

TYPICAL

C

TYPICAL

ROOF DRAIN

SEE DETAIL C ON SHEET A-200 - OPTION 1.

C INSTALL NEW COPPER FLASHING IN EXISTING REGLETS AT ELEVATION 2089.0 +/-

& WATER TIGHT INSTALLATION.

MANUFACTURER’S RECOMMENDATIONS. PROVIDE A SECURE

DRAIN ACCESSORIES IN ACCORDANCE WITH ELASTOMERIC ROOF

B RE-INSTALL EXISTING CLAMPING RINGS, STRAINERS AND RELATED

WITH THE ROOFING MANUFACTURER’S RECOMMENDATIONS.

FLASHING AND RELATED ACCESSORIES IN ACCORDANCE

A INSTALL NEW ELASTOMERIC ROOFING, SLIP SHEET,

NEW CONSTRUCTION NOTES:

TO ELEVATION 2299.0.

WATER WILL BE REQUIRED TO BE PUMPED OR HAULED

THAT CAN BE UTILIZED (CURRENT WATER LEVEL IS 2251).

THERE ARE ALSO TAPS TO SURGE TANKS @ ELEVATION 2128

OR 2299.0. WATER IS AVAILABLE @ ELEVATION 2096.

2. THERE IS NO POTABLE WATER AT EITHER LEVEL 2289.38

1. 2 - 60 AMP, 480V CANNON PLUGS, 1 @ 2289.38 & 1 @ 2299.0.

SERVICES PROVIDED AT ELEVATIONS 2289.38 & 2299.0

SERVICE BAY DEPENDENT ON APPROVAL OF THE CONTRACTING OFFICER.

3 POSSIBLE STORAGE CAN BE PROVIDED IN THE ERECTION BAY OR TRANSFORMER

ON FLOOR LOAD LIMITS AND APPROVAL OF THE CONTRACTING OFFICER.

2. SOME STORAGE SPACE MAY BE AVAILABLE @ ELEVATION 2288.83 DEPENDENT

1. GROUND LEVEL STORAGE AREA IS AVAILABLE IN THE PARKING LOT.

MATERIAL STORAGE

PROVIDES ROOF ACCESS.

3 A 3’-0" BY 7’-0" HOLLOW METAL DOOR AT LEVEL 2299.0

2299.0. SIZE OF HATCH 41" X 83".

USING THE STAIRWAY BETWEEN ELEVATION 2289.0 &

LOWER LEVELS TO THIS LEVEL & THEN CARRIED BY HAND TO 2299.0

(T.O. STEEL DECK) SO THAT MATERIALS CAN BE LIFTED FROM

2. A 3,000 POUND CAPACITY AIR TUG IS LOCATED AT LEVEL 2289.38

2289.0 TO ELEVATION 2299.0.

2288.0) W/ AN ANOTHER STAIRWAY RUNNING FROM ELEVATION

ELEVATION 2128 TO ELEVATION 2288.38 (TOP OF TANK @

TO ELEVATION 2096. THERE IS ALSO STAIRWAY ACCESS FROM

1. A FRIEGHT ELEVATOR PROVIDES ACCESS FROM GROUND LEVEL

ROOF ACCESS INFORMATION