LOCATION MAP

2000

1000 0 2000 4000

SCALE: 1"=2000'

R

O

U

T

E

6

0

6

T

A

X

I

W

A

Y

Q

RU

NW

AY

01C

-19C

RU

NW

AY

01R

-19L

RO

UT

E 2

8

T

O

M

I

D

D

L

E

B

U

R

G

,

W

I

N

C

H

E

S

T

E

R

R

O

U

T

E

5

0

D

U

L

L

E

S

A

I

R

P

O

R

T

A

C

C

E

S

S

H

I

G

H

W

A

Y

T

O

W

A

S

H

I

N

G

T

O

N

,

D

.

C

.

RU

NW

AY

01L-19R

PROJECT SITE

N

A

IR

&

S

P

A

C

E

M

U

S

E

U

M

P

K

W

Y

GATE 313

S

T

O

N

E

C

R

O

F

T

B

L

V

D

FLIG

HT

LIN

E

DR

IV

E

GATE 225

AIR TRAFFIC

CONTROL

TOWER

TAXILANE F

TAXIWAY E

CONCOURSE DCONCOURSE C

CONCOURSE BCONCOURSE A

TA

XIW

AY

K

TA

XIW

AY

Y

TA

XIW

AY

Z

TA

XIW

AY

U

R

U

N

W

A

Y

1

2

-

3

0

TAXIWAY W2

TAXIWAY W3

TAXIWAY W4

TA

XIW

AY

J

VICINITY MAP

WASHINGTON DULLES

INTERNATIONAL AIRPORT

VOLUME ____ OF ____

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1603

GN00.0000

METROPOLITAN WASHINGTON

AIRPORTS AUTHORITY

D

U

L

L

E

S

A

IR

P

O

R

T

A

C

C

E

S

S

H

IG

H

W

A

Y

M

A

R

Y

L

A

N

D

D

I

S

T

R

I

C

T

O

F

C

O

L

U

M

B

I

A

V

I

R

G

I

N

I

A

P

O

T

O

M

A

C

R

I

V

E

R

L

O

U

D

O

U

N

C

O

.

F

A

I

R

F

A

X

C

O

.

SE

/SW

FR

EE

WA

Y

WASHINGTON DULLES

INTERNATIONAL AIRPORT

HERNDON

RESTON

CHANTILLY

VIENNA

FAIRFAX

ALEXANDRIA

MCLEAN

ARLINGTON

INTERSTATE

66

INTERSTATE

495

INTERSTATE

66

INTERSTATE

395

TIDAL

BASIN

ANACOSTIA

RIVER

28

7

28

50

29

123

236

50

7

1

RONALD

REAGAN

WASHINGTON

NATIONAL

AIRPORT

DATENO.

APPROVED BYACCEPTED BY SUBMITTED BY

DATE

BRIAN A. LEUCK, PE,

MANAGER, ENGINEERING

AND MAINTENANCE

BASHIR OGUNGBEMI

PROJECT MANAGER

09/02/2016

N

KENNETH LUETH, PE,

MANAGER, ENGINEERING

1 1

ELECTRICAL SUBSTATIONS

REHABILITATION - E1, W1 AND W2

FINAL SUBMISSION

1 of 36

ELLICOTT CITY, MD 21043

PHONE: 410-465-9600,

6031 UNIVERSITY BOULEVARD, SUITE 330

ENGINEERING AND MAINTENANCE

DEPARTMENT (MA-220)

FAX: 410-465-9602

REVISION

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

BO

KL

BAL

09/02/2016

of

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603FINAL SUBMISSION 09/02/2016

DRAWING INDEX

GN01.0001

ELECTRICAL SUBSTATION REHABILITATION - SHEET INDEXSHEET NUMBER SHEET TITLE

GENERAL NOTESGN00.0001 COVER SHEETGN01.0001 DRAWING INDEXGN02.0001 GENERAL PROJECT LAYOUTARCHITECTURALAR00.0001 GENERAL NOTES, ABBREV., AND SYMBOLSAR03.0001 E1 - FLOOR PLANSAR03.0002 W1 - FLOOR PLANSAR03.0003 W2 - FLOOR PLANSAR03.0011 E1 - REFLECTED CEILING PLAN AND ROOF PLANAR03.0012 W1 - REFLECTED CEILING PLAN AND ROOF PLANAR03.0013 W2 - REFLECTED CEILING PLAN AND ROOF PLANAR05.0001 E1 - EXTERIOR ELEVATIONSAR05.0002 E1 - INTERIOR ELEVATIONSAR05.0003 W1 - EXTERIOR ELEVATIONSAR05.0004 W1 - INTERIOR ELEVATIONSAR05.0005 W2 - EXTERIOR ELEVATIONSAR05.0006 W2 - INTERIOR ELEVATIONSAR06.0001 E1 - SECTIONSAR06.0002 W1 - SECTIONSAR06.0003 W2 - SECTIONSAR08.0000 FLASHING CLOSURE DETAILSAR08.0001 FLASHING CLOSURE DETAILSAR09.0001 DOOR SCHEDULE AND DETALSSTRUCTURALST03.0001 E1-FLOOR PLANSST03.0002 W1-FLOOR PLANSST03.0003 W2-FLOOR PLANSMECHANICALME00.0001 GENERAL NOTES, ABBREVIATIONS & SYMBOLSME01.0001 E1 - FLOOR PLANSME01.0002 W1 - FLOOR PLANSME01.0003 W2 - FLOOR PLANSME06.0001 DIAGRAMS AND SCHEDULESELECTRICALEL00.0001 GENERAL NOTES, ABBREVIATIONS & SYMBOLSEL01.0001 E1 - FLOOR PLANSEL01.0002 W1 - FLOOR PLANSEL01.0003 W2 - FLOOR PLANSEL06.0001 DIAGRAMS AND SCHEDULESEL06.0002 PANEL SCHEDULES

2 of 36

SAARINEN CIRCLE

WF

PG

NFPG

MAIN TERMINAL

AVIATION DRIVE

CA

RG

O D

RIV

E

AU

TO

PILO

T

DULLES LAKE

COPILOT WAY

GATE 141

PROPELLER CT.

SHOP ROAD

DR

IV

E

WIN

D S

OC

K D

RIV

E

HAUL

ROUTE

GATE 127

ALPHA ROAD

CH

AR

LIE

R

OA

D

E V

EH

IC

LE

R

OA

D

PROJECT LOCATION

W1W2

E1

N

SCALE IN FEET

0

250 250 500

PROJECT LOCATION

AOA FENCE

LEGEND:

CONTRACTOR HAUL ROUTE

3

GN02.0001

GENERAL PROJECT LAYOUT

CONTRACTOR

WASHINGTON DULLES INTERNATIONAL AIRPORT

WASHINGTON, D.C.

ELECTRICAL SUBSTATIONS

REHABILITATION - E1, W1, AND W2

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

IA1603

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

REVISION DATENO.

AS SHOWN

ELLICOTT CITY, MD 21043

PHONE: 410-465-9600, FAX: 410-465-9602

6031 UNIVERSITY BOULEVARD, SUITE 330

BT

MSK REZ

BO

KL

BAL

09/02/2016

1 OF 1

OF 36

ENGINEERING AND MAINTENANCE

DEPARTMENT (MA-220)

FINAL SUBMISSION

MAIN TERMINAL

W1

E1

W2

PROJECT

LOCATIONS

STAGING AREA

CONSTRUCTION ACCESS, HAUL ROUTE AND STAGING NOTES:

1. CONTRACTOR STAGING SHALL BE PROVIDED WHERE INDICATED ON THIS

DRAWING. STAGING AND PARKING AREAS WILL BE MADE AVAILABLE IN THE

VICINITY OF EACH PROJECT LOCATION. CONTRACTOR SHALL COORDINATE WITH

COTR FOR PRECISE FINAL STAGING LOCATION.

2. ALL CONSTRUCTION TRAFFIC SHALL TRAVEL ON THE ROUTES INDICATED ON THIS

DRAWING OR AS APPROVED BY AIRPORT OPERATIONS/ATCT.

3. ALL CONTRACTOR EQUIPMENT MUST BE REMOVED FROM THE PROJECT

LOCATION OR RETURNED TO THE STAGING AREA UPON COMPLETION OF WORK

AT THE END OF EACH SHIFT AS AUTHORIZED BY THE COTR.

4. STAGING AREA MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION UPON

COMPLETION OF ALL WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL

CLEAN UP AND REPAIR OF ANY DAMAGE TO THE EXISTING PAVEMENT. ALL

REPAIRS (IF REQUIRED) MUST BE AS DIRECTED BY THE COTR.

5. ACCESS TO SUBSTATION E1 THROUGH GATE 141.

6. ACCESS TO SUBSTATIONS W1 AND W2 THROUGH GATE 127.

7. AIRPORT EMERGENCY VEHICLES MUST HAVE UNRESTRICTED USE OF THE

EXISTING ON-SITE HAUL ROADS AT ALL TIMES. THE CONTRACTOR'S USE OF THE

ON-SITE HAUL ROADS SHALL BE SUCH THAT THE EMERGENCY RESPONSE

VEHICLES CAN OPERATE ON THESE ROADS WITHOUT DELAYS TO THE

EMERGENCY RESPONSE TIME.

8. CONTACT WITH THE AIR TRAFFIC CONTROL TOWER IS REQUIRED AT ALL TIMES

WHEN CROSSING ACTIVE AIRFIELD PAVEMENT. CROSSING WITHOUT ESCORT IS

PROHIBITED. ALL RUNWAYS AND TAXIWAYS WILL BE OPEN FOR OPERATIONS

THROUGHOUT CONSTRUCTION.

SCOPE OF WORK:

1. ELECTRICAL SUBSTATION BUILDING MODIFICATIONS TO INCLUDE DOORWAYS,

SLABS ON GRADE, WEATHERPROOFING, AND CLIMATE CONTROL UPGRADES.

ABBREVIATIONS

A - AREA, AMPEREAC - AIR CONDACOUST - ACOUSTICALAD - AREA DRAINADD - ADDENDUMAFF - ABOVE FINISHED FLOORAL - ALUMINIUMALT - ALTERNATEAMT - AMOUNTAMSL - ABOVE MEAN SEA LEVELAVG - AVERAGE

BD - BOARDBET - BETWEENBEV - BEVELED, BEVERAGEBL - BUILDING LINEBM - BENCH MARK, BEAMBOT - BOTTOMBRK - BRICKBRKT - BRACKETBRZ - BRONZE

C - COURSES, CELSIUSCAB - CABINETRYCB - CATCH BASINCEM - CEMENTCER - CERAMICCF - CUBIC FOOTCI - CUBIC INCHCIR - CIRCLE, CIRCUMFERENCECL - CENTER LINE, CLASSCLG - CEILINGCLOS - CLOSETCMU - CONCRETE MASONRY UNITCO - CHANGE ORDER, CLEAN OUTC TO C - CENTER TO CENTERCTR - CENTERCU - CUBICCW - COLD WATERCY - CUBIC YARD

DBL - DOUBLEDEG - DEGREEDEPT - DEPARTMENTDET - DETAILDIA - DIAMETERDIAG - DIAGONALDIM - DIMENSIONALDISP - DISPENSERDIST - DISTANCEDIV - DIVIDEDM - DESIGN MODIFICATIONDN - DOWNDR - DRAINDS - DOWN SPOUTDT - DRAIN TILEDWG - DRAWING

E - EASTEL - ELEVATIONELEC - ELECTRICELEV - ELEVATOREMER- EMERGENCYENCL - ENCLOSUREENT - ENTRANCEEQ - EQUALEQUIP- EQUIPMENTER - EXISTING RELOCATEDESC - ESCALATORETR - EXISTING TO REMAINEXIST- EXISTINGEXT - EXTERIOREXP - EXPOSED, EXPANSION

FCP - FIRE CONTROL PANELFD - FLOOR DRAINFDN - FOUNDATIONFE - FIRE EXTINGUISHERFE/WB - FIRE EXTINGUISHER W/

WALL BRACKETFE/CAB - FIRE EXTINGUISHER W/

CABINET

F HY - FIRE HYDRANTFIN - FINISHFIXT - FIXTUREFL - FLOORFLAM - FLAMMABLEFLUOR - FLUORESCENTFR - FRAMEFS - FULL SIZEFT - FOOTF TO F - FACE TO FACEFTG - FOOTINGFUT - FUTURE

GA - GAUGEGALV - GALVANIZEDGL - GLASSGR - GRADEGYP - GYPSUM

H - HEIGHT, HIGHHB - HOSE BIBHD - HEADHDWD- HARDWOODHDWR- HARDWAREHM - HOLLOW METALHOR - HORIZONTALHP - HORSE POWERHT - HEIGHTHW - HOT WATERID - INSIDE DIAMETERIN - INCHINCL - INCLUDEDINSL - INSULATIONINT - INTERIORINV - INVERTJ - JANITOR, JOISTJAN - JANITORJST - JOISTJT - JOINTK - KIPKIT - KITCHENKO - KNOCK-OUTKP - KICK PLATEL - LENGTHLAM - LAMINATELAT - LATERALLG - LONGLH - LEFT HANDLIN - LINEARLL - LIVE LOADLT - LIGHTLTG - LIGHTINGLV - LOUVER

MAT - MATERIALMAX - MAXIMUMMECH- MECHANICALMED - MEDIUMMET - METALMH - MAN HOLEMIN - MINIMALMISC - MISCELLANEOUSMLDG- MOULDINGMOD - MODULE, MODIFICATIONMON - MONITOR, MONUMENTMTD - MOUNTERMTG - MEETING

N - NORTHNAT - NATIONAL, NATURALNEC - NECESSARYNIC - NOT IN CONTRACTNO - NUMBERNOM - NOMINALNOR - NORMALNTS - NOT TO SCALE

OC - ON CENTEROD - OUTSIDE DIMENSION,OUTSIDEDIAMETEROH - OVERHEADOPG - OPENINGOPP - OPPOSITE

P - POLEPB - PULL BOXPED - PEDESTALPH - PHASEPL - PLATEPLWD- PLYWOODPOL - POLISHEDPR - PAIRPROJ - PROJECTPROP- PROPERTY, PROPOSEDPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPT - PAINTPTD - PAINTEDPTN - PARTITIONPVT - PRIVATE

QT - QUARRY TILEQTB - QUARRY TILE BASEQTR - QUARTERQTY - QUANTITY

R - RADIUSRD - ROAD, ROUNDREINF- REINFORCEMENTREQD- REQUIREDRES - RESILIENTRET - RETAIN, RETURNRFG - ROOFINGRH - RIGHT HANDRM - ROOMRO - ROUGH OPENINGROW - RIGHT OF WAYRT - RIGHT

S - SOUTHSCH - SCHEDULESEC - SECONDSECT - SECTIONSEP - SEPARATESERV - SERVICESF - SQUARE FOOTSH - SHEET, SHELFSI - SQUARE INCHSIM - SIMILARSK - SKETCHSPEC - SPECIFICATIONSSPKE - SPEAKERSPKLER - SPRINKLERSQ - SQUARESST - STAINLESS STEELST - STEELSTA - STATIONSTD - STANDARDSTOR - STORAGESUSP - SUSPENDSW - SWITCHSYM - SYMMETRICAL

W - WATER, WATT, WEST, WIDEW/ - WITHWD - WOODWF - WIDE FLANGEWO - WINDOW OPENINGW/O - WITHOUTWP - WATERPROOFWT - WEIGHT

TEL - TELEPHONETEMP - TEMPERATURETER - TERRAZZOTH - THRESHOLDTHK - THICKNESSTRANS - TRANSFORMERTYP - TYPICALUL

- UNDERWRITERS LABORATORIESULT - ULTIMATE

V - VENTVENT - VENTILATE, VENTILATORVERT - VERTICLEVOL - VOLUME

YD - YARD, YARD DRAIN

SYMBOLS

FINISH

INSULATION

WOOD

METALS

CONCRETESAND MORTARCAST-IN-

PLACE ORPRECAST

ALUMINUMFERROUS

PARTICLEBOARD

FINISH

PLYWOOD

BLOCKING

SPRAY FOAM

RIGIDBATT ORLOOSEFILL

GYPSUMWALLBOARD

EARTHCOMPACTEDFILL

GRAVEL

ACOUSTICALTILE

MASONRYCMU BRICK

TERRAZZO CERAMIC TILE

CERAMIC STEELPANELS

GROUND FLOOR PLANSCALE:1/8"=1'-0"

1AE401

DETAIL CALLOUTENLARGED PLAN OR DETAILON SHEET INDICATED

1

AE401

INTERIOR ELEVATIONCALLOUTINTERIOR ELEVATION ONSHEET INDICATED

1

STRUCTURAL GRIDSAS INDICATED ON DRAWINGS

A

2

BUILDING SECTION CALLOUTFILLED ARROWS INDICATED BUILDINGSECTION ON SHEET INDICATED

1AE301

WALL SECTION CALLOUTOPEN ARROWS INDICATED WALLSECTION ON SHEET INDICATED

1AE302

MATCHLINE

MATCHLINE CALLOUTINDICATES FLOOR PLAN DIVIDED BYKEY PLAN AREAS

PROJECT KEYPLANGRAPHIC PLAN TO REFERENCE DIVIDEDFLOOR PLAN AREAS IF USED

A-106ROOM NAME

ROOM NAME & NUMBER SYMBOLREFER TO ROOM FINISH SCHEDULE

101A

DOOR NUMBER SYMBOLREFER TO DOOR SCHEDULE(DOORS ARE NUMBERED IN SERIES WITHINROOMS THEY RESIDE IN REGARDLESS OF SWING)

PARTITION TYPE SYMBOLREFER TO PARTITION TYPES

GLAZING TYPE SYMBOLREFER TO GLAZING TYPES

A

WN1

REVISION SYMBOLREFER TO SHEET BORDER FORREVISION HISTORY

ELEVATION DATUM SYMBOLINDICATES DATUM ELEVATION AS INDICATED

1

Bottom Text

Top Text

PLANNORTH

D3

0 4' 8' 16'

1/8" = 1'-0"

PLAN DRAWING TITLE

BUILDING SECTIONSCALE:1/8"=1'-0" 0 4' 8' 16'

1/8" = 1'-0"

ALL OTHER DRAWING TITLES

SOLID BLACK NORTHARROW INDICATESPLAN NORTH FOR EACHSPECIFIC PLAN. TRUENORTH IS INDICATEDWITH ARROW.

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

BO

KL

BAL

09/02/2016

of

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603FINAL SUBMISSION 09/02/2016

GENERAL NOTES, ABBREV., ANDSYMBOLS

AR00.0001

4 of 36

A B C D

1

22.1

1.5

1.1

C.1A.5 A.9

15' - 8" 9' - 4" 11' - 10"

7' - 3" 7' - 3"

7' -

10 1

/2"

7' -

10 1

/2"

15' -

4"1' - 11 1/2"

5' - 0" 2' - 4"1' - 3" 1' - 8"

5' - 6"

6' -

0"6'

- 7"

1' -

0"

EXIST. YARD

107

105109

101

102 108

101

103

104

105

105

117

117

105

101102

121

119

120

7"

3' -

0"

+/- 9 1/2"3' - 0" 3' - 0"

A B C

D

D

1

22.1

1.5

1.1

C.1A.5 A.9

2AR06.0001

1AR06.0001

15' - 8" 9' - 4" 11' - 10"

7' - 3" 7' - 3"

7' -

10 1

/2"

7' -

10 1

/2"

15' -

4"1' - 11 1/2"

5' - 0" 2' - 4"1' - 3" 1' - 8"

5' - 6"

6' -

0"6'

- 7"

112

102111

110

EXIST. YARD

101

1' -

0"

105116

101

103

104

105

105

105AR05.00011

AR05.0001

3

AR05.00014

AR05.00026

AR05.00024

1

2

3

5

8

7

102

103

104

AR08.00008

Sim

6

AR08.0001

Sim

122

126

123

127

5' -

3"3'

- 0"

4' - 2" 5' - 1"

4" HIGH CONCRETE PAD

CONDENSING UNIT -SEE MECH DWGS

2' - 9 1/2"

AIR HANDLING UNIT -SEE MECH DWGS

7"

3' -

0"4 3/4"

6' - 0" 4' - 10 3/4"

KEY NOTESEXIST. ELECTRICAL PANELS

EXIST. ELECTRICAL EQUIPMENT

EXIST. CONCRETE PAD

EXIST. STEEL COLUMNS (TYP)

EXIST. METAL WALL PANELS ON 3" METAL GIRTS

NOT IN USE

REMOVE H.M. DOOR AND FRAME

REMOVE 4" OF GRAVEL TO INSTALL NEW FLOOR SLAB

EXIST. DOOR AND FRAME TO REMAIN

NEW CONCRETE SLAB (MATCH EXIST. FLOOR SLAB ELEVATION)

NEW 3'-0" x 7'-0" H.M. DOOR AND FRAME

NEW H.M. DOORS AND FRAME ( 2 @ 3'-0" x 7'-0")

NOT IN USE

NOT IN USE

NOT IN USE

EXIST. DOOR TO REMAIN

REMOVE PORTION OF WALL TO INSTALL NEW DOORS

NOT IN USE

EXISTING LOUVER TO REMAIN

REMOVE LOUVER

REMOVE PORTION OF WALL PANELS TO INSTALL NEW LOUVER

NEW LOUVER, SEE DETAIL 10 ON SHEET AR08.0001

NEW LOUVER IN EXIST OPENING

NOT IN USE

NOT IN USE

SEAL EXIST LOUVER, SEE DETAIL 11 ON SHEET AR08.0001

PAINT CONCRETE FLOOR - SEE SPECS

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

E1 - FLOOR PLANS

AR03.0001

1/4" = 1'-0"1 E1 - FLOOR PLAN - DEMOLITION

1/4" = 1'-0"2 E1 - FLOOR PLAN - NEW WORK

5 of 36

1

2

A B C D E

3' -

0"8'

- 5"

3' -

8"

4' -

8"7'

- 1"

3' -

4"

2.1

12' - 4" 9' - 4" 9' - 5" 12' - 5"

15' -

1"

5"

11"

1' -

2"B.2 C.7

2' - 4" 7' - 0" 7 1/4" 5' - 4"1' - 0 3/4"

2' - 5"

1' - 6"

8"

2' -

1 1/

2"

5' - 0" 3' - 4"1' - 3" 1' - 2"

5' - 6"

1' -

5"

6' -

0"

6' -

1"

3' -

2"

102108

114113

101

117

104109

116

105 109

115

109

108

EXISTYARD

EXIST YARD

105

105 105

105 105105

201 202

203 204

124

120

117

11"

3' -

0"

117

4' -

2 3/

4"2'

- 4"

1 1

2 2

A B C D E

2.1

B.2 C.7

1AR06.0002

2AR06.0002

3' -

0"5"2'

- 4"

5' -

8"3'

- 8"

4' -

8"7'

- 1"

3' -

4"

12"

12' - 4" 9' - 4" 9' - 5" 12' - 5"

15' -

1"

5"

1' -

2"

2' - 4" 7' - 0"

7 1/4"

5' - 4"1' - 0 3/4"

2' - 5"

1' - 6"

8"

110

114113

101

104109

116

105 109

115

109102

112

110

EXISTYARD EXIST YARD

105

105 105

105 105105

AR05.0003

3

AR05.00031AR05.00032 AR05.0004

2

4 1

3

AR05.00046 AR05.00049

5

7

8

10

12

11

201

203 204

205

206

2' -

5 5/

16"

118

AR08.00008

Sim

AR08.00006

Sim

6

AR08.0001

Sim

7

AR08.0001

Sim

125

12316

' - 6

5/8

"

16' -

6 5

/8"

207111

127AR08.000112

Sim

CONDENSING UNIT (ON ROOF) -SEE MECH DWGS

AIR HANDLING UNIT -SEE MECH DWGS

-1' - 1"

0' - 0"

-1' - 1"

KEY NOTESEXIST. ELECTRICAL PANELS

EXIST. ELECTRICAL EQUIPMENT

NOT IN USE

EXIST. STEEL COLUMNS (TYP)

EXIST. METAL WALL PANELS ON 6" STEEL FRAMING

NOT IN USE

NOT IN USE

REMOVE 4" OF GRAVEL TO INSTALL NEW FLOOR SLAB

EXIST. H.M DOOR AND FRAME TO REMAIN

NEW CONCRETE SLAB (MATCH EXIST. FLOOR SLAB ELEVATION)

NEW 3'-0" x 7'-0" H.M. DOOR AND FRAME

NEW H.M. DOORS AND FRAME ( 2 @ 2'-8" x 7'-0")

EXIST. ELECTRICAL EQUIPMENT

EXIST. GENERATOR

EXIST. METAL FLOOR PLATE

EXIST. DOOR TO REMAIN

REMOVE PORTION OF WALL TO INSTALL NEW DOORS

STEEL FLOOR PLATE

NOT IN USE

REMOVE LOUVER

NOT IN USE

NOT IN USE

NEW LOUVER IN EXIST OPENING

REMOVE WALL PANELS ADJACENT TO DOOR AND FRAME

NEW WALL PANELS SECURED TO EXISTING FRAMING

NOT IN USE

PAINT CONCRETE FLOOR - SEE SPECS

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W1 - FLOOR PLANS

AR03.0002

1/4" = 1'-0"1 W1 - FLOOR PLAN - DEMOLITION

1/4" = 1'-0"2 W1 - FLOOR PLAN- NEW WORK

6 of 36

A B C D

1

2

E

2.1

B.3 C.7

11' - 2" 10' - 5" 10' - 5" 11' - 6"

4 5/8"

11' - 2" 3' - 4" 7' - 1"

5 5/8"

6' - 0"7 1/2"3' - 4" 11' - 6"

4 1/2"

5"15

' - 1

"

3' -

6"12

' - 0

"

4' -

1"

4' -

1"10

"

1' -

0"

7' -

0"

EXIST. YARDEXIST. YARD

108113

114

109

102

116

117

108

109

104

105 105

105 105

114

301 302121

119

120

101

1' -

0"

A B C D

1

2

E

2.1

B.3 C.7

1AR06.0003

2AR06.0003

11' - 2" 10' - 5" 10' - 5" 11' - 6"

3' - 4" 7' - 1"

5 5/8"

6' - 0"7 1/2"3' - 4"

5"15

' - 1

"

3' -

6"12

' - 0

"

1' -

0"

4' -

1"2'

- 10

"

4' -

1"10

"

1' -

0"

110 113

114

109

102

116

110

109

104

105 105

112

EXIST. YARDEXIST. YARD 105

105 105

114

AR05.00052

AR05.0005

4

AR05.00053

AR05.0006

3

4

25

AR05.00069

6

7

8

AR05.000611

10

13

12

301 302

303

304

AR08.00005

AR08.00008

AR08.00006

AR08.00007

1

AR08.0001

5

AR08.0001

6

AR08.0001

122

126

123127

101

3' - 2 1/2" 4' - 1 1/2" 3' - 2"

5' -

3"2'

- 7"

CONDENSING UNIT -SEE MECH DWGS

AIR HANDLING UNIT -SEE MECH DWGS

KEY NOTESEXIST. ELECTRICAL PANEL

EXIST. ELECTRICAL EQUIPMENT

NOT IN USE

EXIST. STEEL COLUMNS (TYP)

EXIST. METAL WALL PANELS ON 6" STEEL FRAMING TO REMAIN (TYP)

NOT IN USE

NOT IN USE

REMOVE 4" OF GRAVEL TO INSTALL NEW FLOOR SLAB

EXIST. H.M DOOR AND FRAME TO REMAIN

NEW CONCRETE SLAB (MATCH EXIST. FLOOR SLAB ELEVATION)

NOT IN USE

NEW H.M. DOORS AND FRAME ( 2 @ 3'-0" x 7'-0")

EXIST. ROOF ACCESS LADDER TO REMAIN

EXIST. 8" CMU WALL TO REMAIN

NOT IN USE

EXIST. DOOR TO REMAIN

REMOVE PORTION OF WALL TO INSTALL NEW DOORS

NOT IN USE

EXISTING LOUVER TO REMAIN

REMOVE LOUVER

REMOVE PORTION OF WALL PANELS TO INSTALL NEW LOUVER

NEW LOUVER, SEE DETAIL 10 ON SHEET AR08.0001

NEW LOUVER IN EXIST OPENING

NOT IN USE

NOT IN USE

SEAL EXIST LOUVER, SEE DETAIL 11 ON SHEET AR08.0001

PAINT CONCRETE FLOOR - SEE SPECS

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W2 - FLOOR PLANS

AR03.0003

1/4" = 1'-0"1 W2 - FLOOR PLAN - DEMOLITION

1/4" = 1'-0"2 W2 - FLOOR PLAN - NEW WORK

7 of 36

A B C

D

D

1

22.1

1.5

1.1

C.1A.5 A.9

2AR06.0001

1AR06.0001

EXIST. YARD

NEW LIGHT FIXTURE (TYP)

STEEL JOIST 16" O.C. (TYP)

8" BLANKET INSULATION ON STEEL JOISTS

A B C D

1

22.1

1.5

1.1

C.1A.5 A.9

2AR06.0001

1AR06.0001

EXIST. YARDROOF RESTORATION COATINGON EXIST. METAL ROOF

FASCIA PLATE CONNECTING EXIST. ROOFTO ADJACENT BUILDING

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

E1 - REFLECTED CEILING PLAN ANDROOF PLAN

AR03.0011

1/4" = 1'-0"1 E1 - REFLECTED CEILING PLAN

1/4" = 1'-0"2 E1 - ROOF PLAN

8 of 36

1

2

A B C D E

2.1

B.2 C.7

1AR06.0002

2AR06.0002

ROOF RESTORATION COATINGON EXIST. METAL ROOF

EXIST YARD EXIST YARD

FASCIA PLATE CONNECTING EXIST. ROOFTO ADJACENT BUILDING

CONDENSING UNIT - SEE MECH DWGS

1

2

A B C D E

2.1

B.2 C.7

1AR06.0002

2AR06.0002

EXIST YARD EXIST YARD

STEEL JOISTS 16" O.C. (TYP)

NEW LIGHT FIXTURE (TYP)

8" BLANKET INSULATION ON STEEL JOISTS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W1 - REFLECTED CEILING PLAN ANDROOF PLAN

AR03.0012

1/4" = 1'-0"1 W1 - ROOF PLAN

1/4" = 1'-0"2 W1 - REFLECTED CEILING PLAN

9 of 36

A

B C D

1

2

E

2.1

B.3 C.7

1AR06.0003

2AR06.0003

EXIST YARD EXIST YARD

ROOF RESTORATION COATINGON EXIST. METAL ROOF

FACSIA PLATE CONNECTING EXIST. ROOFTO ADJACENT BUILDING

A

B C D

1

2

E

2.1

B.3 C.7

1AR06.0003

2AR06.0003

EXIST. YARDEXIST. YARDNEW LIGHT FIXTURE (TYP)

STEEL JOISTS 16" O.C. (TYP)

8" BLANKET INSULATION ON STEEL JOISTS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W2 - REFLECTED CEILING PLAN ANDROOF PLAN

AR03.0013

1/4" = 1'-0"2 W2 - ROOF PLAN

1/4" = 1'-0"3 W2 - REFLECTED CEILING PLAN

10 of 36

LEVEL 10' - 0"

LEVEL 210' - 4"

12

2AR06.0001

EXIST ELECTRICALPANEL

NEW LOUVER

NEW PREFINISHEDGUTTER

NEW PREFINISHEDDOWNSPOUT

EXIST METALWALL PANEL

FACE OF ADJACENT BUILDING

NEW DOOR AND FRAME (PTD)1' -

0"2'

- 0"

7' -

4"

6' - 6" 2' - 0" 6' - 10"

LEVEL 10' - 0"

LEVEL 210' - 4"

A B C DC.1A.5 A.9

1AR06.0001

NEW PREFINISHED GUTTER

NEW PREFINISHED DOWN SPOUT

EXIST ELECTRICALPANEL

EXIST DOOR

EXIST ELECTRICALPANEL

NEW DOORS AND FRAME (PTD)

EXIST METALWALL PANEL

ROOF RESTORATION COATINGON EXIST. METAL ROOF

NEW METAL SIDING TO INFILL OPENING

LEVEL 10' - 0"

LEVEL 210' - 4"

1 2 2.11.51.1

2AR06.0001

EXIST METAL WALL PANELS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

E1 - EXTERIOR ELEVATIONS

AR05.0001

1/4" = 1'-0"1 E1 - EAST ELEVATION

1/4" = 1'-0"3 E1 - SOUTH ELEVATION

1/4" = 1'-0"4 E1 - WEST COURTYARD ELEVATION

11 of 36

LEVEL 10' - 0"

LEVEL 210' - 4"

B C D1

AR06.0001

EXIST METALWALL PANELS

EXIST STEELCOLUMN(TYP)

LEVEL 10' - 0"

LEVEL 210' - 4"

1 22

AR06.0001

NEW DOOR

NEW LOUVER

EXIST METALWALL PANELS

EXIST 3" METALGIRT (TYP)

EXIST STEELCOLUMN(TYP)

FLUID AIR BARRIERMEMBRANE APPLIEDTO METAL WALLPANELS

BOARD INSULATIONINTALLED WITH IMPAILINGPINS ON EXIST METALPANELS6' - 10" 2' - 0" 6' - 6"

1' -

0"

2' -

0"7'

- 4"

LEVEL 10' - 0"

LEVEL 210' - 4"

BCD C.11

AR06.0001

NEW DOORS

EXIST METALWALL PANELS

EXIST 3" METALGIRT (TYP)

EXIST STEELCOLUMN(TYP)

6 7/8"

AHU-E1

FLUID AIR BARRIERMEMBRANE APPLIEDTO METAL WALLPANELS

BOARD INSULATIONINTALLED WITH IMPAILINGPINS ON EXIST METALPANELSNEW METAL

SIDING TO INFILLOPENING

LEVEL 10' - 0"

LEVEL 210' - 4"

122

AR06.0001

EXIST 3"METAL GIRT(TYP)

EXIST STEELCOLUMN(TYP)

EXIST METALWALL PANELS

FLUID AIR BARRIERMEMBRANE APPLIEDTO METAL WALLPANELS

BOARD INSULATIONINTALLED WITHIMPAILING PINS ONEXIST METAL PANELS

NEW LOUVEREDOPENING

EXISTELECTRICALPANEL

7' - 0" 2' - 0" 6' - 4"

1' -

0"2'

- 0"

7' -

4"

LEVEL 10' - 0"

LEVEL 210' - 4"

A

EXIST METAL WALL PANELS ONADJACENT BUILDING WALL

LEVEL 10' - 0"

LEVEL 210' - 4"

1 22

AR06.0001

EXIST METAL WALLPANELS

FACE OFADJACENTBUILDING

NEW LOUVEREDOPENING

6' - 4" 2' - 0" 7' - 0"

1' -

0"

2' -

0"7'

- 3

3/4"

LEVEL 10' - 0"

LEVEL 210' - 4"

AA.5A.9

EXIST DOOR

EXIST METALWALL PANELS

EXIST STEELCOLUMN (TYP)

EXIST 3" METALGIRT (TYP)

LEVEL 10' - 0"

LEVEL 210' - 4"

1.5 1.12

AR06.0001

EXIST METALWALL PANELS

EXIST STEELCOLUMN (TYP)

EXIST 3" METALGIRT (TYP)

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

E1 - INTERIOR ELEVATIONS

AR05.0002

1/4" = 1'-0"1 E1 - NORTH ELEVATION 1/4" = 1'-0"2 E1 - EAST INTERIOR ELEVATION

1/4" = 1'-0"3 E1 - SOUTH INTERIOR ELEVATION 1/4" = 1'-0"4 E1 - WEST INTERIOR ELEVATION

1/4" = 1'-0"5 E1 - EXIST. YARD NORTH ELEVATION 1/4" = 1'-0"6 E1 - EXIST. YARD EAST ELEVATION

1/4" = 1'-0"7E1 - EXIST. YARD SOUTH INTERIORELEVATION

1/4" = 1'-0"8E1 - EXIST. YARD WEST INTERIORELEVATION

12 of 36

LEVEL 10' - 0"

LEVEL 29' - 6"

12

GRADE-1' - 1"

2.1 2AR06.0002

FACE OF ADJACENT BUILDING

EXIST METAL WALLPANELS

LEVEL 10' - 0"

LEVEL 29' - 6"

1 2

GRADE-1' - 1"

2.12AR06.0002

EXIST DOOR

EXIST METAL WALLPANELS

LEVEL 10' - 0"

LEVEL 29' - 6"

A B C D E

GRADE-1' - 1"

B.2 C.71

AR06.0002

EXIST METALWALL PANELS

NEW DOORS AND FRAME (PTD)

NEW PREFINISHED GUTTER

NEW PREFINISHED DOWN SPOUT

ROOF RESTORATIONCOATING ON EXISTMETAL ROOF

10' -

1"

CONDENSING UNIT -SEE MECH DWGS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W1 - EXTERIOR ELEVATIONS

AR05.0003

1/4" = 1'-0"1 W1 - EAST ELEVATION 1/4" = 1'-0"2 W1 - WEST ELEVATION

1/4" = 1'-0"3 W1 - SOUTH ELEVATION

13 of 36

LEVEL 10' - 0"

LEVEL 29' - 6"

1 2 2.12

AR06.0002

NEW LOUVER

EXIST DOOR

EXIST METALWALL PANELS

EXIST 6" GIRT (TYP)

EXIST STEELCOLUMN (TYP)

FACE OFADJACENTBUILDING

FLUID AIR BARRIERMEMBRANE APPLIED TOMETAL WALL PANELS

BOARD INSULATIONINSTALLED WITHIMPAILING PINS ON EXISTMETAL WALL PANELS

1 1/

4"

2' -

0"7'

- 4

3/4"

7"2' - 0"

LEVEL 10' - 0"

LEVEL 29' - 6"

B C D1AR06.0002

EXIST METALWALL PANELS

EXIST STEELCOLUMN (TYP)

LEVEL 10' - 0"

LEVEL 29' - 6"

BCD B.2C.71

AR06.0002

NEW DOORS ANDFRAME (PTD)

EXIST METAL WALLPANELS

EXIST 6" METALGIRT (TYP)

EXIST STEELCOLUMN (TYP)

FLUID AIR BARRIERMEMBRANEAPPLIED TO METALWALL PANELS

BOARD INSULATIONINTALLED WITH IMPAILINGPINS ON EXIST METALPANELS

AIR HANDLING UNIT -SEE MECH DWGS

LEVEL 10' - 0"

LEVEL 29' - 6"

122.12

AR06.0002

NEW DOOR ANDFRAME (PTD)

EXIST METALWALL PANELS

EXIST 6"METAL GIRT(TYP) EXIST STEEL

COLUMN (TYP)

EXIST DOOR

NEWLOUVEREDOPENING

FACE OF ADJACENTBUILDING

FLUID AIR BARRIERMEMBRANE APPLIEDTO METAL WALLPANELS

BOARD INSULATIONINTALLED WITHIMPAILING PINS ONEXIST METAL PANELS

NEW SIDING TOINFILL OPENINGS

AIR HANDLING UNIT- SEE MECH DWGS

3' - 9" 2' - 0" 9' - 4"

4"2'

- 0"

7' -

2"

LEVEL 10' - 0"

LEVEL 29' - 6"

A

GRADE-1' - 1"

EXIST METAL WALL PANELS ONFACE OF ADJACENT BUILDING

EXIST

LEVEL 10' - 0"

LEVEL 29' - 6"

12

GRADE-1' - 1"

2AR06.0002

EXIST DOOR

EXIST METALWALL PANELS

FACE OFADJACENTBUILDING

EXIST 6" METALGIRT (TYP)

EXIST STEELCOLUMN (TYP)

LEVEL 10' - 0"

LEVEL 29' - 6"

1 2

GRADE-1' - 1"

2.12

AR06.0002

EXIST METALWALL PANELS

EXIST DOORNEW LOUVERED OPENING

NEW DOOR AND FRAME(PTD)

FACE OFADJACENTBUILDING

NEW SIDING TO INFILLDOOR OPENING

NEW METAL SIDINGTO INFILL OPENING

9' - 4" 2' - 0" 3' - 9"

11"

2' -

0"7'

- 2"

LEVEL 10' - 0"

LEVEL 29' - 6"

GRADE-1' - 1"

EXIST METALWALL PANELS

EXIST 6" METALGIRT (TYP)

LEVEL 10' - 0"

LEVEL 29' - 6"

1 2

GRADE-1' - 1"

2AR06.0002

EXIST METALWALL PANELS EXIST 6" METAL

GIRT (TYP)

EXIST STEELCOLUMN (TYP)

FACE OFADJACENTBUILDING

LEVEL 10' - 0"

LEVEL 29' - 6"

D

GRADE-1' - 1"

EXIST METAL WALL PANELS ONFACE OF ADJACENT BUILDING

LEVEL 10' - 0"

LEVEL 29' - 6"

D

GRADE-1' - 1"

EXIST 6"GIRT (TYP)

EXIST METALWALL PANELS

LEVEL 10' - 0"

LEVEL 29' - 6"

12

GRADE-1' - 1"

2.1

2AR06.0002

EXIST DOOR

NEW LOUVER

EXIST METALWALL PANELS

NEWPREFINISHEDGUTTER

FACE OFADJACENTBUILDING

12' - 6" 2' - 0" 7"

1 1/

4"2'

- 0"

7' -

4 3/

4"

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W1 - INTERIOR ELEVATIONS

AR05.0004

1/4" = 1'-0"1 W1 - EAST INTERIOR ELEVATION 1/4" = 1'-0"2 W1 - NORTH INTERIOR ELEVATION

1/4" = 1'-0"3 W1 - SOUTH INTERIOR ELEVATION 1/4" = 1'-0"4 W1 - WEST INTERIOR ELEVATION

1/4" = 1'-0"5W1 - EXIST. WEST YARD NORTHELEVATION

1/4" = 1'-0"6W1 - EXIST WEST YARD WESTELEVATION

1/4" = 1'-0"7W1 - EXIST WEST YARD EASTELEVATION

1/4" = 1'-0"8W1 - EXIST WEST YARD SOUTHELEVATION

1/4" = 1'-0"9 W1 - EXIST EAST YARD EAST ELEVATION 1/4" = 1'-0"10W1 - EXIST EAST YARD NORTHELEVATION

1/4" = 1'-0"11W1 - EXIST EAST YARD SOUTHELEVATION

1/4" = 1'-0"12W1 - EXIST EAST YARD WESTELEVATION

14 of 36

LEVEL 10' - 0"

122.1

LEVEL 27' - 4"

2AR06.0003

EXIST DOOR

NEWPREFINISHEDGUTTER

NEWPREFINISHEDDOWN SPOUT

FACE OFADJACENTBUILDING

EXIST METAL WALLPANELS

LEVEL 10' - 0"

1 2 2.1

LEVEL 27' - 4"

2AR06.0003

FACE OFADJACENTBUILDING EXIST METAL

WALL PANELS

LEVEL 10' - 0"

LEVEL 310' - 4"

A B CD

EB.3 C.7

LEVEL 27' - 4"

1AR06.0003

NEW DOORS AND FRAME (PTD)

NEW PREFINISHED GUTTER

EXIST METALWALL PANELS

NEW PREFINISHED DOWN SPOUT

NEW PREFINISHED GUTTER

NEW PREFINISHED DOWN SPOUT

ROOF RESTORATIONCOATING ON EXISTMETAL ROOF

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W2 - EXTERIOR ELEVATIONS

AR05.0005

1/4" = 1'-0"2 W2 - EAST ELEVATION 1/4" = 1'-0"3 W2 - WEST ELEVATION

1/4" = 1'-0"4 W2 - SOUTH ELEVATION

15 of 36

LEVEL 10' - 0"

LEVEL 310' - 4"

1 2 2.1

LEVEL 27' - 4"

2AR06.0003

EXIST DOOR

NEW LOUVER

EXIST 6"METAL GIRT(TYP)

EXIST CMU

EXIST METALWALL PANELS

FACE OFADJACENTBUILDING

FLUID AIR BARRIERMEMBRANE APPLIED TOMETAL WALL PANELS

BOARD INSULATIONINSTALLED WITH IMPAILINGPINS ON EXIST CMU WALLSAND METAL WALL PANELS

9' - 8 3/4" 2' - 0" 3' - 4 1/4"

4"

2' -

0"8'

- 0"

LEVEL 10' - 0"

LEVEL 310' - 4"

CD B.3C.7

LEVEL 27' - 4"

1AR06.0003

NEW DOORSAND FRAME(PTD)

EXIST METALWALL PANELS

EXIST STEELCOLUMN (TYP)

EXIST 6" METALGIRT (TYP)

FLUID AIR BARRIERMEMBRANEAPPLIED TO METALWALL PANELS

BOARD INSULATIONINSTALLED WITH IMPAILINGPINS ON METAL WALLPANELS

EXIST ELECTRICALPANEL

AIR HANDLING UNIT -SEE MECH DWGS

LEVEL 10' - 0"

LEVEL 310' - 4"

B C D

LEVEL 27' - 4"

1AR06.0003

EXIST METAL WALL PANELS ONFACE OF ADJACENT BUILDING

EXIST STEELCOLUMN (TYP)

LEVEL 10' - 0"

LEVEL 310' - 4"

122.1

LEVEL 27' - 4"

2AR06.0003

EXIST CMU

NEWLOUVEREDOPENING

EXIST STEELCOLUMN (TYP)EXIST DOOR

NEW METALSIDING TOINFILLOPENING

FACE OFADJACENTBUILDING

FLUID AIR BARRIERMEMBRANE APPLIED TOMETAL WALL PANELS

BOARD INSULATIONINSTALLED WITHIMPAILING PINS ONEXIST CMU WALLSAND METAL WALLPANELS

EXIST METALWALL PANELS

AIR HANDLING UNIT -SEE MECH DWGS

4' - 9 1/4" 2' - 0" 8' - 3 3/4"

9"

2' -

0"7'

- 7"

LEVEL 10' - 0"

LEVEL 310' - 4"

AB

LEVEL 27' - 4"

EXIST METAL WALL PANELS ONFACE OF ADJACENT BUILDING

LEVEL 10' - 0"

LEVEL 310' - 4"

12 2.1

LEVEL 27' - 4"

2AR06.0003

EXIST CMU

EXIST METALWALL PANELS

EXIST DOOR

NEW METAL SIDING TO INFILLLOUVERED OPENING

FACE OFADJACENTBUILDING

NEW PREFINISHED GUTTER

NEW LOUVEREDOPENING

9"2'

- 0"

7' -

7"

8' - 3 3/4" 2' - 0" 4' - 9 1/4"

LEVEL 10' - 0"

LEVEL 310' - 4"

AB

LEVEL 27' - 4"

EXIST METALWALL PANELS

EXIST 6" METALGIRT (TYP) LEVEL 1

0' - 0"

12

LEVEL 27' - 4"

2AR06.0003

EXIST METAL WALLPANELS

EXIST 6" METALGIRT (TYP)

EXIST STEELCOLUMN (TYP)

FACE OFADJACENTBUILDING

LEVEL 10' - 0"

LEVEL 310' - 4"

D E

LEVEL 27' - 4"

EXIST METAL WALLPANELS ON FACE OFADJACENT BUILDING

ROOF ACCESSLADDER

LEVEL 10' - 0"

1 2 2.1

LEVEL 27' - 4"

2AR06.0003

EXIST METALWALL PANELS

EXIST 6" METALGIRT (TYP)

EXIST STEELCOLUMN (TYP)

EXIST DOOR

FACE OFADJACENTBUILDING

LEVEL 10' - 0"

E

LEVEL 27' - 4"

EXIST METALWALL PANELS

EXIST 6"GIRT (TYP)

LEVEL 10' - 0"

LEVEL 310' - 4"

122.1

LEVEL 27' - 4"

2AR06.0003

NEW PREFINISHEDGUTTER

NEW PREFINSIHEDDOWN SPOUT

NEW LOUVER

EXIST CMU

EXIST DOOR

ROOF ACCESSLADDER

FACE OFADJACENTBUILDING

EXISTCOLUMN(TYP)

4"

2' -

0"8'

- 0"

3' - 4 1/4" 2' - 0" 9' - 8 3/4"

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W2 - INTERIOR ELEVATIONS

AR05.0006

1/4" = 1'-0"2 W2 - EAST INTERIOR ELEVATION 1/4" = 1'-0"3 W2 - SOUTH INTERIOR ELEVATION

1/4" = 1'-0"4 W2 - NORTH INTERIOR ELEVATION 1/4" = 1'-0"5 W2 - WEST INTERIOR ELEVATION

1/4" = 1'-0"6W2 - EXIST WEST YARD NORTHELEVATION

1/4" = 1'-0"7W2 - EXIST WEST YARD EASTELEVATION 1/4" = 1'-0"8

W2 - EXIST WEST YARD SOUTHELEVATION

1/4" = 1'-0"9W2 - EXIST WEST YARD WESTELEVATION

1/4" = 1'-0"10W2 - EXIST EAST YARD NORTHELEVATION

1/4" = 1'-0"11 W2 - EXIST EAST YARD EAST ELEVATION 1/4" = 1'-0"12W2 - EXIST EAST YARD SOUTHELEVATION

1/4" = 1'-0"13W2 - EXIST EAST YARD WESTELEVATION

16 of 36

LEVEL 10' - 0"

LEVEL 210' - 4"

122

AR06.0001

2'x2' EX LOUVEROPENING

EXIST. ELECTRICALPANEL

ADJACENT BUILDING

3' -

4"3'

- 6

1/2"

EXIST. METAL WALLPANELS

EXIST. 3" METAL GIRT (TYP)

EXIST. STEEL COLUMN (TYP)

FLUID AIR BARRIERMEMBRANE APPLIED TOMETAL WALL PANELS

BOARD INSULATIONINTALLED WITH IMPAILINGPINS ON EXIST METALPANELS

AR08.00001

Sim

AR08.00002

Sim

AR08.00016

Sim

AIR HANDLING UNIT -SEE MECH DWGS

1/4" / 1'-0" SLOPE

LEVEL 10' - 0"

LEVEL 210' - 4"

A B C D1AR06.0001

ADJACENT BUILDING

EXIST. YARD

3' -

4"3'

- 6

1/2"

EXIST. 3" METALGIRT (TYP)

8" STEEL JOISTS @ 16" O.C.SECURED TO ROOF DECK

8" BLANKET INSULATION SECUREDTO JOISTS

AR08.00003

Sim

CONDENSING UNIT -SEE MECH DWGS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

E1 - SECTIONS

AR06.0001

1/4" = 1'-0"1 Section 2 1/4" = 1'-0"2 Section 1

17 of 36

LEVEL 10' - 0"

LEVEL 29' - 6"

12

GRADE-1' - 1"

2.12

AR06.0002

ADJACENT BUILDING

EXISTING METAL SIDING

EXISTING FAN OPENING

EXISTING 6" STEELFRAMING

4' -

5"2'

- 6"

BOARD INSULATION INSTALLED WITHIMPAILED PINS ON EXIST METAL PANELS

FLUID AIR BARRIER MEMBRANEAPPLIED TO EXIST METAL WALLPANELS

NEW SIDING TO INFILLDOOR OPENING

AR08.00001

Sim

AR08.00002

Sim

AR08.00016

Sim

AR08.00017

Sim

AIR HANDLING UNIT -SEE MECH DWGS

CONDENSING UNIT - SEE MECH DWGS

LEVEL 10' - 0"

LEVEL 29' - 6"

A B C D E

GRADE-1' - 1"

1AR06.0002

1' - 6"2' - 3"

1' -

1"

ADJACENT BUILDING

4' -

5"2'

- 6"

EXIST. YARD EXIST. YARD

8" STEEL JOISTS @ 16 " O.C.SECURED TO ROOF DECK

8" BLANKET INSULATIONSECURED TO JOISTS

AR08.00003

Sim

CONDENSING UNIT -SEE MECH DWGS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W1 - SECTIONS

AR06.0002

1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2

18 of 36

LEVEL 10' - 0"

LEVEL 310' - 4"

122.1

LEVEL 27' - 4"

2AR06.0003 ADJACENT BUILDING

NEWLOUVEREDOPENING

EXISTING CMU

7' -

4"

EXISTINGMETAL SIDING

FLUID AIR BARRIERMEMBRANE APPLIED TOMETAL WALL PANELS

BOARD INSULATIONINSTALLED WITH IMPAILINGPINS ON EXIST CMU WALLSAND METAL WALL PANELS

EXISTING DOOR

AR08.00001

AR08.00002

AR08.00016

AR08.00015

NEW METALSIDING TO INFILLLOUVEROPENING

EXISTINGELECTRICAL PANEL

AIR HANDLING UNIT -SEE MECH DWGS

9"

2' -

0"7'

- 7"

4' - 9 1/4" 2' - 0" 8' - 3 3/4"

LEVEL 10' - 0"

LEVEL 310' - 4"

A B C D E

LEVEL 27' - 4"

1AR06.0003

ADJACENT BUILDING

EXIST. YARD EXIST. YARD

8" STEEL JOISTS @ 16" O.C.SECURED TO ROOF DECK

8" BLANKET INSULATIONSECURED TO JOISTS

AR08.00018

AR08.00003

CONDENSING UNIT -SEE MECH DWGS

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

E

E

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

VPR

KL

BAL

09/02/2016

of

N

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603

MAINTERMINAL

E1

W2

W1

FINAL SUBMISSION 09/02/2016

W2 - SECTIONS

AR06.0003

1/4" = 1'-0"1 Section 1 1/4" = 1'-0"2 Section 2

19 of 36

LAP

6"ROOF RESTORATION COATINGON EXIST METAL ROOF DECK 5"

PROVIDE CLOSURE STRIP, MATCH EXISTROOF DECK PROFILE

26 GAUGE METAL FLASHING

26 GA METEAL COUNTER FLASHINGCUT TO EXIST SIDING PROFILE

1/4" x 1" SELF-TAPPINGSCREWS AT 12" OC (TYP)

EX C8

8" BLANKETINSULATION,SEE SPECS

8" BLANKET INSULATION,SEE SPECS

EXIST METAL SIDING

SEALANT

SPRAYED FOAM SEALANT

HSS 4X4 COLUMN

8"

1 FIELD VERIFY

VARIES 10" MAX

FACE OF EXISTADJACENT BUILDING

ADJACENT BUILDING

LAP

6"ROOF RESTORATION COATINGON EXIST METAL ROOF DECK 5"

PROVIDE CLOSURE STRIP, MATCH EXISTROOF DECK PROFILE

26 GAUGE METAL FLASHING

26 GA METEAL COUNTER FLASHINGCUT TO EXIST SIDING PROFILE

1/4" x 1" SELF-TAPPINGSCREWS AT 12" OC (TYP)

10" DEEP LIGHT GAJOISTS @24" OC

8" BLANKETINSULATION,SEE SPECS

8" BLANKET INSULATION,SEE SPECS

EXIST METAL SIDING

SEALANT

SPRAYED FOAM SEALANT

8"

ATTACH JOIST TO TRACKPER MANUFACTURERSSTANDARD DETAILS

ATTACH TRACK TOEXIST C8

VARIES ADJACENT BUILDING

CU

T

4"

1"

END CLOSURE

PROVIDE VERTICAL ANDLATERAL LEGS ON NEWUPPER AND LOWER RAKETRIMS TO OVERLAP 3" W/ EXSIDING (LEGS BEHINDSIDING)

EXIST METAL SIDING

EXIST ROOF DECT

EXIST METAL SIDING

B

D

OH, SIM

NEW ROOF TRANSITIONFLASHING, SEE DETAIL1/AR08.0000

CORNER FLASHING,SEE DETAIL 8/AR08.0000

EXIST LOWER RAKE TRIM

NEW 1'-8" LONG 26 GALOWER RAKE TRIM,MATCH EXISTPROFILE, ATTACH TOEXIST TRIM W/ (4) #14TEK SCREWS, SEEDETAIL 4/AR08.0000

NEW 2'-0" LONG 26 GA UPPERRAKE, SEE DETAIL 4/AR08.0000

COPE HORIZ LEG OFROOF TRANSITIONFLASHING AT RAKE TRIM

EXIST UPPER RAKE TRIM

COUNTER FLASHING

8" STEEL JOISTSWITH 8"BLANKETINSULATION

AIR BARRIER MEMBRANEON EXIST SIDING

5" BOARD INSULATION

4" VERTICAL TRIM LEG AT END

3" LATERAL TRIM LEG AT END

3" LATERAL TRIM LEG AT END

3" LATERAL TRIM LEG AT END

UPPER

RAKE TRIM

LOWER

RAKE TRIM

1

BEXIST 1 1/2" METAL SIDING

AIR BARRIER MEMBRANEON EXIST CMU

CL EXIST HSS 4X4 COL

EXIST CMU WALL

5" BOARD INSULATIONON EXIST CMU

26 GA METAL INSIDECORNER TRIM

ATTACH CORNER FLASHING TOEXIST METAL SIDING W/ 1/4" C7/8" TEK SCREWS AT 12" OC,STAGGER EA LEG

ATTACH CORNER FLASHING TOEXIST CMU WALL W/ 3/16" X 1"HEX HEAD CONCRETESCREWS AT 12" OC

SEALANT

SEALANT

FIELD VERIFY

3" MIN LAP

1

B

AIR BARRIER MEMBRANEON EXIST CMU

5" BOARD INSULATIONON EXIST CMU

1/4" C 7/8" TEK SCREWS W/ 11/8" DIA WASHER AT 12" OC

ATTACH FLASHING TO EXIST CMUWALL W/ 3/16" X 1" HEX HEADCONCRETE SCREWS AT 12" OC

SEALANT

AIR BARRIER MEMBRANEON EXIST METAL SIDING

2

D

FIEL

D V

ERIF

Y3"

MIN

LAP

26 GA METAL INSIDECORNER TRIM

EXIST W6 GIRT

1

B

AIR BARRIER MEMBRANEON EXIST CMU

5" BOARD INSULATIONON EXIST CMU

1/4" X 1" SELF-TAPPING SCREWSAT 12" OC (TYP)

ATTACH FLASHING TOEXIST CMU WALL W/3/16" X 1" HEX HEADCONCRETE SCREWS AT12" OC

SEALANT

EXIST METAL SIDINGOF ADJACENTBUILDING

D

26 GA METAL INSIDECORNER TRIM

CL EXISTHSS 4X4 COL

FIELD VERIFY

3" MIN LAP

EXIST CMU WALL

FIELD VERIFY

3" MIN LAP

FIEL

D V

ERIF

Y

3" M

IN L

AP

FIEL

D V

ERIF

Y

1' -

0 1/

2"

1

AR08.0001

Sim

1

B

AIR BARRIER MEMBRANEON EXIST METAL SIDINGOF SUBSTATION

5" BOARD INSULATION,SEE SPECS

ATTACH CORNERFLASHING TO EXISTMETAL SIDING W/ 1/4" X7/8" TEK SCREWS AT 12"OC, STAGGER EA LEG

SEALANT

EXIST METALSIDING

D

26 GA METAL INSIDECORNER TRIM

OH, SIM

EXIST 8" CMU WALL(BELOW)

SEALANT

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

BO

KL

BAL

09/02/2016

of

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603FINAL SUBMISSION 09/02/2016

FLASHING CLOSURE DETAILS

AR08.0000

1 1/2" = 1'-0"1 DETAIL 1 1 1/2" = 1'-0"2 DETAIL 2

1 1/2" = 1'-0"3 DETAIL 3 1 1/2" = 1'-0"4 DETAIL 4

1 1/2" = 1'-0"5 DETAIL 5 1 1/2" = 1'-0"6 DETAIL 6

1 1/2" = 1'-0"7 DETAIL 7 1 1/2" = 1'-0"8 DETAIL 8

20 of 36

1

EXIST METAL SIDINGOF ADJACENT BUILDING

INSIDE CORNER FLASHING,SEE DETAIL 7/AR08.0000EXIST 8" CMU WALL

EXIST METAL SIDING

CORNER FLASHING,SEE DETAIL8/AR08.0000

LAP

4"

SEALANT

7

AR08.0000

Sim

NEW INSIDE CORNER FLASHING,SEE DETAIL 7/AR08.0000

26 GA FLASHING, ATTACHTO EXIST BASE TRIM ANDCORNER FLASHING W/(2) 1/4" TEK SCREWS

NEW CORNER FLASHING,SEE DETAIL 8/AR08.0000

EXIST METAL SIDING

EXIST BASE TRIM

5" BOARD INSULATION

EXIST CMU WALL

AIR BARRIERMEMBRANE ON EXISTSIDING

AIR BARRIER MEMBRANEON EXIST CMU

1

EXIST METAL SIDING

FLASHING

EXIST 8" CMU WALL

FLASHING

COPE FLASHING TO MATCH PROFILE OFEXIST W6 GIRT, PROVIDE 0" GAPBETWEEN GIRT AND EDGE OFFLASHING, TOP AND BOTTOM

CL EXIST GIRT, TYPE ANDCONFIGURATION VARIES,FIELD VARIFY

SEALANT

LAP

4"

4

AR08.0001

Sim

ATTACH FLASHING TO2" X2" ANGLE W/ (2) #14SELF-TAPPINGSCREWS

2" X 2", 26 GAL-ANGLE, TYP

EXIST GIRT WEB

FLASHING TOPAND BOTTOM

EXIS

T G

IRT

CLE

AR

2"

PREMOLDED JT FILLER

VAPOR BARRIER

UNDISTURBED SOIL

CONC FILL

6"

3/8"

SEE STRUCTURAL DWGS

MIN4"

TOP OF EXIST SLAB

CLE

AR

2"

3/8" PREMOLDEDJOINT FILLER

VAPOR BARRIER

UNDISTURBED SOIL

FIELD VERIFY

1' - 3 1/2" CONC FILL

TOP OFEXIST SLAB

SEESTRUCTRUCALDWGS

MIN4"

FIELD VERIFY3 1/2"

METAL SIDING OFEXIST ADJACENTBUILDING

3/8" PREMOLDEDJOINT FILLER

FIELD VERIFY

1' - 1" CONC FILL

SEESTRUCTURALDWGS

TOP OF EXIST CONC

CLE

AR

3"

12

SUPPORT EXISTSIDING DURINGPLACEMENT OFNEW CONC FILL

EXIST COL ANDBASE (BEYOND)

FIEL

D V

ERIF

Y

10"

26 GA FLASHING, ATTACHTO EXIST BASE TRIM ANDCORNER FLASHING W/(2) 1/4" TEK SCREWS

EXIST 1 1/2" METALSIDING

EXIST BASE TRIM5" BOARD INSULATION

EXIST CMU WALL

AIR BARRIERMEMBRANE ON EXISTSIDING AND CMUATTACH NEW TRIM

FLASHING TO EXISTCMU WALL W/ 3/16" X 1"HEX HEAD CONCRETESCREWS AT 12" OC

MIN

1 1/2"PIECE A

EXTERIORFACE OFEXIST SIDING

PIECE B

NEOPRENE WRAP

TYPICAL PIPE NOTES:

1. CUT 26 GA FLASHING PIECES.

2. WRAP PIPE OR CONDUIT W/ 1/4" THICKNEOPRENE AT JUNCTURE OF SIDING ANDPIECES A AND B.

3. CAULK AROUND OUTER EDGES OFFLASHING.

4. FIT PIECES A AND B FLUSH W/ PIPEOR CONDUIT AND SIDING, FASTEN W/ (4)1/4" X 7/8" TEK SCREWS.

5. PIECE B OVERLAPS PIECE A.

6. OVERALL DIMENSION WILL VARY W/PIPE OR CONDUIT PENETRATION SIZE.

METAL WALL PANELS

FLASHING

STEEL CHANNEL

NEW LOUVER WITHINSECT SCREEN,SEE SPECS

FLASHING

STEEL CHANNEL

METAL WALL PANELS

METAL WALL PANELS

FLASHING

STEEL CHANNEL

26 GA SHEETMETAL SECUREDTO EXIST LOUVER

FLASHING

STEEL CHANNEL

METAL WALL PANELS

BOARD INSULATIONSECURED TO SHEET METALWITH IMPALING PINS

3"

1' - 6"

3"

28"

1/4" CHECKEDSTEEL PLATE (PTD)

HM DOOR

13

AR08.0001

Sim

2' - 0"EXIST METALWALL PANELS

EXIST STEEL COLUMN

EXIST METALWALL PANELS

EXIST STEEL COLUMN

1/4" CHECKEDSTEEL PLATE(PTD)

3" x 3" x 1/4" STEEL ANGLES(4 SIDES PTD)

HM DOORAND FRAME

2' - 0"

3" 1' - 6" 3"

1' -

1"

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

BO

KL

BAL

09/02/2016

of

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603FINAL SUBMISSION 09/02/2016

FLASHING CLOSURE DETAILS

AR08.0001

1 1/2" = 1'-0"1 DETAIL SECTION 1 1 1/2" = 1'-0"2 DETAIL SECTION 2

1 1/2" = 1'-0"3 DETAIL SECTION 3 1 1/2" = 1'-0"4 DETAIL SECTION 4

1 1/2" = 1'-0"5 DETAIL SECTION 5 1 1/2" = 1'-0"6 DETAIL SECTION 6 1 1/2" = 1'-0"7 DETAIL SECTION 7

1 1/2" = 1'-0"8 DETAIL SECTION 8

1 1/2" = 1'-0"9 FLASHING AT PENETRATION DETAIL

1 1/2" = 1'-0"10 LOUVER DETAIL 1 1/2" = 1'-0"11 LOUVER CLOSURE DETAIL

1" = 1'-0"12 STEEL FLOOR PLATE DETAIL - PLAN 1 1/2" = 1'-0"13 STEEL FLOOR PLATE DETAIL - SECTION

21 of 36

SCH

ED D

IM

SCHED DIM

SCH

ED D

IM

SCHED DIM

2"2"

6"

2 1/8" 1 3/4" 2 1/8"

SEALANT

FLASHING

STEEL CHANNEL -SEE STRUCTURAL

3 5/8"

6"

THRESHOLD

DOOR

6"

2 1/8" 1 3/4" 2 1/8"

SEALANT

FLASHING

STEEL CHANNEL -SEE STRUCTURAL

DOOR HARDWARE SCHEDULE

HARDWARE SET #1

3 EA1 EA1 EA1 EA1 EA1 EA

HINGESLOCKSETLOCK COREGASKETINGSWEEPTHRESHOLD

HARDWARE SET #2 - STOREROOM FUNCTION

6 EA1 EA1 EA2 EA1 EA1 EA1 EA

HINGESLOCKSETLOCK COREFLUSH BOLTSGASKETINGSWEEPTHRESHOLD

METROPOLITAN WASHINGTONAIRPORTS AUTHORITY

ENGINEERING AND MAINTENANCEDEPARTMENT (MA-220)

AIRPORT DESIGN CONSULTANTS INC.

ELLICOTT CITY, MD 21043

FAX: 410-465-9602

SUITE 3306031 UNIVERSITY BLVD.

PHONE: 410-465-9600

PROJECT IDENTIFIER

SHEET NAME

1 of 1VOLUME NUMBER

REVISION DATE

DATE

NO.

ELECTRICAL SUBSTATIONSREHABILITATION - E1, W1, AND W2

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKEDVPR

JK

AS SHOWN

JK

BO

KL

BAL

09/02/2016

of

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

36

IA1603FINAL SUBMISSION 09/02/2016

DOOR SCHEDULE AND DETALS

AR09.0001

DOOR SCHEDULE

SUBSTATION NO. MATL TYPE H W TFRAME

HW SETS REMARKSTYPE

W2 301 HM 1 6' - 7" 2' - 10" 0' - 2" HM 1W2 302 HM 1 6' - 7" 2' - 10" 0' - 2" HM 1W2 303 HM 1 6' - 6" 6' - 0" 0' - 2" HM 2W2 304 HM 1 7' - 0" 2' - 8" 0' - 2" HM 1

DOOR SCHEDULE

SUBSTATION NO. MATL TYPE H W TFRAME

HW SETS REMARKSTYPE

W1 203 HM 1 6' - 3" 3' - 0" 0' - 2" HM 1W1 204 HM 1 6' - 3" 2' - 8" 0' - 2" HM 1W1 205 HM 1 6' - 8" 5' - 4" 0' - 2" HM 2W1 206 HM 1 6' - 5" 2' - 4" 0' - 2" HM 1W1 207 HM 1 7' - 0" 3' - 0" 0' - 2" HM 1

DOOR SCHEDULE

SUBSTATION NO. MATL TYPE H W TFRAME

HW SETS REMARKSTYPE

E1 102 HM 1 6' - 8" 3' - 0" 0' - 2" HM 1E1 103 HM 1 6' - 6" 6' - 0" 0' - 2" HM 2E1 104 HM 1 6' - 8" 3' - 0" 0' - 2" HM 1

1/2" = 1'-0"1 DOOR 1/2" = 1'-0"HM FRAME

3" = 1'-0"H1 HEAD DETAIL

3" = 1'-0"T THRESHOLD DETAIL 3" = 1'-0"3 JAMB DETAIL

22 of 36

A B C D

1

2

C.1A.9A.5

2.1

1.5

1.1

HS1

HSS 3x3x

1

4

DOOR JAMB,

FULL HEIGHT

HSS 3x3x

1

4

DOOR HEADER

HSS 3x3x

1

4

DOOR

JAMB, FULL HEIGHT

(E) POST

NOTE 3: CFMF

FRAME AT NEW FAN

HSS 3x3x

1

4

DOOR HEADER

1

ST03.0001

S1

S3

L2x2x5/16x2" TYPICAL

(E) TOP GIRT

3/16

TYP

HSS 3x3x1/4"

DOOR HEADER

DOOR OPENING

(E) INTERMEDIATE GIRT

HSS 3x3x1/4"

DOOR JAMB

NOTES:

1. S1 = 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED

WITH 4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING COMPACTED

STONE BASE. INSTALL 3/8" FIBRE EXPANSION JOINT BETWEEN NEW SLAB AND ALL

ADJACENT SURFACES.

2. HS1= 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED

WITH 4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING CONCRETE SLAB.

CLEAN AND ROUGHEN EXISTING SLAB PRIOR TO POURING NEW SLAB.

3. PROVIDE NEW CFMF FRAME FOR NEW FAN OPENING IN METAL PANEL.

4. S3 = 8 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) MECHANICAL

UNIT PAD REINFORCED WITH #4 AT 12" OC EACH WAY OVER 4" OF #57 COMPACTED

STONE.

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

4 2 0 4 8

SCALE: 3/4"=1'-0"

61 0 1 2 3

E1-FLOOR PLANS

23

ST03.0001

ST03.0001

1 ELEVATION

ST03.0001

A PLAN

STRUCTURAL NOTES

GENERAL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK SHOWN IN THIS STRUCTURAL SECTION OF THE

DRAWINGS WITH ALL WORK SHOWN IN ALL THE OTHER SECTIONS OF THE CONTRACT DRAWINGS.

2. DIMENSIONS, LOCATIONS, AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE VERIFIED

IN THE FIELD BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

PROCEEDING WITH THE WORK.

CODES AND STANDARDS

1. 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC)

2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC): AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (2010), RCSC

SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (2009), AISC CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES (2010).

DESIGN LOADS

1. DEAD LOADS

1.1. COMPONENTS AND EQUIPMENT - ACTUAL WEIGHT

2. LIVE LOADS

2.1 ROOF = 30 PSF MIN.

STRUCTURAL STEEL

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE

OF STEEL CONSTRUCTION, (AISC) "STEEL CONSTRUCTION MANUAL," FOURTEENTH ADDITION.

2. WELDING SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY, (AWS D1.1), "STRUCTURAL WELDING

CODE."

3. BOLTED CONNECTIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION -

"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS."

4. MATERIALS

A.STRUCTURAL STEEL PLATE AND ANGLE - ASTM SPECIFICATION A36

B. WIDE FLANGE SHAPES-ASTM A992

C.HIGH STRENGTH BOLTS - ASTM SPECIFICATION A325

C. ALL STEEL SHALL BE HOT DIPPED GALVANIZED.

D.WELDING ELECTRODES - E70XX SERIES

STRUCTURAL COLD FORMED METAL FRAMING (CFMF)

CODES:

A. "NORTH AMERICAN SPECIFICATION FOR THE DESIGN

OF COLD-FORMED STEEL STRUCTURAL MEMBERS",

AMERICAN IRON AND STEEL INSTITUTE.

B. "STANDARD FOR COLD-FORMED STEEL FRAMING -

GENERAL PROVISIONS", AMERICAN IRON AND STEEL

INSTITUTE.

MATERIALS:

A. STEEL SHEET: ASTM A 1003, STRUCTURAL GRADE,

TYPE H, METALLIC COATED, OF GRADE AND COATING

WEIGHT AS FOLLOWS:

1. GRADE: 18 GA MIN.

2. COATING: G90

ANCHORS, CLIPS, AND FASTENERS

B. STEEL SHAPES AND CLIPS: ASTM A 36, ZINC COATED

BY HOT-DIP PROCESS ACCORDING TO ASTM A 123.

C. POWDER-ACTUATED ANCHORS: MANUFACTURED BY

HILTI OR APPROVED EQUAL.

D. MECHANICAL FASTENERS: ASTM C 1513,

CORROSION-RESISTANT-COATED, SELF-DRILLING,

SELF-TAPPING STEEL DRILL SCREWS.

1. HEAD TYPE: LOW-PROFILE HEAD BENEATH

SHEATHING, MANUFACTURER'S STANDARD

ELSEWHERE.

F. WELDING ELECTRODES: COMPLY WITH AWS

STANDARDS.

FRAMING SIZES:

A. THE CONTRACTOR SHALL DESIGN THE COLD FORMED

METAL FRAMING SYSTEMS INDICATED ON THE

DRAWINGS AND IN THE SPECIFICATIONS. THE

FRAMING SYSTEMS SHALL CONFORM TO THE

CONCEPTS INDICATED ON THE DRAWINGS AND WITH

THE MINIMUM SIZES AND GAUGES INDICATED ON THE

DRAWINGS.

B. COLD-FORMED STEEL FRAMING DESIGN, GENERAL:

DESIGN ACCORDING TO AISI'S "STANDARD FOR

COLD-FORMED STEEL FRAMING - GENERAL

PROVISIONS."

1. HEADERS: DESIGN ACCORDING TO AISI'S

"STANDARD FOR COLD-FORMED STEEL

FRAMING - HEADER DESIGN."

2. DESIGN EXTERIOR WALL FRAMING TO

ACCOMMODATE HORIZONTAL DEFLECTION

WITHOUT REGARD FOR CONTRIBUTION OF

SHEATHING MATERIALS."

GENERAL:

A. DESIGN OF ALL COLD-FORMED METAL FRAMING

SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS SHALL BE BY THE

FABRICATOR'S ENGINEER REGISTERED IN THE

PROJECT'S JURISDICTION. CALCULATIONS AND SHOP

DRAWINGS CONSISTING OF FRAMING PLANS,

ELEVATIONS, AND DETAILS SHALL BE SUBMITTED

BEARING THIS ENGINEER SEAL AND SIGNATURE.

B. MEMBER DESIGNATIONS AND PROPERTIES ARE BASE

ON DIETRICH INDUSTRIES, INC. STEEL FRAMING

CATALOGUE. FRAMING BY OTHER MANUFACTURERS

MAY BE SUPPLIED PROVIDED SECTION PROPERTIES

EQUAL OR EXCEED THOSE SPECIFIED AND IF

APPROVED BY THE ARCHITECT AND STRUCTURAL

ENGINEER.

C. CONTENTS OF THESE STRUCTURAL DOCUMENTS

SHOW THE INTENDED APPLICATION OF COLD-FORMED

FRAMING COMPONENTS.

D. ALL DIMENSIONS SHOWN ON THE STRUCTURAL

DOCUMENTS SHALL BE VERIFIED WITH THE

ARCHITECTURAL AND MECHANICAL DOCUMENTS

PRIOR TO CONSTRUCTION OR FABRICATION.

E. ALL FRAMING COMPONENTS SHALL BE CUT

SQUARELY FOR ATTACHMENT TO PERPENDICULAR

MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT

AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE

HELD POSITIVELY IN PLACE UNTIL PROPERLY

FASTENED.

F. ALL FIELD CUTTING OF STUDS MUST BE DONE BY

SAWING OR SHEARING. TORCH CUTTING OF

COLD-FORMED MEMBERS IS UNACCEPTABLE.

G. SPLICES IN STUDS, JOISTS, OR OTHER LOAD

CARRYING MEMBERS ARE NOT PERMITTED.

H. FOR AXIAL LOAD BEARING CONSTRUCTION, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT

ADEQUATE WALL BRACING/BRIDGING IS IN PLACE

PRIOR TO LOADING THESE MEMBERS AND UNTIL

SHEATHING IS PROPERLY ATTACHED TO BOTH STUD

FLANGES. CONTRACTOR SHALL NOT OVERLOAD

BEARING MEMBERS DURING CONSTRUCTION.

I. CONNECTIONS SHALL BE BY WELDING, SCREWING, OR

OTHER APPROVED FASTENING DEVICES OR METHODS

PROVIDING POSITIVE ATTACHMENT AND RESISTANCE

TO LOOSENING. FASTENERS SHALL BE OF

COMPATIBLE MATERIAL. WHENEVER POSSIBLE,

CONNECTIONS SHALL FOLLOW THE

RECOMMENDATIONS MADE BY THE METAL LATH AND

STEEL FRAMING ASSOCIATION. THE CONTRACTOR

SHALL CONFIRM THAT THE FASTENERS THEY INTEND

TO USE MEETS OR EXCEEDS THE DESIGN VALUES

SHOWN IN THE SUBMITTED CALCULATIONS.

J. TOUCH-UP ALL WELDS (IF USED) WITH ZINC RICH

PAINT.

ABBREVIATIONS:

(E) EXISTING

W WIDE FLANGE BEAM

L STEEL ANGLE

HSS HOLLOW STRUCTURAL SECTION

WASHINGTON DULLES INTERNATIONAL AIRPORT

WASHINGTON, D.C.

ELECTRICAL SUBSTATIONS

REHABILITATION - E1, W1, AND W2

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

IA1603

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

REVISION DATENO.

AS SHOWN

ELLICOTT CITY, MD 21043

PHONE: 410-465-9600, FAX: 410-465-9602

6031 UNIVERSITY BOULEVARD, SUITE 330

BT

MSK REZ

BO

KL

BAL

09/02/2016

1 OF 1

OF 36

ENGINEERING AND MAINTENANCE

DEPARTMENT (MA-220)

FINAL SUBMISSION

MAIN TERMINAL

W1

E1

W2

PROJECT

LOCATIONS

2

2.1

1

A B C D E

HS1

SEE NOTE 6

SEE NOTE 4

S1

SEE NOTE 4

L4x3x5/16

2

ST03.0002

S2

4

ST03.0002

1

ST03.0002

PLACE EDGE OF

UNIT OVER W6

RTU AND CURB

MAX WEIGHT

575 LBS.

RTU SUPPORT

FRAME BELOW

ROOF DECK

W6x8.5

W6x8.5

ON

C

-LIN

E

1

ST03.0002

HSS 3x3x1/4"

DOOR JAMB

HSS 3x3x1/4"

DOOR JAMB

L4x3x5/16

1

ST03.0002

3/8" EXPANSION JOINT

1/2" BASE PLATE

3/8" HILTI HY200

ANCHORS 3 3/8" EMBED

2"

2"

1

4

"

1'-0"

(E) SLAB

8" CONCRETE SLAB ON MIN.

4" OF STONE. REINFORCED

WITH (2) #4 AND #4 AT 48 OC.

1" CLEARANCE

HSS 3x3x1/4"

JAMB POST

(E) METAL PANEL

#12 SCREW AT 24" OC 2x2x5/16x3"

LONG CLIP

(E) BEAM

3/16

4x4x5/16x4" LONG

(E) GIRT

(E) WALL PANEL

#3 CONT

EXTERIOR GRADE METAL GRATING,

GRIP PATTERN NO HOLES. SECURE

TO NEW CURBS

CLEAN AND SURFACE PRIOR

TO CURB INSTALLATION

4" WIDE CURBS

HY 200

#3 AT 6" O/C. 3" EMBEDMENT

(E) ROOF PANEL

(E) BUILDING SLAB

(E) EXTERIOR SLAB

(E) BUILDING FACE

NOTES:

1. S1 = 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED WITH

4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING COMPACTED STONE BASE.

2. HS1= 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED WITH

4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING CONCRETE SLAB. CLEAN AND

ROUGHEN EXISTING SLAB PRIOR TO POURING NEW SLAB.

3. S2 = 8 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED WITH

4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING COMPACTED STONE BASE.

4. CLEAN BASE OF EXISTING POST AND BASE PLATE PER SSPC-SP2 AND PRIME AND PAINT TO

MATCH EXISTING.

REMOVE AND REPLACE LOOSE BASE PLATE GROUT WITH 8,000 PSI NON-SHRINK GROUT.

5. PRIME AND PAINT ALL NEW STEEL TO MATCH EXISTING.

6. ATTACH NEW W6 TO EXISTING TO POST WITH 1/2" SHEAR TAB EACH END.

7. PROVIDE 3/8" FIBRE EXPANSION JOINT BETWEEN NEW SLAB AND ALL ADJACENT SURFACES.

W1-FLOOR PLANS

24

ST03.0002

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

4 2 0 4 8

ST03.0002

A PLAN

ST03.0002

2 POST BASE

SCALE: 3/4"=1'-0"

61 0 1 2 3

ST03.0002

1 SECTION

SCALE: 3/4"=1'-0"

61 0 1 2 3

ST03.0002

3 SECTION

SCALE: 3/4"=1'-0"

61 0 1 2 3

WASHINGTON DULLES INTERNATIONAL AIRPORT

WASHINGTON, D.C.

ELECTRICAL SUBSTATIONS

REHABILITATION - E1, W1, AND W2

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

IA1603

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

REVISION DATENO.

AS SHOWN

ELLICOTT CITY, MD 21043

PHONE: 410-465-9600, FAX: 410-465-9602

6031 UNIVERSITY BOULEVARD, SUITE 330

BT

MSK REZ

BO

KL

BAL

09/02/2016

1 OF 1

OF 36

ENGINEERING AND MAINTENANCE

DEPARTMENT (MA-220)

FINAL SUBMISSION

MAIN TERMINAL

W1

E1

W2

PROJECT

LOCATIONS

A B C D E

1

2

2.1

PROVIDE 18GA MINIMUM

CFMF JAMB STUDS AT

NEW DOOR OPENING

(E) POST TYPICAL

S1

HS1

S3

S1

NOTES

1. S1 = 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED WITH

4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING COMPACTED STONE BASE.

2. HS1= 4 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) REINFORCED WITH

4x4 W2.9xW2.9 WELDED WIRE REINFORCING OVER EXISTING CONCRETE SLAB. CLEAN AND

ROUGHEN EXISTING SLAB PRIOR TO POURING NEW SLAB.

3. S3 = 8 INCH (MIN.) 4000 PSI AIR ENTRAINED CONCRETE SLAB (WC=0.45) MECHANICAL UNIT

PAD REINFORCED WITH #4 AT 12" OC EACH WAY OVER 4" OF #57 COMPACTED STONE.

4. PROVIDE 3/8" FIBRE EXPANSION JOINT BETWEEN NEW SLAB AND ALL ADJACENT

SURFACES.

W2-FLOOR PLANS

25

ST03.0003

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

4 2 0 4 8

ST03.0003

A PLAN

WASHINGTON DULLES INTERNATIONAL AIRPORT

WASHINGTON, D.C.

ELECTRICAL SUBSTATIONS

REHABILITATION - E1, W1, AND W2

PROJECT IDENTIFIER

SHEET NAME

VOLUME NUMBER

SHEET NUMBER

IA1603

DATE

SCALE

DESIGNED

CHECKED

ACCEPTED

SUBMITTED

APPROVED

DRAWN

REVISION DATENO.

AS SHOWN

ELLICOTT CITY, MD 21043

PHONE: 410-465-9600, FAX: 410-465-9602

6031 UNIVERSITY BOULEVARD, SUITE 330

BT

MSK REZ

BO

KL

BAL

09/02/2016

1 OF 1

OF 36

ENGINEERING AND MAINTENANCE

DEPARTMENT (MA-220)

FINAL SUBMISSION

MAIN TERMINAL

W1

E1

W2

PROJECT

LOCATIONS