LOCATION MAP
2000
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SCALE: 1"=2000'
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TAXILANE F
TAXIWAY E
CONCOURSE DCONCOURSE C
CONCOURSE BCONCOURSE A
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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
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S
H
IG
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A
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.
F
A
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F
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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