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S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
11'-0"90'-0"
19'-0"5'-0"
281.0' INTAKE DECK ELEVATION:
289.96'TOP OF ROOF DECK:
8TH FLOOR CONFERENCE ROOM CANOPY ELEVATION:
291.00'TOP OF STRUCTURAL ROOF DECK:
8TH FLOOR CONFERENCE ROOM ROOF ELEVATION:
294.83' (HIGH POINT)TOP OF STRUCTURAL ROOF DECK:
296.83'TOP OF PARAPET:
8TH FLOOR OFFICE (MAIN) ELEVATIONS:
311.00' (HIGH POINT)TOP OF STRUCTURAL ROOF DECK:
313.00'TOP OF PARAPET:
PH ELEVATOR PENTHOUSE ELEVATIONS:2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
PROVIDE DRAINAGE SCHEME AS SHOWN4.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 3.
J O
H N D
A Y L
O C
K A
N D D
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
PORTLAND DISTRICT
R
O F S R
E P
L A
C E
M E
N
J D
P .1
A -4
.d g n
Z A
K
Z A
K
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
A-412
N
NORTH
PROJECT
V W
E N
L A
R G
E D R
O O
F P
L A
N
V
GENERAL NOTES: KEY NOTES:
AREA SHOWN
KEY PLAN
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SS AB
M A
T T Z
A N
G E
R
R .A
T
H F
L O
O R O
F F
IC
E
(S T
R U
C T
U R
A L S
L O
P E
/8 P
E R F
O O
T
(S T
R U
C T
U R
A L S
L O
P E
/8 P
E R F
O O
T
/4 " P
E R F
O O
T
/4 " P
E R F
O O
T
/4 P
E R F
O O
T
/4 P
E R F
O O
T
8 COLUMNS
TYPICAL OF
5 SKYLIGHTS
TYPICAL OF
PARAPET
TYPICAL
3 33
SLOPE; CRICKETING SLOPES SHALL BE AS INDICATED
ARROW INDICATES DIRECTION AND MAGNITUDE OF ROOF
V
V
V
EXISTING ROOF-MOUNTED HVAC DUCT TO REMAIN.
DRAWING LEGEND:
EXISTING PLUMBING VENT TO REMAIN.
V
VH
S S S
S
S
VH
S
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN.
EXISTING SKYLIGHT DOME TO REMAIN.
REROOFING CONTRACT
INDICATES ROOF AREA NOT A PART OF THIS
/4 P
E R F
O O
T
REQUIRED
SLOPE AS
W
N
B
A-505
A-505
A-506
A-505
A-505
A-505
A-505
A-506
A-506
12"0 5'
"= 1'-0"4
1SCALE:
A-101
ENLARGED ROOF PLAN - 8TH FLOOR OFFICE
EXISTING ELEVATED HVAC EQUIPMENT
PLATFORM TO BE RETAINED
GUARDRAIL ON PARAPET, TYPICAL
SEE STRUCTURAL.
NEW SCUPPER OPENING
J D
P .1
-2
A-508
A-508
4 A-508
A-508
(PH ELEVATOR PENTHOUSE)
(P H E
L E
V A
T O
R P
E N
T H
O U
S E
(8TH FLOOR OFFICE) (8TH FLOOR CONFERENCE)
4 4 4 4
6 CONCRETE CANOPY ROOF
PMMA ROOFING (NO INSULATION)
7 STEEL LADDER, SEE S-502.
(8 T
H F
L O
O R C
O N
F E
R E
N C
E
(C A
N O
P Y
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
SLOPE 1/4"/FOOT, TYP
SEE SPEC 05 50 00
WALL MOUNTED FALL PROTECTION ANCHOR,
TYPE S, SEE DETAIL 3 ON A-508 AND SPEC 07 72 00
REPLACE EXISTING ROOF ACCESS HATCH WITH
A-506
A-509
SIM
/2
/2
ROOF DRAIN AND DRAINAGE SUMP.
S
A D
V E
R T
IS
E M
A W
A -1
OPTIONAL BID ITEMS1
10 EXISTING SEWER VENT PIPE, TO BE RETAINED
ID
E
N T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S E
X
IS
T
IN
G S
E W
E R V
E N
T P
IP
E
12 11
M A
W A -2
CONDENSATE LINES MUST BE COORDINATED WITH THE COR.
POINT DOWN TO STEEL DECK OF EXISTING ROOF. MODIFICATION OF THE EXISTING
(TYP. OF 2). EXISTING LINE TO BE REMOVED BY CONTRACTOR FROM NEW TERMINATION
TERMINATED SUCH THAT THEY DRAIN ONTO THE NEW 8TH FLOOR OFFICE ROOF DECK
EXISTING HVAC CONDENSATE LINES, THAT PENETRATE THE ROOF DECK, TO BE
IFICATION OF THE EXISTING CONDENSATE LINES MUST BE COORDINATED WITH THE COR.
REMOVED AND CAPPED AT THE EXTERIOR OF THE CONCRETE WALL (TYP. OF 2). MOD-
EXISTING HVAC CONDENSATE LINES, THAT PENETRATE THE CONCRETE WALL, TO BE
INSULATION
PMMA ROOFING WITH GENERAL ROOF
U P
D A
T E T
O K
E Y
N O
T E A
D D
IT
IO
N O
F K
E Y
N O
T E
S
A
N D
R
E G
A R
D
IN
G E
X
IS
T
IN
G C
O N
D E
N S
A T
E L
IN
E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
20'-9"
14'-0"
11'-0"
185.00'TAILRACE DECK ELEVATION:
194.75'CANOPY, TOP OF CONCRETE ROOF DECK:
197.87'LOW ROOF, TOP OF CONCRETE ROOF DECK:
217.75'HIGH ROOF, TOP OF CONCRETE ROOF DECK:
220.00'HIGH ROOF, TOP OF PARAPET:
SOUTH POWERHOUSE ENTRANCE ROOF ELEVATIONS:
281.0' INTAKE DECK ELEVATION:
311.39' (HIGH POINT)TOP OF CONCRETE ROOF DECK:
313.50'TOP OF PARAPET:
FREIGHT ELEVATOR PENTHOUSE ELEVATIONS:2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
PROVIDE DRAINAGE SCHEME AS SHOWN4.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 3.
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A -4
.d g n
Z A
K
Z A
K
A R
C H
IT
E C
T U
R A
L
A-413
N
NORTH
PROJECT
U
W
E N
L A
R G
E D R
O O
F P
L A
N S
GENERAL NOTES:
KEY NOTES:
KEY PLAN
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SS AB
M A
T T Z
A N
G E
R
R .A
SLOPE; CRICKETING SLOPES SHALL BE AS INDICATED
ARROW INDICATES DIRECTION AND MAGNITUDE OF ROOF
ROOF DRAIN INSERT AND DRAINAGE SUMP.
DRAWING LEGEND:
EXISTING PLUMBING VENT TO REMAIN.
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN.
12"0 5'
"= 1'-0"4
1SCALE:
GUARDRAIL ON PARAPET, TYPICAL
SEE STRUCTURAL.
J D
P .1
-2
T H
O R
N T
O N
F R
E
IG
H T E
L E
V A
T O
R A
N D S
O U
T H E
N T
R A
N C
E
A-101
ENLARGED ROOF PLAN - SOUTH POWERHOUSE ENTRANCE
N
NORTH
PROJECT12"0 5'
"= 1'-0"4
1SCALE:
A-101
ENLARGED ROOF PLAN - FREIGHT ELEVATOR PENTHOUSE
AREAS SHOWN
W
N
B
PMMA ROOFING WITH TAPERED INSULATION
V
V
S
S
S
PMMA ROOFING (NO INSULATION)
EXISTING STAIR ASSEMBLY TO REMAIN.
(H
IG
H R
O O
F
(L O
W R
O O
F
(C A
N O
P Y
(CANOPY)
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
R O
O F S R
E P
L A
C E
M E
N T
SEE SPEC 05 50 00
WALL-MOUNTED FALL PROTECTION ANCHOR,
1/4" PER FOOT
FOOT
PER
1/4" F
O O
T
P E
R
/4
F O
O T
/4 " P
E R
1/4" PER FOOT
/4 " P
E R F
O O
T /4 " P
E R F
O O
T
F O
O T
/4 " P
E R
FOOT
1/4" PER
F O
O T
/4 " P
E R
1/4" PER FOOT
A-508
A-508
A-508
SIM
A-508
SIM
A-508
A-508
SIM
SIM
A-506
SIM
A-506
SIM
ON A-508 AND SPECIFICATION SECTION 07 72 00.
ROOF ACCESS HATCH TYPE S. SEE DETAIL 3
REPLACE EXISTING ROOF ACCESS HATCH WITH
A-509
SIM
/2
/2
A-508
A D
V E
R T
IS
E M
A W
A -1
OPTIONAL BID ITEM
OPTIONAL BID ITEM
6 EXISTING ANTENNA, SEE ELECTRICAL
ID
E
N T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S A
N D E
X
IS
T
IN
G A
N T
E N
N A
S
M A
W A
D D
IT
IO
N O
F K
E Y
N O
T E T
O D
R A
W
IN
G D
E T
A
IL
A
-2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
3'-6""2 113'-
3'-6""2 113'-
281.0' INTAKE DECK ELEVATION:
289.36'CANOPY, TOP OF CONCRETE ROOF:
305.75' (HIGH POINT)TOP OF CONCRETE ROOF:
307.75'TOP OF PARAPET:
BAY 17 ELEVATOR PENTHOUSE ELEVATIONS:
289.36'CANOPY, TOP OF CONCRETE ROOF:
305.75' (HIGH POINT)TOP OF CONCRETE ROOF:
307.75'TOP OF PARAPET:
BAY 9 ELEVATOR PENTHOUSE ELEVATIONS:2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
PROVIDE DRAINAGE SCHEME AS SHOWN4.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 3.
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
O F S R
E P
L A
C E
M E
P .1
A -4
.d g n
Z A
K
Z A
K
Z A
N G
E R
A R
C H
IT
E C
T U
R A
L
A-414
N
NORTH
PROJECT
E N
L A
R G
E D R
O O
F P
L A
N S
V
GENERAL NOTES: KEY NOTES:
AREA SHOWN
KEY PLAN
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SS AB
M A
T T Z
A N
G E
R
R .A
SLOPE; CRICKETING SLOPES SHALL BE AS INDICATED
ARROW INDICATES DIRECTION AND MAGNITUDE OF ROOF
ROOF DRAIN INSERT AND DRAINAGE SUMP.
EXISTING ROOF-MOUNTED HVAC DUCT TO REMAIN.
DRAWING LEGEND:
W
N
B
12"0 5'
"= 1'-0"4
1SCALE:
J D
P .1
-2
A-101
ENLARGED ROOF PLAN - BAY 9 ELEVATOR PENTHOUSE N
NORTH
PROJECT12"0 5'
"= 1'-0"4
1SCALE:
A-101
ENLARGED ROOF PLAN - BAY 17 ELEVATOR PENTHOUSE
L D
B A
Y B
A Y
E
L E
V A
T O
R P
E N
T H
O U
S E
(CANOPY)
(C A
N O
P Y
(ELEVATOR PENTHOUSE)
(E L E
V A
T O
R P
E N
T H
O U
S E
(ELEVATOR PENTHOUSE) (CANOPY)
(C A
N O
P Y
(E L E
V A
T O
R P
E N
T H
O U
S E
4 PMMA ROOFING (NO INSULATION)
PMMA ROOFING WITH TAPERED INSULATION
A-509
A-509
A-508
A-508
A-508
A-508
A-508
A-508
SEE DETAIL 2/A-509
SINGLE POINT FALL PROTECTION ANCHOR,
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
SIM
SIM
SIM
SIM
SIM
SIM
A-509
A-509
/2
/2
A D
V E
R T
IS
E M
A W
A -1
OPTIONAL BID ITEM OPTIONAL BID ITEM
EXISTING AIR HORN TO BE RELOCATED
ID
E
N T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S A
N D A
IR
H
O R
N R
E L
O C
A T
IO
N
NOT IN USE
M A
W U
P D
A T
E O
F D
R A
W
IN
G K
E Y N
O T
E A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
ROOF DRAINS AND DRAINAGE SCHEME NOT SHOWN FOR CLARITY.6.
- SPRAY-APPLIED ACRYLIC WATERPROOF COATING
- SPRAY-APPLIED POLYURETHANE FOAM INSULATION
CURRENT ROOFING SYSTEM
DESCRIPTION OF EXISTING ROOFING SYSTEMS TO BE REMOVED (BOTTOM-UP):5.
20'-9"
14'-0"
11'-0"
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
A D
.d g n
Z A
K
Z A
K
A R
C H
IT
E C
T U
R A
L
AD402
N
NORTH
PROJECT
U
W
KEY PLAN
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SS AB
M A
T T Z
A N
G E
R
R .A
12"0 5'
"= 1'-0"4
1SCALE:
J D
P .1
-2
T H
O R
N T
O N
F R
E
IG
H T E
L E
V A
T O
R A
N D S
O U
T H E
N T
R A
N C
E
N
NORTH
PROJECT12"0 5'
"= 1'-0"4
1SCALE:
AREAS SHOWN
W
N
B
/2
/2
R O
O F D
E M
O L
IT
IO
N P
L A
N
A-101
ROOF DEMOLITION PLAN - FREIGHT ELEVATOR PENTHOUSE
A-101
ROOF DEMOLITION PLAN - SOUTH POWERHOUSE ENTRANCE
LEGEND: GENERAL NOTES:
KEY NOTES:
EXISTING STRUCTURAL CONCRETE ROOF DECK.
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
R O
O F S R
E P
L A
C E
M E
N T
A D
V E
R T
IS
E
(H
IG
H R
O O
F
(L O
W R
O O
F
(C A
N O
P Y
(CANOPY)
SPECIFICATION SECTION 02 82 14.00 28 AND 07 01 50.00 28.
ASBESTOS. REMOVAL SHALL BE IN ACCORDANCE WITH
WARNING: EXISTING ROOFING MATERIALS ARE KNOWN TO CONTAIN 3.
194.75'TOP OF CONCRETE ROOF:
SOUTH POWERHOUSE ENTRANCE (CANOPY):
197.87'TOP OF CONCRETE ROOF:
SOUTH POWERHOUSE ENTRANCE (LOW ROOF):
185.37'TAILRACE:
220.00'TOP OF PARAPET:
SOUTH POWERHOUSE ENTRANCE (HIGH ROOF):
281.00' INTAKE DECK :
313.50' TOP OF PARAPET:
FREIGHT ELEVATOR PENTHOUSE:2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES. 1.
M A
W A -1
OPTIONAL BID ITEM
OPTIONAL BID ITEM
ID
E
N T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S A
N D E
X
IS
T
IN
G A
N T
E N
N A
S
EXISTING ANTENNA, SEE ELECTRICAL
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
M A
W U
P D
A T
E O
F D
R A
W
IN
G K
E Y N
O T
E S
A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
L V
R E
V
IS
E D G
E N
E R
A L N
O T
O F S R
E P
L A
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REF
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POWERHOUSE ELEVATOR PENTHOUSE
8th FLOOR OFFICE BUILDING AND
OPTIONAL BID ITEM
/1
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L V
GENERAL NOTES:
RAIL TO PREVENT PARALLEL BONDING PATHS. ARROWS DEPICT PATH OF BONDING CIRCUIT WITH ORIGINATION FROM THE GROUNDING PAD.
FLOOR OFFICE GUARD RAIL SECTION. THE 8TH FLOOR OFFICE GUARD RAIL SECTION SHALL ONLY BE TERMINATED ON ONE END OF THE GUARD
ON THE EXTERIOR WALL OF THE POWERHOUSE ELEVATOR PENTHOUSE; (3) BASE PLATE OF 8TH FLOOR OFFICE GUARD RAIL SECTION; (4) 8TH
GUARD RAIL BASE PLATE; (2) POWERHOUSE ELEVATOR PENTHOUSE GUARD RAIL BASE PLATE TO BONDING CONDUCTOR RUNNING VERTICALLY
THE POWERHOUSE ELEVATOR PENTHOUSE. THE BONDING CIRCUIT ROUTE IS AS FOLLOWS: (1) GROUNDING PAD TO POWERHOUSE ELEVATOR
BOTH POWERHOUSE ELEVATOR PENTHOUSE AND 8TH FLOOR OFFICE GUARD RAILS ARE BONDED TO THE GROUNDING PAD LOCATED INSIDE 5.
COR PRIOR TO WORK COMMENCING. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
LINES, RECEPTACLES, AND PLUMBING FIXTURES. EQUIPMENT MOUNTING CONFIGURATIONS SHALL BE SUBMITTED AND APPROVED BY THE
RAIL SYSTEMS. EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, ANTENNAS, CAMERAS, CONDUITS, CONDUCTORS, REFRIGERANT
CONTRACTOR SHALL COORDINATE MOUNTING CONFIGURATION OF EXISTING EQUIPMENT TO ACCOMMODATE BOTH ROOFING AND GUARD4.
MINIMUM OF 14 DAYS PRIOR TO WORK COMMENCING.
PENTHOUSE ROOF SHALL BE DE-ENERGIZED DURING DEMOLITION AND INSTALLATION EFFORTS. COORDINATE OUTAGES WITH THE COR A
EXISTING ANTENNAS AND APPURTENANCES LOCATED ON BOTH THE 8TH FLOOR OFFICE BUILDING AND POWER HOUSE ELEVATOR 3.
LOCATED ON BOTH 8TH FLOOR OFFICE BUILDING AND POWERHOUSE ELEVATOR PENTHOUSE ROOF WITH THE COR.
CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL AND INSTALLATION OF EXISTING ELECTRICAL EQUIPMENT AND APPURTENANCES2.
THAT NO CIRCULAR GROUNDING PATHS ARE CREATED.
PROVIDE A SINGLE PATH BACK TO THE EXISTING DAM GROUNDING GRID EXCEPT WHERE NOTED. BONDING CONFIGURATION SHALL ENSURE
ALL CONTINUOUS POWERHOUSE ELEVATOR PENTHOUSE AND 8TH FLOOR OFFICE GUARD RAIL SECTIONS SHALL BE BONDED TOGETHER TO 1. 2
GROUNDING PATHS. SEE SHEET E-103 FOR ADDITIONAL BONDING CIRCUIT ROUTING.
END OF BONDED GUARD RAIL. THIS END OF THE RAIL SECTION IS NOT CONNECTED ON BOTH SIDES IN ORDER TO PREVENT CIRCULAR OR PARALLEL
EXISTING ANEMOMETER AND HF ANTENNA TO REMAIN.
MACHINERY ROOM AND TERMINATE ON EXISTING COPPER GROUNDING PAD LOCATED ON THE WEST WALL. SEE SHEET E-301 FOR CONDUIT PENETRATION DETAILS.
TO THE POWERHOUSE ELEVATOR PENTRHOUSE GUARD RAIL BASE PLATE. ROUTE BONDING CONDUCTOR INSIDE POWERHOUSE ELEVATOR PENTHOUSE
EXISTING WALL PENETRATION USED TO ROUTE BONDING CONDUCTOR FROM INSIDE THE POWERHOUSE ELEVATOR PENTHOUSE MACHINERY ROOM
ELEVATOR PENTHOUSE GUARD RAIL TO THE 8TH FLOOR OFFICE.
PER DETAILS SHOWN ON SHEET E-501. SECURE CONDUCTOR USING CABLE CLAMPS. THIS CONDUCTOR IS USED AS A BONDING PATH FROM THE POWERHOUSE
SURFACE MOUNT #2 AL CONDUCTOR FROM POWERHOUSE ELEVATOR PENTHOUSE GUARD RAIL BASE PLATE TO 8TH FLOOR OFFICE BASE PLATE AND BOND
OF THE GROUNDING SYSTEM PER DETAILS ON SHEET E-501.
THE GUARD RAIL FUNCTIONS AS THE GROUND PATH FOR BOTH THE RAIL AND LADDER. BOND NEW GUARD RAIL AND NEW LADDER TO MAINTAIN CONTINUITY
BOND #2 AL GROUND CONDUCTOR TO GUARD RAIL BASE PLATE AS SHOWN ON DETAIL 3 OF SHEET E-501.
CONNECTOR. SEE SHEET E-501 DETAIL 3 FOR BASE PLATE BONDING.
BOND 8TH FLOOR OFFICE GUARD RAIL SECTION TO POWERHOUSE ELEVATOR PENTHOUSE GUARD RAIL BASE PLATE USING A GALVANIZED BOLTED
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P L
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C A
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
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C H
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K E
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6"0 2.5' 5'
"= 1'-0"8
3SCALE:
6"0 2.5' 5'
"= 1'-0"8
3SCALE:
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GENERAL NOTES:
1 3
V A
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KEY NOTES:
HATCH VENT
CONDUIT
EXISTING
CAMERA
ROTATING
EXISTING
EXISTING CONDUIT
VENT
HATCH
C
E-301
C
E-301
/2
/2
A D
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E-101
IN STATION SERVICE BAY
FREIGHT ELEVATOR PENTHOUSE ROOF (EL.313.50)
OPTIONAL BID ITEM
E-101
IN ASSEMBLY BAY
PH ELEVATOR PENTHOUSE ROOF (EL.311.00)
OPTIONAL BID ITEM
EXISTING VENT PIPE
ANTENNA JUNCTION BOX TO REMAIN
STEEL PLATE TO REMAIN
EXISTING RECEPTACLE &
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ANTENNA TO REMAIN
EXISTING ATOMIC CLOCK
ANTENNA TO REMAIN
EXISTING SATELLITE
CONDUIT WITH ELBOW
EXISTING SURFACE MOUNT
TO REMAIN
EXISTING ANEMOMETER MAST
TO REMAIN
EXISTING ANTENNA
AND OPERATION PERSONNEL.
ASSOCIATED WITH THE FREIGHT ELEVATOR PENTHOUSE ROOF. CONTRACTOR TO COORDINATE REMOVAL OF THE CAMERA WITH THE COR
THE DISCONNECTION AND REMOVAL OF THE EXISTING CAMERA IS ONLY PERMITTED AT THE START OF ROOF DEMOLITION WORK DIRECTLY 5.
COR PRIOR TO WORK COMMENCING. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
LINES, RECEPTACLES, AND PLUMBING FIXTURES. EQUIPMENT MOUNTING CONFIGURATIONS SHALL BE SUBMITTED AND APPROVED BY THE
RAIL SYSTEMS. EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, ANTENNAS, CAMERAS, CONDUITS, CONDUCTORS, REFRIGERANT
CONTRACTOR SHALL COORDINATE MOUNTING CONFIGURATION OF EXISTING EQUIPMENT TO ACCOMMODATE BOTH ROOFING AND GUARD4.
A MINIMUM OF 14 DAYS PRIOR TO WORK COMMENCING.
PENTHOUSE ROOF SHALL BE DE-ENERGIZED DURING DEMOLITION AND INSTALLATION EFFORTS. COORDINATE OUTAGES WITH THE COR
EXISTING ANTENNAS AND APPURTENANCES LOCATED ON BOTH POWER HOUSE ELEVATOR PENTHOUSE ROOF AND FREIGHT ELEVATOR 3.
APPURTENANCES LOCATED ON BOTH THE POWERHOUSE AND FREIGHT ELEVATOR PENTHOUSES WITH THE COR.
CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL AND INSTALLATION OF EXISTING ELECTRICAL EQUIPMENT AND 2.
DAM GROUNDING GRID. BONDING CONFIGURATION SHALL ENSURE THAT NO CIRCULAR GROUNDING PATHS ARE CREATED.
ALL CONTINUOUS PENTHOUSE GUARD RAIL SECTIONS SHALL BE BONDED TOGETHER TO PROVIDE A SINGLE PATH BACK TO THE EXISTING1.
E-102 FOR ADDITIONAL ROUTING GUIDANCE.
TERMINATE NEW BONDING CONDUCTOR ROUTED TO 8TH FLOOR OFFICE SPACE TO NEAREST GUARD RAIL MOUNTING PLATE. SEE SHEET
COORDINATE ROUTING OF BONDING CONDUCTOR WITH EXISTING 480-V CRANE BUS INTERMEDIATE SUPPORT POLE.
BE INSTALLED BY THE GOVERNMENT FOLLOWING COMPLETION OF THE FREIGHT ELEVATOR PENTHOUSE ROOF.
EXISTING CAMERA IS TO BE 'COILED UP' AND TEMPORARILY PROTECTED FOR FUTURE USE BY THE GOVERNMENT. A NEW CAMERA AND CAMERA MOUNT WILL
EXISTING CAMERA AND CAMERA MOUNT TO BE REMOVED BY THE CONTRACTOR AND TURNED OVER TO THE GOVERNMENT. CABLING ASSOCIATED WITH THE
COORDINATE NEW ROOFING SYSTEM WITH EXISTING SURFACE MOUNTED CONDUITS.
COORDINATE MOUNTING OF EXISTING EQUIPMENT WITH THE INSTALLATION OF NEW ROOF AND GUARD RAIL SYSTEM.
EXISTING BRACKET TO BE REMOVED BY CONTRACTOR. CONFIRM WITH CONTRACTING OFFICER PRIOR TO REMOVAL.
RAIL SYSTEMS.
EXISTING ANTENNA SUPPORTING STRUCTURES SHALL REMAIN. COORDINATE ANTENNA SUPPORTING STRUCTURES WITH NEW ROOF AND GUARD
SECTION OF GUARD RAIL TO REMAIN DISCONNECTED TO PREVENT CIRCULAR OR PARALLEL GROUNDING PATHS.
LOCATION. SEE SHEET E-501 DETAIL 3 FOR BONDING TO GUARD RAIL BASE PLATES. SEE SHEET E-301 FOR EXTERIOR WALL SECTION VIEW.
SEAL EXTERIOR END OF CONDUIT WITH WATERTIGHT BUSHING. SEE SHEET E-104 FOR GROUND CONDUCTOR PRECESSION AND GROUNDING PAD
TERMINATE GROUND CONDUCTOR ROUTED FROM THE FREIGHT ELEVATOR PENTHOUSE MECHANICAL ROOM TO CLOSEST GUARD RAIL BASE PLATE.
PAD LOCATION AND SHEET E-501 DETAIL 3 FOR BONDING TO GUARD RAIL BASE PLATES. SEE SHEET E-301 FOR EXTERIOR WALL SECTION VIEW.
PLATE. SEAL EXTERIOR END OF CONDUIT WITH WATERTIGHT BUSHING. SEE SHEET E-104 FOR GROUND CONDUCTOR PRECESSION AND GROUNDING
TERMINATE GROUNDING CONDUCTOR ROUTED FROM THE POWERHOUSE ELEVATOR PENTHOUSE MECHANICAL ROOM TO CLOSEST GUARD RAIL BASE
TERMINATE BONDING CONDUCTOR TO GUARD RAIL AND BASE PLATE. SEE SHEET E-501 DETAIL 3 FOR BONDING TO GUARD RAIL BASE PLATES.
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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ELEVATOR GOVERNOR
CONTROLLER
ELEVATOR
EXISTING ROOF ACCESS LADDER
AND MOTOR
ELEVATOR HOIST MACHINE
EXISTING WALL PENETRATION
COPPER PAD
GROUNDING GRID
MOUNTED
EXISTING WALL
www
THROUGH CONCRETE WALL
EXISTING CONDUIT TRANSITIONING
UP
DOWN
PENTHOUSE ROOF
FREIGHT ELEVATOR
LADDER ACCESS TO
34 EXISTING WALL MOUNTED CONDUIT
LOWER FLOOR
LADDER ACCESS TO
LOWER FLOOR
LADDER ACCESS TO
MACHINE AND MOTOR
ELEVATOR HOIST
GRID COPPER PAD
MOUNTED GROUNDING
EXISTING FLOOR
EXISTING ELECTRICAL EQUIPMENT
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3SCALE:
6"0 2.5' 5'
"= 1'-0"8
3SCALE:
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GENERAL NOTES:
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KEY NOTES:
/2
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EXISTING GROUNDING CONDUCTOR
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E-101
IN ASSEMBLY BAY
PH ELEVATOR PENTHOUSE MECHANICAL ROOM (EL 300.17)
OPTIONAL BID ITEM
E-101
IN STATION SERVICE BAY
FREIGHT ELEVATOR MECHANICAL ROOM (EL301.33)
OPTIONAL BID ITEM
/1
/1
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BE SUBMITTED AND APPROVED BY THE COR PRIOR TO WORK COMMENCING. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
CONDUCTORS, REFRIGERANT LINES, RECEPTACLES, AND PLUMBING FIXTURES. EQUIPMENT MOUNTING CONFIGURATIONS SHALL
AND GUARD RAIL SYSTEMS. EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, ANTENNAS, CAMERA, CONDUITS, CONTRACTOR SHALL COORDINATE MOUNTING CONFIGURATION OF EXISTING EQUIPMENT TO ACCOMMODATE BOTH ROOFING 3.
APPURTENANCES LOCATED ON BOTH THE POWERHOUSE AND FREIGHT ELEVATOR PENTHOUSE WITH THE COR.
CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL AND INSTALLATION OF EXISTING ELECTRICAL EQUIPMENT AND 2.
ALL BOLTED TERMINALS SHALL BE DUAL RATED FOR USE WITH BOTH COPPER AND ALUMINUM ELECTRICAL COMPONENTS.1.
OFFICE GUARD RAIL BASE PLATE. SEE SHEET E-102 FOR ADDITIONAL ROUTING GUIDANCE.
TERMINATE NEW BONDING CONDUCTOR ROUTED FROM THE POWERHOUSE ELEVATOR PENTHOUSE GUARD RAIL BASE PLATE TO THE 8TH FLOOR
EXTERIOR SECTION TO PREVENT WATER INTRUSION. INSTALL ELECTRICAL BUSHING ON EXTERIOR SECTION OF CONDUIT.
INSTALL NEW GALVANIZED CONDUIT THROUGH EXISTING WALL PENETRATION. CONDUIT SHALL INCLUDE 2" OF ADDITIONAL LENGTH ON
03 01 32.00 25 FOR CORE DRILLING REQUIREMENTS.
CONDUIT LENGTH ON EXTERIOR OF WALL. INSTALL BUSHING ON EXTERIOR CONDUIT SECTION. SEE SPEC SECTION
CORE DRILL THROUGH EXTERIOR WALL AND ROUTE 1" GALVANIZED CONDUIT THROUGH NEW PENETRATION. PROVIDE 2" ADDITIONAL
NEW GUARD RAIL SECTION.
INSTALL A TWO CONDUCTOR DUAL RATED TERMINAL TO FACILITATE GROUNDING OF EXISTING EQUIPMENT GROUND AND
ROUTE #2 AL GROUNDING CONDUCTOR ALONG WALL FROM COPPER GROUNDING PAD AND TERMINATE AT BASE OF GUARD RAIL.
SURFACE MOUNT GROUND CABLE ON THE EXTERIOR OF THE PENTHOUSE AND TERMINATE TO NEAREST GUARD RAIL MOUNTING PLATE
TRANSITION GROUND CABLE THROUGH EXISTING WALL PENETRATION TO EXTERIOR OF POWERHOUSE ELEVATOR PENTHOUSE.
REMOVE EXISTING COPPER GROUNDING CONDUCTOR AND PROVIDE NEW #2 AL CONDUCTOR SURFACE MOUNTED TO THE INTERIOR WALL.
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P L
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C A
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
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C H
E C
K E
D B
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J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
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P S O
F E
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P O
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020' 20'
SCALE: 1"= 20'
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GENERAL NOTES
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E-405
L
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NORTH
PROJECT
W
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E-102
J D
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A
E-301
B
KEY NOTES:
N
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/2
/2
P O
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A
POWERHOUSE ELEVATOR PENTHOUSE
8th FLOOR OFFICE BUILDING AND
OPTIONAL BID ITEM
EL. 296
EL. 311
L V
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COR PRIOR TO WORK COMMENCING. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM.
LINES, RECEPTACLES, AND PLUMBING FIXTURES. EQUIPMENT MOUNTING CONFIGURATIONS SHALL BE SUBMITTED AND APPROVED BY THE
RAIL SYSTEMS. EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, ANTENNAS, CAMERAS, CONDUITS, CONDUCTORS, REFRIGERANT
CONTRACTOR SHALL COORDINATE MOUNTING CONFIGURATION OF EXISTING EQUIPMENT TO ACCOMMODATE BOTH ROOFING AND GUARD4.
TO WORK COMMENCING.
DE-ENERGIZED DURING DEMOLITION AND INSTALLATION EFFORTS. COORDINATE OUTAGES WITH THE COR A MINIMUM OF 14 DAYS PRIOR
EXISTING EQUIPMENT LOCATED ON BOTH THE 8TH FLOOR OFFICE BUILDING AND POWERHOUSE ELEVATOR PENTHOUSE ROOF SHALL BE 3.
APPURTENANCES LOCATED ON BOTH THE 8TH FLOOR OFFICE AND POWERHOUSE ELEVATOR PENTHOUSE ROOF WITH THE COR.
CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL AND INSTALLATION OF EXISTING ELECTRICAL EQUIPMENT AND 2.
MAINTAIN ELECTRICAL CONTINUITY OF THE GUARD RAIL SYSTEM.
EXISTING DAM GROUNDING GRID. WHERE BREAKS IN GUARD RAIL EXIST, CONTRACTOR SHALL PROVIDE A BONDING CONDUCTOR TO
ALL CONTINUOUS 8TH FLOOR OFFICE GUARD RAIL SECTIONS SHALL BE BONDED TOGETHER TO PROVIDE A SINGLE PATH BACK TO THE 1.
SEE SHEET E-103 FOR ELECTRICAL WORK THIS SPACE.
PROVIDE #2 AL CONDUCTOR FASTENED TO GUARD RAIL BASE PLATES PER DETAIL 3 ON SHEET E-501.
BOND NEW LADDER TO NEW GUARD RAIL TO MAINTAIN CONTINUITY FOR GROUNDING CIRCUIT.
SURFACE MOUNT GROUND CONDUCTOR TO EXTERIOR OF BUILDING. SEE SHEET E-102 FOR ROUTING PATH.
ALUMUNUM CONDUCTOR.
BOND 8TH FLOOR GUARD RAIL SYSTEM TO POWERHOUSE ELEVATOR PENTHOUSE GUARD RAIL BASE PLATE USING #2 AWG
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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7'-4"7'-0"9"
7'-5"6'-0"9" 6'-0" 9"
7'-4"7'-0"9" 7'-0" 9"
1'
1'
16'-0"4'-6" 17'-0"4'-6"5'-0"
BETWEEN RAILS TYP
3" MAX GAP
7'-0" MAX 9"
FIELD VERIFY
RAILS AND POST TYP
3" MAX GAP BETWEEN
7'-5"6'-0"9" 6'-0" 9"
1'
1'
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"= 1'-0"8
3SCALE:
6"0 2.5' 5'
"= 1'-0"8
3SCALE:
6"0 2.5' 5'
"= 1'-0"8
3SCALE:
A N
S I
D
S-107
/8
T C
H A
M D J
A
G O
N Z
A L E
Z
M A
T T Z
A N
G E
R
R .A
S-302
D S-302
D
CLCLCLCL
C L C L
C L
C L C L
C L
CLCLCLCL
CL CL CL CL
C L C L
C L
VENT
VENT
HATCH
VENT
PIPE
EXISTING
PIPE
EXISTING
ANTENNA
EXISTING
ANTENNA
EXISTING
S T
R U
C T
U R
A L P
L A
N
P H F
R E
IG
H T E
L E
V A
T O
R P
E N
T H
O U
S E
HATCH
S-502
E
LADDER
S-101
Q
VISITORS' GALLERY ENTERANCE
S-106
R
IN ASSEMBLY BAY
PH ELEVATOR PENTHOUSE
S-101
S
IN STATION SERVICE BAY
FREIGHT ELEVATOR PENTHOUSE
TYP TYP
SIGN (SEE NOTES)
JOHN DAY BUILDING
SEE SPEC (TYP)
GUARDRAIL SYSTEM.
WITH INTEGRAL
ROOF ACCESS HATCH
M P
A R
K S
PLATE (SEE NOTE 1)
GUARDRAIL MOUNTING
PLATE (SEE NOTES)
GUARDRAIL MOUNTING
SPEC 05-50 00
ANCHOR SEE
FALL PROTECTION
WALL MOUNTED
FINISHED ROOF ELEVATION.
INSTALLED AS SPECIFIED AT 48" ELEVATION FROM THE
2. THE WALL MOUNTED FALL PROTECTION SHALL BE
ANCHORS LEFT OR RIGHT TO AVOID SIGN.
OFF THE TOP OF THE PARAPET WALL. ADJUST
SHALL BE POSITIONED 6" MIN OFF THE SIDE AND 8" MIN
EXISTING JOHN DAY BUILDING SIGN. MOUNTING PLATES
HOUSE PENTHOUSE DUE TO THE LOCATION OF THE
MOUNTING PLATES ON THE EAST WALL OF THE POWER
FIELD VERIFY MOUNTING LOCATION FOR THE GUARDRAIL 1.
NOTES:
SEE SPEC 05-50 00
PROTECTION ANCHOR
WALL MOUNTED FALL
S-401
D
S-401
D
S-302
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
M A
W A -1
A D
V E
R T
IS
E
/2
/2
1 OPTIONAL BID ITEM 1 OPTIONAL BID ITEM
1 OPTIONAL BID ITEM
SEE ELECTRICAL
EXISTING ANTENNAS,
ID
E
N T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S A
N D E
X
IS
T
IN
G A
N T
E N
N A
S
FOR THE CRANE BUS
EXISTING SUPPORT
A -2
M A
W
CL CL CL CL
DRAWING FOR DETAIL.
REMOVED. SEE ELECTRICAL
EXISTING CAMERA TO BE
C L C L
C L
M O
D
IF
IE
D G
U A
R D
R A
IL
F
O R E
X
IS
T
IN
G C
R A
N E B
U S A
N D C
A M
E
| JDP1.137_A-412 |
| JDP1.137_A-413 |
| JDP1.137_A-414 |
| JDP1.137_AD402 |
| JDP1.137_E-102 |
| JDP1.137_E-103 |
| JDP1.137_E-104 |
| JDP1.137_E-405 |
| JDP1.137_S-107 |
File details come from the government source that posted it.