Amendment_0001_Updated_Plans.pdf
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S O
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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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BAY 20 BAY 19 BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 BAY 10
BAY 10 BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1 ABSSB
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PORTLAND DISTRICT
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P .1
S -1
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S-101
O
O F K
E Y P
L A
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A L
CL E.J.
M A
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H
L
IN
E
BAY 20
E.J.
BAY 19
E.J.
BAY 18
E.J.
BAY 17
E.J. E.J.
BAY 15
E.J.
BAY 14BAY 16
E.J.
BAY 13
E.J.
BAY 12
E.J.
BAY 11
BAY 10
M A
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IN
E.J.E.J.
BAY 10
E.J.
BAY 9
E.J.
BAY 8
E.J.
BAY 7
E.J.
BAY 6
E.J.
BAY 5
E.J.
BAY 4
E.J.
BAY 3
E.J.
BAY 2
E.J.
BAY 1
E.J. CL
BAY
STATION SERVICE
BAY
ASSEMBLY
B
POWERHOUSE ROOF PLAN
A
POWERHOUSE ROOF PLAN
M A
T T Z
A N
G E
R
R .A
S-102
A S-102
B S-102
C S-102
D S-103
E S-103
F S-103
G
S-103
H S-104
I S-104
J S-104
K S-104
L S-105
M
S-105
N
S-105
O
S-106
P
080' 40'
SCALE: 1"= 40'
080' 40'
SCALE: 1"= 40'
W
N
B
J D
P .1
-3 -1
N
N
S-107
S
SD001
A
S-107
Q
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
SEE FIO (FOR INFORMATION ONLY) DRAWINGS
AVIAN WIRES (TYP)
SEE FIO (FOR INFORMATION ONLY) DRAWINGS
AVIAN WIRES (TYP)
M A
W
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 -1
/2
/2
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
E
1 OPTIONAL BID ITEM
1 OPTIONAL BID ITEMS
LEGEND:
IDENTIFICATION OF OPTIONAL BID ITEMS.
L
IC
IT
A T
IO
N N
O
F
IL
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D E
S
IG
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D B
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D E
S C
R
IP
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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
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L A
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IS
T R
IC
O F S R
E P
L A
C E
M E
N T
J D
P .1
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S-106
CL CLE.J.
6'-10"4'-0"BETWEEN POSTS
8'-0" TYP
CL CL
2'-0"
CL CLE.J.
4'-0"
CL CLE.J.
4'-0" 4'-0" BETWEEN POSTS
8'-0" TYPCL
BETWEEN POSTS
8'-0" TYPCL
6'-6"
BETWEEN POSTS
8'-0" TYP
4'-0"4'-0"4'-0"BETWEEN POSTS
8'-0" TYP
CLCL
2'-0"
CL
3'-6"
CL
10"8"
C L C L
C L
8"
C L
B E
T W
E
P
S T
S
T Y
P C L
C L C L
M A
T T Z
A N
G E
R
R .A
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S-101
P
8th FLOOR OFFICE BUILDING
12"0 5'
"= 1'-0"4
1SCALE:
S T
R U
C T
U R
A L P
L A
N
T
H F
L O
O R O
F F
IC
E B
U
IL
D
IN
G
S-301
C
W
N
B
C L C L
C L C L
1'
1'
2'-2•"
CLCLCLCL
2'-2•"
5'-0"1'-0"
N
S-107
R
EXISTING A/C
S-401
C
TYP
PH ELEVATOR PENTHOUSE
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
NEW LADDER
NEW LADDER
S-302
1 SEE SPEC 05-50 00.
PROTECTION ANCHOR
WALL MOUNTED FALL
(SEE NOTE 1/S-107)
JOHN DAY BUILDING SIGN
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
S-502
A
S-502
C
M A
W
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 -1
/2
/2
A D
V E
R T
IS
1 OPTIONAL BID ITEMS
L
IC
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A T
IO
N N
O
F
IL
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E
D E
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IG
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D B
Y
D E
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IP
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A R
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D A
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S
IZ
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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
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C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
7'-4"7'-0"9" 7'-0" 9"
7'-5"6'-0"9" 6'-0" 9"
7'-4"7'-0"9" 7'-0" 9"
1'
1'
1'
8'-0"9"
16'-0"4'-6" 17'-0"
8'-0" 10"
4'-6"5'-0"
BETWEEN RAILS TYP
3" MAX GAP
BETWEEN RAILS TYP
3" MAX GAP
6" MAX GAP
J O
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K A
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P S O
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IN
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M E
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B
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P .1
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N
N
N
6"0 2.5' 5'
"= 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
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
CL CL
C L C L
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
OBSTRUCTION AT ANY LEVEL
ROTATION WITHOUT
ABLE TO COMPLETE FULL
EXISTING CAMERA MUST BE
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
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
16" PARAPET
6" PARAPET
16" PARAPET
1'
"M
IN
IM
U M
(V
A R
IE
S
1'
1'
1'
M
IN
IM
U M
(V
A R
IE
S
1'
1'
1'
M
IN
IM
U M
(V
A R
IE
S
(S
T E
(S
T E
(S
T E
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
N T
J D
P .1
-3 -1
S-301
A
T T Z
A N
G E
R
R .A
W
N
B
S T
R U
C T
U R
A L
S E
C T
IO
N S I
S-105
S-104
S-103
S-102
A
SECTION - POWERHOUSE ROOF
S-105
B
SECTION - POWERHOUSE ROOF
S-106
C
SECTION - 8th FLOOR OFFICE
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 3"= 1'-0"
0 3" 6" 12"
SCALE: 3"= 1'-0"
0 3" 6" 12"
J D
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T.O. PARAPET
MIDRAILCL
CL TOPRAILTOPRAILCL TOPRAILCL
CL
CL
CL
CL
CL
CL
CL MIDRAIL
PIERS
CONCRETE
CLARITY (TYP)
NOT SHOWN FOR
AND LOCK WASHER
NUT, FLAT WASHER
3…" (TYP)
EMBEDMENT OF
MINIMUM
ANCHOR WITH
…" 0 EXPANSION
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
T.O. PARAPET
T.O. PARAPET
ROOFING
T.O. FINISHED
ROOFING
T.O. FINISHED
ROOFING
T.O. FINISHED
SHALL BE AT THE SAME ELEVATION.
ROOF IS ACHIEVED AND ALSO THE TOP ELEVATION FOR EACH SECTION
3'-6" (+/-2", PEM EM 385-1-1) ABOVE THE WALKING SURFACE OF THE
THE CONTRACTOR SHALL VERIFY THAT A MINIMUM GUARDRAIL HEIGHT OF
NOTE:
M A
W
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 -1
A D
V E
R T
IS
E
/2
/2
OPTIONAL BID ITEMS1
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
O F S R
E P
L A
C E
M E
N T
J D
P .1
-3 -1
S-302
A
T T Z
A N
G E
R
R .A
W
N
B
S T
R U
C T
U R
A L
S E
C T
IO
N S I I
J D
P .1
S -3
.d g n
CL
CL
6" PARAPET
1'
TOPRAILCL
SCALE: 3"= 1'-0"
0 3" 6" 12"
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
S-107
S-106
PHOTO - EXISTING JOHN DAY SIGN
S-107
D
SECTION - PH & FREIGHT ELEVATOR PENTHOUSE ROOF
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
SHALL BE AT THE SAME ELEVATION.
ROOF IS ACHIEVED AND ALSO THE TOP ELEVATION FOR EACH SECTION
3'-6" (+/-2", PEM EM 385-1-1) ABOVE THE WALKING SURFACE OF THE
THE CONTRACTOR SHALL VERIFY THAT A MINIMUM GUARDRAIL HEIGHT OF
NOTE:
M
IN
IM
U M
(V
A R
IE
S
(S
T E
T.O. PARAPET
ROOF
T.O. FINISHED
M A
W
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 -1
/2
/2
A D
V E
R T
IS
E
OPTIONAL BID ITEM1
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
O F S R
E P
L A
C E
M E
S-401
A
T T Z
A N
G E
R
R .A
D E
T A
IL
S I
S T
R U
C T
U R
A L
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
J D
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TYP
TYP
TYP
TYP
MIR
TYP
TYP
TYP
TYP
TOP OF PARAPET
TOP OF PARAPET
TOP OF PARAPET
TYP
TYP
W
N
B
J D
P .1
-3 -1
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
TYP
MIR
TYP
TOP OF PARAPET
MIR
TYP
S-105
S-104
S-103
S-102
A
POWERHOUSE WEST WALL
S-105
B
POWERHOUSE NORTH & SOUTH WALL
S-106
C
8th FLOOR OFFICE BUILDING
S-107
D
PH & FREIGHT ELEVATOR PENTHOUSE
TYP
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
S-501
M A
W
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 -1
/2
/2
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
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
1'-4"1" 1"
1'-4" 1"1"
1" 1'-4" 1"
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
S-502
A
T T Z
A N
G E
R
R .A
S T
R U
C T
U R
A L
J D
P .1
S -5
.d g n
D E
T A
IL
S I
II
W
N
B
J D
P .1
-3 -1
12"0 5'
"= 1'-0"4
1SCALE:
EL. 296.83
TOP OF PARAPET
SIDE RAIL
TYP RUNG TO
SIDE RAIL
TYP RUNG TO
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
(T Y
P
1'
(T Y
P
1'
(TYP)
2ƒ"
B
D
B
LADDER
SECTION -
S-106
A
LADDER ELEVATION
SECTION -
S-106
C
LADDER ELEVATION
SECTION -
EMBEDMENT OF 5•" (TYP)
WITH A MINIMUM
0 EXPANSION ANCHORS
CONCRETE WALL USING ƒ"
MOUNT FLANGE TO
2•"x…" BENT FLANGE
D
LADDER
SECTION -
12"0 5'
"= 1'-0"4
1SCALE:
12"0 5'
"= 1'-0"4
1SCALE:
S-107
E
LADDER ELEVATION
SECTION -
F
LADDER
SECTION -
F
SIDE RAIL
TYP RUNG TO
(T Y
P
1'
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
RUNGS (TYP)
‡" 0 LADDER
SIDE RAIL (TYP)
1"x3"x‚" STEEL TUBE
EL. 296.83
TOP OF PARAPET
TUBE SIDE RAIL
1"x3"x‚" STEEL
(TYP)
‡" 0 LADDER RUNGS
RUNGS (TYP)
‡" 0 LADDER
RUNGS (TYP)
‡" 0 LADDER
TUBE SIDE RAIL
1"x3"x‚" STEEL
(TYP)
TUBE SIDE RAIL
1"x3"x‚" STEEL
EL. 220.00
TOP OF PARAPET
EMBEDMENT OF 5•" (TYP)
WITH A MINIMUM
0 EXPANSION ANCHORS
CONCRETE WALL USING ƒ"
MOUNT FLANGE TO
2•"x…" BENT FLANGE
RUNGS (TYP)
‡" 0 LADDER
TUBE SIDE RAIL
1"x3"x‚" STEEL
EL. 296.83
TOP OF PARAPET
SIDE RAIL (TYP)
1"x3"x‚" STEEL TUBE
EL. 296.83
TOP OF PARAPET
‡" 0 LADDER RUNGS (TYP)
EL. 205.17
EL. 281.00
EL. 291.41
M P
A R
K S
J
D A
V
IN
J
D A
V
IN
TYP
TYP
TYP
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
ALL WELDS SHALL BE GROUND SMOOTH.4
SECTION 07 61 00.00 78
POLYETHANE SEALANT IN ACCORDANCE WITH
GRAY POLYETHANE SPRAY INSULATION AND
HOLES REQUIRED FOR HOT DIP GAVANIZING WITH
YELLOW JACKET HABITAT AND SAFETY HAZARD. FILL
WITH 1/4" PLATE AND CJP ALL AROUND TO PREVENT
CAP THE TOP AND BOTTOM OF THE STEEL TUBES 3
05 50 00.10 28.
GALANIZED AFTER FABRICATION PER SPECIFATION
ALL LADDERS ASSEMBLIES TO BE HOT-DIP 2
BEFORE FABRICATION.
CONTRACTOR SHALL FIELD VERIFY ELEVATIONS
ELEVATIONS NOTED ON SHEET ARE APPROXIMATE. 1
NOTE:
A D
V E
R T
IS
E M
A W
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
A -1
/2
/2
OPTIONAL BID ITEM1 OPTIONAL BID ITEM1
OPTIONAL BID ITEM1OPTIONAL BID ITEM1
OPTIONAL BID ITEM1OPTIONAL BID ITEM1
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
BAY 20 BAY 19 BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 BAY 10 BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1 ABSSB
ROOF DRAINS AND DRAINAGE SCHEME NOT SHOWN FOR CLARITY.6.
- SHEET METAL REGLET FLASHING
- ROCK BALLAST AT ROOF DRAIN SUMPS
- 1 LAYER CONCRETE ROOF PAVERS (BALLAST)
- 1 LAYER FILTER FABRIC (LOOSE LAY)
- 1-PLY CSPE THERMOPLASTIC ROOF MEMBRANE (FULLY ADHERED)
- 1 LAYER RECOVER BOARD INSULATION (HOT MOP APPLIED)
RECOVER ROOFING SYSTEM
- BUILT-UP ROOFING (ASBESTOS, HOT MOP APPLIED)
- TAPERED INSULATION (HOT MOP APPLIED)
- BITUMOUS VAPOR BARRIER (ASBESTOS, HOT MOP APPLIED)
ORIGINAL ROOFING SYSTEM:
DESCRIPTION OF EXISTING ROOFING SYSTEMS TO BE REMOVED (BOTTOM-UP):5.
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
/2
/2
O F S R
E P
L A
C E
M E
P .1
A D
.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
AD101
R O
O F D
E M
O L
IT
IO
N P
L A
N
080' 80'
SCALE: 1"= 80'
INTAKE DECK
TAILRACE DECK
F L
O W
F L
O W
W A
S H
IN
G T
O N
O R
E G
O N
W A
S H
IN
G T
O N
O R
E G
O N
N
NORTH
PROJECT
LEGEND: GENERAL NOTES: KEY NOTES:
STRUCTURAL METAL ROOF DECK.
COMPLETELY REMOVED TO THE EXISTING
INDICATES ROOFING SYSTEM AND FLASHING TO BE
A B C D E F G H I J K L M N O P Q R S T U V W
FOREBAY
COLUMBIA RIVER
TAILRACE
COLUMBIA RIVER
M A
T T Z
A N
G E
R
R .A
W
N
B
P O
W E
R H
O U
S E
NOT USED
ROOF DEMOLITION PLAN - POWERHOUSE
J D
P .1
-2
AD401
AD402
AD402
AD403
AD403
EXISTING STRUCTURAL CONCRETE ROOF DECK.
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
THE REQUIREMENT OF SPECIFICATION SECTION 01 10 10.00 25.
SHALL BE SENT TO A RECYCLING CENTER IN ACCORDANCE WITH
LOCATED AT THE ROOF DRAINS. SALVAGED LEAD PAN FLASHING
THE CONTRACTOR SHALL SALVAGE EXISTING LEAD PAN FLASHINGS5.
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 4.
ROOF)
DEBRIS OR NEW MATERIALS ON
30 PSF (DO NOT STOCKPILE8TH FLOOR OFFICE ROOF:
50 PSF (NO CONCRETE PAVERS)POWERHOUSE ROOF:
MAXIMUM ALLOWABLE LIVE LOAD AS FOLLOWS:3.
185.0' TAILRACE DECK:
281.0' INTAKE DECK :
253.0'TOP OF PARAPET: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES. 1.
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
E
OPTIONAL BID ITEM OPTIONAL BID ITEM OPTIONAL BID ITEMS
1 1
M A
W
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 -1
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"
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.
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
/2
/2
O F S R
E P
L A
C E
M E
P .1
A D
.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
AD401
N
NORTH
PROJECT
V W
V
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
V
V
V
EXISTING ROOF-MOUNTED HVAC DUCT TO REMAIN.
V
VH
S S S
S
S
VH
S
EXISTING ROOF-MOUNTED VENTILATOR HOOD TO REMAIN.
EXISTING SKYLIGHT DOME TO REMAIN.
W
N
B
R O
O F D
E M
O L
IT
IO
N P
L A
N
LEGEND: GENERAL NOTES: KEY NOTES:
2 3 4 4
12"0 5'
"= 1'-0"4
1SCALE:
AD101
ROOF DEMOLITION PLAN - 8TH FLOOR OFFICE
J D
P .1
-2
EXISTING STRUCTURAL CONCRETE ROOF DECK.
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
ROOF DECKS.
REMOVED TO THE EXISTING STRUCTURAL METAL
FLASHING AND FASCIA TO BE COMPLETELY
INDICATES ROOFING SYSTEM, SHEET METAL
TOC WALL
EL. 290.88
TOC INTAKE DECK
EL. 281.00
TOC
EL. 311.00
TOC CANOPY
EL. 289.96
TOC PARAPET
EL. 313.00
TOC PARAPET
EL. 296.83
ROOF
TO CANOPY
EL. 291.00
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
E
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 4.
ROOF)
DEBRIS OR NEW MATERIALS ON
30 PSF (DO NOT STOCKPILE8TH FLOOR OFFICE ROOF:
MAXIMUM ALLOWABLE LIVE LOAD AS FOLLOWS:3.
281.00' INTAKE DECK :
296.83'TOP OF PARAPET: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES. 1.
M A
W A -1
OPTIONAL BID ITEMS1
RETAINED
EXISTING WALL-MOUNTED HVAC UNIT TO BE
SUPPORT BRACKET ASSEMBLY
REMOVE AND DISPOSE EXISTING WALL-MOUNTED
ANCHORS FLUSH WITH CONCRETE SURFACES
WALL-MOUNTED GUARDRAIL, CUT EMBEDDED
REMOVE AND DISPOSE EXISTING SECTIONS OF
CONCRETE SURFACES
LADDER, CUT EMBEDDED ANCHORS FLUSH WITH
REMOVE AND DISPOSE EXISTING WALL-MOUNTED
PLATFORM TO BE RETAINED
EXISTING EXTERIOR WALL-MOUNTED WORK
ROOF AREA NOT PART OF THIS CONTRACT
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 O
T H
E R E
X
IS
T
IN
G F
E A
T U
R
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 ITEM1
OPTIONAL BID ITEM1
EXISTING ANTENNA, SEE ELECTRICAL
WITH CONCRETE SURFACES
GUARDRAIL AND CUT EMBEDDED ANCHORS FLUSH
REMOVE EXISTING SECTIONS OF WALL-MOUNTED
SURFACES
CUT EMBEDDED ANCHORS FLUSH WITH CONCRETE
REMOVE EXISTING WALL-MOUNTED LADDER AND
PLATFORM TO BE RETAINED
EXISTING EXTERIOR WALL-MOUNTED WORK
ROOF AREA NOT PART OF THIS CONTRACT
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
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
281.0' INTAKE DECK ELEVATION:
VARIESTOP OF STRUCTURAL ROOF DECK:
296.83'PARAPET ELEVATION: 2.
CONSULT EM 385-1-1 FOR WORK NEAR OVERHEAD LINES.1.
EQUIPMENT SEE SHEETS GC101, E-101, AND A-901 THROUGH A-906.
FOR INFORMATION ON EXISTING ELECTRICAL AND TELECOM 3.
3'-6""2 113'-
3'-6""2 113'-
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
/2
/2
O F S R
E P
L A
C E
M E
P .1
A D
.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
AD403
N
NORTH
PROJECT
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
DRAWING LEGEND:
W
N
B
12"0 5'
"= 1'-0"4
1SCALE:
J D
P .1
-2
N
NORTH
PROJECT12"0 5'
"= 1'-0"4
1SCALE:
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
R O
O F D
E M
O L
IT
IO
N P
L A
N S
EXISTING STRUCTURAL CONCRETE ROOF DECK.
FLASHING TO BE COMPLETELY REMOVED TO THE
INDICATES ROOFING SYSTEM AND SHEET METAL
AD101
ENLARGED ROOF PLAN - BAY 9 ELEVATOR PENTHOUSE
AD101
ENLARGED ROOF PLAN - BAY 17 ELEVATOR PENTHOUSE
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
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
(ELEVATOR PENTHOUSE) (CANOPY)
(E L E
V A
T O
R P
E N
T H
O U
S E
(C A
N O
P Y
M A
W A -1
OPTIONAL BID ITEM1 OPTIONAL BID ITEM1
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
THE ELEVATOR MACHINE ROOM BELOW AND REINSTALLED ON THE EAST EXTERIOR ELEVATION OF THE ELEVATOR PENTHOUSE
EXISTING AIR HORN AND ASSOCIATED CONDUIT TO BE REMOVED FROM THE ROOF AND PARAPET WALL, REROUTED THROUGH
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
BAY 20 BAY 19 BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 BAY 10 BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1 ABSSB
A-411 A-410 A-409 A-408 A-407 A-406 A-405 A-404 A-403 A-402 A-401
96'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 79'-0" 90'-0"
1975'-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
O F S R
E P
L A
C E
M E
P .1
A -1
.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-101
080' 80'
SCALE: 1"= 80'
INTAKE DECK
TAILRACE DECK
F L
O W
W A
S H
IN
G T
O N
O R
E G
O N
W A
S H
IN
G T
O N
O R
E G
O N
N
NORTH
PROJECT
R O
O F K
E Y P
L A
N
A B C D E F G H I J K L M N O P Q R S T U V W
F L
O W
GENERAL NOTES:
FOREBAY
COLUMBIA RIVER
TAILRACE
COLUMBIA RIVER
M A
T T Z
A N
G E
R
R .A
W
N
B
ROOF KEY PLAN
A-401A-411 A-410 A-409 A-408 A-407 A-406 A-405 A-404 A-403 A-402
J D
P .1
-2
A-413
A-413
A-414
A-414
A-412
2,755 SF 8TH FLOOR OFFICE ROOF:
159,975 SFPOWERHOUSE ROOF:
ROOF AREA SQUARE FOOTAGES:4.
NEW MATERIALS ON ROOF)
30 PSF (DO NOT STOCKPILE DEBRIS OR8TH FLOOR OFFICE ROOF:
50 PSF (NO CONCRETE PAVERS)POWERHOUSE ROOF:
MAX ALLOWABLE ROOF LIVE LOADS:3.
SEE SHEET AD101 FOR INFORMATION RELATING TO DEMOLITION.2.
185.0'TAILRACE DECK ELEVATION:
281.0'INTAKE DECK ELEVATION:
253.0'PARAPET ELEVATION: 1.
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
/2
/2
A D
V E
R T
IS
E M
A W
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 -1
OPTIONAL BID ITEM1 OPTIONAL BID ITEM 1
OPTIONAL BID ITEMS1
LEGEND:
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 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-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 PMMA ROOFING WITH TAPERED INSULATION
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
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 ITEM1
OPTIONAL BID ITEM1
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
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:
EXISTING STAIR ASSEMBLY TO REMAIN
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 ITEM1 OPTIONAL BID ITEM1
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
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
6"
8"
6"
8"
Z A
N G
E R
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 R
N T
O N
T H
O R
N T
O N
A R
C H
IT
E C
T U
R A
A-505
O F S R
E P
L A
C E
M E
P .1
A -5
.d
TO THE CLEANED CONCRETE PARAPET WALL.
5/8" THICK GYPSUM ROOF SHEATHING FULLY ADHERED
INDICATED.
HORIZONTALLY OVER THE PMMA ROOFING MEMBRANE AS
TO THE TOP OF THE GYPSUM SHEATHING AND EXTENDED
PMMA FLASHING TAKEN VERTICALLY UP THE PARAPET WALL
PMMA ROOFING MEMBRANE
INSULATION.
FULLY ADHERED OVER THE POLYISO
5/8" THICK GYPSUM ROOF SHEATHING
PLAN.
ROOF SLOPE AS INDICATED ON THE ROOF
CONFIGURATIONS AS REQUIRED TO CREATE
FOR THE BASE LAYER AND TAPERED
POLYISO ROOF INSULATION IN FLAT STOCK
PARAPET WALL.
ASSEMBLY WHERE IT ABUTS THE CONCRETE
AND COVERING THE END OF THE INSULATION
BASE3 LAYER OF GYPSUM ROOF SHEATHING
VAPOR BARRIER CONTINUOUS OVER THE
5/8" THICK GYPSUM ROOF SHEATHING.
BASE LAYER OF MECHANICALLY ATTACHED
EXISTING STEEL ROOF DECKING
EXISTING STEEL ROOF BEAM
EXISTING CONCRETE PARAPET WALL
STAINLESS STEEL WOOD SCREWS.
WOOD SUPPORT WITH MINIMUM NO. 12
FLANGE. FASTEN THE FLANGE TO THE
SUPPORT UNDER THE DRAIN INSERT
AND FIRE RETARDANT TREATED WOOD
PROVIDE CONTINUOUS 2x4 PRESSURE
INSERT.
INSULATION UNDERNEATH THE NEW DRAIN
THE BOWL WITH SPRAY POLYURETHANE
EXISTING DRAIN BOWL TO REMAIN. FILL
TRANSITION TO THE DRAIN STEM PIECE.
THE REMOVABLE ASSEMBLY TO THE RADIUSED
DRAIN INSERT AND EXTEND IT UNDERNEATH
PMMA ROOFING MEMBRANE TAKEN INTO THE
STEEL FLANGE OF THE SCUPPER.
THE PMMA OVER THE OUTSIDE STAINLESS
SCUPPER FLASHING, BUT DO NOT WRAP
AND TO THE OUTSIDE EDGE OF THE
FLASHING INTO THE SCUPPER OPENING
WRAP THE PMMA WALL PARAPET WALL
/2
EXIST. FIELD VERIFY
EXISTING CONCRETE PARAPET WALL
EXISTING STEEL ROOF DECKING
EXISTING STEEL ROOF BEAM
NOTE:
ASSEMBLY CONSTRUCTION
SHEET FOR ROOFING
SEE DETAIL 1 ON THIS
INFORMATION AND REQUIREMENTS.
SPECIFICATION SECTION 07 61 00.00 FOR ADDITIONAL
BY MEANS OF PREMOLDED WATERTIGHT SEAMS. SEE
FIELD ASSEMBLY AND THE HALVES SHALL FIT TOGETHER
SHALL BE FABRICATED IN TWO PIECES TO FACILITATE
EXISTING WF COLUMNS. EACH FLASHING ASSEMBLY
THAT IS PREMOLDED TO CUSTOM FIT AROUND THE
26 GAUGE STAINLESS STEEL FLASHING ASSEMBLY
THE COLUMN DIMENSIONS.
EXISTING W4 X 13 STEEL COLUMN. FIELD VERIFY
WHERE IT ABUTS THE STEEL WF COLUMN.
SEALANT AROUND ALL EDGES OF THE CAP FLASHING
PROVIDE A CONTINUOUS BEAD OF POLYURETHANE
AS SUPPLIED WITH THE PRE-MOLDED BEAM FLASHING.
TWO-PIECE 26 GAUGE STAINLESS STEEL CAP FLASHING CURB ASSEMBLY.
EXISTING TUBULAR SKYLIGHT AND METAL
1'-0"
COMPONENTS.
DETAIL 1 ON THIS SHEET FOR ROOFING
THE SKYLIGHT CURB ASSEMBLY. SEE
ABUT THE NEW ROOF ASSEMBLY AGAINST
PLACE AND SUPPORTED.
REQUIRED TO KEEP IT IN
EXISTING SKYLIGHT CURB AS
ASSEMBLY AROUND THE
CUT THE EXISTING ROOFING
DOME UPON COMPLETION OF ALL FLASHING WORK.
VERTICAL FLANGE OF THE DOME. REINSTALL THE
REQUIRED TO RUN THE PMMA UNDERNEATH THE
METAL CURB. REMOVE THE SKYLIGHT DOME AS
AND RUN THE PMMA FLASHING UP THE EXISTING
THE SKYLIGHT CURB THE DISTANCE INDICATED
EXTEND PMMA FLASHING AROUND THE BASE OF
M A
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D E
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H F
L O
O R O
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O O
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DETAILS.
SCUPPER CONFIGURATION AND CONSTRUCTION
SEE DETAIL 1/A-507, SCUPPER STYLE NO. 1 FOR
TO THE OUTSIDE OF THE FLASHING ASSEMBLY.
PROVIDE A 2" WIDE AND RECTANGULAR FLANGE
HALVES OF THE SCUPPER FLASHING TOGETHER.
STAINLESS STEEL FLASHING. SOLDER THE TWO
PIECE CYLINDRICALLY-SHAPED 22 GAUGE
WALL. LINE THE SCUPPER OPENING WITH A TWO
THROUGH THE EXISTING CONCRETE PARAPET
CORE DRILL A 6" DIAMETER SCUPPER OPENING
1'-0"
2'-6"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
SCALE: 3"= 1'-0"
0 3" 6" 12"
J D
P .1
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CENTER.
SPACE THE INSIDE FASTENERS AT 12" ON
WITH EPDM/STAINLESS STEEL WASHERS.
CAP WITH #12 STAINLESS STEEL SCREWS
FASTEN THE INSIDE FACE OF THE PARAPET
STEEL SCREWS SPACED AT 12" ON CENTER.
TO THE WOOD TOP PLATE WITH #12 STAINLESS
GAUGE STAINLESS STEEL CLEAT FASTENED
THE PARAPET CAP OVER A CONTINUOUS 18
PER DETAIL 2/A-507, PROFILE NO. 2. HOOK
22 GAUGE STAINLESS STEEL PARAPET CAP
2'-0" ON CENTER.
X 4-1/2" LONG EXPANSION ANCHORS SPACED AT
CONCRETE PARAPET WALL WITH 3/8" DIAMETER
ATTACHED TO THE TOP OF THE EXISTING
AS INDICATED TO HAVE VERTICAL FACES AND
AND FIRE RETARDANT TREATED 2X8s TRIMMED
PARAPET CAP TO CONSIST OF 2 PRESSURE
CONTINUOUS WOOD SUPPORT FOR THE
STRUCTURAL DRAWINGS.
ROOF GUARDRAIL POST. SEE THE
ATTACH WITH POLYURETHANE INSULATION ADHESIVE.
PRESSURE AND FIRE RETARDANT TREATED WOOD CANT.
FABRICATION.
REQUIRED ROOF DRAIN INSERT FEATURES AND
DRAIN STEM. SEE SPEC SECTION 22 00 00.00 25 FOR
TO ALLOW REMOVAL OF THE DRAINER DOME AND
ROOF DRAIN INSERT AND STRAINER WITH A DESIGN
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - PARAPET WALL
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - ROOF DRAIN
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - TUBULAR SKYLIGHT CURB
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - HVAC SUPPORT COLUMN BASE FLASHING
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
AROUND THE EDGE OF THE BASE.
BEAD OF POLYURETHANE SEALANT
SEALANT AND RUN A CONTINUOUS
CONTINUOUS BED OF POLYURETHANE
THE PMMA ROOFING SURFACE IN A
SET THE STAINLESS STEEL BASE ONPMMA ROOFING SURFACE
PER DETAIL 2/A-507, PROFILE NO. 2.
22 GAUGE STAINLESS STEEL PARAPET CAP
NOTE: GUARDRAIL NOT SHOWN FOR CLARITY.
(TYP)
1-1/2"/FT SLOPE
IN ACCORDANCE WITH SPECIFICATION SECTION 07 22 00.
TAPERED INSULATION SHALL BE ATTACHED WITH ADHESIVE
1-1/2" PER FOOT IN THE DRAIN SUMP. EACH PIECE OF
SHALL BUILD AN OVERALL SLOPE OF NOT LESS THAN
TO CREATE A SUMP. PIECES OF STACKED INSULATION
STACK LAYERS OF TAPERED INSULATION AT THE DRAIN
/2
/2
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ID
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S A -1
OPTIONAL BID ITEMS
OPTIONAL BID ITEMS OPTIONAL BID ITEMS
OPTIONAL BID ITEMS
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B M
IT
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D B
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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
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M
IN
4" MIN
MIN
2"
Z A
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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
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O N
P O
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IS
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A-506
O F S R
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M A
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PRESSURE AND FIRE RETARDANT TREATED WOOD CANT
WORK.
REINSTALL THE HOOD UPON COMPLETION OF THE ROOFING
VENTILATOR HOOD AS REQUIRED INSTALL THE FLASHING.
AND WRAPPED OVER THE TOP OF THE CURB. REMOVE THE
PMMA FLASHING TAKEN VERTICALLY UP THE VENTILATOR
EXISTING VENTILATOR HOOD
VENTILATOR HOOD
EXISTING CONCRETE CURB FOR THE
INSTALL THE SELF-FLASH.
FEATURES AS REQUIRED TO
AND OTHER WALL-MOUNTED
EXISTING ELECTRICAL CONDUIT
DISTANCE INDICATED. DETACH
UP THE PENTHOUSE WALL THE
SELF-FLASH THE PMMA MEMBRANE
THE ELEVATOR PENTHOUSE
EXISTING CONCRETE WALL FOR
D E
T A
IL
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H F
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IC
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W
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B
2'-6"
NO. 12 STAINLESS STEEL WOOD SCREWS.
FASTEN THE FLANGE TO THE WOOD SUPPORT WITH MINIMUM
TREATED WOOD SUPPORT UNDER THE DRAIN INSERT FLANGE.
PROVIDE CONTINUOUS 2X4 PRESSURE AND FIRE RETARDANT
OF THE SCUPPER BOX.
PMMA OVER THE OUTSIDE STAINLESS STEEL FLANGE
OUTSIDE EDGE OF THE BOX, BUT DO NOT WRAP THE
STAINLESS STEEL SCUPPER BOX AND TAKE IT TO THE
WRAP THE PMMA PARAPET WALL FLASHING OVER THE
INDICATED IN DETAIL 3 ON THIS SHEET.
RETARDANT TREATED WOOD AS
WITH 2X4 PRESSURE AND FIRE
NEW PARAPET WALL CONSTRUCTED
EXISTING CONCRETE WALL
REQUIRED.
OR ROTTED PORTIONS OF THE NAILER AS
EXISTING 4X4 WOOD NAILER. REPLACE WET
PARAPET WALL EXTENSION ASSEMBLY:
16" ON-CENTER.
TREATED WOOD STUDS SPACED AT
1. PRESSURE AND FIRE RETARDANT
TOP PLATE.
AND FIRE RETARDANT TREATED WOOD
2. CONTINOUS DOUBLE 2X4 PRESSURE
MAXIMUM.
WOOD SCREWS SPACED AT 16" ON-CENTER
WITH 1/4" DIAMETER STAINLESS STEEL
PLATE TO THE EXISTING 4X4 WOOD NAILER
BOTTOM PLATE. FASTEN THE BOTTOM
AND FIRE RETARDANT TREATED WOOD
3. CONTINUOUS SINGLE 2X4 PRESSURE
REQUIREMENTS.)
FOR GRADE OF PLYWOOD AND OTHER
(SEE SPECIFICATION SECTION 07 22 00.00 28
OUTSIDE FACE OF THE PARAPET WALL.
RETARDANT TREATED PLYWOOD TO THE
WALL AND 5/8" THICK PRESSURE AND FIRE
TO THE INSIDE FACE OF THE PARAPET
4. 5/8" THICK GYPSUM ROOF SHEATHING
STUD CAVITY SPACES.
INSULATION CUT TO FIT TIGHTLY INTO THE
5. MINIMUM 2-1/2" THICK RIGID POLYISO.
INDICATED.
ON A TAPER TO PROVIDE THE SLOPE
METAL PARAPET CAP. CUT THE WOOD
SUPPORT UNDERNEATH THE SHEET
FIRE RETARDANT TREATED WOOD
PROVIDE CONTINUOUS PRESSURE AND
SCUPPER.
FACILITATE INSTALLATION OF THE STAINLESS STEEL
ON SHEET A-507. CUT A HOLE INTO THE FASCIA TO
22 GAUGE STAINLESS STEEL FASCIA PER PROFILE NO. 4
WOOD CANT.
PRESSURE AND FIRE RETARDANT TREATED
INDICATED.
OVER THE PMMA ROOFING MEMBRANE AS
SHEATHING AND EXTENDED HORIZONTALLY
PARAPET WALL TO THE TOP OF THE GYPSUM
PMMA FLASHING TAKEN VERTICALLY UP THE
EXISTING STEEL ROOF DECKING.
EXISTING CONCRETE WALL
1 ON SHEET A-503.
SHEATHING ASSEMBLY PER DETAIL
ROOF INSULATION AND GYPSUM ROOF
CONTINUOUS VAPOR BARRIER
12" ON CENTER.
WASHERS. SPACE THE INSIDE FASTENERS AT
SCREWS WITH EPDM/STAINLESS STEEL
THE PARAPET CAP WITH #12 STAINLESS STEEL
12 ON CENTER. FASTEN THE INSIDE FACE OF
#12 STAINLESS STEEL SCREWS SPACED AT
FASTENED TO THE WOOD TOP PLATE WITH
GAUGE STAINLESS STEEL CLEAT THAT IS
THE PARAPET CAP OVER A CONTINUOUS 14
PER DETAIL 2/A-507, PROFILE NO. 1. HOOK
22 GAUGE STAINLESS STEEL PARAPET CAP
INSTALLATION DETAILS.
SEE DETAIL 2 ON THIS SHEET FOR
CAP PER DETAIL 2/A-507, PROFILE NO. 1.
22 GAUGE STAINLESS STEEL PARAPET
CONFIGURATION AND CONSTRUCTION DETAILS.
DETAIL 1/A-507, SCUPPER STYLE NO. 2 FOR SCUPPER
THE OUTSIDE FACE OF THE SCUPPER BOX. SEE
A 2" WIDE STAINLESS STEEL FLANGE TO TRIM OUT
LINE THE OPENING. THE SCUPPER LINER SHALL HAVE
FABRICATE A STAINLESS STEEL SCUPPER BOX TO
8" WIDE SCUPPER OPENING x HEIGHT INDICATED.
1'-0"
1'-0"
PROFILE NO. 4 ON SHEET A-507
22 GAUGE STAINLESS STEEL FASCIA PER
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
J D
P .1
-2
SEE SPECIFICATION SECTION 22 00 00.00 25.
TO ALLOW REMOVAL OF THE DOME AND DRAIN STEM.
ROOF DRAIN INSERT AND STRAINER WITH A DESIGN
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - VENTILATOR HOOD CURB
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - ROOF DRAIN
A-412
DETAIL: 8TH FLOOR OFFICE ROOF - PARAPET
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
(TYP)
1-1/2"/FT SLOPE
IN ACCORDANCE WITH SPECIFICATION SECTION 07 22 00.
TAPERED INSULATION SHALL BE ATTACHED WITH ADHESIVE
1-1/2" PER FOOT IN THE DRAIN SUMP. EACH PIECE OF
SHALL BUILD AN OVERALL OF SLOPE OF NOT LESS THAN
TO CREATE A SUMP. PIECES OF STACKED INSULATION
STACK LAYERS OF TAPERED INSULATION AT THE DRAIN
PMMA ROOFING MEMBRANE
INSULATION.
FULLY ADHERED OVER THE POLYISO
5/8" THICK GYPSUM ROOF SHEATHING
EXISTING STEEL ROOF BEAM AND STEEL ROOF DECKING
5/8" THICK GYPSUM ROOF SHEATHING.
BASE LAYER OF MECHANICALLY ATTACHED
PARAPET WALL.
ASSEMBLY WHERE IT ABUTS THE CONCRETE
AND COVERING THE END OF THE INSULATION
BASE LAYER OF GYPSUM ROOF SHEATHING
VAPOR BARRIER CONTINUOUS OVER THE
MINIMUM R-VALUE.
INSULATION TO MEET THE REQUIRED
2 LAYERS OF FLAT STOCK POLYISO ROOF
A-412
PIPE PENETRATION FLASHING DETAIL
DETAIL: 8TH FLOOR OFFICE ROOF -
SCALE: 3"= 1'-0"
0 3" 6" 12"
EXISTING PIPE
MEMBRANE FLASHING
REINFORCED LIQUID PMMA
PMMA ROOFING MEMBRANE
PMMA ROOFING MEMBRANE
CONTINUOUS VAPOR BARRIER
DETAIL 1 ON SHEET A-503.
ROOF SHEATHING ASSEMBLY PER
ROOF INSULATION AND GYPSUM
FRT WOOD.
PORTIONS OF THE NAILER AS REQUIRED WITH PT AND
EXISTING 4X4 WOOD NAILER. REPLACE WET OR ROTTED
/2
/2
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IF
IC
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F O
P T
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N A
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ID
I T
E M
S A -1
OPTIONAL BID ITEMS
L
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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
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IP
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D A
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S
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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
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6"
M A
T T Z
A N
G E
R
R .A
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
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L A
N D
O R
E G
O N
P O
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L A
N D D
IS
T R
IC
O R
N T
O N
T H
O R
N T
O N
D E
T A
IL
S
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H F
L O
O R O
F F
IC
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O O
F
A R
C H
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A-507
O F S R
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P .1
A -5
.d
5"
8"
/2
/2
2"
2"
5-1/4" 7"
-1 /2
1" 1" 1"
22 GAUGE STAINLESS STEEL
6" DIAMETER
2"
NOTES TO SCUPPER CONSTRUCTION:
1. FABRICATE SCUPPER COMPONENTS WITH 22 GAUGE STAINLESS STEEL.
SCUPPER STYLE NO. 1 SCUPPER STYLE NO. 2
07 61 00.00 28, "SHEET METAL FLASHING" FOR STAINLESS STEEL SOLDERING REQUIREMENTS.
SHALL BE JOINED TOGETHER WITH CONTINUOUS SOLDERING. SEE SPECIFICATION SECTION
2. SEPARATE AND DISCONTINUOUS PIECES OF STAINLESS STEEL FOR SCUPPER CONSTRUCTION
PROFILE NO. 1 - PARAPET CAP
22 GAUGE STAINLESS STEEL
PROFILE NO. 2 - PARAPET CAP
18 GAUGE STAINLESS STEEL
22 GAUGE STAINLESS STEEL
PROFILE NO. 3 - CONTINUOUS CLEAT
PROFILE NO. 4 - FASCIA
AT THE TOP OF THE CYLINDER.
FOR CONSTRUCTION OF THE SCUPPER
LOCATE SOLDERED SEAMS NECESSARY
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
DETAIL: SCUPPER ISOMETRICS
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
DETAIL: SHEET METAL PROFILES
J D
P .1
-2
SLOPE 1"
PER F
OOT
SLOPE 1"
PER F
OOT
12 GAUGE STAINLESS STEEL
PROFILE NO. 5 - DOORWAY FLASHING
REF
A-506
A-505
REF
A-506
A-505
P O
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N D A
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/2
/2
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B M
IT
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D B
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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
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C H
E C
K E
D B
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1'-0"
EXISTING2'-6"
DRAINAGE SUMP
1'-0"
M
IN
6"
8"
6"
8"
6"
8"
2-1/2" MIN
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
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K
Z A
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R O
O F D
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C H
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A-508
P .1
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J D
P .1
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.d
W E
R H
O U
S E E
L E
V A
T O
R P
E N
T H
O U
S E
W
N
B
CENTER.
SPACE THE INSIDE FASTENERS AT 12" ON
WITH EPDM/STAINLESS STEEL WASHERS.
CAP WITH #12 STAINLESS STEEL SCREWS
FASTEN THE INSIDE FACE OF THE PARAPET
STEEL SCREWS SPACED AT 12" ON CENTER.
TO THE WOOD TOP PLATE WITH #12 STAINLESS
GAUGE STAINLESS STEEL CLEAT FASTENED
THE PARAPET CAP OVER A CONTINUOUS 14
PER DETAIL 2/A-507, PROFILE NO. 2. HOOK
22 GAUGE STAINLESS STEEL PARAPET CAP
EXISTING CONCRETE PARAPET WALL
CONTINUE UP PARAPET WALL 8"
SELF-ADHERING VAPOR BARRIER,
PLAN.
ROOF SLOPE AS INDICATED ON THE ROOF
CONFIGURATIONS AS REQUIRED TO CREATE
FOR THE BASE LAYER AND TAPERED
POLYISO ROOF INSULATION IN FLAT STOCK
INSULATION.
FULLY ADHERED OVER THE POLYISO
5/8" THICK GYPSUM ROOF SHEATHING
PMMA ROOFING MEMBRANE
INDICATED.
HORIZONTALLY OVER THE PMMA ROOFING MEMBRANE AS
TO THE TOP OF THE GYPSUM SHEATHING AND EXTENDED
PMMA FLASHING TAKEN VERTICALLY UP THE PARAPET WALL
TO THE CLEANED CONCRETE PARAPET WALL.
5/8" THICK GYPSUM ROOF SHEATHING FULLY ADHERED
ATTACH WITH POLYURETHANE INSULATION ADHESIVE.
PRESSURE AND FIRE RETARDANT TREATED WOOD CANT.
PROFILE NO. 2.
PARAPET CAP PER DETAIL 2/A-507,
22 GAUGE STAINLESS STEEL
WALL
EXISTING CONCRETE PARAPET
EXISTING CONCRETE ROOF DECK EXISTING CONCRETE ROOF DECK
(FIELD VERIFY)
STAINER.
REFURBISH EXISTING ROOF MEMBRANE CLAMP, DRAIN BOWL AND
EXISTING DRAIN LINE TO REMAIN
CLROOFING ASSEMBLY CONSTRUCTION.
SEE DETAIL 1 ON THIS SHEET FOR
NOTE:
FOR THE VENTILATOR HOOD
EXISTING CONCRETE CURB
EXISTING VENTILATOR HOOD
COMPLETION OF THE ROOFING WORK.
INSTALL THE FLASHING. REINSTALL THE HOOD UPON
REMOVE THE VENTILATOR HOOD AS REQUIRED AND
CURB AND WRAPPED OVER THE TOP OF THE CURB.
PMMA FLASHING TAKEN VERTICALLY UP THE VENTILATOR
ATTACH WITH POLYURETHANE INSULATION ADHESIVE.
PRESSURE AND FIRE RETARDANT TREATED WOOD CANT.
ROOFING ASSEMBLY CONSTRUCTION.
SEE DETAIL 1 ON THIS SHEET FOR
NOTE:
MANUFACTURER REQUIREMENTS.
SYSTEM, FASTEN TO NEW CURB SUPPORT PER
ROOF ACCESS HATCH WITH INTEGRAL GUARDRAIL
PMMA ROOFING MEMBRANE
EXISTING CONCRETE ROOF DECK
PARAPET WALL
EXISTING CONCRETE
A-412
DETAIL: PH ELEVATOR PENTHOUSE - PARAPET WALL
A-412
DETAIL: PH ELEVATOR PENTHOUSE - ROOF DRAIN
A-412
DETAIL: PH ELEVATOR PENTHOUSE - VENTILATOR HOOD CURB
A-412
DETAIL: PH ELEVATOR PENTHOUSE - ROOF ACCESS HATCH
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
STRUCTURAL DRAWINGS.
GUARDRAIL POST, SEE THE
GALVANIZED STEEL PIPE
DRAWINGS.
STRUCTURAL
POST, SEE THE
PIPE GUARDRAIL
GALVANIZED STEEL
STRUCTURAL DRAWINGS.
GUARDRAIL POST, SEE THE
GALVANIZED STEEL PIPE
Z A
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M E
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N D A
N C
IL
L A
R Y
EDGE DISTANCE
(TYP)
1-1/2"/FT SLOPE
SECTION 07 22 00.
ADHESIVE IN ACCORDANCE WITH SPECIFICATION
TAPERED INSULATION SHALL BE ATTACHED WITH
1-1/2" PER FOOT IN THE DRAIN SUMP. EACH PIECE OF
SHALL BUILD AN OVERALL SLOPE OF NOT LESS THAN
TO CREATE A SUMP. PIECES OF STACKED INSULATION
STACK LAYERS OF TAPERED INSULATION AT THE DRAIN
THE PLATES TO THE OTHER AT 8" ON-CENTER.
SCREWS STAGGER SPACED FROM ONE SIDE OF
COUNTERSUNK STAINLESS STEEL WOOD
BOTTOM PLATES WITH #12 x 2-1/2" LONG
TOP PLATES SHALL BE FASTENED TO THE
2'-0" ON CENTER WITH COUNTERSUNK HEADS.
X 4-1/2" LONG EXPANSION ANCHORS SPACED AT
CONCRETE PARAPET WALL WITH 3/8" DIAMETER
ATTACHED TO THE TOP OF THE EXISTING
AS INDICATED TO HAVE VERTICAL FACES AND
AND FIRE RETARDANT TREATED 2X8s TRIMMED
PARAPET CAP TO CONSIST OF 2 PRESSURE
CONTINUOUS WOOD SUPPORT FOR THE
COUNTERSUNK IN WOOD.
DECK WITH ADHESIVE ANCHORS, MIN 3 ANCHORS PER SIDE,
DRAINAGE. ATTACH THE NAILER TO THE CONCRETE ROOF
THE TAPER INSULATION SCHEME AND ENSURE POSITIVE
HEIGHT OF NAILER SHALL BE AS REQUIRED TO ACCOMMODATE
WOOD NAILER TO SUPPORT THE ROOF HATCH ASSEMBLY.
2x FIRE-RETARDANT TREATED AND PRESSURE TREATED
/2
/2
M A
T T Z
A N
G E
R
R .A
TO THE OTHER AT 8" ON-CENTER.
SPACED FROM ONE SIDE OF THE PLATES
LESS STEEL WOOD SCREWS STAGGER
WITH #12 X 2" LONG COUNTERSUNK STAIN-
BE FASTENED TO THE BOTTOM PLATES
THE BOTTOM PLATES. TOP PLATES SHALL
TOP PLATES SHALL BE CONTINUOUS OVER
STAINLESS STEEL WOOD SCREWS. THE
WOOD SUPPORT WITH MINIMUM NO. 12
FLANGE. FASTEN THE FLANGE TO THE
SUPPORT UNDER THE VENTILATOR HOOD
AND FIRE RETARDANT TREATED WOOD
PROVIDE CONTINUOUS 2x6 PRESSURE
A D
V E
R T
IS
E M
A W
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 -1
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
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IO
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A R
K
D A
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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
1'-0"
3'-6"
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
Z
K
Z A
K
R O
O F D
E T
A
IL
S
A R
C H
IT
E C
T U
R A
A-509
P .1
-2
J D
P .1
A -5
.d
W E
R H
O U
S E E
L E
V A
T O
R P
E N
T H
O U
S E
W
N
B
Z A
N G
E R
A-414
DETAIL: BAY 9 & BAY 17 ELEVATOR CANOPY ROOF
PMMA ROOFING MEMBRANE
EXISTING CONCRETE WALL
EXISTING CONCRETE CANOPY ROOF
SCALE: 3"= 1'-0"
0 3" 6" 12"
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
REQUIREMENTS
BELOW PER MANUFACTURER
FASTEN TO STRUCTURAL DECK
FALL PROTECTION ANCHOR,
POLYURETHANE SEALANT AT TOP COVER
SS CLAMP AND CONTINOUS BEAD OF
POLYURETHANE SEALANT
SS CLAMP AND CONTINOUS BEAD OF
SHOP FABRICATED SS SHEET METAL COVER
PRE-MOLDED PIPE FLASHING BOOT
EXISTING CONCRETE ROOF DECK
CONTINUE AROUND PIPE
SELF-ADHERING VAPOR BARRIER,
AS INDICATED ON THE ROOF PLAN.
REQUIRED TO CREATE ROOF SLOPE
TAPERED CONFIGURATIONS AS
STOCK FOR THE BASE LAYER AND
POLYISO ROOF INSULATION IN FLAT
INSULATION.
FULLY ADHERED OVER THE POLYISO
5/8" THICK GYPSUM ROOF SHEATHING
PMMA ROOFING MEMBRANE
R O
O F S R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A-414
DETAIL: FALL PROTECTION ANCHOR
/2
/2
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ID
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T
IF
IC
A T
IO
N O
F O
P T
IO
N A
L B
ID
I T
E M
S A
L
IC
IT
A T
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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
O F S R
E P
L A
C E
M E
V
N S
T E
D U
M
L
V A
N S
T E
D U
M
J E
F F L
Y O
N P .E
G E
N E
R A
L N
O T
E S
E L E
C T
R
IC
A L
CONDUIT TURNING TOWARD OBSERVER
CONDUIT EMBEDDED IN FLOOR OR WALL
CONTRACT FEATURES
DEMOLITION/DECONSTRUCTION
EXISTING FEATURES
LINE LEGEND:
ELECTRICAL LEGEND: ELECTRICAL ABBREVIATIONS
CONTROL RELAY
TRANSFORMER
WATT
VOLTMETER SWITCH
VOLTMETER
VOLTAGE
UNDERVOLTAGE
UNINTERRUPTED POWER SUPPLY
TRIP COIL
TERMINAL BLOCK
TRIP
SUBSTATION
SHUNT TRIP
RIGID METAL CONDUIT
ROOM
RIGID GALVINIZED STEEL
REMOTE CLOSE
RIVER SIDE
PRESSURE TRANSDUCER
POTENTIAL TRANSFORMER
PROGRAMMABLE LOGIC CONTROLLER
PHASE
ORIFICE VALVE AUTOMATION
NORMALLY OPEN, NUMBER
NORTH NON-OVERFLOW
NORMALLY CLOSED
NAVIGATION LOCK
NORTH
MANUALLY OPERATED
MOTOR CUT-OUT
THOUSAND CIRCULAR MILS
LIQUID-TIGHT FLEXIBLE METAL CONDUIT
LIMIT SWITCH
LAND SIDE
KILOWATTS
KILO VOLT AMPS
JUNCTION BOX
HEATER
HORSEPOWER
HUMAN MACHINE INTERFACE
HOURMETER
HEIGHT
GROUND FAULT DETECTION
GROUND
GREEN
FISH SCREEN SLOT
FIBER PATCH PANEL
FEEDER
ELEVATION
EMERGENCY DIESEL GENERATOR
DIRECT CURRENT
DEPTH
COPPER
CONTROL TRANSFORMER
CONTACT SWITCH
CONTRACTING OFFICER REPRESENTATIVE
CONTROL
COMMON, COMMUNICATION
CLOSED CIRCUIT TELEVISION
CLOSE COIL
CLOSE
CIRCUIT BREAKER
BLACK
BULK HEAD SLOT
AUXILARY CONTACT NORMALLY CLOSED
AMERICAN WIRE GAUGE
AUXILARY
AMPERE TRIP
AMMETER SWITCH
AMMETER
ALTERNATING CURRENT
AMPERE
AUXILARY CONTACT NORMALLY OPEN
Y
XFMR
W
VS
VM
V
UV
UPS
TC
TB
T
SUB
ST
RMC
RM
RGS
RC
R/S
PT
POT
PLC
PH
OVA
NO
NNCF
NC
NAVLOCK
N
MO
MCO
MCM
LTFMC
LS
L/S
KW
KVA
J
HTR
HP
HMI
HM
H
GFD
GND
GRN
FSS
FPP
FDR
EL
EDG
DC
D
CU
CT
CS
COR
CONT
COM
CCTV
CC
C
BKR
BLK
BHS
B
AWG
AUX
AT
AS
AM
AC
A a
EXPOSED GROUND CONDUCTOR
J D
P .1
-6 -7
A
E-001
LINE LEGEND:
W
N
B
N
IC
I
V Y
/2
/2
P O
W E
R H
O U
S E A
N D A
N C
IL
L A
R Y
A D
V E
R T
IS
E
J D
P .1
E -0 d g n
OPTIONAL BID ITEMS
CONDUIT TURNING AWAY FROM OBSERVER
L V
A -1
A D
D E
D O
P T
IO
N A
L B
ID
I T
E M L
IN
E W
E
IG
H
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
BAY 20 BAY 19 BAY 18 BAY 17 BAY 16 BAY 15 BAY 14 BAY 13 BAY 12 BAY 11 BAY 10 BAY 9 BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1 ABSSB
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
E -1
.d
E-101
080' 80'
SCALE: 1"= 80'
INTAKE DECK
TAILRACE DECK
F L
O W
W A
S H
IN
G T
O N
O R
E G
O N
W A
S H
IN
G T
O N
O R
E G
O N
N
R O
O F K
E Y P
L A
N
F L
O W
FOREBAY
COLUMBIA RIVER
TAILRACE
COLUMBIA RIVER
V A
N S
T E
D U
M
L
V A
N S
T E
D U
M
E L E
C T
R
IC
A L
J E
F F L
Y O
N P .E
E-401
E-401
B E-401
D E-401
C E-402
E E-402
F E-402
H E-402
G E-403
I E-403
J E-403
K E-403
L E-404
M
E-404
N
E-404
O
ROOF KEY PLAN
W
N
B
PROJECT NORTH
P .1
-6 -7
A
GENERAL NOTES:
N
IC
I
V Y
E-104 E-405
A
E-103
E-103
E-104
/2
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N C
IL
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E S
IG
N A
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D O
P T
IO
N A
L B
ID
I T
E M
S A -1
PENETRATIONS SHALL BE KEPT TO A MINIMUM.
SUBMITTED AND APPROVED BY THE COR PRIOR TO WORK COMMENCING. ROOF
PLUMBING FIXTURES. EQUIPMENT MOUNTING CONFIGRUATIONS SHALL BE
CAMERAS, CONDUITS, CONDUCTORS, REFRIGERANT LINES, RECEPTACLES, AND
EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, ANTENNAS,
EQUIPMENT TO ACCOMMODATE BOTH ROOFING AND GUARD RAIL SYSTEMS.
CONTRACTOR SHALL COORDINATE MOUNTING CONFIGURATION OF EXISTING 3.
PATHS.
ATTENTION SHALL BE…
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