A.07.23_BN_Powerhouse_1_Elev_2_Vent_Plans.pdf
PDF 4 MB Posted
- Solicitation number
- W9127N18B0008
About this file
W9127N18B0008 - Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| PreliminaryBidAbstract.pdf | ||
| Preliminary_Abstract_of_Bids.pdf | ||
| PH!_elevator_hoistway.pdf | ||
| A.07.23_Bonn_PH1_Elev2_Ventilation_Final_Specs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
X X X X
X
XX
X
X X
X X
-1
X X X X X X X X
X X
X X
X
X X X X X X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X to p of wa ll e le v
X
X X X X
X
X
X
X
X
ROBINS ISLAND
FIRST POWERHOUSE
OF CONTRACT WORK
GENERAL LOCATION
NAVIGATION LOCK
COLUMBIA RIVER WASHINGTON - OREGON
BONNEVILLE POWERHOUSE 1
ELEVATOR 2 VENTILATION
3O
5 2O5
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
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 3:51:12 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
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
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
C D J
M B
G E
C D
R D
S G
E
C D J
M B
G-001
B D
P -1 .1
G -0
X X
X .D
G N
G E
C D
R D
S
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
L O
C A
T
IO
N M
A P
S
W
N -1
-B -0
N BRADFORD ISLAND
Portland District of Engineers
US Army Corps
VICINITY MAP
CASCADE LOCKS
STEVENSON
THE DALLES
LONGVIEW
WASHINGTON
LOCK AND DAM
BONNEVILLE
OREGON CITY
OREGON
PORTLAND
VANCOUVER
RIVER
COLUMBIA
LOCATION MAP
BONNEVILLE POWERHOUSE 1
/1 /2
PORTLAND DISTRICT
1 12
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 3:54:54 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
C D J
M B
G E
C D
R D
S G
E
C D J
M B
G-002
B D
P -1 .1
G -0
X X
X .D
G N
G E
C D
R D
S
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
DRAWING INDEX
D R
A W
IN
G I
N D
E X
N -1
-B -0
/1 /2
MEDIUM LINE WEIGHT INDICATING EXISTING FIRE PROTECTION WORK TO REMAIN.
WORK PROVIDED BY OTHER CONTRACTS.
EXISTING SITE FEATURES TO REMAIN, OR
EXISTING WORK OTHER THAN FIRE PROTECTION THAT IS TO REMAIN,
WORK OTHER THAN FIRE PROTECTION,
LIGHT LINE WEIGHT INDICATING:
HEAVY LINE WEIGHT INDICATING FIRE PROTECTION WORK PROVIDED BY THIS CONTRACT.
20/12
OF THE SIDE NOT SHOWN IN INCHES.
SECOND FIGURE INDICATES THE DIMENSION
THE SIDE SHOWN IN INCHES.
FIRST FIGURE INDICATES THE DIMENSION OF
SQUARE OR RECTANGULAR DUCT:
DIRECTION OF AIR FLOW
DUCT SECTION - SUPPLY OR TRANSFER AIR
PROTECTION SHEETS ONLY.
FIRE PROTECTION GENERAL NOTES APPLY TO FIRE MG1.
MG2.
SEE FIRE PROTECTION LINE WEIGHT LEGEND.
INDICATED IN HEAVY LINE WEIGHT.
FIRE PROTECTION WORK PROVIDED BY THIS CONTRACT IS
WC
VFD
V
TAB
SP
rpm
PH
MIN
MAX
MA
in
Hz
HPA
hp
HOA
GALV
FT
FACP
FAAP
ENA
EL
DIA
DC
Cx cfm
ASTL
AP
AC
A
WATER COLUMN
VARIABLE FREQUENCY DRIVE
VOLTS
TESTING ADJUSTING AND BALANCING
SET POINT
ROTATIONS PER MINUTE
PHASE
MINIMUM
MAXIMUM
MILLIAMPERES
INCHES
HERTZ
HOISTWAY PRESSURIZATION AIR
HORSE POWER
HAND-OFF-AUTO
GALVANIZED
FEET
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATION PANEL
ENABLE
ELEVATION
DIAMETER
DIRECT CURRENT
COMMISSIONING
CUBIC FEET PER MINUTE
AUXILIARY STEEL
ACCESS PANEL
ALTERNATING CURRENT
AMPERE
HPF
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:05:30 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P -1 .1
F -0 d g n
FIRE PROTECTION LINE WEIGHT LEGEND
FIRE PROTECTION GENERAL NOTES:FIRE PROTECTION ABBREVIATIONS
F-001
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
H O
IS
T W
A Y E
L E
V A
T
IO
N
HPA DUCTWORK LEGEND
W
N -1
-B -0
/1 /2
> PIER 1
> PIER 2
> PIER 3
> PIER 4
> PIER 5
> PIER 6
> PIER 7
> PIER 8
> PIER 9
> PIER 10
> PIER 11
> SS PIER
M A I
N
I
T
M
I
T S
C A
B
IN
E T S
S E
C U
R
IT
Y
A P
C
C J B
E L . 7
.0
C O
N T
R
L
R
O M
R A
M P
S T
E P
S T
E P
S T
E P
C
D
A T I
O N
D E
S K
D E
S K
D E
S K
MONITORS
BOOK SHELF
CABINETS
C O
N T
R
I
T
STEP
A R
E A
W O
R K
O
K
T C
H E
N
C O
N T
R
D E
S K
M O
N I
T O
R S
M
IN
IM
U M
4' -1 0"
N
"= 1'-0"16
3SCALE:
12"0 5' 10'
"= 1'-0"16
3SCALE:
AT EACH CORNER OF THE HOLE BEFORE CUTTING.
DRILL PILOT HOLES (1" DIA MINIMUM TO 1 1/2" MAXIMUM)
MANUFACTURER.
IS LARGER THAN RECOMMENDED BY SEALANT
DAMPER FRAME AND THE EDGE OF THE HOLE THAT
SIZE THAT WILL NOT LEAVE A GAP BETWEEN THE
SAW CUT HOLES IN THE EXISTING CONCRETE TO A
TYPE S, GRADE NS, CLASS 25 USE A.
OF THE DUCT WITH ELASTOMERIC JOINT SEALANT:
SURFACE OF THE HOLE AND THE OUTSIDE SURFACE
SEAL THE ANNULAR SPACE BETWEEN THE INSIDE
REINFORCEMENT TO BE CUT.
HOLE TO MINIMIZE THE AMOUNT OF STEEL
OF THE WALL AND SHIFT THE LOCATION OF THE
USING A NON-DESTRUCTIVE METHOD FROM BOTH SIDES
LOCATE THE EXISTING STEEL REINFORCEMENT BARS
BEFORE CUTTING HOLE,
SEAL CLASS A, LEAKAGE CLASS 3.
RAIN AND OUTDOOR AIR.
PROTECT THE OPEN HOLE FROM INTRUSION BY
AND RECTANGULAR DUCT FITTING.
DRAWINGS FOR THE FABRICATION OF THE TRANSITION
GEOMETRY OF THE CUT HOLE AND PREPARE SHOP
SHAFT WALL HAS BEEN SAW CUT, MEASURE THE
AFTER THE HOLE IN THE EXISTING CONCRETE PIPE
SEAL CLASS A, LEAKAGE CLASS 6.
HPF
HOISTWAY PRESSURIZATION FANFAN SUPPORT PLATFORM
F-501
F-401
1, 2
F-402
1, 2
PARTIAL PLAN: PIPE SHAFT
OF THE PIPE SHAFT WALL.
BETWEEN EXISTING WORK ON THE INSIDE AND OUTSIDE
LOCATE THE HOLE CENTERED (AS MUCH AS POSSIBLE)
DUCT PASSING THROUGH THE EXISTING CONCRETE WALL.
THE TOP OF THE PIPE SHAFT TO ACCOMODATE THE
SAW CUT HOLE IN THE EXISTING CONCRETE WALL NEAR
22" DIA GALVANIZED STEEL DUCT
HPA DUCT TRANSITION
GALVANIZED STEEL
STEEL HPA DUCT
22" DIA GALVANIZED
STEEL HPA DUCT
30"x16" GALVANIZED
STEEL HPA DUCT
22" DIA GALVANIZED
ELECTRICAL CONDUIT, CKT 2, F-701
TO THE WALL.
ALONG THE DUCT WORK. SECURE PROPERLY
TO FAN MOTOR AT FLOOR PLAN WILL BE
STRUT STRAPS AND FROM THE PIPE SHAFT
ATTACHED TO THE WALL USING CONDUIT
F-701, THROUGH THE PIPE SHAFT SHALL BE
THE ELECTRICAL CONDUIT ROUTE, ckt2, 5CKT 2, F-701
ELECTRICAL CONDUIT,
EL. 107.75'
NOMINAL ROOF ELEVATION
APPROX. EL. 116.0'
SECTION CUT AT
N
SCALE: NTS
CONTRACT WORK
LOCATION OF
DOOR SWING.
ROOF ACCESS DOOR AND OUTSIDE THE SPACE OF ITS
PLACE ALL DUCTWORK AND SUPPORTS CLEAR OF THE
LOCATION OF EXISTING ROOF ACCESS DOOR 4
HPA 30 DEGREE DUCT ELBOW
22" DIA GALVANIZED STEEL
DUCT ELBOW
STEEL HPA 30 DEGREE
22" DIA GALVANIZED
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:23:06 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B G
E
D D
K R
D
F-101
B D
P -1 .1
F -1
X X
X .D
G N
G E
D D
C B
B
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
R O
O F P
L A
N
SHEET KEY NOTES:
F O
R E
B A
Y
T A
IL
R A
C E
W
N -1
-B -0
/1 /2
ROOF PLAN: PRESSURIZATION FAN AND AIR INTAKE
F-301
A
F-302
BONNEVILLE POWERHOUSE 1
KEYPLAN:
29922
BAR CODE:
ACCELEROGRAPH
STRONG MOTION
58536
BAR CODE:
ACCELEROGRAPH
STRONG MOTION
"= 1'-0"32
3SCALE:
5' 0 5' 10' 15'5' 0 5' 10' 15'
EL. 114.87
SHAFT DUCTWORK
PARTIAL SECTION PIPE
F-403
INTAKE DECK
MECHANICAL ROOM
R O
O M
M A
C H
IN
E H
O
IS
T W
A Y
P
IP
E S
H A
F T
CW & FW PUMPS
H O
IS
T W
A Y
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:30:35 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
MACHINE ROOM
EL. 77.0
EL. 55.0
EL. 37.0
EL. 23.5
EL. -10.0
EL. -26.0
EL. -42.0
FLOOR 4
FLOOR 3
FLOOR 2
FLOOR 1
EL. 65.0
OIL BREAKER GALLERY
EL. 4.5
PENSTOCK
STATION SERVICE
(DESIGNATED EXIT)
FLOOR 6
(ALTERNATE EXIT)
FLOOR 5
EL. 90.0
INTAKE DECK
EL. 96.0
EL. 107.75
EL. 111.12
EL. 120.12
EL. 122.25
TOP OF CRANE RAIL BEAM
EL. 127.0
TOP OF ROOF PARAPET
TOP OF PARAPET
TOP OF ROOF
CONTROL STRUCTURE ROOF
BOTTOM OF OPENING
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
B D
P -1 .1
F -3
X X
X .D
G N
F-301
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
H O
IS
T W
N -1
-B -0
/1 /2
F-101
A
SCALE: 3/32" = 1'-0"
HOISTWAY PRESSURIZATION DUCTWORK SECTION
8'-4"
66'-1"
74'-10"
12"0 5' 10'
"= 1'-0"16
3SCALE:
STEEL DUCT
22" DIA GALVANIZED
30"x16" GALVANIZED STEEL DUCT
HOISTWAY PRESSURIZATION FAN
FAN SUPPORT PLATFORM
STRUCTURAL CODES.
WITH ALL APPLICABLE LOCAL SEISMIC AND
FOR DETAILS. ANCHOR METHOD MUST COMPLY
TO POWERHOUSE WALL. SEE SPECIFICATIONS
METHOD FOR SECURING PRESSURIZED AIR DUCT
CONTRACTOR TO DESIGN ATTACHMENT/ANCHOR
ROOF ACCESS DOOR
LOCATION OF EXISTING
GALVANIZED STEEL DUCT TRANSITION
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:32:10 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
O U
T D
O O
R D
U C
T
IN
G
B D
P -1 .1
F -3
X X
X .D
G
F-302
EL. 107.75
EL. 116.50
EL. 119.00
ROOF
STRUCTURE
CONTROL
EL. 116.20
OF PLATFORM
TOP SURFACE
SHEET KEY NOTES:
STRUCTURES, AND OTHER ASSOCIATED EQUIPMENT.
INSTALLATION OF DUCTING, FANS, SUPPORT
DOOR'S FULL SWING DURING PLACEMENT AND
ACCESS DOOR OR ANY PORTION OF THE ROOF ACCESS
TAKE SPECIAL PRECAUTION TO AVOID BLOCKING ROOF 1
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
W
N -1
-B -0
/1 /2
F-101
A
SCALE: 3/16" = 1'-0"
SECTION: EXTERIOR HOISTWAY PRESSURIZATION DUCT WORK
16"x30" 1
SHAFT
PIPE
PIPE SHAFT
6'-6"
6'-1"
5'-9"
4'-10"
4'-5"
4'-0"
"4
3'-8
2'-2"
1'-5"
6"
" 2
" 1
" 6
16"x30"1
(R
E F
1'-4" (REF)
" 1
" 8
5'-8"
5'-0"
4'-5"
3'-8"
2'-4"
1'-7"
8"
12"
SCALE: 1"= 1'-0"
6" 0 1'
SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.
ANCHORING AND MOUNTING SYSTEM.
CONTRACTOR TO DESIGN DUCT
NEW DUCTING.
AROUND PERIMETER OF
MINIMUM 1" CLEARANCE
MEASURES. MAINTAIN A
VIBRATION DAMPENING
TO DO SO, INCORPORATING
SPECIFICALLY DESIGNED
EXISTING PIPES UNLESS
INCIDENTALLY CONTACT
NEW DUCTING SHALL NOT
PRIOR TO INSTALLING NEW DUCTWORK.
CONTRACTOR TO VERIFY THIS SITE CONDITION
ARE VERICALLY ABOVE NEW DUCT PATH.
PIPES SHOWN CROSSING NEW DUCTWORK
MEMBERS.
EXISTING STEEL WALKING ACCESS PLATFORM STRUCTURAL
SUPPORT DUCTS USING HARDWARE ATTACHED TO THE
LIMIT DUCT SECTION LENGTHS TO 5 FEET OR SHORTER.
MINIMIZE EXTERIOR REINFORCEMENT.
SEAL CLASS A, LEAKAGE CLASS 6.
16 GAGE GALVANIZED SHEET METAL DUCT WALL,
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:35:24 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P -1 .1
F -4
X X
X .D
G N
F-401
SHEET KEY NOTES:
N N
FIELD VERIFIED BY THE CONTRACTOR
ARE APPROXIMATE AND MUST BE
DIMENSIONS TO PIPE CENTERLINES
W
N -1
-B -0
G
E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
P
IP
E S
H A
F T S
E C
T
IO
N S
/1 /2
F-101
SCALE: 1" = 1'-0"
PIPE SHAFT (EL. 90.0)
F-101
SCALE: 1" = 1'-0"
PIPE SHAFT (EL. 107.0-119.0)
F-301
A F-301
HOISTWAY
PIPE SHAFT
TRANSITION
FLOOR OVER HOISTWAY
EXISTING STEEL PLATE
MACHINE ROOM
PIPE SHAFT
DROP AT 880 CFM
0.062 inWC PRESSURE
SHORT DIMENSION.
BLADES PARALLEL TO THE
SINGLE DEFLECTION WITH
8"x18" SUPPLY AIR GRILLE
MACHINE ROOM
900 CFM
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
" 5
" 3 " 2
" 1
" 6
6'-6"
6'-1"
4'-10"
4'-5"
4'-0"
"32 233'-8
3'-5"
"8 52'-7
2'-2"
1'-5"
6"
DROP AT 6792 CFM.
0.090 inWC PRESSURE
TO THE LONG DIMENSION.
WITH BLADES PARALLEL
SINGLE DEFLECTION
BLADE DAMPER,
GRILLE WITH OPPOSED
18"x48" SUPPLY AIR
" 1
" 9
7'-0"
6'-7"
5'-4"
4'-11"
4'-6"
"32 234'-2
3'-9"
2'-8"
1'-11"
1'-0"
SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.
ANCHORING AND MOUNTING SYSTEM.
CONTRACTOR TO DESIGN DUCT
CUTTING.
SEALANT MANUFACTURER. DRILL PILOT HOLES (1" DIA MINIMUM TO 1 1/2" MAXIMUM) AT EACH CORNER OF THE HOLE BEFORE
WILL NOT LEAVE A GAP BETWEEN THE DAMPER FRAME AND THE EDGE OF THE HOLE THAT IS LARGER THAN RECOMMENDED BY
ELASTOMERIC JOINT SEALANT: TYPE S, GRADE NS, CLASS 25 USE A. SAW CUT HOLES IN THE EXISTING CONCRETE TO A SIZE THAT
SEAL THE ANNULAR SPACE BETWEEN THE INSIDE SURFACE OF THE HOLE AND THE OUTSIDE SURFACE OF THE DUCT WITH
SIDES OF THE WALL AND SHIFT THE LOCATION OF THE HOLE TO MINIMIZE THE MOUNT OF STEEL REINFORCEMENT TO BE CUT.
BEFORE CUTTING HOLE, LOCATE THE EXISTING STEEL REINFORCEMENT BARS USING A NON-DESTRUCTIVE METHOD FROM BOTH
45 DEGREE DIRECTION CHANGE FROM VERTICAL.
STEEL WALKING ACCESS PLATFORM STRUCTURAL MEMBERS.
LIMIT DUCT SECTION LENGTHS TO 5 FEET OR SHORTER. SUPPORT DUCTS USING HARDWARE ATTACHED TO THE EXISTING
16 GAGE GALVANIZED SHEET METAL DUCT WALL, SEAL CLASS A, LEAKAGE CLASS 6. MINIMIZE EXTERIOR REINFORCEMENT.
RECTANGULAR OFFSET
PRESSURIZATION DUCT
22"x16" HOISTWAY
EL 70.0'
DOWN TO
FROM EL 77.0'
PROVIDE
FLOW SHROUD
CABLE AIR
GOVERNOR
ELEVATOR
STEEL HPA DUCT
22"x16" GALVANIZED
CLEARANCE AROUND PERIMETER OF DUCTING.
MEASURES. MAINTAIN A MINIMUM 1"
INCORPORATING VIBRATION DAMPENING
SPECIFICALLY DESIGNED TO DO SO,
CONTACT EXISTING PIPES UNLESS
DUCTWORK SHALL NOT INCIDENTALLY
22"x16" GALVANIZED STEEL HPA DUCT
8"x16" GALVANIZED STEEL HPA DUCT
HOUR FIRE RATING2
FUSIBLE LINK ACTUATOR
CURTAIN TYPE WITH
8"x16" FIRE DAMPER
HOUR FIRE RATING2
FUSIBLE LINK ACTUATOR
CURTAIN TYPE WITH
16"x48" FIRE DAMPER
0.20 inWC GREATER THE THE AIR PRESSURE IN THE GENERATOR ROOM.
OPEN THE DAMPERS WHEN THE AIR PRESSURE IN THE HOISTWAY IS
ADJUST THE DAMPER OPENING MECHANISMS TO BEGIN TO
TWO 24"x24" BAROMETRIC RELIEF DAMPERS - ONE OVER EACH FIRE DAMPER.
HOISTWAY.
WITH CENTER 67" BELOW THE EXISTING STEEL PLATE FLOOR OVER
STEEL PLATE FLOOR OVER HOISTWAY. LOCATE THE LOWER DAMPER
LOCATE THE UPPER DAMPER WITH CENTER 21" BELOW THE EXISTING
HOUR FIRE RATING. 2
1CURTAIN TYPE WITH FUSIBLE LINK ACTUATOR, 1
TWO 24"x24" FIRE DAMPERS - ONE ABOVE THE OTHER.
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:38:46 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
SHEET KEY NOTES:
F-402
B D
P -1 .1
F -4
X X
X .D
G N
N
N
FLOW
BY THE CONTRACTOR
MUST BE FIELD VERIFIED
APPROXIMATE AND
CENTERLINES ARE
DIMENSIONS TO PIPE
BY THE CONTRACTOR
MUST BE FIELD VERIFIED
APPROXIMATE AND
CENTERLINES ARE
DIMENSIONS TO PIPE
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
P
IP
E S
H A
F T S
E C
T
IO
N S
W
N -1
-B -0
/2
F-101
SCALE: 3/4" = 1'-0"
PIPE SHAFT (EL. 77.0)
F-101
SCALE: 3/4" = 1'-0"
PIPE SHAFT (EL. 65.0)
F-301
A
F-301
A
F-502
FAN SEF-8, 2800 CFM
EXISTING SMOKE EXHAUST
(GENERATOR ROOM)
ASSEMBLY AREA
PIPE SHAFT
MECHANICAL ROOM
PIPE SHAFTHOISTWAY
ROOM
MACHINE
RECTANGULAR BEND
4"x16" 90 DEGREE
PRESSURES GREATER THAN 0.20 inWC
SET TO OPEN AT HOISTWAY
24" x 24" PRESSURE RELIEF DAMPER
PRESSURES GREATER THAN 0.20 inWC
SET TO OPEN AT HOISTWAY
24" x 24" PRESSURE RELIEF DAMPER
PLATFORM IN PIPE SHAFT.
EXISTING STEEL WALKING ACCESS
PLATFORM IN PIPE SHAFT.
EXISTING STEEL WALKING ACCESS
45 DEGREE BEND
22"x16" RECTANGULAR
NOT BE LESS THAN 10 INCHES
INSIDE RADIUSES SHALL
22"x16" RECTANGULAR OFFSET
PLATFORM IN PIPE SHAFT.
EXISTING STEEL WALKING ACCESS
/1
4"x16"
PLATFORM IN PIPE SHAFT.
EXISTING STEEL WALKING ACCESS
/1
IN PIPE SHAFT.
(PLATFORM HAS BEEN REMOVED)
FOR WALKING ACCESS PLATFORM
EXISTING STRUCTURAL STEEL BEAMS
16"x30" GALVANIZED STEEL DUCT
SEAL CLASS A, LEAKAGE CLASS 6.
12"0 5'
"= 1'-0"4
1SCALE:
ELEVATOR GOVERNOR CABLE AIR FLOW SHROUD
FIRE DAMPERS
FIRE DAMPER
FIRE DAMPER
SUPPLY AIR GRILLE
SUPPLY AIR GRILLE
HOUR FIRE RATING2
14"x16" FIRE DAMPER IN DUCT AT HOISTWAY WALL, CURTAIN TYPE WITH FUSIBLE LINK ACTUATOR, 1
SHEET F-701 FOR SCHEMATIC.
COORDINATED WITH GOV'T. SEE
FINAL LOCATION TO BE
GAUGES APPROXIMATE LOCATION.
HOISTWAY DIFFERENTIAL PRESSURE
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 5:00:59 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
B D
P -1 .1
F -4
X X
X .D
G N
SHEET KEY NOTES:
F-403
TOP OF PARAPET
EL. 122.25
EL. 127.0
TOP OF ROOF PARAPET
(DESIGNATED EXIT)
FLOOR 6
EL. 107.75
CONTROL STRUCTURE ROOF
EL. 96.0
BOTTOM OF OPENING
TOP OF ROOF
EL. 120.12
EL. 111.12
TOP OF CRANE RAIL BEAM
EL. 65.0
OIL BREAKER GALLERY
EL. 55.0
MACHINE ROOM
EL. 90.0
INTAKE DECK
EL. 77.0
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
P R
E S
S U
R
IZ
E D D
U C
T
IN
G D
E T
A
IL
S
EL. 53.0
EL. 68.23
EL. 72.23
EL. 86.17
EL. 114.79
W
N -1
-B -0
/2
F-301
SCALE: 1/4" = 1'-0"
ELEVATOR #2 HOISTWAY PRESSURIZATION DUCTWORK DETAIL
12"
SCALE: 1"= 1'-0"
6" 0 1'
9'-11"
"4
"8 3 END OF S3x7.5
ALL AROUND UPPER
"4
"2
PLATFORM PLATE
PLATE
OF THE PLATFORM
FAR CORNER
PLATFORM PLATE
PLATFORM PLATE
FAR CORNER OF THE
"32 113'-5
"32
"32 113'-5
4'-4"
"32
1"
1"
2 3/8"
"8 51'-6
"32
"16
AS SHOWN IN SECTION
BEND PLATE EDGE UP
" MEMBER2
1WELD TO THE VERTICAL L12"x12"x
SHEET KEY NOTES:
"8 51'-5
"2 11'-2
"4
"16
CONNECTION PLATE
GUSSET PLATE
GUSSET PLATE
BEARING PLATE
BOLT PLATE
BOLT PLATES
"2
BEARING PLATE
BEARING PLATE
GUSSET PLATE
GUSSET PLATE
EXISTING CONCRETE WALL
EXISTING CONCRETE WALL
WELD TO THE BOTTOM OF THE PLATFORM PLATE6
CLOSEST TO THE FAR CORNER OF PLATFORM PLATE
BEGIN WELD AT THE END OF THE MEMBER THAT IS
STEEL REINFORCEMENT TO BE CUT.
TION OF THE HOLE TO MINIMIZE THE AMOUNT OF
BOTH SIDES OF THE WALL AND SHIFT THE LOCA-
BARS USING A NON-DESTRUCTIVE METHOD FROM
LOCATE THE EXISTING STEEL REINFORCEMENT
BEFORE DRILLING HOLE FOR THE BOLT,
SEE SECTION: CORNER CONNECTIONS A1/F-502.
1" BOLT THROUGH EXISTING CONCRETE WALL.
EDGE, TYP
R 1/2" ROLLED
"�16
"� TYP16
"16
62"
3/8" THICK STEEL
1/2" THICK STEEL 1/2" THICK STEEL
3/8" THICK STEEL
1/4" THICK STEEL
W4x13 WIDE FLANGE STEEL BEAM
S3x7.5 STEEL BEAM
BEAM SEAT 7" LONG, WT13.5x47 STEEL BEAM " STEEL ANGLE2 1L12"x12"x
C4x7.25 STEEL CHANNEL
WALL
CONCRETE
EXISTING
PLATE
CONNECTION
"32
"32
"16
1'-3
"16
1'-3
1/4"
1/4"
12 - 24
12 - 24
1/4"
1/4"
12 - 24
12 - 24
REQUIREMENTS.
FAN MOUNTING
NOT INTERFERE WITH
PLATE. TAKE CARE TO
CENTER OF PLATFORM
AT APPROXIMATE
DRILL 1" DIA DRAIN HOLE
PER ASTM A36 OR EQUAL (ASTL).
OF FAN SUPPORT PLATFORM SHALL BE CARBON STEEL,
ALL STEEL MATERIALS USED FOR THE CONSTRUCTION
RESERVED.
11 11
1/4"
"8
TYPICAL
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:46:55 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P -1 .1
F -5
X X
X .d g n
F-501
N
CORNER, TYPICAL
PLATFORM PLATE
3"
4"
6"
EL. 116.20
EL. 112.00
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
F A
N S
U P
P O
R T P
L A
T F
O R
M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
W
N -1
-B -0
/1 /2
PLATFORM PLATE
SCALE: 1" = 1'-0"
SCALE: 2'-0" = 1'-0"
CORNER DETAIL
A
A
SCALE: 2'-0" = 1'-0"
CORNER SECTION
SCALE: 1" = 1'-0"
BOLT PLATE
SCALE: 1" = 1'-0"
GUSSET PLATE
SCALE: 1" = 1'-0"
F-101
SCALE: 1" = 1'-0"
FAN SUPPORT PLATFORM DETAIL
B
B
SCALE: 1" = 1'-0"
PLATFORM ASSEMBLY ELEVATION
SCALE: 1" = 1'-0"
CONNECTION PLATE
F-502
A
BEARING PLATE
"4 3 "4
MIN MIN
"8
.0
T O .2
T H
IC
K
T Y
P
OF CABLE
FROM CENTER
CLEARANCE
1" RADIAL
GOVERNOR CABLE
EXISTING ELEVATOR
HEX NUT AND WASHERS
MACHINE SCREW WITH
SIZE 10 ROUND HEAD
" ADHESIVE ANCHORS4
INSIDE SURFACE OF EXISTING HOISTWAY DOWNSTREAM CONCRETE WALL
SCALE: 12"= 1'-0"
0 1" 2" 3"
M
IN
M
IN
EXISTING CONCRETE WALL
C4x7.25 ASTL
" ADHESIVE ANCHOR4
" ADHESIVE ANCHOR4
INSIDE SURFACE OF EXISTING HOISTWAY DOWNSTREAM CONCRETE WALL
HEX NUT AND WASHERS
MACHINE SCREW WITH
SIZE 10 ROUND HEAD
" THICK STEEL4
WASHER PLATE
" MINIMUM EMBEDMENT2
1WITH 2
"� ADHESIVE ANCHOR8
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
"4
"4
PIPE CLAMPS MAY ALSO BE USED.
OPEN SEAM ROUND TUBING WITH
2" INSIDE DIAMETER ELECTRO-GALVANIZED
ROLL FORMED CHANNEL
ELECTRO-GALVANIZED
PIPE CLAMPS MAY ALSO BE USED.
OPEN SEAM ROUND TUBING WITH
2" INSIDE DIAMETER ELECTRO-GALVANIZED
ROLL FORMED CHANNEL
ELECTRO-GALVANIZED
" ASTL, 6" LONG 3'-0" MAXIMUM SPACING CENTER TO CENTER8
1"x2
1"x22 12�
" ASTL2
112"x12"x�
PLATFORM PLATE (ASTL)
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:48:49 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P -1 .1
F -5
X X
X .d g n
F-502
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
C O
M P
O N
E N
T D
E T
A
IL
S
W
N -1
-B -0
/2
F-402
B
SCALE: 12" = 1'-0"
ELEVATOR GOVERNOR CABLE AIR FLOW SHROUD
F-501
A
SCALE: 6" = 1'-0"
CORNER CONNECTIONS
a
S
S
S
S
S
S
S
FS
CAB
FS
S s
HPF
2 22" DIA GALVANIZED STEEL DUCT
GENERATOR ROOM UPSTREAM WALL
TOP OF PARAPET WALL,
EXHAUST FAN SEF-8
EXISTING SMOKE
VFD
FACP
EXISTING
EXISTING SMOKE DETECTOR [2ELHW-SD]
EXISTING SMOKE DETECTOR [2EL55-SD]
1CR12
EXISTING
FAAP
DETECTOR [2EMR-SD]
EXISTING SMOKE
MACHINE ROOM
[2EFFKC2-SW]
CONTROL
FIGHTER KEY
EXISTING FIRE
EXISTING SMOKE DETECTOR [2EL37-SD]
EXISTING SMOKE DETECTOR [2EL23-SD]
[2EFFKC1-SW]
CONTROL
FIGHTER KEY
EXISTING FIRE
EXISTING SMOKE DETECTOR [2EL-10-SD]
EXISTING SMOKE DETECTOR [2EL-26-SD]
EXISTING SMOKE DETECTOR [2EL-42-SD]
EXISTING PIPE SHAFT
(DOWNSTREAM OF)
HOISTWAY BEYOND
EXISTING ELEVATOR
1-CQ23
480v, 3PH PANELBOARD AT ELEV 95.
NEW VFD CONTROL CABINET AT ELEV 95
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:50:00 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
N N
E V
IL
L E L
O C
K A
N D D
A M
G E
D D
K R
D
G E
D D
C B
B
G E
D D
C B
B
G E
D D
K R
D
B D
P -1 .1
F -6
X X
X .D
F-601
EL. 107.75
EL. 90.0, INTAKE DECK
ROOM
TELEPHONE
ROOM
CONTROL
EL. 77.0
MACHINE ROOM
EL. 65.0
OIL BREAKER GALLERY
EL. 55.0
(DESIGNATED EXIT)
FLOOR 6
EL. 37.0
(ALTERNATE EXIT)
FLOOR 5
EL. 23.5
FLOOR 4
EL. 4.5
PENSTOCK
STATION SERVICE
E X
IS
T
IN
G P
IP
E
S
H A
F T
EL. -10.0
FLOOR 3
EL. -26.0
FLOOR 2
FLOOR 1
EL. -42.0
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
V F
D S
C H
E M
A T
IC
NOTES
VIEW PLAN ELEV 95.
REFERENCE FIO 001 DRAWINGS FOR THE
THE RIGHT SIDE WALL OF 1-CQ23. PLEASE,
NEW VFD CABINET WILL BE INSTALL IN
W
N -1
-B -0
/2
ELEVATOR 2 HOISTWAY PRESSURIZATION SYSTEM
INSTRUMENTATION AND EQUIPMENT
SCALE: NTS
R
50A
PTT PL-1
L3
3 PH
480V
L1 L2
1CQ23 - 480VAC PANELBOARD
X1
X2
X1 X2
VFD RUNNING
REACTOR
5% LINE
POWER TERMINAL BLOCKL1
T3 T2
T1
15HP, 480VAC
HPF
L2 L3
L1 L2 L3 POWER TERMINAL BLOCK
INTERFACE
KEYPAD
PORT
COMMUNICATION
1PH-24VDC
3PH-480VAC
POWER SUPPLY
ALLEN BRADLEY
L1
L2
L3
VARIABLE FREQUENCY DRIVE
POWERFLEX
ALLEN BRADLEY
RUNNING
HPF VFD
G
PTT PL-2VFD STANDBY
STANDBY
HPF VFD
W
PTT PL-2VFD FAULT
FAULT
HPF VFD
IN
VARIABLE FREQUENCY DRIVE
POWERFLEX
ALLEN BRADLEY
STOP
HPF VFD
IN
START
HPF VFD
IN
AUTO
HPF VFD
HOA-1
OFF
AUTO
ON
INITIATE
FIRE ALARM
INPUT
DISCRETE
INPUT
DISCRETE
INPUT
DISCRETE
INPUT
ANALOG
INPUT
ANALOG
ELEVATOR #2
SERVING ELEVATOR #1 AND
SYSTEM
FIRE ALARM AND SIGNALLING
FROM EXISTING POWERHOUSE
RUN ENABLE SIGNAL
PRESSURIZATION FAN
CONTROLS
24VDC
TO VFD
TO 24VDC POWER SUPPLY
VFD CONTROLS
FAN CONTROL CABINET
HOISTWAY PRESSURIZATION
INTERFACE
KEYPAD
VFD
RUNNING
FAN
STANDBY
FAN
FAULT
SYSTEM
R WG
HAND-OFF-AUTO
FAN CONTROL
(HPFVFD1) LAYOUT EXAMPLE
HPF CONTROL CABINET ASSEMBLY
CABLE REQUIREMENT. QUANTITIES LISTED ARE APPROXIMATE.
6. SCHEDULE PROVIDED TO ASSIST IN DEFINING THE SCOPE OF CONDUIT AND
LIMITS RECOMMENDED BY VFD MANUFACTURER.
5. CONTRACTOR TO ENSURE THAT MOTOR CABLE LENGTHS ARE WITHIN THE
REACTORS, CONTROLS AND INDICATING LIGHTS.
4. NEW FAN VFD PANEL SHALL INCLUDE VFD AND CONTROLLER, POWER SUPPLY,
CONTROL SYSTEM.
3. FAN IS VFD DRIVEN WITH POWER AND CONTROLS SUPPLIED BY EXISTING FIRE
CIRCUITS AS NECESSARY FOR FAN.
2. CONTRACTOR TO SUPPLY AND INSTALL NEW BREAKERS AND CONTROL
1. ALL EQUIPMENT NEW UNLESS OTHERWISE INDICATED.
NOTES:
CABINET (HPFVFD1)
HPF CONTROL
CONDUIT AND CABLE SCHEDULE
CONTACT
X
X
X
X
X
X
OFFON AUTO
AUTO
HOA-1 ON-OFF-AUTO SWITCH
ON
OFF
(FIELD CONVERTABLE)
MAINTAINED CONTACTS
3-POSITION
OFF
ON AUTO
(ZQHPF1)
SWITCH
DISCONNECT
MOTOR
SEE F-403 FOR LOCATION DETAILS
(BIE2H-DP-SP)
0-10 VDC / 4-20 MA
PRESSURE SETPOINT
HOISTWAY DIFFERENTIAL
SEE F-403 FOR LOCATION DETAILS
(BIE2H-DP)
0-10 VDC / 4-20 MA
PRESSURE FEEDBACK
HOISTWAY DIFFERENTIAL
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
SHEET OF
/1 /2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDRDS BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 2/1/2018 4:51:34 PM
D R
A W
N B
Y
C H
E C
K E
D B
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
H D
C K
C
G
H D
C K
C
F-701
:1
N N
E V
IL
L E L
O C
K A
N D D
A M
K
IR
K C
H E
N P .E
F -7
.d g n
SEE NOTE 5
LIGHTS
INDICATING
SWITCH
SELECTOR
HOA-1
P O
W E
R H
O U
S E
E L E
V A
T O
R
V E
N T
IL
A T
IO
N
H O
IS
T W
A Y P
R E
S S
U R
IZ
A T
IO
N
F A
N M
O T
O R P
O W
E R A
N D C
O N
T R
E
C D
W B
F
W
N -1
-B -0
/2
HOISTWAY PRESSURIZATION FAN
POWER AND CONTROL SCHEMATIC
SCALE: NTS
| BDP1.120_G-001CSD-COVER SHEET ANSI-D-000 |
| BDP-1.120_G-001XXX-Sheet Name-000 |
| BDP-1.120_G-002XXX-Sheet Name-000 |
| BDP-1.120_F-001----Sheet Name-000 |
| BDP-1.120_F-101XXX-Sheet Name-000 |
| BDP-1.120_F-301XXX-Sheet Name-000 |
| BDP-1.120_F-302XXX-Sheet Name-000 |
| BDP-1.120_F-401XXX-Sheet Name-000 |
| BDP-1.120_F-402XXX-Sheet Name-000 |
| BDP-1.120_F-403XXX-Sheet Name-000 |
| BDP-1.120_F-501XXX-Sheet Name-000 |
| BDP-1.120_F-502XXX-Sheet Name-000 |
| BDP-1.120_F-601XXX-Sheet Name-000 |
| F-701-Sheet Name-000 |
File details come from the government source that posted it.