CDC_DRAWING_FILE_-_2019-07-11_Part4.pdf
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E P
E P
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P
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P
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N C E
C U
LV
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P LV
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150 �
150 �150 � 150 � 150 � 150 � 150 �
300 � 300 �
150 �
300 �
H V
C ab le
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C ab le
H V
C ab le
H V
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HV Cable
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HV
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H V
C a b le
HV Cable
H V
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V C ab le
HV Cable
HV Cable
NO PARKING
NO
PA
RK
ING
NO PARKING
NO PARKING NO
PA
RK
ING
NO
PARKING
PLAN NORTH
DIM. NOTE & NORTH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
D
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P A
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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C O
S B
E R
G
B S
H A
N N
O N
B P
E A
B O
D Y
J U
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A
M P
R A
T T
K U
-3 A
-F X
G
N
F
IR
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R O
T E
C T
IO
N
C O
D E
C O
M P
L
IA
N T
S
IT
E P
L A
N
RTA
- 1 : 1000
1 CODE COMPLIANT SITE PLAN
SHEET NOTES
KEYED NOTES
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. CARE & PRESERVATION FACILITY
2. CONCRETE PAVEMENT HARDSTAND
3. POV PARKING AREA
4. HAZARDOUS MATERIAL STORAGE AREA
5. PRIMARY POWER GENERATORS
6. CHILLER PAD W/ CHAIN LINK FENCING AND COVER
7. 17-METER AT STANDOFF
8. PROJECT LIMIT
9. PERIMETER FENCE
10. BUILDING PERIMETER USED FOR FRONTAGE INCREASE
11. EXISTING SUN SHADE
12. EXISTING COMPRESSOR SHED
13. FIRE APPARATUS RESPONSE ROUTE.
14. FIRE APPARATUS RESPONSE POINT
15. NEW FIRE HYDRANT
16. FREE STANDING FIRE DEPARTMENT CONNECTION
17. WATER STORAGE TANKS FOR NEW FACILITY FIRE
SUPPRESSION SYSTEM
18. FIRE PUMP BUILDING
19. ASSUMED CODE PROPERTY LINE.
20. FIRE DEPARTMENT MAIN ACCESS TO FACILITY
21. MAIN ENTRANCE
22. FIRE EQUIPMENT ROOM
23 EXISTING FIRE HYDRANT
11 11
15 16
10 10
1021 22
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JP073692
Stamp
NOTES
INSTRUCTIONS TO BIDDER FOR KEYNOTE REFERENCE; THERE ARE TWO
SETS OF KEYNOTES:
1. KEYNOTES REFLECT THE DOCUMENTS AS DESIGNED AND USE
WHOLE NUMBERS. EXAMPLE 1,2, 10, 15, ETC. KEYNOTES ONLY
APPEAR ON THE SPECIFIC DRAWINGS THAT THE NOTES APPLY TO.
2. BID OPTION KEYNOTES REFLECT ONE OF THE FIVE ADDITIVE BID
OPTIONS (DESCRIBED ON THIS DRAWING) AND USE DECIMAL
PLACES. EXAMPLE ( FOR BID OPTION #1) 1.1, 1.2, 1.10, 1.15, ETC.
FOR (BID OPTION #2) IT SHALL READ 2.1, 2.2, 2.10, 2.15, ETC. THESE
NUMBERS SHALL REFERENCE SPECIFIC SCOPE ITEMS AND MAY
APPEAR MULTIPLE TIMES ON MULTIPLE SHEETS.
BID OPTION LEGEND
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
BID OPTION DESCRIPTION OF
WORK
BID OPTION #1: PROVIDE ONE SERVICE BAY FOR THE ENTIRE
WIDTH OF THE FACILITY (COLUMN GRID LINES
C TO L) INSERTED IN SERVICE BAYS 1200 AT
COLUMN GRID LINE 16.
BID OPTION #2: PROVIDE FIRST FLOOR (UPPER LEVEL)
ADMINISTRATIVE AREA BETWEEN COLUMN GRID
LINES 8 AND 12.
BID OPTION #3: PROVIDE TWO 900KW PRIME-RATED
GENERATORS AND REVISE WIRING AND
EQUIPMENT AS REQUIRED.
BID OPTION #4: PROVIDE PARKING SUNSHADE.
BID OPTION #5: PROVIDE HAZMAT PAD.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
N G
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D R
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D E
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D B
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S U
B M
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C H
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K E
D B
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A N
S I D
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A
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-F X
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N
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C T
IO
N
B
ID
O P
T
IO
N N
O T
E S
RTA
BID OPTION NOTES
KEYNOTE
NUMBER
(REFER TO BID
OPTION
LEGEND) BID OPTION DESCRIPTION
1.1 BID OPTION 1.1 IS INDICATED ON DRAWING FX115A. THE OPTION INCLUDES ADDING A BAY BETWEEN COLUMN LINES 16 AND 17 THE FULL WIDTH OF THE BUILDING. WORK SHALL INCLUDE EXTENDING THE SPRINKLER MAINS ACROSS THE ADDITIONAL BAY.
SPRINKLER BRANCH LINES WITH SPRINKLER HEADS REQUIRED TO PROVIDE SPRINKLER COVERAGE OF THE ADDITIONAL BAY.
2.1 BID OPTION 2.1 IS INDICATED ON DRAWING FX123. THE BID OPTION INCLUDES ADDING A WET PIPE SPRINKLER SYSTEM FOR THE ROOM LAYOUT ON THE FIRST FLOOR OF AREA C. SPRINKLER LAYOUT SHALL PROVIDE COMPLETE COVERAGE OF THE ROOMS LOCATED ON THE FIRST FLOOR BELOW THE BID OPTION 2.1 SUSPENDED CEILING. THE BASE BID SPRINKLERS AT THE AREA C ROOF ARE NOT REQUIRED FOR THIS BID OPTION.
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PLAN NORTH
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D F
1:50
5m1m 4m3m2m0m
E
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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Plot Date:
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N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
IL
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A M
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D
U L L
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C O
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P A
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C A
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A R
IF
J A
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K U
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C
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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C O
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B .S
H A
N N
O N
B P
E A
B O
D Y
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A
M P
R A
T T
K U
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-F X
P
N
F
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R O
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C T
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N
F
IR
E P
U M
P B
U
IL
D
IN
G S
IT
E
P L
A N
RTA
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.
C. SEE DRAWINGS FX506,FX507 & FX508 FOR WATER STORAGE
TANK DETAILS.
D. SEE DRAWING FX402 FOR FIRE PUMP BUILDING.
E. SEE DRAWING CS106 and FX002 FOR LOCATION ON SITE.
1. FIRE PUMP BUILDING.
2. WATER STORAGE TANK.
3. FIRE PUMP TEST HEADER.
4. 150 UNDER GROUND WATER SUPPLY.
5. FIRE DEPARTMENT CONNECTION (FDC).
6. 150 TRUCK FILL.
7. 200 SUPPLY TO BUILDING.
8. 200 OVERFLOW
9. PUMP BUILDING CONCRETE PAD
10. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND
FLANGE
1 : 50A1
FIRE PUMP BUILDING SITE PLAN
2 2
150 150
200 200
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FX401
B1
A1
FX301
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 21
N
M
L
K
H
J
C
D
E
A
16 17 18 19 20
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D F
1:400
40m8m 32m24m16m0m
E
L
US Army Corps of Engineers ®
SHEET ID
U S
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M Y
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Plot Date:
M A
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D E
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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F
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A M
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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B O
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-F X
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C T
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N
G R
O U
N D
F L O
O R
P L
A N
O V
E R
A L
L
RTA
GENERAL NOTES
KEYED NOTES
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALLS OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1 : 500A1
GROUND LEVEL FLOOR PLAN OVERALL
1. FIRE SERVICE ENTRANCE. SEE CIVIL SITE PLAN FOR
CONTINUATION.
2. FIRE DEPATMENT MAIN BUILDING ENTRANCE.
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D1
FX305
SERVICE
BAYS
1 2 3 4
M
L
H
J
D
E
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
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SHEET ID
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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G R
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F L O
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P L
A N
A R
E A
A
RTA
GENERAL NOTES
KEYED NOTES #
1 : 100A1
GROUND LEVEL - AREA A
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. AUXILIARY DRAIN, SEE DETAIL
2. SPRINKLER MAIN.
F
IN
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SERVICE
BAYS
4 5 6 7 8
M
L
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SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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F L O
O R
P L
A N
A R
E A
B
RTA
GENERAL NOTES
KEYED NOTES #
1 : 100A1
GROUND LEVEL - AREA B
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SPRINKLER MAIN.1. FIRE SPRINKLER MAIN.
1 1
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FX301
C1
FX306
7 8 9 10 11 12 13
M
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OFFICE
PARTS
STORAGE
HYDRAULIC
ROOM
1606 TIRE
REPAIR
OFFICE
1617BREAK
ROOM
1616A
CORRIDOR
JANITORS
CLOSET
WOMENS
LOCKER
1607A
TOOL
STORAGE
MEN
1608AMENS
LOCKER
1608B
VEST
LOBBY
FIRE
EQUIPMENT
ROOM
STAIR 01
STORAGE
1616B
ELEV #1
1404E
4" PIPE UP, SEE FX123 FOR CONTINUATION
CAP AT FIRST FLOOR FOR BASE BID.
FX401
B1
GENERAL
STORAGE
SHIPPING/RECEIVING
WAREHOUSE
STAIR 02
TOOL
STORAGE
ELECTRICAL
ROOM
SERVICE
BAYS
SERVICE
BAYS
MENS
LOCKER
1608B
MEN
1608A
ELEV MR
TELECOM
STORAGE
ROOM
MECHANICAL
WOMEN
1607B
CORRIDOR
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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Plot Date:
M A
R K
D E
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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R A
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-F X
P
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F
IR
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R O
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C T
IO
N
G R
O U
N D
F L O
O R
P L
A N
A R
E A
C
RTA
GENERAL NOTES
KEYED NOTES
1 : 100A1
GROUND LEVEL - AREA C
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
E. INSTALL SPRINKLERS IN CEILING VOIDS GREATER THAN
800 MM.
1. FIRE SPRINKLER MAIN.
2. FIRE SPRINKLER MAIN UP.
3. SUPERVISED VALVE, CHECK VALVE & FLOW SWITCH WITH
NO TIME DELAY FOR UPRIGHT SPRINKLER HEAD IN
ELEVATOR MACHINE ROOM. SEE DETAIL D5/FX501
4. SPRINKLER HEAD IN ELEVATOR PIT. SEE DETAIL E1/FX501.
5. PROVIDE UPRIGHT SPRINKLER HEADS UNDER STAIRS AND
LANDINGS
6. FIRE SERVICE ENTRANCE. SEE CIVIL SITE PLAN FOR
CONTINUATION.
7. FIRE SERVICE TO REMOTE FIRE DEPARTMENT CONNECTION
(FDC) SERVICE ENTRANCE. SEE CIVIL SITE PLAN FOR
CONTINUATION.
8. INSPECTOR'S TEST/DRAIN FOR ELEVATOR SPRINKLER
PIPING TO EXTERIOR.
1 2
6 7
F
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SERVICE
BAYS
12 13 14 15
M
L
H
J
D
E
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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File Path:
Plot Date:
M A
R K
D E
S C
R
IP
T
IO
N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
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A M
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D
U L L
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C O
R N
E R
P A
R K
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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E A
B O
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J U
N E
A
M P
R A
T T
K U
-3 A
-F X
P
N
F
IR
E P
R O
T E
C T
IO
N
G R
O U
N D
F L O
O R
P L
A N
A R
E A
D
RTA
GENERAL NOTES
KEYED NOTES
1 : 100A1
GROUND LEVEL - AREA D
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SPRINKLER MAIN.
2. FIRE SPRINKLER MAIN UP.
F
IN
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L D
E S
IG
N
S U
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IT
T
A L
/2
/1
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
B1
FX305
N
M
L
K
H
J
C
D
E
SERVICE
BAYS
WELD
SHOP
AIRLOCK
LOCKER
ROOM
CHANGING
TOILET
1404A
16 17 18 19 20
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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File Path:
Plot Date:
M A
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D E
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N
P L O
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E
F
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A M
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C O
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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P
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FX115
C O
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H A
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O N
B P
E A
B O
D Y
J U
N E
A
M P
R A
T T
K U
-3 A
-F X
P
N
F
IR
E P
R O
T E
C T
IO
N
G R
O U
N D
F L O
O R
P L
A N
A R
E A
E
RTA
GENERAL NOTES
KEYED NOTES
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SPRINKLER MAIN.
2. SPRINKLER PIPE DOWN TO OFFICES.
1 : 1001
GROUND LEVEL - AREA E (BASE BID)
F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
/2
/1
N
M
L
K
H
J
C
D
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16 17 18 19
1.1
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
BID OPTION LEGEND
BID OPTION #1
BID OPTION #2
BID OPTION #3
BID OPTION #4
BID OPTION #5
1.3
BID OPTION NUMBER
BID OPTION NOTE
(SUCCESSIVE)
BID OPTION KEYNOTE
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
A
C
A B C D FE
L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
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D B
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S U
B M
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T
E D
B Y
S
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C H
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K E
D B
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A N
S I D
IS
S
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D A
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C O
N T
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C T
N O
S O
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N N
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2 3 4 5 6 7 8 9 10
F
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File Path:
Plot Date:
M A
R K
D E
S C
R
IP
T
IO
N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
IL
E N
A M
E
D
U L L
E S
C O
R N
E R
P A
R K
S U
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A
M
ID
D L E
E A
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D
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P .O
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C H
E S
T E
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-1
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M P
A R
IF
J A
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K U
W A
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
6/20/2019 6:15:40 PM
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:1 :4
P
M
FX115_A
C O
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H A
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B P
E A
B O
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J U
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A
M P
R A
T T
K U
-3 A
-F X
A
P N
F
IR
E P
R O
T E
C T
IO
N
G R
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N D
F L O
O R
P L
A N
A R
E A
E
RTA
GENERAL NOTES
KEYED NOTES
1 : 100A1
GROUND LEVEL - AREA E (BID OPTION)
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SPRINKLER MAIN.
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING
FX003
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ROOM
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TOILET
1404A
CHANGING
CORROSION
CONTROL
CENTER
PAINT
BOOTH
BLAST
BOOTH
SERVICE
BAYS
CORROSION
CONTROL
CENTER
CORROSION
CONTROL
CENTER
PAINT
BOOTH
18 19 20
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
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KEY PLAN
1 21
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F L O
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F
RTA
GENERAL NOTES
KEYED NOTES
1 : 100A1
GROUND LEVEL - AREA F
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALLS OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SPRINKLER MAIN.
2. AUXILIARY DRAIN. SEE DETAIL
3. PROVIDE PENDANT SPRINKLER HEADS IN PAINT BOOTH.
PROVIDE PLASTIC COVERS ON HEADS PER NFPA 13
REQUIREMENTS.
4. PROVIDE PENDANT SPRINKLER HEADS IN BLAST BOOTH.
5. SPRINKLER LINE DOWN.
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SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
KEY PLAN
1 21
M
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A B C D F
1:400
40m8m 32m24m16m0m
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SHEET ID
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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F
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R A
L L P
L A
N
RTA
GENERAL NOTES
KEYED NOTES
1 : 500C1
FIRST FLOOR OVERALL
1. SEE OVERALL GROUND FLOOR PLAN FOR SPRINKLER HAZARD
CLASSIFICATION
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/F-503 AND
C3/F503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
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TELECOM
SIPR
CAFE
MNGR
OFFICE
ASST
MNGR
STORAGE
ELECTRICAL
ROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
MEN
WOMEN
STORAGE
VESTIBULE
C1
FX3067 8 9 10 11 12 13
M
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OPEN
OFFICE
OPEN
OFFICE
GOVERNMENT
STAFF
JAN
CONFERENCE
ROOM
CONFERENCE
ROOM
STORAGE
STAIR 02
CONFERENCE
ROOM
CONFERENCE
ROOM
RECEPTION
ELEV #1
1404E
STAIR 01
2.1
SPRINKLER HAZARD CLASSIFICATION
LIGHT HAZARD (LH)
ORDINARY HAZARD (OH)
SPECIAL OCCUPANCY MISC.
STORAGE UP TO 3.66 M
CLASS I-IV COMMODITIES
11 12 13
D
E
STAIR 01
ELECTRICAL
ROOM
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
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L A
N A
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A C
RTA
1 : 100A3
FIRST FLOOR - AREA C (BID OPTION)
GENERAL NOTES
KEYED NOTES
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/F-503 AND
C3/F503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
E. SPRINKLER SYSTEMS HEADS PROTECTING FIRST FLOOR
ROOM LAYOUT. NO SPRINKLERS AT ROOF FOR BID OPTION.
1. FIRE SPRINKLER MAIN.
2. FIRE SPRINKLER MAIN UP FROM BELOW. SEE FX113 FOR
CONTINUATION.
3. PROVIDE UPRIGHT SPRINKLER HEADS AT TOP OF STAIRS.
FOR BID OPTION KEYNOTES REFER TO BID OPTION LEGEND ON
APPLICABLE DRAWINGS AND BID OPTION NOTES ON DRAWING
FX003
1 : 100A1
GROUND LEVEL - AREA C (BASE BID)
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FIRST FLOOR
104877 mm
Level 4 100000 mm
Level 5 100000 mm
GROUND LEVEL
100000 mm
3 3 3
4 4 4
5 5 5 5
6 6 6 6
7 7 7 7
11 12 13 14
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:25
2.5m0.5m 2m1.5m1m0m
US Army Corps of Engineers ®
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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P
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GENERAL NOTES
KEYED NOTES
1 : 25FX301
A1 FIRE EQUIPMENT ROOM
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/F-503 AND
C3/F503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SERVICE MAIN, SEE CIVIL SITE PLAN FOR
CONTINUATION.
2. PRE FABRICATED FIRE ENTRANCE RISER. SEE DETAIL
3. SUPERVISED OS&Y GATE VALVE.
4. RISER CHECK VALVE ASSEMBLY.
5. ANGLE VALVE MAIN DRAIN.
6. FLOW SWITCH
7. COMBINATION INSPECTOR'S TEST/DRAIN VALVE. SEE DETAIL
8. PIPE STANDS AS REQUIRED. SEE DETAIL
9. MAIN DRAIN.
10. THRUST BLOCK.
11. RISER NO.1 TO NORTH WORK BAY SPRINKLER SYSTEM.
12. RISER NO.2 TO ADMIN GROUND SPRINKLER SYSTEM.
13. RISER NO.3 TO SOUTH WORK BAY SPRINKLER SYSTEM.
14. RISER NO.4 TO ADMIN FIRST FLOOR SPRINKLER SYSTEM.
15. PIPE TO FREE-STANDING FDC. SEE DETAIL
16. CONCRETE SPLASH BLOCK.
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GRAPHIC SCALE
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SHEET ID
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Plot Date:
M A
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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P
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FX302
C O
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A
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R A
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C T
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F
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E P
U M
P B
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G S
E C
T
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N B
RTA
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE STRUCTURAL DRAWINGS FOR FOUNDATIONS AND SLABS.
C. SEE DRAWINGS FX506,FX507 & FX-508 FOR WATER STORAGE
TANK DETAILS.
D. SEE DRAWING FX-101 AND FX-402 FOR FIRE PUMP BUILDING
1. ELECTRIC FIRE PUMP.
2. CHECK VALVE.
3. OS&Y VALVE WITH TAMPER SWITCH.
4. FIRE DEPT. CONNECTION.
5. 100 GALLON (378.5L) SURGE TANK.
6. WATER STORAGE TANK.
7. PRE-FABRICATED FIRE PUMP BUILDING.
8. STORAGE TANK FOUNDATION.
9. FIRE PUMP BUILDING FOUNDATION.
10. 200 SUPPLY TO BUILDING.
11. GRADE.
12. SPRINKLER RISER.
1 : 30FX302
B1 FIRE PUMP BUILDING SECTION B
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US Army Corps of Engineers ®
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File Path:
Plot Date:
M A
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D E
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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P
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FX303
C O
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A
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F
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E P
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P B
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G S
E C
T
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RTA
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE STRUCTURAL DRAWINGS FOR FOUNDATIONS AND SLABS.
C. SEE DRAWINGS FX-503 & FX-504 FOR WATER STORAGE TANK
DETAILS.
D. SEE DRAWING FX-100 AND FX-402 FOR FIRE PUMP BUILDING
1. WATER STORAGE TANK.
2. PRE-FABRICATED FIRE PUMP BUILDING.
3. TANK OVERFLOW.
4. RETURN LINE TO TANK.
5. FIRE PUMP SUCTION LINE.
6. TANK WATER FILL BACKFLOW PREVENTER.
7. TEST HEADER.
8. OS&Y VALVE WITH TAMPER SWITCH.
9. TRUCK WATER FILL.
10. FIRE PUMP BUILDING FOUNDATION.
11. STORAGE TANK FOUNDATION.
12. GRADE.
13. ACCESS LADDER WITH SAFETY CAGE.
6 7
8 8
1 : 30FX303
B1 FIRE PUMP BUILDING SECTION C
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GENERAL NOTES
KEYED NOTES #
1. ELECTRIC FIRE PUMP.
2. ELECTRIC JOCKEY PUMP.
3. 100 GALLON SURGE TANK. SUPPORT FROM ROOF
STRUCTURE AS REQUIRED
4. FLOW METER.
5. FIRE PUMP CONTROLLER.
6. FACP-2.
7. OS&Y VALVE WITH TAMEPER SWITCH.
8. TEST HEADER.
9. TRUCK WATER FILL.
10. FIRE PUMP BUILDING FOUNDATION.
11. PRE-FABRICATED FIRE PUMP BUILDING.
12. GRADE.
13. SENSING LINE.
14. TANK FILL LINE.
15. RETURN LINE TO TANK.
16. TANK PUMP SUCTION FROM TANK.
1 : 25FX304
B1 FIRE PUMP BUILDING SECTION D
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE STRUCTURAL DRAWINGS FOR FOUNDATIONS AND SLABS.
C. SEE DRAWINGS FX506, FX507 & FX-508 FOR WATER STORAGE
TANK DETAILS.
D. SEE DRAWING FX101 AND FX402 FOR FIRE PUMP BUILDING
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FIRST FLOOR
104877 mm
ROOF
111582 mm
GROUND FLOOR -
AREA C
100000
FIRST FLOOR
104876
ROOF EAVE
111581
BRIDGE CRANE
108700
18 19 20 2117
ROOF RIDGE
114949
17 18 19 20
FIRST FLOOR
104877 mm
ROOF
111582 mm
MLH JD E
GROUND FLOOR -
AREA C
100000
FIRST FLOOR
104876
ROOF EAVE
111581
BRIDGE CRANE
108700
LKGC F H
ROOF RIDGE
114949
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
US Army Corps of Engineers ®
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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1 : 100FX305
B1 BUILDING SECTION AREA E AND F
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
E. INSTALL SPRINKLERS IN CEILING VOIDS GREATER THAN
800 MM.
1. FIRE SPRINKLER MAIN.
2. SPRINKLER BRANCH LINE.
1 : 100FX305
D1 BUILDING SECTION AREA
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M L HJ DE
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
1 21
M
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A B C D FE
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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1 : 100FX306
C1 BUILDING SECTION C
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
E. INSTALL SPRINKLERS IN CEILING VOIDS GREATER THAN
800 MM.
1. FIRE SPRINKLER MAIN.
2. FIRE SPRINKLER RISERS, SEE DRAWING FX113, FX301 &
FX401.
1 1
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/2
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D
E
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:20
2m0.4m 1.6m1.2m0.8m0m
US Army Corps of Engineers ®
SHEET ID
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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C:\_Revit_Local_Models\2017\KU-369882A-FP17_CH-JEG_jacob.patterson1.rvt
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C O
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A
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F
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N L
A R
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D F
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E Q
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M E
N T
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O M
RTA
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF FIRE
RATED WALLS.
C. PENETRATION OF WALL OR FLOORS SHALL BE PROPERLY
SEALED AFTER INSTALLATION. SEE DETAILS C1/FX503 AND
C3/FX503.
D. SEISMIC BRACING IS REQUIRED. INSTALL SEISMIC BRACING
PER NFPA 13 AND DETAILS.
1. FIRE SERVICE MAIN, SEE CIVIL SITE PLAN FOR CONTINUATION.
2. PRE FABRICATED FIRE ENTRANCE RISER. SEE DETAIL
3. SUPERVISED OS&Y GATE VALVE.
4. CHECK VALVE.
5. PIPE TO FREE-STANDING FDC. SEE DETAIL
6. RISER CHECK VALVE ASSEMBLY.
7. MAIN DRAIN PIPE TERMINATE 30.5 mm ABOVE GRADE WITH 45
ELBOW DOWN.
8. RISER NO.1 TO NORTH WORK BAY SPRINKLER SYSTEM.
9. RISER NO.2 TO ADMIN LEVEL 1 SPRINKLER SYSTEM.
10. RISER NO.3 TO SOUTH WORK BAY SPRINKLER SYSTEM.
11. RISER NO.4 TO ADMIN LEVEL 2 SPRINKLER SYSTEM.
12. FIRE ALARM SPACE.
13. 600 x 900 CONCRETE SPLASH BLOCK.
1 : 20FX401
B1 ENLARGED FIRE EQUIPMENT ROOM
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FX303
B1
FX302
B1
FX304
.5
M E
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7 METERS
(COORDINATE WITH BUILDING SUPPLIER)
(C O
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DIM. NOTE & NORTH
1:25
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US Army Corps of Engineers ®
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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C O
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N
RTA
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET FX-001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE MANUFACTURERS DRAWINGS FOR FOUNDATIONS AND
SLABS.
C. SEE DRAWINGS FX506, FX507 & FX-508 FOR WATER STORAGE
TANK DETAILS.
D. SEE DRAWING FX101 FOR FIRE PUMP BUILDING.
E. COORDINATE DOOR SIZES AND LOCATIONS WITH ARCHITECT.
F. COORDINATE ROOF SLOPE AND FRAMED EQUIPMENT
OPENINGS WITH ARCHITECT.
G. COORDINATE SLAB/FOUNDATION WITH BUILDING/PUMP
SUPPLIER.
1. ELECTRIC HORIZONTAL SPLIT CASE CENTRIFUGAL 2,840 LPM
FIRE PUMP AT4.14 BAR.
2. SOFT-START FIRE PUMP CONTROLLER.
3. JOCKEY PUMP.
4. JOCKEY PUMP CONTROLLER.
5. 378.5 LITER (100 GAL) SURGE TANK. SEISMIC BRACE FROM
ROOF STRUCTURE.
6. FLOW METER.
7. TEST HEADER.
8. OS&Y VALVE WITH TAMPER SWITCH
9. CHECK VALVE
10. DOUBLE CHECK BACKFLOW PREVENTER.
11. FLOOR DRAIN.
12. MOTORIZED LOUVER.
13. EXHAUST FAN.
14. 150 TRUCK FILL.
15. RETURN WATER LINE TO STORAGE TANK.
16. FACP-2.
17. WEATHER PROOF WALL LIGHT. (LED TYPE)
18. REQUIRED FIRE PUMP CLEARANCE. 3 FEET ON THREE SIDES
AND 12" AT BACK OF PUMP, MINIMUM.
19. FDC WITH CHECK VALVE AND AUTOMATIC BALL DRIP.
20. EMERGENCY LIGHT. (LED TYPE)
21. TRANSFORMER
22. DUAL VOLTAGE ELECTRIC PANEL.
23. MOUNT PIPE AT 2.14 METERS FROM FINISHED FLOOR TO
CENTER LINE OF PIPE.
24. ELECTRIC LIGHT FIXTURE (LED TYPE).
25. SPRINKLER HEAD.
26. SPRINKLER RISER WITH SUPERVISED VALVE, CHECK VALVE,
DRAIN, FLOW SWITCH AND PRESSURE GAUGE
27. RED WEATHER PROOF BEACON.
28. 150 WATER SUPPLY
29. 203 mm MINIMUM STRAIGHT LENGTH FROM TEE FLANGE TO
PUMP FLANGE.
30. BUILDING EAVE HEIGHT SHALL BE MINIMUM OF 2.4 METERS
ABOVE BUILDING BASE.
1 : 25FX402
B1 FIRE PUMP ROOM PLAN
17 17
20 20 21
24 24
200 200
150 150 150
25 25
FDC
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ELEV. HOISTWAY
OS&Y GATE VALVE
W/TAMPER SWITCH
BRANCH LINE
PIPE SUPPORT
REDUCER
FLOOR
WALL
CORRIDOOR
CEILING
M
A X
INDICATING SHUT-OFF VALVE
WITH TAMPER SWITCH
SMOKE DETECTOR
TRACTION ELEVATOR
NO MORE THAN 610 ABOVE
THE PIT FLOOR. REFER TO DETAIL
E1/FX501
SIDE WALL SPRINKLER HEAD
COMBINATION INPECTOR'S
TEST/DRAIN
FLOW SWITCH TO REMOVE POWER
TO ELEVATOR BY ZERO TIME DELAY
SHUNT TRIP BREAKER OPERATION.
CHECK VALVE
NOTE: HOLELESS HYDRAULIC ELEVATOR
ELEVATOR LOBBY
ELEVATOR LOBBY
ELEVATOR CAB
SECOND FLOOR
FIRST FLOOR
MACHINE ROOM
SD
SD
SD
ROOF OR FLOOR
ROOF OR FLOOR
UPRIGHT SPRINKLER HEADUPRIGHT SPRINKLER HEAD
CLOSE NIPPLECLOSE NIPPLE
BRANCH LINE
BRANCH LINE
TEE
WITHIN 25.4
T0 304.8 MAX
25.4 x 12.7 REDUCER25.4 x 12.7 REDUCER
NOTE:
REFER TO NFPA 13, 8.6.6.1.2 (1) EXHIBIT 8.15 FOR ADDITIONAL
REQUIREMENTS FOR OBSTRUCTED CONSTRUCTION.
V A
R
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S
12.7 NPT
CEILING
25.4 x 12.7 REDUCER
25.4
NOTES:
A. UPON SPRINKLER ACTIVATION THE DEFELECTOR
DESCENDS TO APPROXIMATELY 20.64 BELOW THE
SPRINKLER BODY.
B. CENTER IN CEILING GRID
57.15 MIN
US Army Corps of Engineers ®
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ELEVATOR HOISTWAY PIT
NTSD5
ELEVATOR FIRE SUPPRESSION
NTSA1
UPRIGHT SPRINKLER HEAD
NTSA7
CONCEALED PENDANT SPRINKLER HEAD
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ROUTE DRAIN ABOVE
CEILING AND THEN DOWN,
CONCEALED IN WALL, TO
EXTERIOR
AIR VENT
STRAINER
MAIN
THREADED MECH TEE
1/2" BALL VALVE
THRUST BLOCK PER
NFPA 13 REQUIREMENTS
FLANGED CONNECTION
AWWA C900 INLET/DIP
51 ANNULAR SPACE FILLED
W/ MINERAL WOOL AND SEALED
WITH WATER PROOF SEALANT
UL/FM APPROVED PRE-FABRICATED
TYPE 304 STAINLESS STEEL FIRE
SERVICE RISER. SEE DRAWINGS
FOR SIZE.
GREK TRANSLATION
m m m m
BEAM CLAMP
BEAM CLAMP
I-BEAM OR TRUSS
I-BEAM OR TRUSS
RETAINING
STRAP
RETAINING STRAP
12 THREAD ROD UP TO
100 PIPE
12 THREAD ROD UP TO
100 PIPE
PIPE DIAMETER 100 OR LESS
ADJUSTABLE SWIVEL RING
HANGER
ADJUSTABLE SWIVEL RING
HANGER
BEAM CLAMP
I-BEAM OR TRUSS
RETAINING STRAP
15 ALL-THREAD ROD
(LENGTH VARIES)
15 TO 200 PIPE
CLEVIS HANGER
BAR CLAMP
BAR CLAMP
BAR JOIST
BAR JOIST
PIPE RESTRAINT AT END
OF BRANCH LINES
GEEK TRANSLATION
GEEK TRANSLATION
HANGER RODS SIZED FOR
LOAD & SPACING
HANGER RODS SIZED FOR
LOAD & SPACING
UP TO 100 PIPE FOR BAR JOISTS
AND 200 PIPE FOR BEAMS. REFER
TO STRUCTURAL DRAWINGS FOR
ADDITIONAL INFO.
ADJUSTABLE RING HANGER
NOTE:
FOR CONCENTRIC LOADS UP TO 360 Kg
25 RISER NIPPLE
25 x 15 REDUCER
SPRINKLER ASSEMBLY
SPRINKLER GUARD
US Army Corps of Engineers ®
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AIR RELIEF VENT
NTSE7
FIRE SERVICE ENTRY PIPE
NTSA1
PIPE HANGER WITH RING
NTSA5
PIPE HANGER WITH CLEVIS
1 : 2B8
BAR JOIST OR BEAM HANGER
NTSE4
SPRINKLER WITH HEAD GUARD 0
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GYPSUM BOARD
ON STUD WALL
MINERAL WOOL FULL
THICKNESS OF WALL
ESCUTCHEON, FOR FINISHED,
VISIBLE SURFACES ONLY
SLEEVE WITH 26 GA
SHEET METAL
UNINSULATED PIPE
NOTE:
SEE SPECIFICATION FOR NON-RATED WALL
EDGE OF SLEEVE
80 MINIMUM (TYP)WALL STRUCTURE
UL LISTED SEALANT &
FIRE SAFING INSULATION
EQUAL IN RATING TO
THE WALL STRUCTURE
NON-INSULATED PIPE
CL PIPE
PIPR SLEEVE
8 STEEL PLATE WITH
(4) 15 EXPANSION BOLTS
WELDED LUGS (4) 90 DEG. APART,
LUGS TO BE 6.35 PLATE
PIPE
CONCRETE OE FLOOR GRATING
7.788 mm
.4 m m
6.661 mm
PIPE SIZE
ADJUSTABLE PIPE SADDLE
SUPPORT FOR INSULATED PIPE
USE INSULATION PROTECTION SHIELD
LOKNUT NIPPLE
PIPE DIAMETER "A"
SCH 40 STEEL PIPE
SEE BASEPLATE
DETAIL A1/FX503
PIPE DIAMETER "D"
NOTE:
FOR DIMENSIONS "E"
SEE MANUFACTURER
E
SUPPORT PIPE
19.05 BASE PLATE
CONCRETE. VERIFY THICKNESS
PRIOR TO ANCHOR INSTALLATION
12.7 DIA POST INSTALLED
ANCHORS BOLT (50.8 EMBED)
OR (76.2 EMBED) AS REQUIRED
19.05 NON SHRINKING
GROUT
NOTE:
NOMINAL DIA OF SUPPORT PIPE PLUS 25.4 (TYP). MINIMUM OF 114.3
PIPE SIZE
COPE SUPPORT FOR PIPE
DO NOT CUT HOLE IN ELBOW FOR SUPPORT
SUPPORT PIPE, FOR SIZE SEE TABLE
SEE BASE PLATE DETAIL A1/FX503
OR WELD TO STEEL
PIPE SIZE SUPPORT PIPE SIZE
40 25 SCHEDULE 40
50 40 SCHEDULE 40
80 50 SCHEDULE 40
100 50 SCHEDULE 40
150 80 SCHEDULE 40
200 80 SCHEDULE 40
250 100 SCHEDULE 40
300 100 SCHEDULE 40
350 150 SCHEDULE 40
0.60m
.2 m m
US Army Corps of Engineers ®
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PIPE PENETRATION NON-RATED WALL
NTSF5
PIPE PENETRATION RATED WALL
NTSB8
RISER CLAMP WITH LUGS
NTSA5
PIPE SADDLE SUPPORT
NTSA1
BASE PLATE
NTSD7
FLOOR SUPPORT1
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FREE STANDING FIRE DEPARTMENT
INLET CONNECTION 1828.8 MAX FROM
EDGE OF PAVEMENT OR CURB
BRASS CAP AND CHAINS
BOLLARDS: 150 DIA SCH 40 STEEL PIPE
PAINT PER SPEC (TYP 2 PIPES)FILL WITH
CONCRETE AND ROUND OFF TOP WITH
GROUT PLUG. 609.6 EACH SIDE AND 304.8
TO FRONT, TYP OF 4
EDGE OF PAVEMENT OR CURB
914.4 SQUARE, 100 THICK CONCRETE
PAD W/ 152.4x152.4 W114.3xW114.3
WWF
FINISH GRADE
100 PIPE MIN TO BUILDING FP SYSTEM.
SLOPE TO AUTO BALL DRIP(S)
AUTO BALL DRIP
WRAP 3 TIMES WITH FELT PRIOR
TO POURING CONCRETE
ONE CUBIC METER OF WASHED
GRAVEL SURROUND WITH
DUPONT " TYPAR" GEO FABRIC
OR EQUAL
1066.8 OR AS REQUIRED BY FIRE MARSHALL
914.4 MH COVER
914.4 DIA SECTION OF CONCRETE
PIPE
CONCRETE
ENCASEMENT
BOLLARD. PROVIDE 1219.2
CLEARANCE TO FDC.
100 PIPE MIN TO BUILDING FP SYSTEM.
SLOPE TO AUTO BALL DRIP(S)
914.4 DIA SECTION OF
CONCRETE PIPE
.4
M
IN
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.8
152.4
152.4
FDC
SHUT
150 DIA. SCH. 40 STEEL PIPE
(TYP 4 PIPES) FILL W/CONC
& ROUND-OFF TOP W/ GROUT
PLUG. PAINT PER SPEC.
150 FIRE MAIN
CONCRETE ENCASEMENT
812.8 TO 1016 PER NFPA 13:
8.16.1.3.1
PIV BODY WITH TELESCOPING BARREL
TAMPER SWITCH
CONDUIT
FINISH GRADE
1066.8 MIN
1066.8 MIN
1066.8 MIN
PROVIDE PADLOCK AS REQUIRED
NON-RISING STEM SHUT-OFF
VALVE
914x914x152 THICK CONC PAD W/ 152x152 W114xW114 WWF
914x914x152 THICK CONC PAD W/ 152x152 W114xW114 WWF
WRAP PIV 3 TIMES WITH FELT
PRIOR TO POURING CONCRETE
914.4 MIN COVER
PROVIDE 1219 CLEARANCE
AROUND PIV
1219 CLEARANCE
SUPPORT ARMOVER WHEN TOTAL
DEVELOPED LENGTH EXCEEDS 609.6
TYPICAL CONCEALED OR RECESSED
SPRINKLER HEAD. SEE DETAIL A4/F-504
CEILING TILE
CEILING GRID
NOTE:
UTILIZE RETURN BEND TO CENTER PENDENT
SPRINKLER IN ACOUSTICAL TILE OR TO ALIGN
SPRINKLER SYMMETRICALLY IN SMOOTH CEILINGS.
PRESSURE GAUGE
PRESSURE RELIEF VALVE
INLET
OUTLET
NOTE:
PROVIDE CORRECT ORIFICE SIZE IN VALVE TO
MATCH SPRINKLER HEADS IN SYSTEM.
SITE GLASS
BALL VALVE
GLOBE VALVE
US Army Corps of Engineers ®
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FREE STANDING FDC NTSD7
POST INDICATOR VALVE
NTSA1
RETURN BEND
NTSA8
TEST/DRAIN
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SEISMIC BRACING NOTES:
A. SEISMIC BRACING SHALL BE PROVIDED PER
NFPA 13 (2016 EDITION)
B. LONGITUDINAL BRACES SHALL BE ALLOWED
TO ACT AS LATERAL BRACES WHERE THEY
ARE INSTALLED WITHIN 609.6 OF PIPING WHICH
IS BRACED LATERALLY AND VICE VERSA PER NFPA 13.
C. LATERAL SWAY BRACING SHALL NOT BE
REQUIRED ON PIPES INDIVIDUALLY SUPPORTED
BY RODS LESS THAN 152.4 LONG PER NFPA 13.
D. EACH RUN OF PIPE BETWEEN A CHANGE IN
DIRECTION SHALL BE PROVIDED WITH BOTH
LATERAL AND LONGITUDINAL BRACING.
EXCEPTION: PIPE RUNS LESS THAN 3.66 M PER NFPA 13.
E. DO NOT ATTACH BRACING TO METAL DECKING
FOUR-WAY BRACE
LATERAL BRACE AT BEAM
LONGITUDINAL BRACE
SYMBOLSYMBOL
SYMBOL
FASTENER AS REQUIREDFASTENER AS REQUIRED
ANGLE PER NFPA 13, 45 DEG MIN
PIPE CLAMP
PIPE CLAMP
PIPE CLAMP
MAY PIVOT IN ANY DIRECTION MAY PIVOT IN ANY DIRECTION
PIPE CLAMP FOR SWAY
BRACE
MAIN PIPE
MAIN PIPE
MAIN PIPE
MAIN PIPE
SWAY BRACE FITTING
25.4 SCHEDULE 40 BRACE PIPE
25.4 SCHEDULE 40 BRACE PIPE
25.4 SCHEDULE 40 BRACE PIPE
25.4 SCHEDULE 40 BRACE PIPE
BEAM
BEAM
BEAM
BEAM CLAMP BEAM CLAMP
NOTES:
A. PROVIDE SPARE SPRINKLERS AND CABINETS IN ACCORDANCE WITH NFPA 13,
6.2.9.
B. THE REQUIRED NUMBER STIPULATED IN NFPA APPLIES TO EACH TYPE (STYLE
AND RATING) IF FEWER THAN SIX OF A PARTICULAR TYPE, PROVIDE TWO SPARE
SPRINKLERS.
C. MOUNT ON WALL NEAR FIRE SPRINKLER RISER AT 1.524 M ABOVE FINISHED
FLOOR.
D. MOUNT ON WALL NEAR FIRE SPRINKLER RISER AT 1.524 M ABOVE FINISHED
FLOOR
E. PROVIDE WRENCH FOR EACH TYPE OF SPRINKLER HEAD
CHART FOR SPRINKLER
HEADS PER NFPA 13.
NOTES:
A. SECURE SYSTEM SIGN TO ALARM VALVE
WITH CHAIN. THE IDENTIFICATION SIGN
SHALL BE IN ACCORDANCE WITH NFPA
13, PARAGRAPH 25.5.
B. GENERAL INFORMATION SIGN SHALL
ALSO BE PROVIDED PER NFPA, 13
PARAGRAPH 25.6 REQUIREMENTS AND
SECURED TO THE FIRE RISER.
C. SIGNS SHALL BE RED WITH WHITE
LETTERING.
D. SIGNS SHALL BE CONSTRUCTED OF
CORROSION RESISTANT METAL.
E. CONTRACTOR TO FILL-IN SIGNS PRIOR
TO ACCEPTANCE TEST.
THIS BUILDING IS PROTECTED BY A
HYDRAULICALLY DESIGNED
AUTOMATIC SPRINKLER SYSTEM
LOCATION
NO. OF SPRINKLERS
BASIS FOR DESIGN
SYSTEM DEMAND
1. WATER FLOW RATE
3. STATIC PRESSURE
2. RESIDUAL
PRESSURE AT THE
BASE OF THE RISER
4. OCCUPANCY
CLASSIFICATION
5. HOSE STREAM
6. CONTRACTORS NAME
FOR
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No
Yes No ft ft psi psi gpm psi psi psi
Date:
Flow test Data:
Static:
Resid:
Flow:
Pitot:
Date:
Location:
Location of aux/low point drains:
Original main drain test results:
Static:
Residual:
High-piled storage
Rack storage:
Commodity class:
Max storage ht
Aisle width (min)
Encapsulation
Solid shelving:
Flammable/ combustible liquids
Other storage:
Hazardous materials:
Idle pallets:
Antifreeze systems
Location:
Dry or aux systems
Location:
Name of contractor or designer:
Address:
Phone:
HYDRAULIC SYSTEM SPRINKLER SYSTEM - GENERAL INFORMATION
1. DENSITY
2. DESIGNED AREA OF
DISCHARGE
US Army Corps of Engineers ®
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NTSE1
SEISMIC BRACING
NTSA1
SPARE SPRINKLER CABINET
NTSA5
SYSTEM INDENTIFICATION SIGN
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NOTES:
A. TANK DIMENSIONS ARE APPROX
AND VARY BY MANUFACTURER.
B. SEE EXTERIOR COLOR LIST FOR
TANK & TANK ACCESSORIES.
GRADE
47x157.48 CM DP STV x 244 CM WITH 1 STR PCH.
47x152.40 CM SP STV x 244 CM
47x157.48 CM DP STV x 244 CM WITH…
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