Amendment_0006_-_2-Bay_MX_Hangar_Plans.docx.pdf
PDF 6 MB Posted
- Attached to
- KC 46A Two Bay General Purpose MX Hangar Federal contract opportunity
- Solicitation number
- W912DS-19-R-0001
About this file
2 Bay MX Hangar Plans
View the file
Other files for this federal contract opportunity
Show all 39
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
REMOVE CAP AND
FILL WITH
SEALANT
STOP REINFORCING AT
JOINT. SEE FOUNDATION
PLAN FOR REINF SIZE.
REINFORCED
CONCRETE SLAB. SEE
FOUNDATION PLAN FOR
THICKNESS.
VAPOR BARRIER
6" CAPILLARY
WATER BARRIER
COMPACTED SUBGRADE.
SEE FOUNDATION
GENERAL NOTES
GALV.
METAL
FORM WITH
KEYWAY
18" GRANULAR
FILL
1-IN. DIA. BAR @
16" O.C. (6"
EMBED. EACH
SIDE). OIL ONE
END OF DOWEL.
FILL WITH SEALANT
CREATE 1/8" WIDE GROOVE BY
TOOLING (OR SAW CUTTING
WITHIN 4 TO 12 HOURS AFTER
POUR) DURING FINISHING
OPERATIONS IN ACCORDANCE
WITH SPECIFICATIONS.
REINFORCED
CONCRETE SLAB. SEE
FOUNDATION PLAN FOR
THICKNESS.
CUT REINF. AT
JOINT. SEE PLAN
FOR REINF. SIZE.
VAPOR
BARRIER
6" CAPILLARY
WATER BARRIER
COMPACTED SUBGRADE
PER FOUNDATION
GENERAL NOTES
18" GRANULAR
FILL
3" 3"
CONCRETE
FOUNDATION WALL DOOR OPENING
CONCRETE
FOUNDATION WALL
2"
CLR
#30 FELT
BOND
BREAKER
REINFORCED
CONCRETE
SLAB
(2) #4 REENTRANT
CORNER BARS
COLUMN ENCASEMENT
CONCRETE SLAB
ISOLATION JOINT.
SEE DETAIL E6/S-501
STEEL
COLUMN
SE
E
PL
AN
N O
TE
S
ADDITIONAL OPENING REINF.:
USE SAME NUMBER OF LAYERS AND
SIZE AS REGULAR WALL OR SLAB
REINFORCING, AT SLAB USE (2) #4 MIN.
(TYP.)
6"
RECTANGULAR
OR ROUND
PENETRATION
(OPENING)
(T
YP
2"
C
LR
TYPICAL CONCRETE
SLAB OR WALL
REINFORCEMENT
(2) #4x4'-0"
AT 4" OC AT
MID-DEPTH OF
SLAB (TYP.)
4 SETS OF #4x4'-0" AT
4" OC AT MID-DEPTH
OF SLAB(2) #4x4'-0" AT 4" OC
AT MID-DEPTH OF SLAB
WHERE STAGGERING JOINTS
CANNOT BE AVOIDED (TYP.)
C.J.
C.J.
ISOLATION
JOINTS (TYP.)
C.J.C.J.
(2) #4x4'-0" AT 4" OC
AT MID-DEPTH OF SLAB FOR
RE-ENTRANT CORNERS AND
12"x12" OPENING OR LARGER
C.J.
STEM WALL
OR COLUMN
ENCASEMENT
CONCRETE SLAB
#30 FELT
BOND
BREAKER
FULL DEPTH
OF SLAB
(2) #4x4'-0" BARS AT 45
DEGREES TO THE
CORNER
CLR
.2"
2"
TOOL EDGE AND FILL
WITH SEALANT
SEE FOUNDATION
PLAN FOR SLAB SIZE
AND REINF SIZE.
VAPOR BARRIER
6" CAPILLARY WATER
BARRIER
COMPACTED
SUBGRADE SEE
FOUNDATION GENERAL
NOTES
1/2" THICK
PREFORMED JOINT
FILLER
FOUNDATION,
STEMWALL (OR OTHER
STRUCTURE)
FIN.
GRADE
18" GRANULAR
FILL
PERIMETER RIGID
INSULATION, SEE ARCH.
COLUMN AND BASE PLATE
ISOLATION JOINT
SEE E6/S-501
CONTRACTION/
CONSTRUCTION
JOINT (TYP.)
CONTRACTION/
CONSTRUCTION
JOINT (TYP.)
COLUMN ENCASEMENT.
FILL AROUND COLUMN
WITH CONCRETE AFTER
SLAB AND COLUMNS
HAVE BEEN PLACED
3" MIN.
NOTES:
1. CONTRACTION JOINTS WILL NOT LINE UP AT THE CORNER OF THE
DIAMOND AT ALL LOCATIONS. WHERE JOINTS DO NOT LINE UP TO THE
CORNERS, REENTRANT CORNER BARS MUST BE PLACED AS SHOWN
ON TYPICAL CONCRETE DETAILS. SEE E9/S-501.
2. COLUMN ENCASEMENT SHALL BE POURED A MINIMUM OF 28 DAYS
AFTER SLAB HAS BEEN POURED TO ALLOW FOR SHRINKAGE OF SLAB
CONCRETE.
CONCRETECONC STEM WALL CONC STEM WALL
3" CLR.
COLUMN AND BASE PLATE
COLUMN
ENCASEMENT. FILL
AROUND COLUMN
WITH CONCRETE
AFTER SLAB AND
COLUMNS HAVE
BEEN PLACED.
EDGE OF SLAB / ISOLATION
JOINT BETWEEN SLAB AND
FOUNDATION STEM WALL
ISOLATION JOINT
CONTRACTION JOINT, (TYP.)
NOTE:
CONTRACTION JOINTS WILL NOT LINE UP AT THE
CORNER OF THE DIAMOND AT ALL LOCATIONS.
WHERE JOINTS DO NOT LINE UP TO THE CORNERS,
REENTRANT CORNER BARS MUST BE PLACED AS
SHOWN ON DETAIL E9/S-501.
COLUMN AND
BASE PLATE
COLUMN
ENCASEMENT WITH
SONOTUBE. FILL
AROUND COLUMN
WITH CONCRETE
AFTER SLAB AND
COLUMNS HAVE
BEEN PLACED.
EDGE OF SLAB / ISOLATION
JOINT BETWEEN SLAB AND
FOUNDATION STEM WALL
ISOLATION JOINT
3" CLR.
CONC STEM WALL CONCRETE BLOCKOUT CONC STEM WALL
NOTE:
REFER TO FOUNDATION PLANS FOR LOCATIONS OF
CIRCULAR CONCRETE BLOCKOUTS. USE SONOTUBE
AT THOSE LOCATIONS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
EN
TS
D
ES
C
R
IP
TI
O
N
D . E
LL
ED
G E
S-501
FO
U
N D
A T
IO
N D
ET
A I
LS
J O
IN
T B A
SE
M
C G
U
IR
E/ D
IX
/L
AK
EH
U R
ST
, N
EW
J
ER
SE
Y
F
E D
ER
AL
P
LA
ZA
N
EW
Y O
R K, N Y
C . T
R
AN
C . T
R
AN
A.
M
AG
IN
N
IS
SE
PT
EM
BE
R
RTA SUBMITTAL
KC
-4
6A T
W O
B
AY
G
EN
ER
AL
P U
R
PO
S E M
X H
A N G
AR
BU
I L D
IN
G
PR
O J E
C T
N U
M
BE
R : P
TF
L1
6 3
N
EW
Y O
R K
D
IS
TR
IC
T
N.T.S.E3 TYPICAL CONSTRUCTION JOINT
N.T.S.E1 TYPICAL CONTRACTION JOINT
N.T.S.A6 TYPICAL SLAB REINFORCING AT DOOR OPENING
N.T.S.A1
TYPICAL SECTION THROUGH ISOLATION
JOINT AT COLUMNS
N.T.S.C1 TYPICAL REINFORCING AT CONCRETE SLAB
N.T.S.A4
SLAB-ON-GRADE REINF. AT
OPENING AND BLOCKOUT DETAILS
N.T.S.E9 SLAB REENTRANT CORNER BARS
N.T.S.E6 ISOLATION JOINT AT SLAB PERIMETER
N.T.S.C3 INTERIOR COLUMN ISOLATION JOINT
N.T.S.C6 EXTERIOR COLUMN ISOLATION JOINT
D
EC
CR
CR
CR
CR
CRCR
CR
REX
CRREX
LRLR
LR
LR
CR CR
LRLR
LR
CR
LR LR
CR
LR
CR
PT
CR
LR
CR
LR
CR
LRBMS
CR
CR
BMSMD
BMSMD
CR
CR BMS
BMS BMS
PT
BMS
PT
CR
LR
LR
PT
MD BMS
FD
FDFD
FD
FD FD
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 242117.1 18.1
AREA A
AREA B
AREA A
AREA B AREA C
AREA E AREA D
AREA B AREA C
AREA F AREA E
AREA G AREA B
AREA G
AIR BARRIER ZONE LEGEND
ZONE 1
ZONE 2
ZONE 3
ZONE 4
ZONE 5
ZONE 6
ZONE 7
ZONE 8
MASONRY TIE AT 16" O.C MAX VERT,
24" O.C. MAX HORIZ
BRICK VENEER
STEEL STRUCTURE, RE: STRUCT
RIGID INSULATION R-9.5
MIN.
VAPOR PERMEABLE AIR
BARRIER, WRAP AT ALL
PENETRATIONS
BACKER ROD AND SEALANT AT
PERIMETER OF PENETRATION
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
DR
AW
N
BY
DE
SI
GN
ED
B Y:
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
KE
D
BY
AN
SI
D
IS
SU
E
DA
TE
CO
NT
RA
CT
N O.
SO
LIC
IT
AT
IO
N
NO
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
DA
TE
MA
RK
DE
SC
RI
PT
IO
N
A-003
AI
R
B A R
R
IE
R P
LA
N
O
V E R
AL
L
J O
IN
T B A
SE
M
C G
U
IR
E/ D
IX
/L
AK
EH
U R
ST
, N
EW
J
ER
SE
Y
F
E D
ER
AL
P
LA
ZA
N
EW
Y O
R K , N Y
E M
O R
EH
O
U
SE
E M
O R
EH
O
U
SE
Q R
EM
Y
R W
EN
TE
SE
PT
EM
BE
R
KC
-4
6A T
W O
B
AY
G
EN
ER
AL
P U
R
PO
S E M
X H
A N G
AR
BU
I L D
IN
G
PR
O J E
C T
N U
M
BE
R : P
TF
L1
6 3
N
EW
Y O
R K
D
IS
TR
IC
T
1/16" = 1'-0"A1 AIR BARRIER PLAN - OVERALL
0' 4' 8' 16' 32'
NORTH
GENERAL SHEET NOTES
1 REFERENCE SPECIFICATION 07 05 23 PREASURE TESTING AN AIR
BARRIER SYSYTEM FOR AIR TIGHTNESS AND 07 27 10.00 10 BUILDING
AIR BARRIER SYSTEM.
2 REFER TO WALL SECTIONS AND DETAILS FOR CONTINUOUS
EXTERIOR AIR BARRIER.
3 AIR BARRIER AT EXTERIOR WALLS IS A SPRAY APPLIED VAPOR
PERMEABLE AIR BARRIER ON CMU AND STRUCTURAL INSULATED
METAL WALL PANELS.
4 AIR BARRIER AT ROOF IS A SELF ADHERING UNDERLAYMENT UNDER
THE 2" STANDING SEAM METAL ROOF AND A SLIP SHEET.
5 AIR BARRIER AT INTERIOR WALLS ARE PAINTED CMU (3 COAT
PAINT SYSTEM) OR PAINTED GYPSUM BOARD. (RE: PLANS AND WALL
TYPES)
6 ALL JOINTS AT OPENINGS, TRANSITIONS AND PENETRATIONS
SHALL BE SEALED WITH BACKER ROD AND SEALANT. FIRESTOP
MATERIAL AT RATED ASSEMBLIES SHALL MEET AIR BARRIER
REQUIREMENTS.
7 ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATIONS
SHALL BE SEALED WITH EXPANSION FOAM AND SEALANT.
8 ALL AREAS NOT LABELED INSPECTION ONLY ARE TO BE TESTED IAW
SPECIFICATIONS
ZONE 1
(Inspection Only)
ZONE 2
(Inspection Only)
ZONE 3
(Inspection Only)
ZONE 4
(Inspection Only)
ZONE 5 ZONE
ZONE 7
ZONE 8
1" = 1'-0"F1
TYPICAL AIR BARRIER @ WALL
PENETRATION
0' 1' 2'3" 6"
RD
EV
IS
ED
IN
R
ES
PO
NS
E
TO
B
ID
D E R
IN
QU
IR
IE
S
AN
D
RE
VI
EW
R
ES
PO
NS
E 0 5
D
EC
1 8
FINISH FLOOR
0'-0"
T.O. MASONRY
12'-0"
OP
AE312
A4
AE312
C4
PREFINISHED METAL FASCIA
2" STANDING SEAM METAL ROOF ON SLIP SHEET,
ON SELF ADHERING UNDERLAYMENT, ON 1/2" HD
POLYISO BOARD, ON MIN. R-31 RIGID INSULATION,
ON 5/8" GLASS MAT SHEATHING, ON METAL DECK
STRUCTURAL INSULATED METAL
WALL PANEL R-26 MIN.
INSULATED TRANSLUCENT
SANDWICH PANEL
8" CAST STONE BAND
BRICK VENEER
EXTERIOR LIGHT FIXTURE, RE:
ELECTRICAL
VERTICAL LIFT FABRIC DOOR HOIST
VERTICAL LIFT FABRIC DOOR
HOIST
VERTICAL LIFT FABRIC DOOR
STACK SPACE
VERTICAL LIFT FABRIC DOOR
FOLDED MULLION
STRUCTURAL INSULATED METAL
WALL PANEL R-26 MIN
CLEAR OPENING SIDE DOORS
44'-0"
INSULATED TRANSLUCENT
SANDWICH PANEL
AE312
B8
MINIMUM 26 GAUGE SHEET STEEL
DRAFT CURTAIN TO THE BOTTOM OF
STRUCTURE. CONNECTIONS BY MFR
CATWALK GUARD RAIL
CATWALK ACCESS LADDER WITH
PERSONAL FALL ARREST SYSTEM
CATWALK GRATE
CATWALK GUARD RAIL
CATWALK ACCESS LADDER WITH
PERSONAL FALL ARREST SYSTEM
CATWALK GRATE
2X BRICK SOLDIER COURSE
APRON PAVEMENT RE: AIRFIELD
PAVING PLANS
STRUCTURAL INSULATED METAL WALL
PANEL R-26 MIN. WITH ROD AND SEALANT TO
CLOSE OFF EXTERIOR AIR FLOW
OP
CLEAR OPENING SIDE DOORS
44'-0"
STRUCTURAL INSULATED METAL WALL
PANEL R-26 MIN
INSULATED TRANSLUCENT
SANDWICH PANEL
VERTICAL LIFT FABRIC DOOR (CLOSED)
VERTICAL LIFT FABRIC DOOR FOLDED MULLION
AE312
A8
VERTICAL LIFT FABRIC DOOR STACK
SPACE
SOFFIT EXTRUSION W/ WEEPS, BY SIP
OP
INSULATED METAL WALL PANEL
INSULATED TRANSLUCENT SANDWICH PANEL
VERTICAL LIFT FABRIC DOOR STACK SPACE
VERTICAL LIFT FABRIC DOOR HOIST
(UPPER CATWALK)
AE312
A8
PANEL CLIP AND
FASTENER
PANEL END FLASHING
STRUCTURAL INSULATED
METAL WALL PANEL R-26 MIN.
INSULATED TRANSLUCENT
SANDWICH PANEL
SILL FLASHING AND
DRIP EDGE
ROD AND SEALANT
PANEL CLIP AND FASTENER
PANEL END FLASHING
INSULATED TRANSLUCENT
SANDWICH PANEL
STRUCTURAL INSULATED METAL
WALL PANEL R-26 MIN
ALIGN
STRUCTURAL STEEL
FRAMING, BELOW
JAMB FRAMING RE:
STRUCTURAL FOR SIZE
AND CONNECTIONS
CONTINUOUS SEALANT
WITH BACKER RODALIGN
STRUCTURAL INSULATED
METAL WALL PANEL R-26 MIN.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
DR
AW
N
BY
DE
SI
GN
ED
B Y:
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
KE
D
BY
AN
SI
D
IS
SU
E
DA
TE
CO
NT
RA
CT
N O.
SO
LIC
IT
AT
IO
N
NO
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
DA
TE
MA
RK
DE
SC
RI
PT
IO
N
AE312
W
AL
L
SE
C T I
O N
S
J O
IN
T B A
SE
M
C G
U
IR
E/ D
IX
/L
AK
EH
U R
ST
, N
EW
J
ER
SE
Y
F
E D
ER
AL
P
LA
ZA
N
EW
Y O
R K , N Y
J
LA
R
SS
O N
G U
EC
KE
R
Q R
EM
Y
R W
EN
TE
SE
PT
EM
BE
R
AMENDMENT 0001
KC
-4
6A T
W O
B
AY
G
EN
ER
AL
P U
R
PO
S E M
X H
A N G
AR
BU
I L D
IN
G
PR
O J E
C T
N U
M
BE
R : P
TF
L1
6 3
N
EW
Y O
R K
D
IS
TR
IC
T
1/4" = 1'-0"A1 TYPICAL WALL SECTION
3/4" = 1'-0"A4 SECTION DETAIL
3/4" = 1'-0"C4 SECTION DETAIL
0' 1' 2' 4' 8' 0' 1' 2' 3'3" 6"
0' 1' 2' 3'3" 6"
0' 0.5' 1'1 1/2" 3"
3" = 1'-0"A8 TRANSLUCENT PANEL SILL DETAIL
0' 0.5' 1'1 1/2" 3"
GENERAL SHEET NOTES
1 FINISH FLOORELEVATION OF 0'-0" IS
EQUIVALENT TO 120.85' CIVIL ELEVATION.
2 PROVIDE SEALANT AT INSULATED METAL
PANELS PER MANUFACTURERS
RECOMENDATIONS
3 FOR INSULATED METAL PANELS PROVIDE
CONNECTIONS TO STRUCTURE PER THE
MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR SHALL PROVIDE SHIMS,
PLATES, ANGLES, ETC. AS REQUIRED TO
MAKE THOSE CONNECTIONS.
4 THE CONTRACTOR SHALL COORDINATE
ALL OPENINGS AND CHANGES IN
MATERIAL WITH THEIR CONNECTIONS TO
STRUCTURE PRIOR TO FABRICATION.
3" = 1'-0"B8 TRANSLUCENT PANEL HEAD DETAIL
3" = 1'-0"D8 TRANSLUCENT PANEL JAMB DETAIL
0' 0.5' 1'1 1/2" 3"
AM
E N
DM
EN
T
0 0
IN
R
E S
PO
NS
E
TO
B
ID
DE
R
IN
QU
IR
IE
S
0 5 D
EC
HEAD FLASHING BY WALL
MANUF. CAULK/SEAL AS REQ'D
PREFINISHED METAL LOUVER
TO MATCH ADJACENT WALLS
SEALANT PER MFR RECOMMENDATIONS
CLIPS AND FASTENERS PER MANUFACTURER
RECOMMENDATIONS
STRUCTURAL INSULATED METAL WALL
PANEL R-26 MIN.
METAL END CAP SEALED TO
WALL PANEL PER MANUF.
REQUIREMENTS
BIRD SCREEN
LOUVER HEAD FRAMING RE:
STRUCTURAL FOR SIZE AND
CONNECTION
ROD AND SEALANT TYP.
4" METAL LOUVER
RE: SPECS
SEALANT AND BACKER ROD
STRUCTURAL INSULATED METAL WALL PANEL R-26 MIN.
SEALANT
BIRD SCREEN
PANEL END CAP
LOUVER JAMB FRAMING
RE: STRUCTURAL FOR
SIZE AND CONNECTION
PREFINISHED METAL LOUVER TO
MATCH ADJACENT WALLS
SEALANT AND BACKER ROD
PREFINISHED SILL
FLASHING
CLIPS AND FASTENERS PER MFR RECOMMENDATIONS
STRUCTURAL INSULATED METAL
WALL PANEL R-26 MIN
SEALANT PER MFR RECOMMENDATIONS
BIRD SCREEN
LOUVER SILL FRAMING
RE: STRUCTURAL FOR
SIZE AND CONNECTION
METAL LOUVER
RE: SPECS
BIRD SCREEN
MECH. DUCT RE: MECHANICAL
FOR SIZE AND PLACEMENT
LOUVER JAMB FRAMING
RE: STRUCT FOR SIZE AND
CONNECTION
INSULATED LOUVER BLANK OFF
PANEL MECHANICALLY FASTENED
ROD AND SEALANT TYP.
METAL LOUVER
RE: SPECS
SEALANT AND BACKER
ROD
PRE FINISHED SILL
FLASHING
CLIPS AND FASTENERS PER
MANUFACTURER
RECOMMENDATIONS
STRUCTURAL INSULATED
METAL WALL PANEL R-26 MIN
SEALANT PER MFR
RECOMMENDATIONS
BIRD SCREEN
LOUVER SILL FRAMING RE: STRUCT
FOR SIZE AND CONNECTION
LOUVER HEAD FRAMING RE: STRUCT
FOR SIZE AND CONNECTION
MECH DUCT, RE: MECHANICAL FOR
SIZE AND PLACEMENT
INSULATED LOUVER BLANK OFF
PANEL MECHANICALLY FASTENED
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
DR
AW
N
BY
DE
SI
GN
ED
B Y:
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
KE
D
BY
AN
SI
D
IS
SU
E
DA
TE
CO
NT
RA
CT
N O.
SO
LIC
IT
AT
IO
N
NO
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
DA
TE
MA
RK
DE
SC
RI
PT
IO
N
AE504
D
ET
AI
L S
J O
IN
T B A
SE
M
C G
U
IR
E/ D
IX
/L
AK
EH
U R
ST
, N
EW
J
ER
SE
Y
F
E D
ER
AL
P
LA
ZA
N
EW
Y O
R K , N Y
J
LA
R
SS
O N
K G
O O
D
SO
N
Q R
EM
Y
R W
EN
TE
SE
PT
EM
BE
R
AMENDMENT 0001
KC
-4
6A T
W O
B
AY
G
EN
ER
AL
P U
R
PO
S E M
X H
A N G
AR
BU
I L D
IN
G
PR
O J E
C T
N U
M
BE
R : P
TF
L1
6 3
N
EW
Y O
R K
D
IS
TR
IC
T
3" = 1'-0"E6 LOUVER HEAD DETAIL
3" = 1'-0"C6 LOUVER JAMB DETAIL
3" = 1'-0"A6 LOUVER SILL DETAIL
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3" 3" = 1'-0"E1 LOUVER INFILL PLAN DETAIL
3" = 1'-0"A1 LOUVER INFILL SECTION DETAIL
0' 0.5' 1'1 1/2" 3"
0' 0.5' 1'1 1/2" 3"
GENERAL SHEET NOTES
1 PROVIDE SEALANT AT INSULATED METAL
PANELS PER MANUFACTURERS
RECOMENDATIONS
2 FOR INSULATED METAL PANELS PROVIDE
CONNECTIONS TO STRUCTURE PER THE
MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR SHALL PROVIDE SHIMS,
PLATES, ANGLES, ETC. AS REQUIRED TO
MAKE THOSE CONNECTIONS.
3 THE CONTRACTOR SHALL COORDINATE
ALL OPENINGS AND CHANGES IN
MATERIAL WITH THEIR CONNECTIONS TO
STRUCTURE PRIOR TO FABRICATION.
AM
E N
DM
EN
T
0 0
IN
R
E S
PO
NS
E
TO
B
ID
DE
R
IN
QU
IR
IE
S
0 5 D
EC
1 8
1 1
BMSBMS
FDFDD
E
F
G
H
I
J
7 8 9 10 11 13 15 16 17 18
AREA C
AREA DAREA E
AR
EA
A
AR
EA
A
AREA BAREA B
AREA EAREA F
AREA G
A-4 A-6 F-2
F-3
A-5
A-7
A-7 A-9
A-9
A-9
A-9
A-10A-10
A-10
A-10 A-8
A-8
A-13
D-3
F-10
F-5
F-5
F-7
F-7
F-6
C-5
A-4
A-5 A-6
D-1
D-1D-1
D-1
D-1
A-4
A-4A-4
C-5
A-11
A-13
A-12
A-11
A-14
A-14
A-14
A-14
TIRE SHOP
CTK
CORRIDOR
VESTIBULE
OFFICE
OFFICE
HAZMAT
HANGAR 2
HANGAR 1
CORRIDOR
A-6
F-8
F-8
16 16
F-8
F-9 F-9
F-8
F-8
F-1 F-1
P
12 11 10 12 11 10F-1
D-3
D-4
D-4
D-5
17.1 18.1
C-3
C-3
C-3
F-13 F-13
F-13 F-13
C-2
C-2C-2
C-2 C-2 P
D-2 D-2
A-1 DRY ERASE BOARD
A-2
A-3 ROUND WALL CLOCK
A-4 7 GALLON WASTEBASKET
A-5
A-6 23 GALLON RECYCLE BIN
A-7 55 GALLON DRUM
A-8 50 GALLON RECYCLE BIN
C-1 GUEST CHAIR
C-2 TASK CHAIR
C-3 INDUSTRIAL CHAIR
C-4 LOCKER BENCH (CONST. COST)
D-1 L-SHAPED DESK
E-1 REFRIGERATOR
E-2 COUNTERTOP MICROWAVE
E-3 DISHWASHER
E-4 UNDERCOUNTER ICE MACHINE
E-5 COFFEE MAKER
F-1 LATERAL FILE CABINET
F-2 LOCKERS (CONST. COST)
LOCKERS (CONST. COST)
24 GALLON WASTEBASKET
D-3
HEIGHT ADJUSTABLE DESK
F-3 F-4
MODULAR STORAGE UNITF-5
F-6
BREAK ROOM TABLET-1
S-1 SYSTEMS FURNITURE
S-2 P
T-2 COMPUTER CHECK TABLE
FURNITURE KEY
SYSTEMS FURNITURE
PRINTER/COPIER (NIC)
A-9 55 GALLON DRUM
A-10 TRASH RECEPTACLE
WORK BENCH
D-2
LOCKERS (CONST. COST)
BULK STORAGE RACK
C-5 SIT/STAND STOOL
F-7 BULK STORAGE RACK
F-8 FLAMMABLE SAFETY CABINET
F-9 HAZARDOUS MATERIAL SAFETY CABINET
F-10 BULK STORAGE RACK
F-11 MODULAR STORAGE UNIT
F-12 F-13
MODULAR STORAGE UNIT
TIRE STORAGE CAROUSEL (CONST. COST)
BULLETIN BOARD
A-11 ANTI-FATIGUE MAT
A-12 A-13 A-14 A-15
ANTI-FATIGUE MAT
ANTI-FATIGUE MAT
ANTI-FATIGUE MAT
ANTI-FATIGUE MAT
D-4 WORK BENCH
D-5 WORK BENCH
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
DR
AW
N
BY
DE
SI
GN
ED
B Y:
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
KE
D
BY
AN
SI
D
IS
SU
E
DA
TE
CO
NT
RA
CT
N O.
SO
LIC
IT
AT
IO
N
NO
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
DA
TE
MA
RK
DE
SC
RI
PT
IO
N
IF103
FU
R
N
IT
U R
E
PL
A N
AR
EA
B
J O
IN
T B A
SE
M
C G
U
IR
E/ D
IX
/L
AK
EH
U R
ST
, N
EW
J
ER
SE
Y
F
E D
ER
AL
P
LA
ZA
N
EW
Y O
R K , N Y
A
EY
TC
H
ES
O
N
A
EY
TC
H
ES
O
N
Q R
EM
Y
D C
AV
IN
SE
PT
EM
BE
R
KC
-4
6A T
W O
B
AY
G
EN
ER
AL
P U
R
PO
S E M
X H
A N G
AR
BU
I L D
IN
G
PR
O J E
C T
N U
M
BE
R : P
TF
L1
6 3
N
EW
Y O
R K
D
IS
TR
IC
T
1/8" = 1'-0"A1 FURNITURE PLAN - AREA B
A
KEY PLAN
B
E
G
F
C
D 0' 2' 4' 8' 16'
NORTH
SHEET KEYNOTES
1 GRAY STORAGE SHELF (NIC)
2 BEARING LOCKER (NIC)
3 BLUE STORAGE BIN (NIC)
4 BLUE STORAGE SHELF (NIC)
5 BENCHSTOCK STORAGE BIN (NIC)
6 TOOLBOX MTWTVIDMR (NIC)
7 TOOLBOX MNWT286TR (NIC)
8 TOOLBOX MNWT285TR (NIC)
9 PARTS CART (NIC)
10 COMPRESSOR (NIC)
11 NITROGEN STORAGE BOTTLES (NIC)
12 INFLATION CAGE (NIC)
13 TIRE RACK (NIC)
14 TIRE STACKER (NIC)
15 SMALL TIRE RACK (NIC)
16 VERTICAL LIFT MODULE (NIC)
17 463L PALLET (NIC)
18 NOT USED
19 LASER (NIC)
20 PARTS DRYER (NIC)
21 ULTRASONIC CLEANER (NIC)
GENERAL SHEET NOTES
A. DETAILED INFORMATION FOR THE FURNITURE
REFERENCED ON THIS SHEET CAN BE FOUND
IN THE FF&E PACKAGE.
RE
VI
SE
D
IN
R E S
PO
NS
E
TO
B
ID
DE
R
IN
QU
IR
IE
S
AN
D R E
VI
EW
R
ES
PO
NS
E 0 5
D
EC
F S
A
MECHANICAL
ELECTRICAL
COMM
GO-81
BREAK
CTK
TIRE SHOP
CORRIDOR
WOMEN
MEN
JANITOR
VESTIBULE
VESTIBULE
P
P
P
P P
P
P
P
15 WP
WP
WP
WP WP WP
7 8 9 10 11 13 15 16 17
E
D
C
B
A
12 18
3030 30
L O
C
X M
IT
LOCKER
112A
LOCKER
116C
SHOWER
116B
CORRIDOR
CORRIDOR
CORRIDOR
15 WP
R
R
R
R
P
LCD LCD
LCDLCD
L C
D
L C
D
L C
D
WP
R
R
R
R
F A
C U
M M
M M
M M
M M
A R
E A
A
A R
E A
A
A R
E A
B
A R
E A
G
A R
E A
C
A R
E A
B
A R
E A
A
A R
E A
A
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
E S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA102
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
A
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A1
FIRE ALARM FLOOR PLAN - AREA A
A
KEY PLAN
B
E
G
F
C
D
DXAC-1 SUPPLY
DXAC-1 SHUTDOWN
DXAC-2 SUPPLY
DXAC-2 SHUTDOWN
HIGH VOLUME LOW SPEED FAN DSF-10 SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
IRH 9 SHUTDOWN
IRH 10 SHUTDOWN
-3
-2
RSFACU DISCHARGE
RSFACU ALARM
RSFACU SUPERVISORY
RSFACU TROUBLE
OFFICE
OFFICE
CTK
TIRE SHOP
CORRIDOR
WOMEN
JANITOR
HAZMAT
VESTIBULE
P
177 WP
177 WP
WP
7 8 9 10 11 13 15 16 17
J
I
H
G
F
E
D
12 18
177 WP
177 WP 75
LOC
LOCKER
112A
SHOWER
116B
CORRIDOR
177 WP 177 WP
MM
LTSMM
LTS
R
R
R
P
L C
D
L C
D
CTK
75 75 R
R
R
AREA E
A R
E A
A
A R
E A
A
AREA BAREA B
AREA EAREA F
AREA G
A R
E A
B
A R
E A
G
A R
E A
C
A R
E A
B
P P
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA103
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
B
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A1
FIRE ALARM FLOOR PLAN - AREA B
A
KEY PLAN
B
E
G
F
C
D
HIGH VOLUME LOW
SPEED FAN DSF-9
SHUTDOWN
HIGH VOLUME LOW
SPEED FAN DSF-6
SHUTDOWN
HIGH VOLUME LOW
SPEED FAN DSF-2
SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
IRH-11 SHUTDOWN
IRH-12 SHUTDOWN
IRH-13 SHUTDOWN
-3
-2
TR
ELECTRICAL
FIRE PUMP
AND RISER
P WP
WP P
177 WP
WP
WP
19 20 21 24
J
I
H
G
F
E
D
P
P
177 WP177 WP
177 WP
177 WP
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
MM
INVERTER
MM
MM
MM
MM
LTS
MM
LTS
MM
LTS
MM
LTS
R
R
P
L C
D
L C
D
LC
D
P
P
MM
MM
MM
MMAREA C
AREA DAREA E
A R
E A
A
AREA B
A R
E A
C
A R
E A
B
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA104
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
C
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A2
FIRE ALARM FLOOR PLAN - AREA C
A
KEY PLAN
B
E
G
F
C
D
SUCTION CONTROL VALVE
DISCHARGE CONTROL VALVE
FIRE PUMP TEST HEADER (NORMALLY CLOSED)
BULK MAIN CONTROL VALVE
ADMIN SPACE WET-PIPE SPRINKLER SYSTEM CONTROL VALVE
EAST HANGAR BAY WET-PIPE SPRINKER SYSTEM CONTROL VALVE
EAST HANGER BAY FOAM SYSTEM CONTROL VALVE
ADMIN SPACE WET-PIPE SPRINKLER SYSTEM
FLOW SWITCH
EAST HANGAR BAY WET-PIPE SPRINKLER SYSTEM FLOW SWITCH
FIRE PUMP RUNNING
PHASE REVERSAL
AC POWER FAILURE
FIRE PUMP REMOTE START
WATER TANK HIGH LIQUID LEVEL
WATER TANK LOW LIQUID LEVEL
WATER TANK LOW TEMPERATURE
HIGH VOLUME LOW
SPEED FAN DSF-5
SHUTDOWN
LOW TEMPERATURE SENSOR
PLAN
NORTH
0' 2' 4' 8' 16'
LOW TEMPERATURE SWITCH
-3
-2
FOAM TEST HEADER CONTROL VALVE (NORMALLY CLOSED)
SURGE TANK CONTROL VALVE
SURGE TANK CONTROL VALVE
FOAM CONCENTRATE CONTROL VALVE
HANGAR 2
WP P
WP P
177 WP
177 WP
WP
WP
17 19 20 21 24
P
O
N
M
L
K
J
MM
LTS
R
L C
D L C
D
AREA C
AREA DAREA E
AREA B
L O
C
WP
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA105
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
D
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A1
FIRE ALARM FLOOR PLAN - AREA D
A
KEY PLAN
B
E
G
F
C
D
HIGH VOLUME LOW SPEED
FAN DSF-7 SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
-3
-2
7 8 9 10 11
15 16 17
P
O
N
M
L
K
J
12 18
177 WP
MM
LTS
MM
LTS
R
R
177 WP 177 WP
177 WP
AREA C
AREA DAREA E
AREA BAREA B
AREA EAREA F
AREA G
P WP
L O
C
WP
P WP
L O
C
WP
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA106
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
E
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A1
FIRE ALARM FLOOR PLAN - AREA E
A
KEY PLAN
B
E
G
F
C
D
HIGH VOLUME LOW
SPEED FAN DSF-4
SHUTDOWN
HIGH VOLUME LOW
SPEED FAN DSF-8
SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
-3
-2
HANGAR 1
P WP
WP
WP
1 3 4 5 6 7
P
O
N
M
L
K
J
MM
LTS
MM
LTS
R
L C
D L C
D
177 WP
177 WP
P WP
MM
FOAM TEST HEADER CONTROL
VALVE (NORMALLY CLOSED)
MM
MM
SURGE TANK CONTROL VALVE
FOAM CONCENTRATE CONTROL VALVE
AREA B
AREA EAREA F
AREA G
L O
C
WP
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA107
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
F
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A2
FIRE ALARM FLOOR PLAN - AREA F
A
KEY PLAN
B
E
G
F
C
D
HIGH VOLUME LOW
SPEED FAN DSF-3
SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
-3
-2
FIRE
SUPPRESSION
AND RISER
ELECTRICAL
125 TR
P WP
P
P WP
WP
WP
WP
WP
1 3 4 5 6 7
J
I
H
G
F
E
D
C
177 WP
P
177 WP
177 WP
INVERTER
MM
MM
MM
MM
BULK MAIN CONTROL VALVE
WEST HANGAR BAY WET-
PIPE SPRINKLER SYSTEM
CONTROL VALVE
WEST HANGAR BAY
FOAM SYSTEM
CONTROL VALVE
WEST HANGAR BAY WET-PIPE
SPRINKLER SYSTEM FLOW
SWITCH
MM
LTS
MM
LTS
MM
LTS
MM
LTS
R
LOW TEMPERATURE SENSOR
L C
D
L C
D
LC
D
MM
FOAM TEST HEADER CONTROL
VALVE (NORMALLY CLOSED)
MM
MM
SURGE TANK CONTROL VALVE
FOAM CONCENTRATE CONTROL VALVE
A R
E A
A
AREA B
AREA EAREA F
AREA G
A R
E A
B
A R
E A
G
FIRE ALARM NOTES
1. SEE SHEET FA101 FOR LEGEND. SEE SHEETS FA501 AND FA502 FOR NOTES,
AND DETAILS.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA108
F
IR
E A
L A
R M
F L O
O R
P L A
N
A R
E A
G
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A1
FIRE ALARM FLOOR PLAN - AREA G
A
KEY PLAN
B
E
G
F
C
D
HIGH VOLUME LOW SPEED
FAN DSF-1 SHUTDOWN
PLAN
NORTH
0' 2' 4' 8' 16'
R
E V
IS
IO
N S
B A
S E
D O
N R
T A
S E
T R
E V
IE
W
-3
-2
FIRE ALARM SYSTEM SEQUENCE OF OPERATION MATRIX
GENERAL ALARM
(MANUAL PULL STATION,
SMOKE DETECTOR)
AUDIO-VISUAL
ALARM
INDICATION
AUDIO-VISUAL
TROUBLE
INDICATION
AUDIO-VISUAL
SUPERVISORY
INDICATION
GENERAL FIRE
ALARM SIGNAL
TO RECEIVING
STATION
COMMON FIRE
ALARM TROUBLE
SIGNAL TO
RECEIVING
STATION
FIRE ALARM
SUPERVISORY
SIGNAL TO
RECEIVING
STATION
INITIATE
GENERAL FIRE
ALARM
AUDIBLE
NOTIFICATION
AND LCD FA
MESSAGE
INITIATE FIRE
ALARM VISUAL
NOTIFICATION
FOAM/WATER DISCHARGE
FROM RSFACU
GENERAL ALARM FROM
RSFACU
COMMON TROUBLE
(OPENS, SHORTS, GROUNDS,
ETC..)
FIRE PUMP RUNNING
DISABLE
GENERAL FIRE
ALARM VOICE
MESSAGE AND
LCD FA
MESSAGE
SHUT DOWN
SUPPY,
RECIRCULATING
, EXHAUST, AND
HIGH VOLUME
SLOW
ROTATING FANS
IN HANGAR BAY
FIRE PUMP TROUBLE SIGNAL
COMMON SUPERVISORY
COMMON FOAM/WATER
SUPERVISORY FROM RSFACU
OPTICAL FLAME DETECTOR
MAINTENANCE DISCONNECT
SUPERVISORY FROM RSFACU
FIRE PUMP SUPERVISORY
(LOSS OF POWER, PHASE
REVERSAL)
HIGH/LOW WATER LEVEL
HANGAR LOW TEMPERATURE
SIGNAL
NON-FOAM/WATER CONTROL
VALVE SUPERVISORY
FOAM/WATER AND
CONCENTRATE CONTROL
VALVE SUPERVISORY
ALARM SILENCE AT FACU OR
FSA
LOW
TEMPERATURE
SUPERVISORY
SIGNAL TO
RECEIVING AND
ENERGY
MANAGEMENT
CONTROL
SYSTEM
INITIATE FOAM
RELEASE
VOICE
MESSAGE AND
LCD FOAM
MESSAGE
FIRE PUMP
START SIGNAL
(REMOTE)
LOW TANK WATER
TEMPERATURE
NON-HANGAR BAY WATER
FLOW FROM SPRINKLER
SYSTEM
FOAM SYSTEM
DISABLED
SUPERVISORY
SIGNAL TO
RECEIVING
STATION
DUCT SMOKE DETECTOR
SHUTDOWN
RESPECTIVE
AHU / ERV /
RTU
INPUT RECIEVED FROM MNS,
LOC MICROPHONE ACTIVATION,
OR LOC PRESET BUTTON
ACTIVATE
MNS AUDIBLE
AND LCD MNS
MESSAGE
HVAC SHUTDOWN FROM LOC
SHUT DOWN
SUPPY,
RECIRCULATING
, EXHAUST, AND
HIGH VOLUME
SLOW
ROTATING FANS
SHUT DOWN
SUPPY,
RECIRCULATING
, EXHAUST, AND
HIGH VOLUME
SLOW
ROTATING FANS
IN TIRE SHOP
COMMON FOAM/WATER
TROUBLE FROM RSFACU
CARBON MONOXIDE DETECTOR
ACTIVATE CO
TEMPORAL 4
ALARM AND CO
MESSAGE
SHUTDOWN
RESPECTIVE
IRH
INITIDATE
WATERFLOW
NOTIFICATION
OPTICAL FLAME DETECTOR
INHIBIT SWITCH SUPERVISORY
FROM RSFACU
HANGAR BAY WATERFLOW
SWITCH
MNS
SUPERVISORY
SIGNAL TO
RECEIVING
STATION
CO ALARM
SIGNAL TO
RECEIVEING
STATION
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA501
F I R
E A
L A
R M
S
E Q
U E
N C
E O
F O
P E
R A
T
IO
N S
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
SCALE: NONE
A1
FIRE ALARM SEQUENCE OF OPERATION MATRIX
R
E V
IS
IO
N S
B A
S E
D O
N R
T A
S E
T R
E V
IE
W
-3
-2
" 5
MANUAL PULL
STATION
FACU
WALL-MOUNTED SPEAKER,
STROBE, OR SPEAKER-STROBE
FSA
LOC
/8
FACU
FLOOR
DUCT SMOKE
DETECTORS
R R
AHU
SHUTDOWN
MANUAL PULL
STATIONS
SPDTO 120 VAC
SPEAKER /
STROBES
SMOKE
DETECTORS
MM
SYSTEM CONTROL
VALVES
P P
XMIT
STROBES
SPEAKER /
STROBES
30 75
SPEAKER /
STROBES
75 30
SPEAKER /
STROBES
30 75
SPEAKER /
STROBES
SPEAKERS SPEAKERS SPEAKERS
WPWP
SPEAKER /
STROBES
MM MMMM MM
FIRE PUMP
RUNNING
FIRE PUMP
PHASE
REVERSAL
FIRE PUMP
AC POWER
LOSS
LOC
R R
HVLS
SHUTDOWN
LOC
MM
LOW
TEMPERATURE
SENSOR
MM MM
HIGH/LOW
WATER LEVEL
SENSORS
MM
LCD LCD
LTS LTS
CO
DETECTORS
MM
SPRINKLER FLOW
SWITCHES
MM MM
LOW WATER
TEMPERATURE
MM
FOAM SYSTEM
DISCHARGE
R
FIRE PUMP
REMOTE START
MM
FOAM SYSTEM
SUPERVISORY
MM
FOAM SYSTEM
ALARM
MM
FOAM SYSTEM
TROUBLE
TO RSFACU TO RSFACU TO RSFACU TO RSFACU TO FIRE
PUMP
CONTROLLER
SPDTO 120 VAC
FIRE ALARM NOTES
1. PROVIDE AN ADDRESSABLE COMBINATION FIRE ALARM/MASS NOTIFICATION
SYSTEM IN ACCORDANCE WITH NFPA 72, NFPA 101, UFC 3-600-01, UFC
4-021-01, UFC 4-211-01, THE SPECIFICATION AND THE SCOPE OF WORK
DOCUMENTS. THE FIRE ALARM SYSTEM SHALL BE COMPATIBLE WITH THE
MASS NOTIFICATION SYSTEM RECEIVER AND BE ABLE TO RELAY OUTPUTS
FROM THE RECEIVER OVER THE VOICE EVACUATION SYSTEM TO THE
SPEAKERS. THE CONTRACTOR SHALL COORDINATE WITH THE BASE TO
ENSURE THE RECEIVER IS COMPATIBLE WITH THE BASE-WIDE MASS
NOTIFICATION SYSTEM. MASS NOTIFICATION SIGNALS SHALL TAKE
PRECEDENCE OVER FIRE ALARM SIGNALS.
2. THE FIRE ALARM SYSTEM SHALL MONITOR ALL SPRINKLER SYSTEM ALARM,
SUPERVISORY AND TROUBLE CONDITIONS.
3. AIR HANDLING UNITS OVER 2000 CFM, SHALL HAVE DUCT SMOKE
DETECTORS INSTALLED ON THE SUPPLY DUCTS.
4. ALL SOFTWARE, HARDWARE, PASSWORDS, ETC REQUIRED FOR THE
MAINTENANCE, TESTING, AND REPROGRAMMING OF THE FIRE ALARM
SYSTEM SHALL BE UNCONDITIONALLY TURNED OVER TO THE GOVERNMENT,
AND THE ABOVE NOTED SOFTWARE, HARDWARE, PASSWORDS, ETC WILL
BECOME THE UNCONDITIONAL PROPERTY OF THE GOVERNMENT.
SOFTWARE TURNED OVER TO GOVERNMENT SHALL BE ORIGINAL SOFTWARE
ON COMPACT DISK (CD) WITH JEWELED CASE. COPIES OF SOFTWARE SHALL
NOT BE ACCEPTABLE. SOFTWARE AND CD SHALL BE BRAND NEW AND
UNUSED. PROVIDE AN 8-HOUR BLOCK OF TRAINING ON SOFTWARE,
REGARDING MAINTENANCE, TESTING, AND REPROGRAMMING OF THE FIRE
ALARM SYSTEM FOR 6 PERSONNEL.
5. THE FIRE ALARM SYSTEM SHALL MONITOR THE FIRE PUMP SYSTEM FOR THE
FOLLOWING CONDITIONS: PUMP RUNNING, LOSS OF POWER AND PHASE
REVERSAL.
6. THE FIRE ALARM SYSTEM SHALL MONITOR THE FOAM RELEASING CONTROL
SYSTEM FOR THE FOLLOWING CONDITIONS: FOAM ACTIVATION, FOAM
SYSTEM SUPERVISORY AND FOAM SYSTEM TROUBLE. UPON RECEIPT OF A
FOAM SYSTEM ACTIVATION, THE FIRE ALARM MESSAGE SHALL
AUTOMATICALLY CHANGE TO THE FOLLOWING: "MAY I HAVE YOUR
ATTENTION. THERE IS A FIRE EMERGENCY IN THE HANGAR BAY. PLEASE
LEAVE THE BUILDING BY THE NEAREST EXIT. DO NOT EXIT THROUGH THE
HANGAR BAY." <PAUSE 2 SECONDS> REPEAT MESSAGE.
7. THE FIRE ALARM AND MNS LAYOUT IS DIAGRAMMATICAL ONLY. THE ACTUAL
BUILDING LAYOUT MAY VARY FROM THE DRAWINGS. THE CONTRACTOR
SHALL VERIFY CEILING HEIGHTS, WALL AND PARTITION LOCATIONS AND
DOOR LOCATIONS PRIOR TO INSTALLATION.
8. ALL INTERIOR AND EXTERIOR WALLS, CEILINGS AND FLOORS THAT ARE
DAMAGED OR ALTERED BY THE CONTRACTOR SHALL BE REPAIRED TO
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING
OFFICER.
9. ALL FIRE ALARM AND MNS CONDUCTORS SHALL BE SOLID COPPER AND
SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE FACTORY
PAINTED RED.
10. ALL FIRE ALARM DEVICES LOCATED IN THE HANGAR BAYS, FIRE PUMP AND
FOAM ROOMS SHALL BE NEMA 4 RATED DEVICES AND ANY CONDUIT
PENETRATIONS INTO DEVICE BACKBOXES SHALL BE THROUGH THE BOTTOM
OF THE BACKBOX.
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FA502
F
IR
E A
L A
R M
D
E T
A
IL
S
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
SCALE: NONE
E1
FIRE ALARM ELEVATION (TYPICAL)
SCALE: NONE
C1
TYPICAL RISER DIAGRAM
LCD TEXT SIGN
R
E V
IS
IO
N S
B A
S E
D O
N R
T A
S E
T R
E V
IE
W
-3
-2
FD
FDFD
FD
FD FD
R 27' - 0" R 27' - 0"
R 31' - 0" R 31' - 0"
R 30' - 0" R 32' - 0"
R 22' - 0"
R 17' - 0"
FOAM TEST
HEADER. SEE
DETAIL C5/FX501
R 30' - 0
R 30' - 0"
R 17' - 0"
R 22' - 0"
1 3 4 5 6 7 8 9 10 11
15 16 17 19 20 21 24
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
12 18
FOAM TEST
HEADER.
SEE DETAIL
C5/FX501
ISOLATION VALVE
LOCATION
ISOLATION
VALVE
LOCATION
R
7'
0"
R
7'
0"
R
0'
0"
R
1'
0"
R
1'
0"
R
0'
0"
R
7'
0"
R
2'
0"
R
0'
0"
R
7'
0"
R
2'
0"
R
2'
0"
HIGH EXPANSION FOAM GENERATOR
BASIS OF DESIGN
ANSUL JET-X-15A (UL) AT 40 PSI OR
APPROVED EQUAL
LEGEND
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FX109
H I-
E X
F O
A M
G E
N E
R A
T O
R S
F L O
O R
P L A
N
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/16" = 1'-0" A1
HI-EX FOAM SYSTEM FLOOR PLAN
PLAN
NORTH
-3
-2
P F
FD
FDFD
FD
FD FD
1 3 4 5 6 7 8 9 10 11
15 16 17 19 20 21 24
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
OFFICE
OFFICE
MECHANICAL
ELECTRICAL
COMM
GO-81
BREAK
CTK
TIRE SHOP
CORRIDOR
CORRIDOR
WOMEN
MEN
JANITOR
HAZMAT
VESTIBULE
HANGAR 2
HANGAR 1
TR
ELECTRICAL
FIRE PUMP
AND RISER
FIRE
SUPPRESSION
AND RISER
ELECTRICAL
TR
VESTIBULE
VESTIBULE
12 18
IR
IR
IR
IR
IR
B400 B400
B400
B400 B400
B400
F
F
F
A
A
A
A
AA
A
A
A
F
F
F
A
F
F
F
FF
F
S
S
IR
IR IR
IR IR
IR
IR
IRIR
MM
EAST HANGAR BAY
FOAM SYSTEM FLOW
SWITCH
MM
WEST HANGAR BAY
FOAM FOAM FLOW
SWITCH
IR PROTECTION
LOCATIONS PROVIDED
BY DET-TRONICS
(TYPICAL)
A
A
PROVIDE REMOTE
RELEASING MODULE IN
CONDITIONED SPACE
WITHIN 100 FEET OF THE
FOAM RELEASING SOLENOID
PROVIDE A REMOTE RELEASING MODULE
IN CONDITIONED SPACE WITHIN 100 FEET
OF THE FOAM RELEASING SOLENOID
R
R
K
K
EAST HANGAR BAY
FOAM SYSTEM
SOLENOID AND
RELEASING RELAY
WEST HANGAR BAY
FOAM SYSTEM
SOLENOID AND
RELEASING RELAY
A R
E A
B A
R E
A G
A R
E A
C A
R E
A B
AREA C
AREA DAREA E
A R
E A
A
A R
E A
A
AREA BAREA B
AREA EAREA F
AREA G
WEATHERPROOF BLUE LENS
ROTARY BEACON (NEMA 4)
RELEASING SERVICE FIRE ALARM
CONTROL UNIT (RSFACU)
DET-TRONIC EQP
ADDRESSABLE MONITOR MODULE
B400
MM
RELAY MODULE
RSFACU
F
MANUAL FOAM DISCHARGE STATION
WITH WEATHERPROOF CLEAR
PLASTIC TAMPER COVER (NEMA 4)
A
DEAD-MAN STYLE FOAM STOP
SWITCH WITH WEATHERPROOF
PLASTIC COVER (NEMA 4)
PRESSURE-TYPE WATERFLOW
SWITCH (HIGH-EXPANSION FOAM
RISER)
LEGEND
R
IR
DET-TRONICS MODEL X3301
MULTISPECTRUM IR DETECTOR
(NEMA 4)
S FLOW CONTROL VALVE SOLENOID
K SOLENOID DISCONNECT KEY
SWITCH
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FX110
R E
L E
A S
I N G
S Y
S T
E M
F L O
O R
P L A
N
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/16" = 1'-0" A1
RELEASING SYSTEM FLOOR PLAN
R S
F A
C U
PLAN
NORTH
0' 4' 8' 16' 32'
-3
-2
FLAME DETECTOR INHIBIT
SWITCH LOCATED INSIDE RSFACU
FIRE PUMP
AND RISER
E5
FX400
VERTICAL DOUBLE-WALLED HIGH-
DENSITY CROSS-LINKED
POLYETHYLENE FOAM STORAGE
TANK. PROVIDE FOAM
CONCENTRATE STORAGE TANK
WITH A SUPPLY OF CONCENTRATE
TO SUPPORT A 15-MINUTE
DISCHARGE AT THE
HYDRAULICALLY CALCULATED
WATERFLOW RATE AND 130% OF
THE NOMINAL INJECTION RATE
FIRE PUMP CONTROLLER
JOCKEY PUMP CONTROLLER
C1
FX501
C5
FX501
TO FOAM SYSTEM
REDUCER (WHEN REQUIRED)
INDUCTOR
CHECK VALVE
T-FITTING MOUNTED DIRECTLY
ABOVE BALL VALVE
SUPERVISED BALL VALVE
EMPTY
50 GALLON INCREMENTS
PERMENTLY MARKED ON
TANK OR GAUGE
INDICATE MINIMUM REQUIRED
CONCENTRATE LEVEL
FULL
INACCESSIBLE CONCENTRATE
LIQUID FILLED
GAUGE WITH
SHUT-OFF (TYP.)
FROM FLOW
CONTROL VALVE
3/4" COPPER LINE
FROM FIRE
WATER SUPPLY
WITH BALL VALVE
PROVIDE
INSTRUCTIONAL
SIGNAGE
BALL VALVE WITH
CAP AND TEST
CONNECTION
REVERSE FLOAT
LEVEL GAUGE
PRESSURE /
VACUUM VENT
SUCTION LINE
CURRENT
CONCENTRATE
LEVEL
SECTION OF DOUBLE
WALL POLYETHYLENE
CONCENTRATE TANK
MINIMUM REQUIRED
STRAIGHT PIPE LENGTH
PER MANUFACTURER
FINISH FLOOR
0'-0"
T.O. MASONRY
12'-0"
FINISHED FLOOR
0' - 0"
T.O. MASONRY
12' - 0"
FIRST FLOOR
0"
FIRE PUMP
1' - 0"
35 GALLON
SURGE
TANK
STRAINERPILOT CONTROLLED,
PRESSURE REDUCING
VALVE
NOTE: ALL PIPING, FITTINGS,
VALVES, ETC. WHERE SYSTEM
PRESSURE EXCEEDS 175 PSI SHALL
BE RATED FOR A MINIMUM OF 300
PSI
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R E
V
IS
IO
N
S B
A S
E D
O N
R T
A S
E T
R E
V
IE
W
S C
R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FX400
F
IR
E P
R O
T E
C T
IO
N
E N
L A
R G
E D
F L O
O R
P L A
N
F
IR
E P
U M
P R
O O
M
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
WELDED STAINLESS
STEEL FIRE PUMP
LEAD-IN
FIRE PUMP
SUCTION
CONTROL VALVE
2,500 GPM ELECTRIC
FIRE PUMP RATED AT
215 PSI
DISCHARGE
CHECK VALVE
FIRE PUMP TEST HEADER
FIRE PUMP DISCHARGE
CONTROL VALVE
1/8" = 1'-0" A7
INDUCTOR AND CONCENTRATE TANK DETAIL
3/8" = 1'-0" E5
ELEVATION ROOM #131
TO FDC
TO FDC
TO WET PIPE SYSTEM IN ADMIN SPACE
TO WET PIPE SYSTEM IN HANGER BAY
TO FOAM SYSTEM
IN HANGER BAY
BULK MAIN TO RISERS IN ROOM 126
2,500 GPM ELECTRIC FIRE
PUMP RATED AT 215 PSI
FIRE PUMP LEAD-IN
TO FIRE PUMP TEST HEADER
DISCHARGE
CHECK
VALVE
SUCTION CONTROL VALVE
DISCHARGE CONTROL VALVE
BULK MAIN TO RISERS IN ROOM 126
TO FIRE PROTECTION WATER
TANK
ADMIN SPACE
WET PIPE RISER
WET PIPE RISER TO EAST
HANGER BAY
FOAM RISER TO EAST HANGER BAY
FLOW METER
1/4" = 1'-0" A2
FIRE PROTECTION ENLARGED FLOOR PLAN - FIRE PUMP ROOM #131
-3
-2
100 GALLON SURGE TANK WITH
SUPERVISED CONTROL VALVE
100 GALLON SURGE TANK
FOAM RISER SURGE TANK WITH
SUPERVISED CONTROL VALVE
PLAN
NORTH
0' 1' 2' 4' 8'
0' 2' 4' 8' 16'
0' 2' 4' 6'6"1' - 0"
OS&Y VALVE
FIRE
SUPPRESSION
AND RISER
E6
FX401
24 VDC ELECTRIC BELL
TO FOAM SYSTEM
REDUCER (WHEN REQUIRED)
INDUCTOR
CHECK VALVE
T-FITTING MOUNTED DIRECTLY
ABOVE BALL VALVE
SUPERVISED BALL VALVE
EMPTY
50 GALLON INCREMENTS
PERMENTLY MARKED ON
TANK OR GAUGE
INDICATE MINIMUM REQUIRED
CONCENTRATE LEVEL
FULL
INACCESSIBLE CONCENTRATE
LIQUID FILLED
GAUGE WITH
SHUT-OFF (TYP.)
FROM FLOW
CONTROL VALVE
3/4" COPPER LINE
FROM FIRE
WATER SUPPLY
WITH BALL VALVE
PROVIDE
INSTRUCTIONAL
SIGNAGE
BALL VALVE WITH
CAP AND TEST
CONNECTION
REVERSE FLOAT
LEVEL GAUGE
PRESSURE /
VACUUM VENT
SUCTION LINE
CURRENT
CONCENTRATE
LEVEL
SECTION OF DOUBLE
WALL POLYETHYLENE
CONCENTRATE TANK
MINIMUM REQUIRED
STRAIGHT PIPE LENGTH
PER MANUFACTURER
US Army Corps of Engineers ®
SHEET
IDENTIFICATION
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
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
R
EV
IS
ED
IN
R
ES
PO
N
SE
T O
R
EV
IE
W
C O
M M
S
C R
IP
T
IO
N
D E
L L E
D G
E
B U
IL
D
IN
G
FX401
F
IR
E P
R O
T E
C T
IO
N
N L A
R G
E D
F L O
O R
P L A
N
F
IR
E R
IS
E
R R
O O
M
J O
IN
T
B A
S E
M C
G U
IR
E
/D
IX
/L A
K E
H U
R S
T N
E W
J E
R S
E Y
F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
A P
O M
E R
O Y
H M
E A
D O
W S
J J O
H N
S E
P T
E M
B E
R
AMENDMENT 0001
K C
-4 A
T W
O B
A Y
G E
N E
R A
L P
U R
P O
S E
M X
H A
N G
A R
B U
I L D
IN
G
P R
O J E
C T
N U
M B
E R
P
R O
J E
C T
N U
M B
E R
P
T F
L
N E
W Y
O R
K D
IS
T
R
IC
T
1/8" = 1'-0" A6
INDUCTOR AND CONCENTRATE TANK DETAIL ROOM 126
3/8" = 1'-0" E6
ELEVATION ROOM #126
VERTICAL DOUBLE-WALLED HIGH-
DENSITY CROSS-LINKED
POLYETHYLENE FOAM STORAGE TANK.
PROVIDE FOAM CONCENTRATE
STORAGE TANK WITH A SUPPLY OF
CONCENTRATE TO SUPPORT A 15-
MINUTE DISCHARGE AT THE
HYDRAULICALLY CALCULATED
WATERFLOW RATE AND 130% OF THE
NOMINAL INJECTION RATE
FROM BULK MAIN IN ROOM
WET-PIPE RISER TO WEST HANGAR SPRINKLER SYSTEM
FOAM RISER TO WEST HANGAR
35 GALLON SURGE TANK
TO WEST HANGAR BAY FOAM SYSTEM
TO WEST HANGAR BAY WET-PIPE SPRINKLER SYSTEM
BULK MAIN FROM ROOM 131
STRAINER
1/4" = 1'-0" A2
FIRE PROTECTION ENLARGED FLOOR PLAN - FIRE RISER ROOM #126
-3
-2
OS&Y VALVE
FOAM RISER SURGE TANK WITH SUPERVISED CONTROL VALVE
PLAN
NORTH
0' 1' 2' 4' 8'
0' 2' 4' 8' 16'
0' 2' 4' 6'6"1' - 0"
NOTE: ALL PIPING, FITTINGS,
VALVES, ETC. WHERE SYSTEM
PRESSURE EXCEEDS 175 PSI SHALL
BE RATED FOR A MINIMUM OF 300
PSI
PILOT CONTROLLED,
PRESSURE REDUCING
VALVE
TO FDC
FIRE PROTECTION/LIFE SAFETY/ACCESSIBILTY CODE SUBMITTAL
1. PROJECT NAME
JOINT BASE MCGUIRE/DIX/LAKEHURST, KC-46A TWO BAY GENERAL PURPOSE MX HANGAR BUILDING 1810
2. PROJECT DESCRIPTION
GROSS AREA 90,438 SF
THE HANGAR CONSISTS OF TWO HANGAR BAYS, EACH HOUSING A SINGLE AIRCRAFT. THE HANGAR BAYS ARE SEPARATED FROM EACH OTHER AND THE ADJACENT SPACES BY RATED PARTITIONS. THE FACILITY HAS BEEN ANALYZED FOR LIFE SAFETY AND FIRE PROTECTION REQUIREMENTS USING THE CODES AND STANDARDS LISTED BELOW. THE UNIFIED FACILITIES CRITERIA (UFC) APPLIES TO THE MILITARY DEPARTMENTS, THE DEFENSE AGENCIES, AND THE DOD FIELD ACTIVITIES WHICH PROVIDES TECHNICAL CRITERIA FOR NEW MILITARY CONSTRUCTION. BASED ON UFC 1-200-01 CHAPTER 2 - MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE (IBC) AND UFC 3-600-01, THE IBC WILL BE USED FOR FIRE RESISTANCE REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS, BUILDING SEPARATION
DISTANCE REQUIREMENTS, BUILDING CONSTRUCTION TYPE, AND OCCUPANCY SEPARATION
REQUIREMENTS EXCEPT AS MODIFIED BY UFC 3-600-01. NFPA 101 WILL BE USED FOR BUILDING CONSTRUCTION RELATED TO EGRESS AND SAFETY TO LIFE AS WELL AS FIRE RESISTANCE RATINGS OF NON-BEARING PARTITIONS. IF ANY CONFLICTS OCCUR BETWEEN NFPA 101 AND IBC, RELATED TO FIRE RESISTANCE RATING, NFPA 101 WILL TAKE PRECEDENCE AND APPLICABLE CRITERIA CONTAINED IN UFC 3-600-01. OCCUPANCY DEFINITIONS OF NFPA 101 WILL BE USED TO DETERMINE MEANS OF EGRESS
REQUIREMENTS.
3. APPLICABLE CODES AND STANDARDS
• 2015 ARCHITECTURAL BARRIERS ACT STANDARDS
• 2015 INTERNATIONAL BUILDING CODE(IBC)
• 2016 NFPA 11 – STANDARD FOR LOW-, MEDIUM-, AND HIGH EXPANSION FOAM
• 2016 NFPA 13 – STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS
• 2016 NFPA 20 – STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE
PROTECTION
• 2018 NFPA 22 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION
• 2016 NFPA 24 – STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE
MAINS AND THEIR APPURTENANCES
• 2017 NFPA 70 – NATIONAL ELECTRICAL CODE
• 2016 NFPA 72 – NATIONAL FIRE ALARM AND SIGNALING CODE
• 2018 NFPA 90A – STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING &
VENTILATING SYSTEMS
• 2018 NFPA 101 – LIFE SAFETY CODE
• 2016 NFPA 409 – STANDARD ON AIRCRAFT HANGARS (AS REQUIRED BY UFC 4-211-01)
• UFC 1-200-01 – GENERAL BUILDING REQUIREMENTS, 20 JUNE 2016, WITH CHANGE 1, 01 FEB 2018
• UFC 3-600-01 – FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 WITH
CHANGE 2, 25 MARCH 2018
• UFC 4-010-01 – DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 9 FEBRUARY
2012 WITH CHANGE 1, 1 OCTOBER 2013
• UFC 4-021-01 – DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9 APRIL 2008 WITH
CHANGE 1, JANUARY 2010
• UFC 4-211-01 – AIRCRAFT MAINTENANCE HANGARS, 13 APRIL 2017, WITH CHANGE 1, NOVEMBER
•JOINT BASE MCGUIRE/DIX/LAKEHURST, LOCAL MILCON AND SRM DESIGN GUIDE
4. OCCUPANCY CLASSIFICATION
IBC ASSEMBLY GROUP A-3 (IBC – SECTION 303)
BUSINESS GROUP B (IBC – SECTION 304)
STORAGE GROUP S-1 (IBC -– SECTION 311)
NFPA 101 ASSEMBLY OCCUPANCY (NFPA 101, CHAPTER 12)
BUSINESS OCCUPANCY (NFPA 101, CHAPTER 38)
ORDINARY HAZARD STORAGE OCCUPANCY (NFPA 101, CHAPTER 42)
5. CONSTRUCTION TYPE (IBC 602.2 AND TABLE 503)
CONSTRUCTION TYPE II-B
6. AREA AND HEIGHT LIMITATIONS (UFC 4-211-01 AND IBC)
PER UFC 4-211-01 SECTION 3-3.1.6, THE ALLOWABLE BUILDING AREA IS LIMITED TO THE RESTRICTIONS OF THE IBC. PER IBC CHAPTER 507.4, THE AREA OF A GROUP S BUILDING NO MORE THAN ONE STORY ABOVE GRADE OF ANY CONSTRUCTION TYPE, SHALL NOT BE LIMITED WHERE THE BUILDING IS PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT THE BUILDING AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS NOT LESS THAN 60 FEET IN WIDTH. THE ALLOWABLE HEIGHT IS UNLIMITED PER UFC 4-211-01
SECTION 3-3.1.7.
7. FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601 AND 602)
PRIMARY STRUCTURAL FRAME 0 HOUR RATING
EXTERIOR BEARING WALLS 0 HOUR RATING*
INTERIOR BEARING WALLS 0 HOUR RATING
EXTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING
INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING
FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING
ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING
*TAKES INTO ACCOUNT THE FIRE SEPARATION DISTANCE REQUIREMENT OF IBC TABLE 602 AND UFC 4-211-01. THE MINIMUM SEPARATION DISTANCE BETWEEN TYPE I OR II HANGARS AND HANGARS OF OTHER
CONSTRUCTION TYPES SHALL BE 50 FT.
OCCUPANCY SEPARATIONS AND RATINGS PER UFC 4-211-01:
HANGAR BAYS SEPARATE FIRE AREAS 2 HOUR RATING
HANGAR BAY TO SUPPORT AREAS 1 HOUR RATING
FIRE PROTECTION EQUIPMENT ROOM 1 HOUR RATING
WHERE FIRE BARRIERS ARE PROVIDED THAT BORDER THE HANGAR BAY, PROVIDE MASONRY
CONSTRUCTION TO A MINIMUM OF 10 FT. AFF. ABOVE 20 FT. ANY UL LISTED ASSEMBLY IS PERMITTED TO COMPLETE THE BARRIER. THE TERM MASONRY IS INCLUSIVE OF CAST-IN-PLACE, PRE-CAST, TILT-UP, BLOCK OR OTHER SIMILAR CONCRETE CONSTRUCTION. PROVIDE A 1-HOUR FIRE BARRIER BETWEEN HANGAR BAY
AND SUPPORT AREAS (E.G.,OFFICES, SHOPS).
8. PROTECTION FROM HAZARDS (NFPA 101, 12.3.2, 38.3.2, 42.3.2, AND NFPA 70)
HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO, AREAS USED FOR GENERAL STORAGE, BOILER OR
FURNACE ROOMS, AND ROOMS OR SPACES USED FOR USE OF COMBUSTIBLE SUPPLIES DEEMED
HAZARDOUS BY THE AUTHORITY HAVING JURISDICTION SHALL BE PROTECTED BY A MINIMUM SMOKE PARTITION COMPLYING WITH NFPA 101 SECTION 8.4. INVERTER ROOMS ARE SEPARATED FROM THE REST OF THE BUILDING BY A 1 HOUR FIRE BARRIER DUE TO TRANSFORMER SIZE IN ACCORDANCE WITH NFPA 70
ARTICLE 450.21.
9. OPENING PROTECTION AND PENETRATION REQUIREMENTS (NFPA 101 CHAPTER 8)
PENETRATIONS FOR CABLES, CONDUITS, PIPES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH FIRE BARRIERS SHALL BE PROTECTED BY APPROVED FIRESTOP SYSTEMS OR DEVICES TESTED IN ACCORDANCE WITH ASTM E 814
OR ANSI / UL 1479.
JOINTS MADE WITHIN OR AT THE PERIMETER OF FIRE BARRIERS SHALL BE PROTECTED WITH A JOINT SYSTEM THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE. JOINTS MADE WITHIN OR BETWEEN FIRE BARRIERS SHALL BE PROTECTED WITH A SMOKE-TIGHT JOINT SYSTEM THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE. JOINTS MADE WITHIN OR BETWEEN FIRE RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED WITH A JOINT SYSTEM TESTED IN ACCORDANCE WITH ASTM E1966 OR ANSI / UL 2079.
PENETRATIONS AND JOINTS THROUGH SMOKE PARTITIONS SHALL BE PROTECTED BY A SYSTEM THAT IS
CAPABLE OF LIMITING THE TRANSFER OF SMOKE COMPONENT WALLS AND PARTITIONS (HOUR)
FIREBLOCKING AND DRAFTSTOPPING ARE NOT REQUIRED IN NON-COMBUSTIBLE CONSTRUCTION PER
IBC 717.2 AND 717.3
10. MARKING AND IDENTIFICATION OF FIRE BARRIER AND SMOKE PARTITION (IBC 703.7)
FIRE BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH
SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, CEILING, OR ATTIC SPACE.
2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30
FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITIONS.
3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A
CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING “FIRE AND/OR SMOKE
PARTITION – PROTECT ALL OPENINGS” OR OTHER WORDING.
11. FIRE AND SMOKE DAMPERS (NFPA 90A)
AIR-TRANSFER OPENINGS IN A FIRE-RATED ASSEMBLY SHALL BE PROVIDED WITH APPROVED FIRE
DAMPERS.
AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL BE PROVIDED WITH APPROVED SMOKE
DAMPERS.
12. INTERIOR FINISH CLASSIFICATION LIMITS
COMPONENT WALLS AND PARTITIONS (HOUR) FIRE DOOR ASSEMBLIES (HOUR)
FIRE BARRIER 1
SMOKE PARTITION -
3/4
(SELF CLOSING)
OCCUPANCY EXIT ENCLOSURES
NEW ASSEMBLY <300 OCCUPANTS
INTERIOR FINISH CLASSIFICATION: NFPA 101 A.10.2.2
EXIT ACCESS
CORRIDORS
OTHER SPACES
NFPA 101 TABLE 8.3.4.2
NEW BUSINESS
STORAGE
CLASS A
CLASS I OR II
CLASS A OR B
CLASS I OR II
CLASS A OR B
CLASS I OR II
CLASS A OR B
CLASS A OR B
CLASS A, B, OR C
CLASS I OR II
N/A
N/A
N/A
N/A
N/A
CLASS I OR II
CLASS A, B, OR C
CLASS A, B, OR C
CLASS A INTERIOR WALL AND CEILING FINISH – FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH – FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CEILING FINISH – FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED 0-450
CLASS I INTERIOR FLOOR FINISH – CRITICAL RADIANT FLUX NOT LESS THAN 0.45 W/CM2
CLASS II INTERIOR FLOOR FINISH – CRITICAL RADIANT FLUX NOT MORE THAN 0.22 W/CM2 BUT LESS THAN
0.45 W/CM2
NOTE: WHERE A COMPLETE STANDARD SYSTEM OF AUTOMATIC SPRINKLER SYSTEM IS
PROVIDED, INTERIOR WALL AND CEILING FINISH WITH A FLAME SPREAD RATING NOT EXCEEDING CLASS C IS PERMITTED TO BE USED IN ANY LOCATION WHERE CLASS B IS REQUIRED AND WITH A
RATING OF CLASS B IN ANY LOCATION WHERE CLASS A IS REQUIRED; SIMILARLY, CLASS II
INTERIOR FLOOR FINISH IS PERMITTED TO BE USED IN ANY LOCATION WHERE CLASS I IS
REQUIRED, AND NO CRITICAL RADIANT FLUX RATING IS REQUIRED WHERE CLASS II IS REQUIRED
13. INSULATION REQUIREMENTS (UFC 3-600-01 SECTION 8-3)
THERMAL AND ACOUSTICAL INSULATION WITH A FLAME SPREAD (FS) RATING NOT HIGHER THAN 75, AND A SMOKE DEVELOPED (SD) RATING NOT HIGHER THAN 150 WHEN TESTED INACCORDANCE WITH ASTM E84 (NFPA 255) SHALL BE USED UNLESS THE EXCEPTIONS OF SECTIONS 2-7.2.1 OR 2-7.2.2 ARE MET.
14. MEANS OF EGRESS
EXITS WILL BE DESIGNED TO MEET NFPA 101. ALL DOORS, CORRIDORS, AND RAMPS WILL BE SIZED AT 0.2
INCHES PER OCCUPANT USING THE EXIT.
SEPARATION OF MEANS OF EGRESS
EXITS SHALL BE PROVIDED SUCH THAT EXITS ARE AT LEAST 1/3 THE DIAGONAL DISTANCE OF THE BUILDING
APART PER NFPA 101, SECTION 7.5.1.3.3.
EXITS IN THE HANGAR SHALL ALSO BE PROVIDED SUCH THAT THE DOORS ARE SPACED AT A MAXIMUM OF 150 FEET APART ALONG THE PERIMETER WALLS OF THE HANGAR BAY. EXCEPTION IS THAT HANGAR DOORS THAT EXCEED 150 FT DO NOT REQUIRE A DOOR WITHIN THE HANGAR DOOR. PERSONNEL DOORS
SHALL BE PROVIDED WITHIN 20 FEET OF EACH END OF THE HANGAR DOOR.
AREAS SERVING MECHANICAL EQUIPMENT AND VERTICAL LIFT FABRIC DOOR MOTORS SHALL BE DEFINED AS EQUIPMENT PLATFORMS IN ACCORDANCE WITH IBC SECTION 505.3. THE AGGREGATE AREA OF ALL EQUIPMENT PLATFORMS WITHIN A ROOM SHALL NOT BE GREATER THAN TWO-THIRDS OF THE AREA OF THE ROOM IN WHICH THEY ARE LOCATED. SUCH PLATFORMS AND THE WALKWAYS, STAIRS, ALTERNATING TREAD DEVICES, AND LADDERS PROVIDING ACCESS TO AN EQUIPMENT PLATFORM SHALL NOT SERVE AS A PART OF THE MEANS OF EGRESS FROM THE BUILDING. EQUIPMENT PLATFORMS SHALL NOT CONTRIBUTE
TO EITHER THE BUILDING AREA OR THE NUMBER OF STORIES.
15. DISCHARGE FROM EXITS (NFPA 101, 12.2.7, 38.2.7, 42.2.7, AND 7.7)
A MINIMUM OF 50 PERCENT OF THE EXITS SHALL DISCHARGE TO THE EXTERIOR. BUILDING EXITS SHALL
TERMINATE DIRECTLY AT A PUBLIC WAY IN ACCORDANCE WITH NFPA 101, SECTION 7.7.
16. ILLUMINATION OF MEANS OF EGRESS (NFPA 101, 12.2.8, 38.2.8, 42.2.8, AND 7.8)
MEANS OF EGRESS SHALL BE ILLUMINATED IN ACCORDANCE WITH NFPA 101 SECTION 7.8.
17. EMERGENCY LIGHTING (NFPA 101, 12.2.9, 38.2.9, 42.2.9, AND 7.9)
EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 7.9.
18. MARKING OF MEANS OF EGRESS (NFPA 101, 12.2.10, 38.2.10, 42.2.10, AND 7.10)
MEANS OF EGRESS SHALL HAVE SIGNS IN ACCORDANCE WITH SECTION 7.10.
19. PORTABLE FIRE EXTINGUISHERS (UFC 3-600-01 9-17)
FIRE EXTINGUISHERS ARE NOT REQUIRED WHEN THE FACILITY IS PROVIDED WITH COMPLETE AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH UFC 3-600-01
20. FIRE HYDRANTS (UFC 4-211-01)
PER UFC 4-211-01 SECTION 3-6.4, WHERE THE AIRCRAFT PARKING APRON PAVEMENT ABUTS THE BUILDING, FIRE HYDRANTS SHALL BE LOCATED IN THESE AREAS WITHIN 10 FEET OF THE BUILDING, AT LEAST ONE FIRE HYDRANT SHALL BE LOCATED WITHIN 100 FEET OF EACH CORNER OF THE HANGAR, FIRE HYDRANT SPACING SHALL NOT EXCEED 300 FEET LINEARLY AROUND THE FACILITY PERIMETER, AND FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THEY ARE WITHIN 150 FEET OF FIRE DEPARTMENT CONNECTION FOR THE
BUILDING.
21. FIRE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.