AM-0006 Drawings_3BayHangar Yokota.pdf
PDF 20 MB Posted
- Solicitation number
- W912HV22B0001
About this file
This solicitation document outlines requirements for the construction of an aircraft hangar and aircraft maintenance unit at Yokota Air Base in Japan. The project scope involves constructing a 7,013 square meter hangar and maintenance facility with three aircraft bays, concrete foundations, steel framing, metal deck roofing, bridge cranes, motorized hangar doors, a fire alarm system, and fire suppression system. The aircraft maintenance unit portion requires administrative areas, shops, storage, showers, and a break area. Supporting facilities and site work are also included.
Interested offerors must be locally-based and authorized to conduct construction work in Japan. A mandatory site visit is scheduled for November 17, 2021 and a virtual pre-bid conference is scheduled for November 16, 2021. Responses are due by the date listed in the solicitation. The estimated contract value is between 2.5 and 10 billion Japanese Yen. The soliciting agency is the U.S. Army Corps of Engineers Engineering District Japan.
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N : 3959240.006
E : 350593.694
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N : 3959286.831
E : 350547.881
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E : 350559.459
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E : 350581.891
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R
S
T
DAVIS ST
CASTLE ST
H
U
G
H
M
I T
C H
E L L
R
D
GOETTLER ST
B A
K E
R
S
T
COCHRAN
P
E
A
F O
U L O
CASTLE ST
M
C G
U I R
E
A
V E
MCGUIRE AVE
HAMILTON ST
A
I R
L I
E
L
O
R
I
R
AIRLIFT AVE
MCGUIRE AVE
CASTLE ST
S P
A A
M
E
Y
T
R
U
E
M
P
WALKER BLVD
W
A
L
K
V
D
L
A
H
M
S
I
J
P
U
C
K
E
T
E A
R H
A R
T A
V E
M
I T
C H
E L L
R
D
S
H
O
W I L K
I N
S
S
T
N
A
N
A
N
A
N
A
N A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
X
N
A
N
A
N
A
N
A
N
A
N
A
N
A
AIRLIFT AVE
A
R
N
O
X X
X X
X
X X
X X
X
X
X X
X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
JPG-2
N : 3957875.636
E : 350883.528
TG-2
N : 3957787.699
E : 350923.240
TG-3
N : 3957918.558
E : 351137.698
JPG-3
N : 3957904.069
E : 351139.670
TG-4
N : 3957758.269
E : 351212.918
JPG-4
N : 3957174.676
E : 351495.798
JPG-5
N : 3957445.385
E : 351453.810
JPG-6
N : 3958981.162
E : 350712.653
S I T
E
L
O C
A T
I O
N
M
U
L
R
O U
T E
1. ALL GRUBBING AND CLEARING RESIDUE,
DEMOLISHED MATERIAL RUBBISH AND
DEBRIS GENERATED BY THIS PROJECT
SHALL BE HAULED OFFSITE TO AN
APPROVED LANDFILL.
TWO-WAY HAUL ROUTE
PROJECT BOUNDARY
T
FOXTROT TAXIWAY
WALKER BLVD
W
A
L
K
V
D
W
A
L
K
V
D
M c G
U I R
E
A
V E
McGUIRE AVE
M c
G
U
I
E
AIRLIFT AVE
A
I R
L
I
E
G-100
PROJECT SITE
FIRE STATION
FIRE STATION
BASE CIVIL ENGINEER
ID/PASS GATE
M A
T C
H
L I N
E
T
H
E
E T
M A
T C
H
L I N
E
T
H
E
E T
SCALE: 1:6000
0 120000 240000
T O
K Y
O
R
I N
G
R
O A
D
TRANSMITTER
BUILDING
R
K
N O
L L
E
A
PLOT SCALE:PLOT DATE: 1:14/27/2022
11:46:00 AM
B
C
D
E
F
G
1 2 3 4 5 6 7 8
PLOTTED BY:
FILE PATH:
Cameron, Shane
F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_G-100.dwg
TRUE NORTH
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
U
M
Y
C
O R
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
US Army Corps of Engineers ®
I S
O
A
D R
A W
I N
G
C
O D
E
READY TO ADVERTISE - 16 JULY 2021
9 10
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
F Y
M
I L
C O
N
A
F S
O C
H A
N G
M U
Y O
K O
S
E
J A
P A
N
T H
R E
E B
N
G A
R
A
M U
W
H
V
D
A F
J
M A
S
C R
I P
T I O
N D
A T
E
TEXAS REGISTERED
ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TX 76102 USA
1 : 6000
SITE LOCATION MAP AND HAUL ROUTE
A1
K I
X
I W
A Y
G
O
L
F
G
O
L
F
J
U
L
I
E
T
T
A
X
I
L
A
N
E
T
A
X
I
L
A
N
E
T
A
X
I
L
A
N
E
T W
Y
C
T W
Y
C
T W
Y
D
T W
Y
D
T W
Y
B
T
RUNWAY 18-36
GENERAL NOTES:
LEGEND:
CONTRACTOR STAGING AREA
GATE 10, GATE 20
TEMPORARY GATE (TG)
JOGGING PATH GATE (JPG)
SIMULATOR CONTRACTOR STAGING AREA
OPS/WAREHOUSE CONTRACTOR
STAGING AREA
CONTRACTOR STAGING AREA
E X
C L
U S
I O
N
Z
O N
E
F
E N
J U
S T
M E
N T
EXISTING PERIMETER/
EXCLUSION ZONE FENCE
FLIGHTLINE FENCE
04/29/2022
(AM-0006)
J
H
A Y
N E
S
S
C
A M
E R
O N
R
K
N O
L L
E
A
PLOT SCALE:PLOT DATE: 1:13/18/2022
8:33:48 AM
B
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F
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1 2 3 4 5 6 7 8
PLOTTED BY:
FILE PATH:
Thomas, Samuel
F:\Active Projects\COE Japan District\FDZD6700_FY17_MILCON_AFSOC103022_Airfield_Apron_Site\700 Working Documents\740 Sheets\740.01 Civil\Hangar Package Files\AFSCOC103022_C-001.dwg
K
S
T E
D M
A N
JAMES D. EMERSON
62773
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
F I
M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
M
Y
C
O R
E
N G
I N
E E
R S
C H
E C
K E
D
B
Y
US Army Corps of Engineers ®
I S
O
A
D R
A W
I N
G
C
O D
E
READY TO ADVERTISE - 16 JULY 2021
9 10
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
F Y
M
I L
C O
N
A
F S
O C
H A
N G
M U
Y O
K O
S
E
J A
P A
N
T H
R E
E B
N
G A
R
A
M U
W
H
V
D
A F
J U
M A
S
C R
I P
T I O
N D
A T
E
TEXAS REGISTERED
ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TX 76102 USA
A. LOCATIONS OF EXISTING UNDERGROUND
UTILITIES ARE PLOTTED FROM RECORD
DRAWINGS AND INTERPOLATION OF PHYSICAL
EVIDENCE ON THE SITE AND ARE SUBJECT TO
FIELD VERIFICATION. SEE GENERAL NOTES A AND
B.
B. ALL LOCATIONS FOR WORK SHALL BE CHECKED
AND COORDINATED WITH EXISTING CONDITIONS
IN THE FIELD BEFORE COMMENCING
CONSTRUCTION UNDER THIS SECTION OR ANY
OTHER SECTION.
C. THE WORKING DRAWINGS ARE GENERALLY
DIAGRAMMATIC. THEY DO NOT SHOW EVERY
OFFSET, BEND, OR ELBOW REQUIRED FOR
INSTALLATION IN THE SPACE PROVIDED. THEY DO
NOT SHOW EVERY DIMENSION, COMPONENT
PIECE, OR FITTING REQUIRED TO COMPLETE THE
PROJECT. PROVIDE A COMPLETE AND WORKING
SYSTEM.
D. COORDINATE UTILITY LOCATE 48 HOURS PRIOR
TO BEGINNING ANY UTILITY CONSTRUCTION FOR
LOCATION MARK-UP OF ALL EXISTING UTILITIES.
ALSO COORDINATE THE UTILITY LOCATE WITH
YAB PERSONNEL FOR ALL UTILITY WORK. INFORM
CONTRACTING OFFICER IMMEDIATELY IF LOCATE
INDICATES THAT EXISTING TYPE AND LOCATION
OF EXISTING UTILITIES ARE DIFFERENT THAN
SHOWN ON DRAWINGS.
E. ALL BURIED WATER MAINS AND SERVICES TO
HAVE MINIMUM COVER OF 1.22M UNLESS NOTED
OTHERWISE.
F. THRUST BLOCKS AND VERTICAL ANCHOR BLOCKS
AT ALL HORIZONTAL AND VERTICAL CHANGES IN
DIRECTIONS ARE REQUIRED ON ALL PRESSURE
LINE BENDS AND FITTINGS. THRUST BLOCKS ARE
SHOWN ON THE UTILITY PLANS. VERTICAL
ANCHORS ARE NOT SHOWN TO PROVIDE
FLEXIBILITY TO THE CONTRACTOR. SEE
STANDARD THRUST BLOCKING DETAILS.
G. ALL EXISTING UTILITIES AND TIE-IN POINTS
SHOULD BE CONSIDERED ACTIVE UNLESS
OTHERWISE NOTED.
H. CONFIRM ALL UTILITY VALVE VAULTS, VALVES,
METERS, BACKFLOW PREVENTION ASSEMBLIES,
AND OTHER UTILITY APPURTENANCES WITH YAB
PRIOR TO BEGINNING WORK.
I. COORDINATE WITH YAB 48 HOURS PRIOR TO ANY
UTILITY SHUT DOWN.
J. MINIMUM VERTICAL AND HORIZONTAL
SEPARATION REQUIREMENTS ARE AS FOLLOWS:
K. ALL EXISTING UTILITY STRUCTURES WITHIN THE
PROJECT LIMITS SHALL BE ADJUSTED TO MATCH
PROPOSED GRADES.
UTILITY NOTES
REFERENCING SYSTEM
A/E
ABAN
AD
ADA
ALT
AOA
AR
ARCH
ASSY
ASTM
B-B
BC
BEG
BLDG
BM
BRG
C-C,C/C, CC
CB
CD
CFCI
CFGI
C&G
CIP
AND
AT
A
ARCHITECT/ENGINEER
ABANDON
AREA DRAIN
AMERICANS WITH
DISABILITIES ACT
ALTERNATE
AIRFIELD OPERATIONS
AREA
AS REQUIRED
ARCHITECT
ASSEMBLY
AMERICAN SOCIETY FOR
TESTING AND MATERIALS
B
BACK TO BACK
BACK OF CURB
BEGIN
BUILDING
BENCHMARK
BEARING
C
CENTER TO CENTER
CATCH BASIN
CONSTRUCTION
DOCUMENTS
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED
GOVERNMENT INSTALLED
CURB AND GUTTER
CAST-IN-PLACE /
CAST IRON PIPE
CL
CLR
CM
CNR
COMM
COMPR
CONN
CONT
CONTR
CSB
CTR
CTRL
DA
DEMO
DIA
DIST
DR
DS
DW
E
EA
EJ
EL
ENGR
EQ
EW
CENTERLINE / CLASS
CLEAR
CUBIC METER
CORNER
COMMUNICATION
COMPRESSOR
CONNECT
CONTINUE
CONTRACTOR
CONCRETE SPLASH
BLOCK
CENTER
CONTROL
D
DRAINAGE AREA
DEMOLITION
DIAMETER
DISTANCE
DRIVE
DOWNSPOUT
DOMESTIC WATER
E
EAST (FOR
COORDINATES)
EACH
EXPANSION JOINT
ELEVATION
ENGINEER
EQUAL\EQUALLY
EACH WAY
EWEF
EXIST
EXP
FB
FND
FF
FG
FL
FLG
FM
FT
GAL
GALV
GDR
GEN
GFCI
GFGI
GND
GR
HB
HC
HORIZ
HR
ID
INL
INV
EACH WAY
EACH FACE
EXISTING
EXPANSION
F
FACE OF BUILDING
FOUNDATION
FINISHED FLOOR
FINISHED GRADE
FLOW LINE
FLANGE
FORCE MAIN
FEET
G
GALLON
GALVANIZED
GUARDRAIL
GENERAL
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
GOVERNMENT INSTALLED
GROUND
GRADE
H
HOSE BIBB
HANDICAP
HORIZONTAL
HANDICAPPED RAMP
I
INTERNAL DIAMETER
INLET
INVERT
JRCP
JT
L
LAT
LF
LM
LP
LS
M
MAX
MFG
MH
MIN
MJ
MM
MISC
N
NO
NTS
OA
OC
OCEW
OD
OPP
P
PCC
PEJ
PERIM
PERP
PI
J
JOINT REINFORCED
CONCRETE PAVEMENT
JOINT
K
L
LENGTH, LITER
LATERAL
LINEAR FEET
LINEAR METERS
LOW POINT
LIME-STABILIZED,
LUMP SUM
M
METER
MAXIMUM
MANUFACTURER
MANHOLE
MINIMUM
MECHANICAL JOINT
MILIMETER
MISCELLANEOUS
N
NORTH (FOR
COORDINATES)
NUMBER
NOT TO SCALE
O
OVERALL
ON CENTER
ON CENTER EACH WAY
OUTSIDE DIAMETER
OPPOSITE
P
PAGE
POINT OF COMPOUND
CURVATURE
PREMOLDED
EXPANSION JOINT
PERIMETER
PERPENDICULAR
POINT OF INTERSECTION
PR
PRCST
PROJ
R/RAD
RC
RDC
REBAR
RE
REINF
REM
REP
REPL
REQD
ROW
RP
S
SAN
SB
SCH
SD
SEP
SF
SHT
SIM
SLNT
PIPE RAIL
PRECAST
PROJECT
R
RADIUS
REINFORCED CONCRETE
REDUCER
REINFORCING STEEL
BARS
REFERENCE
REINFORCE
REMOVABLE
REPAIR
REPLACE
REQUIRED
RIGHT OF WAY
RADIUS POINT
S
SOUTH (FOR
COORDINATES)
SANITARY
SPLASH BLOCK
SCHEDULE
STORM DRAIN
SEPARATE
SQUARE FOOT (FEET)
SHEET
SIMILAR
SEALANT
SP
SQ
SS
STD
STRUCT
SW
SYM
TEL
TEMP
THK
TOC
TOW
TP
UC
UG
VERT
VIF
VOL
VRFY
W
W/O
WT
WV
XFMR
YD
SPACE(S), SUMP PIT
SQUARE
SANITARY SEWER
STANDARD
STRUCTURAL
SIDEWALK
SYMBOL
T
TELEPHONE
TEMPORARY
THICKNESS
TABLE OF CONTENTS
TOP OF WALL
TOP OF PAVEMENT
U
UNDERGROUND
CONDUIT
UNDERGROUND
V
VERTICAL
VERIFY IN FIELD
VOLUME
VERIFY
W
WATER, WEST (FOR
COORDINATES)
WITHOUT
WEIGHT
WATER VALVE
X
TRANSFORMER
Y
YARD
ABBREVIATIONS
# NUMBER
Ø DIAMETER
APPROX APPROXIMATE
ASPH ASPHALT
CI CURB INLET
CM/SEC CUBIC METERS PER
SECOND
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCT
C/S CONCRETE SLAB
CTB CEMENT TREATED BASE
DCD DOUBLE CHECK
DETECTOR
DEF DEFLECTION /
DEFORM
DET DETAIL
DIM DIMENSION
DI DUCTILE IRON
EF EACH FACE
EP EDGE OF PAVEMENT
EX EXISTING
FH FIRE HYDRANT
FW FIRE WATER
FDC FIRE DEPARTMENT
CONNECTION
G GAS
HMAC HOT MIX ASPHALT
CONCRETE
HDWL HEADWALL
HSF HIGH FLOW SILT FENCE
ELEC ELECTRIC
FS FINISHED SURFACE
GV GATE VALVE
HA HECTARE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
KM KILOMETER
LT LEFT
MW MONITORING WELL
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHW OVERHEAD WIRE
ORBK OFFICIAL RECORD BOOK
Pa PASCALS
PC POINT OF CURVATURE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
POV PRIVATELY OWNED
VEHICLE
PP POWER POLE
PROP PROPOSED
PT POINT OF TANGENCY
PVC POINT OF VERTICAL
CURVATURE, POLYVINYL
CHLORIDE PIPE
PVI POINT OF VERTICAL
INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL
TANGENCY
RCP REINFORCED CONCRETE
PIPE
RD ROAD
RET RETAINING
RPZ REDUCED PRESSURE
ZONE
RT RIGHT
RW RETAINING WALL
SG STATIC GROUND
SM SQUARE METER
SPEC SPECIFICATION
ST
STA
STREET
STATION
STL STEEL
SVC SERVICE
T
T/G
T/PIPE
TBM
TC
TANGENT
TOP OF GRATE
TOP OF PIPE
TEMPORARY BENCH
MARK
TOP OF CURB
TYP TYPICAL
UGC
UGE
UNDERGROUND CABLE
UNDERGROUND
ELECTRIC
UGT UNDERGROUND
TELEPHONE
UON
UPS
UNLESS OTHERWISE
NOTED
UNINTERRUPTIBLE
POWER SUPPLY
VAR
VC
VARIES
VERTICAL CURVE
W/ WITH
WWF WELDED WIRE FABRIC
WL/WTR WATER LINE
NEW EXISTING
164.992 x
CIVIL SYMBOLS
OVERHEAD POWER LINE
ANODE
GUARD POST
WATER METER
LIGHT POST
WATER VALVE
C P
P
CATCH BASIN
COCONUT TREE
PLANTS
CONCRETE POWER POLE
WOODEN POWER POLE
GUY WIRE
GATE POST
TELEPHONE BOX
SIGN POST
FIRE HYDRANT
COMMUNICATION MANHOLE
TELEPHONE MANHOLE
STORM DRAIN MANHOLE
ELECTRICAL MANHOLE
CONCRETE SLAB/PAD
A.C. PATCH
ASPHALT CONCRETE
x x x
CHAIN LINK FENCE
RIGHT OF WAY
PROPERTY LINE
SEWER LINE
STORM DRAIN LINE
WATER LINE
ELECTRIC DUCT
CONTOUR LINE
BUILDING
COMMUNICATION DUCT
SPOT ELEVATION
A. FIELD VERIFY ALL EXISTING SITE CONDITIONS
PRIOR TO THE COMMENCEMENT OF WORK AND
REPORT ANY DISCREPANCIES TO THE
CONTRACTING OFFICER. PERFORM A SITE VISIT
AND BECOME FAMILIAR WITH THE SITE
CONDITIONS PRIOR TO BIDDING.
B. IT IS EXPECTED THAT THE ACTUAL LOCATION OF
EXISTING UTILITIES MAY VARY FROM THAT
SHOWN ON THE PLANS. POTHOLE AND LOCATE
ALL EXISTING UTILITIES. VARIATIONS IN
LOCATION AND DEPTH SHALL BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICER
IMMEDIATELY SO THAT THE LOCATION OF
UTILITIES MAY BE CHECKED WITH THE
PROPOSED DESIGN. NOTIFY YOKOTA AIR BASE
((YAB)) VIA THE CONTRACTING OFFICER PRIOR
TO ANY WORK COMMENCING FOR ANY
EXCAVATION OR POTHOLING.
C. CONFIRM SITE FEATURES TIE INTO EXISTING SITE
DEVELOPMENT, THAT PAVEMENT JOINTS MATCH
CORRECTLY, AND THAT GENERAL DESIGN
ELEVATIONS FOR CONSTRUCTION PROVIDE
PROPER PAVEMENT AND DRAINAGE SLOPES
FROM EXISTING TIE-IN POINTS. REPORT
DISCREPANCIES TO THE CONTRACTING OFFICER
PRIOR TO CONSTRUCTION.
D. UPON COMPLETION OF THE CONSTRUCTION
PROJECT, THE PROJECT AREA SHALL BE FREE
OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE
CAUSED BY CONSTRUCTION ACTIVITIES SHALL
BE RESTORED TO AN "AS GOOD" CONDITION AS
DETERMINED BY THE CONTRACTING OFFICER.
E. MAINTAIN TRAFFIC (VEHICULAR AND
PEDESTRIAN) ACCESS TO ALL SITE FACILITIES.
F. ALL DIMENSIONS ON PLAN SHEETS ARE IN
METERS UNLESS OTHERWISE NOTED.
G. ALL DIMENSIONS ON DETAIL SHEETS ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
H. TYBE B LOW LIGHT BARRICADES SHALL BE
PLACED ALONG THE TAXIWAY WHEN WORK IS
WITHIN 30 METERS OF THE EDGE OF TAXIWAY
PAVEMENT.
GENERAL NOTES
A. TOPOGRAPHIC INFORMATION BASED ON A
SURVEY BY ENVIRONMENTAL SCIENCE
CORPORATION NAKAGAMI SHOJI BLDG. 201,
3-11-33 AGENDA OKINAWA CITY, OKINAWA,
904-0012 JAPAN
B. CONSTRUCTION STAKING SHALL BE PERFORMED
BY A LICENSED SURVEYOR. STAKING SHALL BE
REVIEWED BY CONTRACTING OFFICER FOR
CONFIRMATION OF DESIGN PRIOR TO
CONSTRUCTION.
C. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL
HAVE UNIFORM SLOPE UNLESS OTHERWISE
INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY
FROM ALL BUILDING WALLS AND DOORS.
D. SAFE CONSTRUCTION PRACTICES SHALL BE
UTILIZED AT ALL TIMES. ADEQUATE SHORING,
BRACING, TIES, AND SUPPORTS SHALL BE USED
TO PROVIDE PROPER TEMPORARY INTEGRITY
DURING ALL PHASES OF CONSTRUCTION.
E. LOCATIONS OF UNDERGROUND UTILITIES ARE
FROM SURVEY INFORMATION AND AS-BUILT
DRAWINGS. FIELD-VERIFY ALL LOCATIONS PRIOR
TO BEGINNING CONSTRUCTION.
F. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES THAT ARE UNPAVED SHALL RECEIVE
SOD ACCORDING TO SPECIFICATION SECTION 32
92 23.
GRADING NOTES
164.992 x
INJECTION WELL
MONITORING WELL
WATER MANHOLE
SEWER CLEAN OUT
SEWER FORCE MAIN
SEWER MANHOLE
CB
S S
SEWER LIFT STATION
TREE
PIPE BOLLARD
FIRE DEPARTMENT CON.
ABAAG ARCHITECTURAL
BARRIERS ACT
ACCESSIBILITY
GUIDELINES
CP CAR POOL
LEV LOW EMISSION VEHICLE
TOP TOP OF PIPE
HOV HIGH OCCUPANCY
VEHICLE
BH BORE HOLE
NA NOT APPLICABLE
STOR STORAGE
MEC/UXO UNEXPLODED
ORDNANCE
FP FIRE PROTECTION
C-001
G E
N E
R A
L
N
O T
M
B O
B
R E
V I A
T I O
N S
WS WATER SERVICE
ENLARGED PLAN/DETAIL
REFERENCE
TRUE/PLAN NORTH
ARROW
REVISION
A1
C-301
A1
C-301
A1
C-401
KEYNOTE
SECTION
PARKING COUNT
POINT NOTE
GSP GALVANIZED STEEL PIPE
YAB YOKOTA AIR BASE
VERTICAL CLEARANCE
UTILITIES
NON-POTABLE
UTILITIES
POTABLE
UTILITIES DUCTBANKS
FUEL, G, SD, SS W COMM, ELEC
NON-POTABLE
UTILITIES
FUEL, G,
SD, SS 300mm 450mm 300mm
POTABLE
UTILITIES
W 450mm 300mm 300mm
DUCTBANKS
COMM,
ELEC 300mm 300mm 300mm
HORIZONTAL CLEARANCE
UTILITY
WATER SANITARY
SEWER OTHER
W SS COMM, ELEC,
FUEL, G, SD
WATER W 1500mm 3000mm 3000mm
SANITARY
SEWER
SS 3000mm 1500mm 1500mm
OTHER
COMM,
ELEC, FUEL,
G, SD
3000mm 1500mm 1500mm
G. ALL DITCHES, SWALES, GUTTER, ETC. SHOULD BE
CONSIDERED ACTIVE STORM CONVEYANCES
UNLESS OTHERWISE INDICATED. PROVIDE
STORM WATER DRAINAGE AND DEWATERING OF
WORK AREAS DURING CONSTRUCTION.
H. DURING WET WEATHER PERIODS, SEQUENCE
CONSTRUCTION IN A MANNER THAT MINIMIZES
IMPACT ON OPEN EARTHWORK AND COMPACTION
OPERATIONS.
I. COMPLETELY COVER ANY SOIL STOCKPILES WITH
6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS
TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC
COVER AS PART OF CONTINUOUS EROSION
CONTROL PLAN. PLACE SILT FENCE OR EROSION
CONTROL SOCK COMPLETELY AROUND
STOCKPILE.
TRUE NORTH
NC NORMALLY CLOSED
CO
DETAIL NUMBER
A1
W
D
PHASING NOTES
A. COORDINATE WITH THE CONTRACTING OFFICER
TO CONSTRUCT THE NORTH/SOUTH FIRE LANE
FROM ROAD 01 TO ROAD 01 TO DECONFLICT THE
ADJACENT CONSTRUCTION OUTSIDE THE SCOPE
OF THIS PROJECT.
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A R
AREA 1
AREA 1AREA 1
A R
R
AREA 2
AREA 2
AREA 1
X
GROUP HEADQUARTERS
MRSP WAREHOUSE
X X
X X
XXXX
XXXX
X X
X X
X X
X X
X X
X X
X X
X X
X
L5
L5
L5
L5
L5
L5
L5
L5
L5
L5
L5
L2-2
L2-2
L2-2
L3-2 L3-2 L3-2
L2
L3
L3 L3
L3
PUMP
HOUSE
51 52
N : 3957366.298
E : 351294.616
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TRUE NORTH
KEYPLAN
JAMES D. EMERSON
62773
SHEET ID
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I S
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TEXAS REGISTERED
ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TX 76102 USA
AREA 1
CS101
S I T
V
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G
P
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N
A
R E
A
1. REFER TO ARCHITECTURAL PLANS FOR
EXACT BUILDING DIMENSIONS.
2. REFER TO LANDSCAPING PLANS FOR
ADDITIONAL SITE DIMENSIONS AND
FEATURES.
3. ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 0.750M UNLESS OTHERWISE
NOTED.
5. REFER TO SHEET CS102 FOR POINT TABLE.
6. REFER TO SHEET CS111 FOR STRIPING.
7. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES THAT ARE UNPAVED SHALL BE
SODDED ACCORDING TO SPECIFICATION
SECTION 32 92 23.
150mm CURB, RE: F1/CS506
2 SIDEWALK, RE: D4/CS506
WALKER BLVD
ACCESSIBLE SIDEWALK RAMP, RE: C7/CS506
NEW BUILDING
(NOT INCLUDED UNDER THIS CONTRACT)
CROSSWALK, RE: E3/CS505
LIGHT, REFER TO ELECTRICAL PLANS
CONCRETE SIDEWALK,
RE: D4/CS506
EXISTING HEAVY DUTY ASPHALT
SCALE: 1:400
0 8000 16000
1 : 400
SITE & PAVING PLAN - AREA 1
A1
LIMITS OF CONSTRUCTION
EXISTING FIRELANE CONCRETE
5.640
TYP.
2.740
TYP.
R5.350
(TYP.)
R5.640
R1.350
R2.850
R5.350
LIGHT DUTY ASPHALT,
RE: F4/CS504
5.790
8.070
7.920
TYP.
1.820
WHEELSTOP, RE: F4/CS506
FLUSH CURB, RE: D1/CS506
2.440
1.520
TYP.
7 3 3 8
R10.976 R10.976
R10.910
R9.090
R5.430
R3.610
FIRELANE CONCRETE,
RE: D4/CS504
INTEGRAL FIRELANE CONCRETE,
RE: D1/CS504
MANUAL RETRACTABLE BOLLARDS,
RE A3/CS505
EXISTING LIGHT10
R5.700
R5.850
R6.150
R6.150
R5.850
BUS STOP ENCLOSURE, RE: CI101 & CI10211
LEGEND:
REFERENCE KEYNOTES:
GENERAL NOTES:
1.820
2.740
TYP.
6.100
KEYNOTE REFERENCE
X
COORDINATE POINT
XX
HEAVY DUTY ASPHALT,
RE: F1/CS504
R O
R O
R O
ROAD 01
TYP.
TYP.
TYP.
TYP.
TYP.
R5.350
(TYP.)
R5.350
TYP.
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-1
-2
2 1
COVERED
STORAGE
X
COVERED
STORAGE
COVERED
STORAGE
HANGAR/AMU
XXXX
X X
X X X
X
X
X
X
SQUAD OPERATIONS
XXXX
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N
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O
A
R
D
AREA 1
A R
A R
AREA 2AREA 2
A R
R
AREA 1
L2
E S
3 5
69 70
7.000
(GATE)
7.000
(GATE)
87 88
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D M
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DOMESTIC
TANK
DOMESTIC
TANK
TRUE NORTH
KEYPLAN
JAMES D. EMERSON
62773
SHEET ID
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A W
N
B
Y
D E
S I G
N E
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US Army Corps of Engineers ®
I S
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D R
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C
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READY TO ADVERTISE - 16 JULY 2021
9 10
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TEXAS REGISTERED
ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TX 76102 USA
AREA 2
CS103
S I T
V
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G
P
L A
N
A
R E
A
PROPOSED BUILDING
(NOT INCLUDED UNDER THIS CONTRACT)
1. REFER TO ARCHITECTURAL PLANS FOR
EXACT BUILDING DIMENSIONS.
2. REFER TO LANDSCAPING PLANS FOR
ADDITIONAL SITE DIMENSIONS AND
FEATURES.
3. ALL DIMENSIONS ARE TO BACK OF CURB
UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 1.000M UNLESS OTHERWISE
NOTED.
5. REFER TO SHEET CS104 FOR POINT TABLE.
6. REFER TO SHEET CS112 FOR STRIPING.
7. ALL AREAS DISTURBED BY CONSTRUCTION
ACTIVITIES THAT ARE UNPAVED SHALL BE
SODDED ACCORDING TO SPECIFICATION
SECTION 32 92 23.
8. REFER TO ARCHITECTURAL & STRUCTURAL
DRAWINGS FOR ADDITIONAL BOLLARDS
FOR BUILDING ELEMENT PROTECTION.
HEAVY DUTY ASPHALT,
RE: F1/CS504
FIRELANE CONCRETE,
RE: D4/CS504
EXISTING AIRFIELD CONCRETE
EXISTING AIRCRAFT SHOULDER
PAVEMENT
SCREEN FENCE, RE: A2/CS507
EX LIGHT
ASPHALT PAVEMENT TO PCC TRANSITION,
RE: A4/CS504
SCALE: 1:400
0 8000 16000
MANUAL RETRACTABLE BOLLARDS,
RE A3/CS505
1 : 400
SITE & PAVING PLAN - AREA 2
A1
EXISTING LIMITS OF UNPAVED
SHOULDER
6.100
12.800
6.100
R5.000
R5.000
R13.500
R3.000
6.100
R10.976
CONCRETE SIDEWALK,
RE: D4/CS506
HANGAR ACCESS APRON
CONCRETE, RE: F8/CS504
INTEGRAL FIRELANE CONCRETE,
RE: D1/CS504
EXISTING MEDIUM TEMPERATURE
CONCRETE
EXISTING HEAVY DUTY ASPHALT
PEDESTRIAN GATE, RE: A8/CS508
SWING GATE, RE: A5/CS507
AGE YARD
14 SECURITY FENCE, RE: A5/CS501
GENERAL NOTES:
REFERENCE KEYNOTES:
LEGEND:
KEYNOTE REFERENCE
X
COORDINATE POINT
XX
2 SIDEWALK, RE: D4/CS506
21.065
DETECTABLE WARNING, RE: A8/CS50620
25M AT SETBACK21
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SCREEN FENCE, RE: A2/CS507
PEDESTRIAN GATE, RE: D3/CS508 RE:
B
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-2
FIRE PROTECTION AND LIFE SAFETY CODE SUMMARY - THREE-BAY HANGAR / AMU
TOPIC DESIGN ITEM CODE REFERENCE DESCRIPTION TOPIC DESIGN ITEM CODE REFERENCE DESCRIPTION
APPLICABLE CODES AND
CRITERIA
SUMMARY OF FIRE
PROTECTION
FEATURES
OCCUPANCY CLASSIFICATION
ACCESSORY & INCIDENTAL
USE AREAS
CONSTRUCTION TYPE
HEIGHT & AREA
FIRE RESISTANCE
RATED BUILDING
COMPONENTS
FIRE RESISTANCE RATED
SEPARATIONS
INTERIOR FINISH
COMMON PATH OF TRAVEL
DEAD END CORRIDOR
TRAVEL DISTANCE
OCCUPANT LOAD
EGRESS CAPACITY
APPLICABLE U.S. CODES
AND CRITERIA SHALL BE
USED. NO LOCAL BUILDING
OF FIRE CODES ARE
APPLICABLE.
ABA ACCESSIBILITY STANDARD (2015)
AFI 91-203 (15 JUNE 2012)
UFC 1-200-01, CHANGE 1 (2020)
UFC 3-520-01, CHANGE 1 (2019)
UFC 3-600-01, CHANGE 5 (2020)
UFC 4-010-01, CHANGE 1 (2020)
UFC 4-021-01, CHANGE 1 (2010)
UFC 4-211-01, CHANGE 2 (2020)
IBC (2018) AS ADOPTED BY UFC
NFPA 1 (2021)
NFPA 13 (2019)
NFPA 24 (2019)
NFPA 70 (2020)
NFPA 72 (2019)
NFPA 80 (2019)
NFPA 80A (2017)
NFPA 90A (2021)
NFPA 101 (2021)
NFPA 105 (2019)
NFPA 170 (2021)
NFPA 291 (2019)
----- - FIRE RESISTANCE RATED WALLS SHOWN ON LIFE SAFETY PLANS
- FLAME DETECTION SYSTEM MONITORED BY EAGLE QUANTUM
PREMIER CONTROLLER
- WET PIPE SPRINKLER THROUGHOUT REMAINDER OF BUILDING
- DRY PIPE SPRINKLER FOR OUTDOOR COVERED STORAGE
- COMBINED FIRE ALARM AND MASS NOTIFICATION SYSTEM WITH
PUBLIC ADDRESS CAPABILITY
- EMERGENCY LIGHTING AND EXIT SIGNS
- MEANS OF EGRESS COMPLIANT WITH NFPA 101
NON-SEPARATED MIXED USE IBC, CHAP 3 & NFPA 101, CHAP 6 IBC
- ASSEMBLY, GROUP A-3
- BUSINESS, GROUP B
- STORAGE, GROUP S-1
NFPA 101
- ASSEMBLY
- BUSINESS
- STORAGE
- INDUSTRIAL (GENERAL)
- INDUSTRIAL (SPECIAL PURPOSE)
IBC, CHAPTER 3
NFPA 101, CHAPTER 6
NOT PROVIDED
TYPE IIB IBC, CHAPTER 5
UFC 4-211-01, 3-3.1.1
NON-COMBUSTIBLE TYPE IIB, PROVIDE INTERNAL FIRE
RESISTANCE RATED WALLS SHOWN ON LIFE SAFETY PLANS
ALLOWABLE HEIGHT
ALLOWABLE AREA
IBC, 504
UFC 4-211-01, 3-3.1.6
PERMITTED HEIGHT = 22.7 M | 3 STORIES
ACTUAL HEIGHT = 22.5 M | 2 STORIES
UNLIMITED FLOOR AREA PERMITTED FOR HANGARS COMPLYING
WITH CONDITIONS OF UFC 4-211-01, 3-3.1.6 - ACTUAL AREA = 6809
SM
TYPE IIB
----- NFPA 101, CHAP 8
IBC, 602.1 & TABLE 601 STRUCTURAL FRAME
EXTERIOR LOAD BEARING WALLS
INTERIOR LOAD BEARING WALLS
EXTERIOR NON-BEARING WALLS
INTERIOR NON-BEARING WALLS
FLOOR & SECONDARY MEMBERS
ROOF & SECONDARY MEMBERS
NOTE 1 - NO OTHER BUILDINGS LOCATED WITHIN 9.14 M.
NOTE 2 - SEE LIFE SAFETY PLANS FOR ADDITIONAL RATINGS.
NOTE 3 - ROOF COVERINGS REQUIRED TO BE UL CLASS A OR B
PER UFC 3-600-01, 15-1.
0-HOURS
0-HOURS
0-HOURS (NOTE 2)
NO RATING REQUIRED (NOTE 1)
0-HOURS (NOTE 2)
0-HOURS
0-HOURS (NOTE 3)
OCCUPANCY SEPARATIONS
HANGAR BAY SEPARATION
EXIT STAIR ENCLOSURES
ELECTRICAL ROOMS
COMMUNICATIONS ROOMS
MECHANICAL ROOMS
STORAGE ROOMS (>9.3 SM)
FIRE RISER ROOM/HEF ROOM
SHAFTS
ELEVATOR SHAFT
ELEVATOR MACHINE ROOM
NOT REQUIRED
1-HOUR RATED
1-HOUR RATED
1-HOUR RATED OR SMOKE PARTITION
SMOKE PARTITION
SMOKE PARTITION
SMOKE PARTITION
1-HOUR RATED
1-HOUR RATED
1-HOUR RATED
N/A
CLASS A
- FLAME SPREAD = 0-25
CLASS B
- FLAME SPREAD = 26-75
CLASS C
- FLAME SPREAD = 76-200
CLASS A, B & C
- SMOKE DEVELOP = 0-450
CLASS I
RADIANT FLUX >0.45 W/SCM
CLASS II
RADIANT FLUX 0.22-0.45 W/SCM
UFC 3-600-01, 8-1 INTERIOR FINISH CLASSIFICATIONS
- EXITS
- EXIT ACCESS CORRIDORS
- OTHER SPACES
FLOOR FINISH CLASSIFICATIONS
- EXITS
- EXIT ACCESS CORRIDORS
- OTHER SPACES
A
A OR B
A OR B
I OR II
I OR II
NOT APPLICABLE
NFPA 101, PER OCCUPANCY
NFPA 101, PER OCCUPANCY
NFPA 101, PER OCCUPANCY
NFPA 101, TABLE 7.3.1.2
NFPA 101, TABLE 7.3.3.1
ASSEMBLY (<= 50 PERSONS)
ASSEMBLY (> 50 PERSONS)
BUSINESS
STORAGE
HANGAR BAY
23 M
6.1 M
30 M 30 M 30 M
ASSEMBLY (<= 50 PERSONS)
ASSEMBLY (> 50 PERSONS)
BUSINESS
STORAGE
HANGAR BAY
6.1 M
6.1 M
15 M 30 M 15 M
ASSEMBLY (<= 50 PERSONS)
ASSEMBLY (> 50 PERSONS)
BUSINESS
STORAGE
HANGAR BAY
76 M 76 M 91 M 122 M
N/A - EXTERIOR DOORS
AREA USE
ASSEMBLY (CONCENTRATED)
ASSEMBLY (UNCONCENTRATED)
BUSINESS
INDUSTRIAL (GENERAL)
ACCESSORY STORAGE
HANGAR BAY
LOAD FACTOR (SM/PERSON)
0.65 NET
1.4 NET
14 GROSS
9.3 GROSS
46.5 GROSS
46.5 GROSS
LEVEL COMPONENTS (DOORS) AND RAMPS = 5 MM PER PERSON
STAIRWAYS = 7.6 MM PER PERSON
ACCESSIBLE MEANS OF EGRESS
ACCESSIBILITY
ILLUMINATION OF MEANS OF
EGRESS
EMERGENCY LIGHTING
MARKING OF MEANS OF EGRESS
FIRE DEPARTMENT ACCESS
FIRE HYDRANTS
FIRE SUPPRESSION -----
FIRE ALARM AND
MASS NOTIFICATION
SYSTEM
FIRE PROTECTION WATER
SUPPLY
PORTABLE FIRE EXTINGUISHERS
ANTI-TERRORISM
NFPA 101, 7.5.4.1
ABA ACCESSIBILITY STANDARD
NFPA 101, 7.8
NFPA 101, 7.9
NFPA 101, 7.10
NFPA 170
UFC 3-600-01, 10-2.3.1
UFC 3-600-01, 9-1
NFPA 1
UFC 3-600-01
NFPA 24
UFC 3-600-01
UFC 4-211-01
NFPA 13
NFPA 24
UFC 3-600-01
UFC 4-010-01
UFC 4-021-01
UFC 4-211-01
NFPA 70
NFPA 72
UFC 3-600-01
UFC 4-211-01
NFPA 13
NFPA 24
NFPA 291
UFC 3-600-01
NFPA 101
UFC 4-010-01
UFC 4-021-01
PROVIDE MINIMUM OF TWO ACCESSIBLE MEANS OF EGRESS.
COMPLY WITH ABA ACCESSIBILITY STANDARD.
ILLUMINATION OF MEANS OF EGRESS CONTINUOUS DURING
OCCUPANCY PER NFPA 101, 7.8. SEE ELECTRICAL PLANS.
PROVIDE EMERGENCY LIGHTING PER NFPA 101, 7.9 FOR
AISLES, CORRIDORS, EXIT PATHS, MEANS OF EGRESS, IN EACH
ROOM GREATER THAN 9.3 SM, AND FOR EXIT DISCHARGE. SEE
ELECTRICAL PLANS.
PROVIDE EXIT SIGNS PER NFPA 101, 7.10 AND UFC 3-600-01,
10-2.3.1. SIGNS REQUIRED TO BE LIGHT-EMITTING DIODE (LED)
TYPE, PROVIDED WITH BATTERY BACKUP, AND BE PROVIDED
WITH PICTOGRAMS IN COMPLIANCE WITH NFPA 170.
ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY
VEHICLE UNIMPEDED ACCESS TO BUILDING ON A MINIMUM OF
ONE SIDE. ACCESS STARTS FROM THE ROAD AND TERMINATES
NO FARTHER THAN 10 M FROM THE BUILDING. FIRE
DEPARTMENT CONNECTION REQUIRED TO BE WITHIN 45 M OF
ALL-WEATHER GROUND ACCESS FOR PUMPER VEHICLE.
FIRE HYDRANTS ARE PROVIDED AROUND THE SITE PER UFC
3-600-01. FIRE DEPARTMENT CONNECTION (FDC) REQUIRED TO
BE LOCATED WITHIN 45 M OF NEAREST FIRE HYDRANT AND BE
ACCESSIBLE FROM THE ROAD.
BUILDING CONSIDERED FULLY SPRINKLER PROTECTED.
ACTIVATION OF SUPPRESSION SYSTEM TO SOUND BUILDING
ALARM AND TRANSMIT A SIGNAL TO FIRE DEPARTMENT.
- WET PIPE SPRINKLER IN EACH HANGAR BAY
- WET PIPE SPRINKLER THROUGHOUT REMAINDER OF BUILDING
- DRY PIPE SPRINKLER FOR OUTDOOR COVERED STORAGE.
PROVIDE NITROGEN SYSTEM FOR EACH DRY PIPE SYSTEM
PROVIDE SEISMIC BRACING PER NFPA 13 AND FLEX
CONNECTIONS WHERE PIPING CROSSES BUILDING EXPANSION
JOINTS.
PROVIDE OPTICAL FLAME IR DETECTION FOR HANGAR BAYS.
A PRESSURE REGULATING VALVE (PRV) WILL BE PROVIDED ON
THE INCOMING FIRE SERVICE LINE AS THE IT IS SERVED BY
THE CAMPUS PUMP HOUSE AND MAY EXPERIENCE PRESSURES
GREATER THAN 12 BAR.
THE INSTALLATION OF HIGH PRESSURE FITTINGS, PIPE, AND
VALVES RATED AT A MINIMUM OF 1,700 KPA IS REQUIRED.
BUILDING CONSIDERED AS HAVING COMPLETE FIRE ALARM
AND MASS NOTIFICATION COVERAGE. SYSTEM SHALL
TRANSMIT ALARM, TROUBLE, AND SUPERVISORY CONDITIONS
VIA RADIO TRANSMITTER TO MONITORING STATION.
- COMBINED FIRE ALARM AND MASS NOTIFICATION SYSTEM
- FLAME DETECTION SYSTEM IN HANGAR BAYS
PROVIDE MAIN CONTROL PANEL (FMCP), EAGLE QUANTUM
PREMIER (EQP) CONTROLLER, REMOTE ANNUNCIATOR(S),
LOCAL OPERATING CONSOLE(S), POWER SUPPLIES (NAC), AND
OTHER COMPONENTS FOR VOICE MESSAGES AND VISUAL
STROBES.
PROVIDE CLEAR STROBES MARKED "ALERT" FOR BOTH FIRE
ALARM AND MASS NOTIFICATION MESSAGES.
PROVIDE MANUAL PULL STATIONS AT EACH EXIT.
PROVIDE SCROLLING LED TEXT SIGNS FOR MNS MESSAGES.
COMPLY WITH INTELLIGIBILITY DESIGN CRITERIA
REQUIREMENTS OF UFC 4-021-01.
SUPPRESSION SYSTEM SUPPLIED BY DEDICATED FIRE
WATER CONNECTION TO THE FIRE PUMPS LOCATED IN THE
FIRE PUMP HOUSE. FIRE PUMPS ARE SUPPLIED BY TWO
WATER STORAGE TANKS.
CONTRACTOR SHALL PROVIDE DETAILED HYDRAULIC
CALCULATIONS USING AN APPROVED COMPUTER PROGRAM
IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13 FOR ALL
FIRE SUPPRESSION SYSTEMS. CONTRACTOR SHALL
CONDUCT WATER FLOW TEST IN ACCORDANCE WITH NFPA
291 TO DETERMINE THE AVAILABLE WATER SUPPLY VALUES
TO BE USED IN THE CALCULATIONS.
GENERAL PURPOSE FIRE EXTINGUISHERS ARE PROVIDED
THROUGHOUT WITH THE EXCEPTION OF THE HANGAR BAY.
FIRE EXTINGUISHERS RATINGS AND SPACING ARE IN
COMPLIANCE WITH NFPA 10. FIRE EXTINGUISHER LOCATIONS
ARE SHOWN ON THE ARCHITECTURE AND LIFE SAFETY PLANS.
PROVIDE ANTITERRORISM PROTECTION PER UFC.
UFC 3-600-01, 10-3.1
EXISTING FIRE PUMPS IN
CAMPUS PUMP HOUSE WITH
ASSOCIATED WATER
STORAGE TANKS
SHEET ID
D R
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N B
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D E
S
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D B
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S U
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B Y
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F
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A M
E
IS
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U E
D A
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C O
N T
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N O
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N N
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A R
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C O
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US Army Corps of Engineers ®
IS
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EXIT
#1
340 108
EXIT
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170 10
EXIT
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170 10
EXIT
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170 108
TD: 18M
101120121
121122123
126 127
130A
131A
E01
116A
116B
S21
B2
A
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CO12E
CO12A
CO12BSEP 43.7m
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.1 m
26.4 m
TD
4.9 m
DE
5.8 m
DE
38.9 m
TD
30.0 m
CPT
10.1 m
CPT
FEC-R FEC-R
E02
ASSEMBLY (LESS CONC.)
OLF = 1.4 sq.m/person (net)
USE AND OCCUPANT LOAD FACTOR (OLF) LEGEND
(NFPA 101, TABLE 7.3.1.2)
BUSINESS
OLF = 14 sq.m/person (gross)
INDUSTRIAL (GENERAL)
OLF = 9.3 sq.m/person (gross)
INDUSTRIAL (HANGAR)
OLF = 46.5 sq.m/person (gross)
EXIT CAPACITY FACTORS
(NFPA 101, TABLE 7.3.3.1)
LEVEL COMPONENTS AND RAMPS 5.0 mm per person
STAIRWAYS 7.6 mm per person
1-HOUR FIRE BARRIER
45 MINUTE RATED DOORS
SELF-CLOSING OR AUTOMATIC-
CLOSING; POSITIVE LATCHING
COMPLY WITH NFPA 101, 8.3
LIFE SAFETY WALL TYPE LEGEND
(NFPA 101, 8.3 & 8.4)
1-HOUR EXIT ENCLOSURE
60 MINUTE RATED DOORS
SELF-CLOSING OR AUTOMATIC-
CLOSING; POSITIVE LATCHING
COMPLY WITH NFPA 101, 8.3
NON-RATED SMOKE PARTITION
DOORS TO RESIST SMOKE
SELF-CLOSING OR AUTOMATIC-
CLOSING; COMPLY WITH NFPA
101, 8.4
EGRESS ARRANGEMENT LEGEND
TRAVEL DISTANCE (TD)
COMMON PATH OF TRAVEL (CPT)
DEAD END CORRIDOR (DE)
STORAGE (GENERAL)
OLF = 46.5 sq.m/person (gross)
OCCUPANT LOAD AND EGRESS LABEL LEGEND
XXXX
XX
EXIT DESIGNATION
ACTUAL USE (PERSONS)
EXIT CAPACITY (PERSONS)
SEE SHEET GI002 FOR SCHEDULE OF
OCCUPANT LOAD BY ROOM
EGRESS SUMMARY - FIRST FLOOR
NUMBER OF EXITS
EGRESS CAPACITY
DOOR CLEAR WIDTH (MINIMUM)
REQUIRED PROVIDED
TRAVEL DISTANCE (ASSEMBLY)
COMMON PATH OF TRAVEL (ASSEMBLY)
DEAD END CORRIDOR (ASSEMBLY)
2 14
815 mm 850 mm
SEE SHEET GI002
76 m
30 m
6.1 m 5.7 m
29.6 m
44.6 m
STAIR WIDTH (MINIMUM) N/A N/A
SEE SHEET GI002
CHECK
COMPLY
COMPLY
COMPLY
N/A
COMPLY
COMPLY
COMPLY
FEC-R
PORTABLE FIRE EXTINGUISHER
RECESSED CABINET
TYPE = DRY CHEMICAL
RATING = 2A:B:C (MINIMUM)
PORTABLE FIRE EXTINGUISHER
WALL BRACKET
TYPE = DRY CHEMICAL
RATING = 2A:B:C (MINIMUM)
FIRE EXTINGUISHER LEGEND
BRKT
ROOM SCHEDULE:
SHEET ID
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US Army Corps of Engineers ®
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4/20/2022 3:59:43
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BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W_F_HangarAMU_R20.rvt
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SCALE: 1: 100
PLAN NORTH
1 : 100
FIRST FLOOR LIFE SAFETY - B/E
A1
ROOM NO. ROOM NAME
100 VESTIBULE
101 SPECIALIST FLIGHT OFFICE
116 TOOL CRIB
116A CAMEO
116B SUPPORT EQUIP & IETM REP.
117 SUPPORT SECTION NCOIC
118 STORAGE
120 CREW CHIEFS
121 FIELD SERVICES REPRESENTATIVE
122 GROUND STATIONS
123 PRODUCTION SUPERINTENDENT
124 PLANS & SCHEDULING
125 CONFERENCE
126 PRODUCTION EXPEDITERS
127 DISPATCH OFFICE
128 ANALYSIS
129 JANITOR
130 WOMEN RESTROOM & SHOWER
130A LOCKER AREA
131 MEN RESTROOM & SHOWER
131A LOCKERS
CO11 CORRIDOR
CO12A CORRIDOR
CO12B VESTIBULE
CO12E ELECT
E01 ELEVATOR
E02 CONTROL ROOM
S21 STAIR 2
M A
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ENTIRE HANGAR BAY: CLASS 1, DIVISION 2 (ZONE 2) UP TO 460mm
ABOVE FINISHED FLOOR, EXCEPT AS NOTED FOR AREA NEAR THE
AIRCRAFT.
CLASS 1, DIVISION 2 (ZONE 2)
WITHIN 1530mm OF THE AIRCRAFT: CLASS 1, DIVISION 2 (ZONE 2) UP TO 1530mm ABOVE THE WINGS OR ENGINES IN ANY POSITION.
CLASS 1, DIVISION 2 (ZONE 2)
ROOMS WITH DIRECT CONNECTION TO HANGAR BAY: CLASS 1, DIVISION
2 (ZONE 2) UP TO 460mm ABOVE FINISHED FLOOR.
CLASS 1, DIVISION 2 (ZONE 2)
BELOW FLOOR LEVEL WITHIN HANGAR BAY: CLASS 1, DIVISION 1 (ZONE 1)
CLASS 1, DIVISION 1 (ZONE 1)
CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1,
DIVISION 2
(ZONE 2)
CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1, DIVISION 2 (ZONE 2) CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1, DIVISION 2 (ZONE 2)CLASS 1, DIVISION 2 (ZONE 2)CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1, DIVISION 2 (ZONE 2)
CLASS 1, DIVISION 1 (ZONE 1)CLASS 1, DIVISION 1 (ZONE 1)
NFPA 70 (NEC) HAZARD CLASSIFICATION LEGEND
CLASS 1,
DIVISION 2
(ZONE 2)
CLASS 1,
DIVISION 2
(ZONE 2)
CLASS 1,
DIVISION 2
(ZONE 2)
CLASS 1,
DIVISION 2
(ZONE 2)
CO12E
120 101 103 104 105 106 107 108
CO11
109A
110111
E12
CO11A
CO11B
B1
F1
CS01116
S21
116A 116B
CO12A
CO12B
131A
130A
123 122 121
127126
B2
140A
M11
E11 CM11 140B142F142E142D
142C 142B
142A
CS02
CLASS 1,
DIVISION 2
(ZONE 2)
CLASS 1,
DIVISION 2
(ZONE 2)
SHEET ID
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US Army Corps of Engineers ®
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NFPA 70 (NEC) HAZARD CLASSIFICATIONS
A1
1. ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH
NFPA 70, NATIONAL ELECTRIC CODE (NEC) WITH
RESPECT TO HAZARDOUS LOCATIONS, INCLUDING BUT
NOT LIMITED TO, ARTICLES 501 AND 513.
2. SEE ARCHITECTURAL FLOOR PLANS FOR ROOM NAMES.
3. SEE SIGNAGE PLANS FOR CONTENT AND LOCATION OF
WARNING SIGNS ASSOCIATED WITH THE ELECTRICALLY
CLASSIFIED (HAZARDOUS) LOCATIONS.
ROOM SCHEDULE
ROOM NO. ROOM NAME
CO12C NORTH VEST
CO12E ELECT
CS01 COVERED STORAGE SOUTH
CS02 COVERED STORAGE NORTH
E01 ELEVATOR
E02 CONTROL ROOM
E11 MAIN ELECT
E12 ELECT
F1 FIRE RISER ROOM
M11 MAIN MECH
S21 STAIR 2
ROOM SCHEDULE
ROOM NO. ROOM NAME
127 DISPATCH OFFICE
128 ANALYSIS
129 JANITOR
130 WOMEN RESTROOM & SHOWER
130A LOCKER AREA
131 MEN RESTROOM & SHOWER
131A LOCKERS
140 DASH-21 EQUIP CONTAINERS
140A MISSION AUXILIARY TANK SYSTEM
(MATS)
140B MATS ACCESSORIES STORAGE
141 SECURE CLASSIFIED STORAGE VAULT
142 WEAPONS SHOP
142A OFFICE A
142B OFFICE B
142C TOOL STORAGE
142D WEAPONS VAULT
142E GRINDER
142F CLEANING
143 PRODUCTION/ ENGINE STORAGE
144 PASSENGER OXYGEN SYSTEM (POS)
B1 1-BAY HANGAR
B2 2-BAY HANGAR
CM11 MAIN COMM
CM12 COMM
CO11 CORRIDOR
CO11A CORRIDOR
CO11B VESTIBULE
CO11C SOUTH VEST
CO12 CORRIDOR
CO12A CORRIDOR
CO12B VESTIBULE
ROOM SCHEDULE
ROOM NO. ROOM NAME
100 VESTIBULE
100A ENTRY LOBBY
101 SPECIALIST FLIGHT OFFICE
102 TEAM
103 SORTIE GENERATION
104 NCOIC
105 ENGINE REPRESENTATIVE
106 O.I.C. & C.O.M.
107 COSO PRIVATE OFF
108 LOGISITICS SUPPORT REPRESENTATIVE
& COSO CUSTOMER SERV
109 COSO STAFF OFFICE
109A COSO EQUIPMENT STORAGE
110 INSPECTION
111 DYNAMICS
112 UNISEX RESTROOM
113 UNISEX RESTROOM
114 BREAK
115 DEBRIEF
116 TOOL CRIB
116A CAMEO
116B SUPPORT EQUIP & IETM REP.
117 SUPPORT SECTION NCOIC
118 STORAGE
119 AC PARTS STOR
120 CREW CHIEFS
121 FIELD SERVICES REPRESENTATIVE
122 GROUND STATIONS
123 PRODUCTION SUPERINTENDENT
124 PLANS & SCHEDULING
125 CONFERENCE
126 PRODUCTION EXPEDITERS
GENERAL NOTES:
M A
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US Army Corps of Engineers ®
IS
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PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021
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BIM 360://AFSOC_YokotaAB_HangarAMU_076915/ABS_S_HangarAMU_R20.rvt
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STRUCTURAL GENERAL NOTES
GENERAL REQUIREMENTS
1.1 CONSTRUCTION MEANS AND METHODS
A. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE WORK, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
B. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INCLUDE THE
METHOD OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECTTHE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE
LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY
STRUCTURES, AND PARTIALLY COMPLETED WORK. TEMPORARY SUPPORTS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED
AND PROVIDED BY CONTRACTOR.
1.2 SUBMITTALS
A. SUBMITTALS PREPARED BY SUBCONTRACTORS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO
SUBMITTING TO GOVERNMENT.
B. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED EQUIPMENT WEIGHTS, OPENING
SIZES, AND LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS WITH DOCUMENTS FROM OTHER
DISCIPLINES AND NOTIFY GOVERNMENT OF ANY DISCREPANCIES.
C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING SIZE, METHOD OF ANCHORAGE, WEIGHT, OPENINGS, AND LOCATIONS OF EQUIPMENT NOT INDICATED ON THE STRUCTURAL DRAWINGS PRIOR
TO ORDERING FOR REVIEW BY GOVERNMENT TO DETERMINE ADEQUACY OF THE STRUCTURE.
D. ALL SUBMITTALS REVIEWED BY GOVERNMENT ARE REVIEWED FOR GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION
INCLUDED IN THE CONTRACT DOCUMENTS. ANY ACTION INDICATED IS SUBJECT TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR
CORRELATING AND CONFIRMING DIMENSIONS AT THE JOB SITE, CHOICE OF FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION, AND COORDINATION OF THE WORK WITH THAT
OF OTHER TRADES.
1.3 QUALITY REQUIREMENTS
A. REFERENCE TO UNIFIED FACILITY CRITERIA, STANDARD SPECIFICATIONS OR CODES OF ANY
TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE
AUTHORITIES, SHALL MEAN THE STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT
DOCUMENTS, UNLESS OTHERWISE NOTED.
B. DRAWINGS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH SPECIFICATIONS OR CODES OF ANY
TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION.
C. ALL OMISSIONS AND CONFLICTS WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE
WORK.
D. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN THE CONDITIONS FOUND AND THOSE INDICATED IN THE CONTRACT DOCUMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO
PROCEEDING WITH THE WORK.
E. NO PIPES, DUCTS, CHASES, ETC. SHALL BE PLACED IN STRUCTURAL BEAM, FOUNDATIONS AND COLUMN MEMBERS NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED OTHERWISE. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE WHEN DOCUMENTS BY
OTHER DISCIPLINES SHOW OPENINGS, POCKETS, ETC. NOT INDICATED IN THE STRUCTURAL
DRAWINGS, BUT ARE LOCATED IN STRUCTURAL MEMBERS. CONTRACTOR SHALL OBTAIN PRIOR
WRITTEN APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE FOR INSTALLATION OF
SUCH PIPES, DUCTS, CHASES, ETC.
F. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE LOCATIONS SPECIFICALLY INDICATED.
WHERE A DETAIL IS NOT INDICATED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR
CONDITIONS.
G. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS NOTED OTHERWISE.
H. CONTRACTOR DESIGNED ELEMENTS SHALL BE DESIGNED BY LICENSED PROFESSIONAL ENGINEERS.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, DESIGN LOAD DATA, SUPPORT REACTIONS, AND
CERTIFICATION THAT ELEMENTS WERE DESIGNED FOR LOADS SPECIFIED IN THE CONTRACT
DOCUMENTS OR IN THE BUILDING CODE. ALL DOCUMENTS NOTED SHALL BE SEALED BY THE
LICENSED ENGINEER. IF CRITERIA INDICATED ARE NOT SUFFICIENT, SUBMIT A WRITTEN REQUEST FOR ADDITIONAL INFORMATION TO THE CONTRACTING OFFICER'S REPRESENTATIVE. THE FOLLOWING
ELEMENTS AND THEIR CONNECTIONS SHALL BE CONTRACTOR DESIGNED:
1. STEEL WALKWAYS.
2. NON-STRUCTURAL SEISMIC BRACING OF ARCHITECTURAL ELEMENTS AND MECHANICAL,
ELECTRICAL AND FIRE PROTECTION EQUIPMENT AND PIPING.
1.4 STATEMENT OF SPECIAL INSPECTIONS
A. STRUCTURAL INSPECTIONS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF THE 2018
INTERNATIONAL BUILDING CODE (IBC 2018) AND SPECIFICATION 01 45 35 SPECIAL INSPECTIONS.
1. THE CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION
DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1705.
A. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE
COMPETENCE, TO THE SATISFACTION OF THE GOVERNMENT, FOR INSPECTION OF THE
PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
B. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN SECTION 110 OF THE
2018 IBC.
B. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:
1. THE STRUCTURAL SEISMIC-FORCE RESISTING SYSTEM.
2. ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS:
A. INSTALLATION AND ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS.
B. INSTALLATION AND ANCHORAGE OF PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING
HAZARDOUS MATERIALS.
C. ANCHORAGE OF ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER
SYSTEMS.
D. ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT.
E. STEEL STORAGE RACKS AND THEIR ANCHORAGE.
F. SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE.
3. SECTION 1704.2.5 FABRICATION AND IMPLEMENTATION PROCEDURES.
A. SPECIAL INSPECTION SHALL BE REQUIRED OF THE:
1) STEEL FABRICATOR
A) EXCEPT IN THOSE CASES WHERE THE WORK IS DONE ON THE PREMISES OF A
FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL
INSPECTIONS.
2) REFER TO SECTION 1704.2.5 FOR ADDITIONAL INFORMATION.
4. STEEL CONSTRUCTION: REFER TO SECTION 1705.2 AND THE TABLE ON S-003.
5. CONCRETE CONSTRUCTION: REFER TO SECTION 1705.3 AND THE TABLE ON S-003.
6. SOILS: REFER TO SECTION 1705.6 AND THE TABLE ON S-003.
1.5 STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
A. REFER TO ITEM 1.4.B.1 AND 1.4.B.2 ABOVE.
B. STRUCTURAL CONCRETE
1. PERIODIC INSPECTION DURING THE PLACEMENT OF CONCRETE IN BOUNDARY MEMBERS OF
SHEAR WALLS.
C. STRUCTURAL STEEL: CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL WELDING IN
ACCORDANCE WITH AISC 341
1. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL WELDING IN ACCORDANCE
WITH AISC 341 EXCEPT AS LISTED BELOW.
A. SINGLE-PASS FILLET WELDS NOT EXCEEDING 8 MILLIMETER IN SIZE.
B. FLOOR AND ROOF DECK WELDING.
D. STORAGE RACKS:
1. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF STORAGE RACKS
2.4 METERS OR GREATER IN HEIGHT.
E. SPECIAL INSPECTION REPORTS SHALL BE FURNISHED TO THE GOVERNMENT. DISCREPANCIES
SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE.
F. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING THAT THE STRUCTURAL
WORK WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, PERFORMED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
G. CONTRACTOR RESPONSIBILITY
1. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR WIND OR SEISMIC RESISTING
COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN
STATEMENT OF RESPONSIBILITY TO THE GOVERNMENT PRIOR TO THE COMMENCEMENT OF
WORK ON THE SYSTEM OR COMPONENT.
2. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING
A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN
THE STATEMENT OF SPECIAL INSPECTIONS.
B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE
WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE GOVERNMENT.
C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR’S ORGANIZATION,
THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS
D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) PERFORMING SPECIAL INSPECTIONS.
1.6 DESIGN CRITERIA:
A. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH UFC 3-301-01, UFC 4-211-01, AND THE
INTERNATIONAL BUILDING CODE, IBC, 2018 EDITION.
1. HANGAR STRUCTURE: RISK CATEGORY III
2. AMU STRUCTURE: RISK CATEGORY II
3. COVERED STORAGE STRUCTURE: RISK CATEGORY II
B. GRAVITY LOADS:
1. DEAD LOADS ALLOWANCES:
A. PHOTOVOLTAIC FUTURE ALLOWANCE: 0.25 KPA (1-BAY HANGAR ROOF ONLY)
2. UNIFORM ROOF LIVE LOADS:
A. TYPICAL ROOF: 1.0 KPA
B. ROOFTOP MECHANICAL UNIT AREAS: 6.0 KPA
C. CATWALKS: 1.9 KPA
3. UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):
A. OFFICES: 2.4 KPA (PLUS 0.8 KPA PARTITION ALLOWABLE)
B. LOBBIES, 1ST FLOOR CORRIDORS: 4.8 KPA
C. CORRIDORS ABOVE THE 1ST FLOOR: 3.8 KPA
D. MECHANICAL ROOMS (GENERAL): 4.8 KPA
E. NOT USED
F. STAIRS, EXITS: 4.8 KPA
G. RESTROOMS: 3.6 KPA
H. AIRCRAFT SHOP/STORAGE: 9.6 KPA
J. SMALL PARTS STORAGE: 6.0 KPA
K. ELECTRICAL/ENGINE SHOP/STORAGE:14.4 KPA
L. FORKLIFT LOADING AT 220 MM SLABS:67 KN AXLE-LOAD (250 PASSES/DAY FOR 25 YEARS)
4. CONCENTRATED FLOOR LIVE LOADS:
A. LOADS ARE DISTRIBUTED OVER AN AREA OF 0.58 SQUARE METERS, UNLESS NOTED OTHERWISE.
B. OFFICES: 8.9 KN
C. STAIRS, EXITS: 1.3 KN
D. CATWALKS: 1.3 KN
5. SNOW LOADS:
A. GROUND SNOW LOAD: 1.0 KPA
B. FLAT ROOF SNOW LOAD: 1.1 KPA (AT HANGAR)
C. FLAT ROOF SNOW LOAD: 1.0 KPA (AT AMU & COVERED STORAGE)
D. SNOW EXPOSURE FACTOR: 0.9
E. THERMAL FACTOR: 1.0
F. SNOW LOAD IMPORTANCE FACTOR: 1.1 (AT HANGAR)
G. SNOW LOAD IMPORTANCE FACTOR: 1.0 (AT AMU & COVERED STORAGE)
H. FROST DEPTH 161 MM
6. BRIDGE CRANE LOADS:
A. HANGAR BAY CRANES: 44.5 KN LIFTED LOADS
B. DYNAMIC SHOP CRANE: 26.7 KN LIFTED LOADS
7. HANGAR FLOOR RIGID PAVEMENT LOADS:
A. TYPE OF PAVEMENT: RIGID PCC
B. AIRFIELD TRAFFIC AREA: TYPE C
C. AIRFIELD LOADING TYPE: MEDIUM
C. LATERAL LOADS:
1. WIND LOADS:
A. EXPOSURE CATEGORY: C
B. HANGAR STRUCTURE: (WITH HANGAR DOOR CLOSED)
1) BASIC DESIGN WIND SPEED; V: 246 KPH (3-SEC GUST, ULTIMATE)
2) ALLOWABLE STRESS DESIGN WIND SPEED; Vasd: 191 KPH (3-SEC GUST, ALLOWABLE)
3) ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED
4) INTERNAL PRESSURE COEFFICIENT: +/-0.51 (REDUCED PER LARGE VOLUME BUILDING FACTOR)
C. HANGAR STRUCTURE: (WITH HANGAR DOOR OPEN)
1) BASIC DESIGN WIND SPEED; V: 97 KPH (3-SEC GUST, ULTIMATE)
2) ALLOWABLE STRESS DESIGN WIND SPEED; Vasd: 75 KPH (3-SEC GUST, ALLOWABLE)
3) ENCLOSURE CLASSIFICATION: PARTIALLY ENCLOSED
4) INTERNAL PRESSURE COEFFICIENT: +/-0.55
D. AMU STRUCTURE:
1) BASIC DESIGN WIND SPEED; V: 235 KPH (3-SEC GUST, ULTIMATE)
2) ALLOWABLE STRESS DESIGN WIND SPEED; Vasd: 182 KPH (3-SEC GUST, ALLOWABLE)
3) ENCLOSURE CLASSIFICATION: ENCLOSED
4) INTERNAL PRESSURE COEFFICIENT: +/-0.18
E. COVERED STORAGE STRUCTURE:
1) BASIC DESIGN WIND SPEED; V: 235 KPH (3-SEC GUST, ULTIMATE)
2) ALLOWABLE STRESS DESIGN WIND SPEED; Vasd: 182 KPH (3-SEC GUST, ALLOWABLE)
3) ENCLOSURE CLASSIFICATION: OPEN
4) INTERNAL PRESSURE COEFFICIENT: +/-0.00
F. DESIGN PRESSURES FOR COMPONENTS AND CLADDING:
1) SEE TABLE ON SHEET S-002.
G. STRUCTURES ARE LOCATED IN A WINDBORNE DEBRIS REGION:
1) GLAZING TO BE IMPACT RESISTANT PER ASTM E1886 AND ASTM E1996 OR ISO 16932.
2. EARTHQUAKE LOADS:
A. MAPPED SHORT PERIOD SPECTRAL ACCELERATION, SS: 2.10G
B. MAPPED 1-SEC PERIOD SPECTRAL ACCELERATION, S1: 0.99G
C.
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