Attachment G - 1362850dwg2of15_LIFE SAFETY.pdf
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- Small Projects MACC MCAS Beaufort Federal contract opportunity
- Solicitation number
- N4008523R2575
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X
Y
X = REQUIRED EGRESS CAPACITY (PERSONS)
Y = PROVIDED EGRESS CAPACITY (PERSONS)
TRAVEL PATH AND DISTANCE
COMMON PATH OF TRAVEL
WALL-MOUNTED KNOX BOX
OCCUPANT LOAD
WALL-MOUNTED EXIT SIGN
TD = XX FT
CP = XX FT
LIFE SAFETY LEGEND
K xx
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
12/17/2021
ENGINEERS + SURVEYORS
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
TI
O
N A
L S
U P
P O
R T
FA
C
IL
IT
Y (O
S F)
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 07 AUG 2018
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
EJA
DSN
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
P
5_ O
S F
-F P
.r vt
/1
6/
1:
:1
A M
1/8" = 1'-0"
B U
IL
D
IN
G
C O
D E
/L
IF
E S
A F
E T
Y A
N A
L Y
S
IS
A N
D L
E G
E N
D
GC001
APF AHE AJW
12854024
3 129
AREA
WAREHOUSE
OCCUPANCY/USE APPROX.
AREA (SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT
LOAD
(PERSONS)
GROUP S-1/STORAGE
OVERALL TOTAL
9,571 9,571
APPLICABLE CRITERIA
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
ROOF COVERINGS AND ROOF DECK ASSEMBLIES
OCCUPANT LOAD
ARRANGEMENT OF MEANS OF EGRESS
CAPACITY AND NUMBER OF MEANS OF EGRESS
ADDITIONAL LIFE SAFETY CRITERIA
LIMITATIONS FOR TYPE IIB CONSTRUCTION
TYPE IIB RESISTANCE RATINGS (IN HOURS) OF STRUCTURAL ELEMENTS
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS OF
TYPE IIB BUILDINGS [IBC TABLE 602]
INTERIOR FIRE RESISTANCE REQUIREMENTS
UFC 1-200-01 DOD BUILDING CODE (CHANGE 1, 1 OCT 2020)
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE 6, 6 MAY 2021)
UFC 4-440-01 WAREHOUSE AND STORAGE FACILITIES (CHANGE 1, 1 APRIL 2019)
IBC INTERNATIONAL BUILDING CODE, 2018
NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019
NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2019
NFPA 70 NATIONAL ELECTRICAL CODE, 2020
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2019
NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021
NFPA 101 LIFE SAFETY CODE, 2021 (LSC)
ABA ARCHITECTURAL BARRIERS ACT
S-1 (IBC 311.2) / STORAGE (LSC 6.1.13) - ORDINARY HAZARD (LSC 42.1.5)
WET PIPE SPRINKLER SYSTEM
FIRE ALARM SYSTEM
BASED ON LSC TABLE A.7.6:
MEANS OF EGRESS MUST BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 42.2.8.1). ARTIFICIAL LIGHTING IS REQUIRED AT LOCATIONS
AND TIMES NECESSARY TO MAINTAIN ADEQUATE ILLUMINATION (LSC 7.8.1.2.1).
EMERGENCY LIGHTING IS REQUIRED IN NORMALLY OCCUPIED STORAGE OCCUPANCIES (LSC 42.2.9).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 (42.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED.
PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN STORAGE OCCUPANCIES (LSC 42.3.5).
REQUIRED EGRESS
CAPACITY
AVAILABLE EGRESS
CAPACITY
MEANS OF EGRESS
REQUIRED
MEANS OF EGRESS
PROVIDED
ALLOWABLE HEIGHT
ACTUAL HEIGHT
BUILDING ELEMENT
STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES
STRUCTURAL FRAME SUPPORTING A ROOF ONLY
BEARING WALLS, EXTERIOR
BEARING WALLS, INTERIOR
NON-BEARING WALLS, EXTERIOR
NON-BEARING WALLS, INTERIOR
FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS AND JOISTS
ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS AND JOISTS
REQUIRED
FIRE SEPARATION DISTANCE (FSD)
FSD < 5 FT
5 FT ≤ FSD < 10 FT
FSD ≥ 10 FT
GROUP S-1
ALLOWABLE AREA (SF)
ACTUAL AREA (SF)
LOAD FACTORS (LSC TABLE 7.3.1.2):
WAREHOUSE (MAXIMUM PROBABLE NUMBER OF OCCUPANTS AT ANY TIME)
ROOF COVERING MUST BE A MINIMUM CLASS B AND MUST BE LISTED OR APPROVED (IBC TABLE 1505.1 & UFC 3-600-01 15-1).
ROOF DECK ASSEMBLIES MUST BE FM CLASS I APPROVED OR UL LISTED AS FIRE CLASSIFIED (UFC 3-600-01 15-2.1.1).
FACILITY
OSF
CAPACITY OF MEANS OF EGRESS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
STAIRWAYS (WIDTH/PERSON) 0.3 IN/PERSON
NUMBER OF MEANS OF EGRESS (LSC 7.4):
2 FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500
COMMON PATH OF
TRAVEL (FT)
DEAD-END
CORRIDOR (FT)
OCCUPANCY
GROUP S-1
TYPE IIB
75 FT
1 STORY
28 FT
1 STORY
70,000 12,466
STORAGE - ORDINARY HAZARD
NONE
PROVIDED
EXIT ACCESS
TRAVEL DISTANCE (FT)
REQUIRED/PROVIDED
REQUIRED
PROVIDED
THE DISTANCE BETWEEN THE OSF AND THE CLOSEST BUILDING IS GREATER THAN 60-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE OSF TO THE IMAGINARY LOT LINE; THEREFORE, THE EXTERIOR WALLS OF THE OSF ARE NOT
REQUIRED TO BE RATED.
INTERIOR FINISH CLASSIFICATION
MINIMUMS BASED ON LSC TABLE A.10.2.2:
EXITS
CLASS C
EXIT ACCESS
CORRIDORS
OTHER
CLASS C
OCCUPANCY
CLASS C
STORAGE
REQUIRED/PROVIDED
REQUIRED
CLASS C CLASS CCLASS CPROVIDED
FIRE DEPARTMENT ACCESS AND FIRE HYDRANTS
THE OSF MUST BE PROVIDED WITH SUITABLE ALL-WEATHER GROUND ACCESS ON A MINIMUM OF TWO SIDES OF THE PERIMETER OF THE STRUCTURE (UFC 3-600-01 9-1.2). ALL-WEATHER GROUND ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33-FT FROM AN EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS (UFC 3-600-01 9-1.1).
DIMENSION OF FIRE LANES AND TURNAROUNDS MUST COMPLY WITH THE REQUIREMENTS OF NFPA 1 (UFC 3-600-01 9-1.3).
ALL PARTS OF THE OSF EXTERIOR MUST BE WITHIN 350-FT OF A FIRE HYDRANT (UFC 3-600-01 9-1.3).
FIRE HYDRANTS MUST BE SPACED ALONG THE SIDE OF THE OSF WITH FIRE DEPARTMENT ACCESS AT 300-FT INTERVALS (UFC 3-600-01 9-3.5.8.4.B).
AT LEAST ONE FIRE HYDRANT MUST BE LOCATED WITHIN 150-FT OF THE FIRE DEPARTMENT CONNECTION (UFC 3-600-01 9-3.5.8.4.A).
SEISMIC DESIGN
SEISMIC DESIGN CATEGORY D
0 20' 40'
IP
L
60-FT
FH
FH
P-485
HANGAR
FH
RISER
FACP
FDC
PIV
CODE COMPLIANCE SITE PLANA1
FIRE
DEPARTMENT
VEHICLE ACCESS
HL - 176-FT
SCALE: 1" = 20'-0"GC002
NOTES:
DE - DEAD-END DISTANCE FOR FIRE ACCESS LANE
FACP - FIRE ALARM CONTROL PANEL
FDC - FIRE DEPARTMENT CONNECTION
FH - FIRE HYDRANT
HL - HOSE LAY DISTANCE
IPL- IMAGINARY PROPERTY LINE
PIV - POST INDICATOR VALVE
RISER - SPRINKLER RISER
W - WIDTH OF FIRE ACCESS LANE
60-FT - MINIMUM 60-FT YARD FOR UNLIMITED AREA HANGAR
W - 24.5-FT
81-FT
W - 51.5-FT
DE - 101-FT
10'
K
K
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
12/17/2021
ENGINEERS + SURVEYORS
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
TI
O
N A
L S
U P
P O
R T
FA
C
IL
IT
Y (O
S F)
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 07 AUG 2018
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
EJA
DSN
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
P
5_ O
S F
-F P
.r vt
/1
6/
1:
:1
A M
1" = 20'-0"
C O
D E
C O
M P
LI
A
N C
E S
IT
E
P
LA
N
GC002
APF AHE AJW
12854025
4 129
FACP
K
K
STORAGE 1
STORAGE 2
' - 6
CP = 31 FT
TD = 62 FT
TD = 82 FT
CP = 44 FT
1 2 3 6
F
E
D
C
B
4 5
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
12/17/2021
A B
KEYPLAN
A B
KEYPLAN
ENGINEERS + SURVEYORS
KEY NOTES 00
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
F
O
P E
R A
TI
O
N A
L S
U P
P O
R T
FA
C
IL
IT
Y (O
S F)
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1362850
DRAWFORM REVISION: 07 AUG 2018
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
CJW / SVR
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email
EJA
DSN
DSN
12/17/2021
B
IM
- P -4
F
-3
O pe ra tio na l S up po rt F ac ili ty /B
LD
G
P
5_ O
S F
-F P
.r vt
/1
6/
1:
:1
A M
1/8" = 1'-0"
LI
F
E S
A F
E T
Y F
LO
O
R P
LA
N
F
IR
S
T F
L O
O R
GC101
APF AHE AJW
12854026
5 129
1/8" = 1'-0" A1
LIFE SAFETY FLOOR PLAN - FIRST FLOOR
1 FOR KNOX BOX INSTALLATION LOCATION, SEE SHEET AE202 FOR
ADDITIONAL DETAILS.
| LIFE SAFETY |
| GC001 - BUILDING CODE/LIFE SAFETY ANALYSIS AND LEGEND |
| GC002 - CODE COMPLIANCE SITE PLAN |
| GC101 - LIFE SAFETY FLOOR PLAN - FIRST FLOOR |
2022-01-27T07:52:48-0500
2022-01-27T07:53:57-0500
2022-01-27T07:53:58-0500
| 2022-02-16T13:47:28-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-02-16T13:47:41-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-02-16T13:47:41-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-02-16T13:47:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-02-16T13:48:08-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-02-16T13:48:08-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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