DRAWING LIST
LOCATION: ATLANTA, GA
PROJECT: HJ-AIA AIR CARGO C
FIRE PROTECTION DRAWING LIST, DESIGN CRITERIA,
AND GENERAL NOTES
OFFICE SPACE UNLESS NOTED OTHERWISE (WET PIPE SPRINKLER SYSTEM)
SYSTEM: FIRE PROTECTION
1.
140
130
120
W ATER PRESSURE - POUNDS PER SQUARE INCH
FP 0.1.1
SCOPE NOTES:
DATE: 4-25-2013
THE FIRE PROTECTION SCOPE OF WORK INCLUDES WET AND DRY SPRINKLER SYSTEMS FOR THE
NEW AIR CARGO BUILDING C. THE FACILITY IS DESIGNED TO BE FULLY SPRINKLED PER BUILDING
AND FIRE CODE REQUIREMENTS. THE SCOPE INCLUDES FIT-UP FOR A FUNCTIONAL GENERAL
WAREHOUSE WITH COMMODITY AND RACK-STORAGE HEIGHT LIMITS AND ASSOCIATED SHELL
OFFICE AREAS. ADDITIONAL OFFICE SPACE FOR THE DOA RAMP OFFICE IS DESIGNED TO BE
FIT–OUT AS REQUIRED BY THE END-USER.
FACILITY DESCRIPTION:
2.
THE MAIN OPERATIONS AREA OF THE FACILITY IS AN APPROXIMATELY 100,000 FT2WAREHOUSE WITH A
19,800 FT2 MEZZANINE, A TWO-STORY ATTACHED 5,900 FT2 OFFICE AND RECEPTION STRUCTURE, AND
A TWO-STORY-ATTACHED 2,400 FT2 RAMP OPERATIONS OFFICE.
3.
THIS FACILITY IS SIMILAR IN SIZE, LAYOUT, AND FUNCTION TO THE EXISTING AIR CARGO BUILDINGS A, B, AND D.
4.
THE FACILITY IS CURRENTLY EXPECTED TO HAVE A SINGLE TENANT.
5.
THE FACILITY IS BEING DESIGNED AND BUILT AS A SPECULATIVE WAREHOUSE WITHOUT A SPECIFIC TENANT.
110
FP 2.1.1
OCCUPANCY CLASSIFICATION:
LIGHT HAZARD
DESIGN DENSITY:
0.10 GPM/SQ. FT.
HYDRAULIC REMOTE AREA (WET):
1,500 SQ. FT.
SPRINKLER K:
5.6
MAXIMUM COVERAGE/SPRINKLER:
225 SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
100 GPM
FIRE PROTECTION AND FIRE ENTRANCE OPERATIONS
LEVEL FLOOR PLAN
FP 2.1.2
FIRE PROTECTION OFFICE LEVEL FLOOR PLAN
CITY OF ATLANTA, GEORGIA
EQUIPMENT ROOMS, BUILDING MAINTENANCE/REPAIR AREAS, WORKROOMS, SHELL SPACE
100
STATIC PRESSURE
78 PSI
90
6.
80
RESIDUAL PRESSURE
70 PSI @ 1190 GPM
AVAILABLE WATER SUPPLY
AVAILABLE WATER AT SYSTEM
DEMAND (61.68 PSI @ 1381.4 GPM)
7.
70
60
THE WAREHOUSE IS A HIGH-BAY AREA WITH A MAXIMUM CEILING/ROOF HEIGHT OF 42’-8” AND A 1:12 SLOPE
THAT COULD ALLOW A MAXIMUM STORAGE HEIGHT OF 35 FEET.
WAREHOUSE SPRINKLER SYSTEM DESIGN: THE SPRINKLER SYSTEM SHOULD PROVIDE GENERAL STORAGE
PROTECTION AND BE DESIGNED TO MAXIMIZE THE DESIGN DENSITY IN THE WAREHOUSE BASED ON THE
EXISTING WATER SUPPLY WITHOUT THE AID OF A FIRE PUMP. THE ULTIMATE TENANT MAY NEED TO
UPGRADE ONE OR MORE OF THE WAREHOUSE SPRINKLER ZONES BASED ON THE CLASSIFICATION
OF THEIR ANTICIPATED COMMODITIES, THE QUANTITY OF THE COMMODITIES, THE STORAGE CONFIGURATION,
THE MAXIMUM WAREHOUSE CEILING/ROOF HEIGHT, AND THE MAXIMUM STORAGE HEIGHT.
OCCUPANCY CLASSIFICATION:
ORDINARY HAZARD, GROUP I
DESIGN DENSITY:
0.15 GPM/SQ. FT.
HYDRAULIC REMOTE AREA (WET):
1,500 SQ. FT.
SPRINKLER K:
5.6
MAXIMUM COVERAGE/SPRINKLER:
130 SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
250 GPM
Hartsfield-Jackson
Atlanta International Airport
STORAGE AREAS, RECEIVING AREAS, MECHANICAL ROOMS, UTILITY AREAS, STOCK ROOMS, RECORDS AREAS,
FILE ROOMS, HOUSEKEEPING, RECYCLABLE & HAZARDOUS WASTE, MAIL ROOM, LOADING DOCK
50
40
9.
30
20
WAREHOUSE COMMODITIES: PER NFPA 13-2010, §5.6.1.2 MIXED COMMODITIES, THE PROTECTION OF A FIRE
AREA SHALL NOT BE BASED ON THE OVERALL COMMODITY MIX BUT BY THE REQUIREMENTS FOR THE
HIGHEST CLASSIFIED COMMODITY AND STORAGE ARRANGEMENT UNLESS CERTAIN REQUIREMENTS THAT
LIMIT THE QUANTITY AND DISPERSION OF HIGHER HAZARD COMMODITIES ARE MET AND ENFORCED.
WAREHOUSE HAZARD CLASSIFICATION: PER NFPA 13-2010, §13.2.1 (5), COMMODITIES STORED TO HEIGHTS
OF 12-FT. OR LESS AND PER §13.2.1 (6), GROUP A PLASTICS STORED HEIGHTS OF 5-FT. OR LESS MAY BE
PROTECTED AS MISCELLANEOUS STORAGE. SELECTION OF THE EXTRA HAZARD GROUP 1 DESIGN CURVE
FROM CHAPTER 13 WILL COVER CLASS I THROUGH CLASS IV COMMODITY CLASSIFICATIONS AND GROUP
A PLASTICS WITH NO LIMITATION ON CEILING HEIGHT. THE EXTRA HAZARD GROUP1 DENSITY/AREA CURVE
WILL REQUIRE A DESIGN DENSITY OF 0.30 GPM OF WATER OVER A 2500 FT2 FIRE AREA WITH A TOTAL
INSIDE/OUTSIDE HOSE STREAM OF 500 GPM. BASED ON THIS CRITERION, THE WATER MAIN WOULD BE
REQUIRED TO DELIVER APPROXIMATELY 1,400 GPM. THE SPRINKLER CONTRACTOR MAY PROVIDE A
LOOPED OR GRIDDED SYSTEM.
10
10. GENERAL HAZARD CLASSIFICATIONS AND PROTECTION:
0
0100
0200
0400
200
400
800
300
600
1200
400
800
1600
500
1000
2000
550
1100
2200
600
1200
2400
650
1300
2600
700
1400
2800
750
1500
3000
800
1600
3200
850
1700
3400
900
1800
3600
950
1900
3800
1000
2000
4000
WATER FLOW - GALLONS PER MINUTE
THE LOADING DOCK AREA UNDER THE MEZZANINE WILL BE PROTECTED AS AN ORDINARY HAZARD GROUP 2
CLASSIFICATION PER NFPA 13-2010. THE DESIGN DENSITY/AREA WILL BE 0.20 GPM OF WATER OVER A 1,500
FT2 AREA.
THE ELEVATOR MACHINE ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL BE PROTECTED BY
THE SPRINKLER SYSTEM PER NFPA 13-2010, §8.15.5. AN INLINE WATER FLOW SWITCH WILL BE INSTALLED TO
DE-ENERGIZE THE ELEVATOR EQUIPMENT UPON ACTIVATION OF THE SPRINKLER IN THE ROOM. SIDEWALL SPRAY
SPRINKLERS WILL BE INSTALLED AT THE BOTTOM OF EACH ELEVATOR HOISTWAY.
11. SPRINKLER ZONES: THE AIR CARGO FACILITY IS DIVIDED INTO FIVE SPRINKLER ZONES SIMILAR TO THE EXISTING
AIR CARGO FACILITIES. THE ZONE SIZES MEET THE REQUIREMENTS OF NFPA 13-2010.
ZONE #1 WILL BE A WET SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE MAIN OFFICE AND THE
MEZZANINE AREAS. THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE WET ALARM CHECK
VALVE WILL BE LOCATED IN THE MAIN OFFICE MECHANICAL SPACE. ZONE #1 WILL ALSO SERVE THE AREA
BENEATH THE MEZZANINE AT THE LOADING DOCK AND A SPRINKLER LINE FROM ZONE #1 WILL BE EXTENDED
DOWN THE CATWALK TO THE DOA RAMP OFFICE FOR PROTECTION OF THIS SPACE AS ZONE #1A. A FLOW
SWITCH WILL BE INSTALLED IN THIS LINE AT THE DOA RAMP OFFICE AND CONNECTED TO THE FIRE ALARM PANEL.
44 BROAD STREET
PEACHTREE STREET, NE
OCCUPANCY CLASSIFICATION:
ORDINARY HAZARD, GROUP 2
DESIGN DENSITY:
0.20 GPM/SQ. FT.
ATLANTA, GA 30303
SHEET NUMBERING SYSTEM
ATLANTA, GA 30309
PHONE:404.522.3801
PHONE: 404.419.9190
FAX: 404.522.3823
FAX: 404.946.2017
HYDRAULIC REMOTE AREA (WET):
1,500 SQ. FT.
SPRINKLER K:
5.6 OR 8.0
MAXIMUM COVERAGE/SPRINKLER:
130 SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
250 GPM
STEVENS & WILKINSON, INC.
FP 1.1.1
100 PEACHTREE STREET NW, SUITE 2500
ATLANTA, GA 30303
PHONE: 404.522.8888
SECTOR INDICATOR (OPTIONAL)
FAX: 404.521.6204
SEQUENCE NUMBER / FLOOR NUMBER
EXTERIOR LOADING DOCK OVERHANG (DRY PIPE SPRINKLER SYSTEM)
SHEET TYPE DESIGNATOR
OCCUPANCY CLASSIFICATION:
DESIGN DENSITY:
ORDINARY HAZARD, GROUP 1
0.20 GPM/SQ. FT.
DISCIPLINE DESIGNATOR
HYDRAULIC REMOTE AREA (DRY):
1,950 SQ. FT.
SPRINKLER K:
5.6 OR 8.0
MAXIMUM COVERAGE/SPRINKLER:
130 SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
250 GPM
THE MAIN OFFICE, THE DOA RAMP OFFICE, AND THE MEZZANINE ARE LIGHT HAZARD CLASSIFICATIONS WITH
INCIDENTAL ORDINARY HAZARD GROUP 1 STORAGE AREAS. THE DENSITY DESIGN/AREA WILL BE 0.10 GPM
OF WATER OVER A 1,500 FT2 AREA.
THE ELECTRICAL ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL NOT BE PROTECTED
BY THE SPRINKLER SYSTEM UNDER THE EXCEPTIONS ALLOWED FOR IN NFPA 13-2010, §8.15.10.3.
MATRIX 3D
HEERY INTERNATIONAL, INC. 999
AREA UNDER MEZZANINE, & ALL AREAS REQUIRED BY NFPA 13.
8.
WAREHOUSE
OCCUPANCY CLASSIFICATION:
DESIGN DENSITY:
EXTRA HAZARD, GROUP 1
0.30 GPM/SQ. FT.
HYDRAULIC REMOTE AREA (WET):
2,500 SQ. FT.
SPRINKLER K:
8.0
MAXIMUM COVERAGE/SPRINKLER:
100 SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
500 GPM
SOUTHEASTERN ENGINEERING, INC. (SEI)
2470 SANDY PLAINS ROAD
MARIETTA, GA 30066
PHONE: 770.321.3936
FAX: 770.321.3935
SHEET TYPE DESIGNATOR
#
DESCRIPTION
0
GENERAL
1
FIRE PROTECTION ZONES AND FIRE ENTRANCE PLAN
2
FIRE PROTECTION ZONES PLAN
3
SCHEMATIC DIAGRAMS
4
DETAILS OR DIAGRAM
5
EQUIPMENT SCHEDULES
AI
R CARGO BUI
LDI
NG C,100% CONSTRUCTI
ON DOCUM ENTS I
SSUED FOR BI
D,NOVEM BER 25,2014
FIRE PROTECTION CRITERIA:
DESIGN CRITERIA:
THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION
SYSTEM ON THIS PROJECT.
THE WAREHOUSE AREA WILL BE DIVIDED INTO THREE WET ZONES. THE MAXIMUM AREA OF PROTECTION PER
ZONE WILL BE LESS THAN 40,000 SQ. FT. BASED ON THE HAZARD CLASSIFICATION. ZONE #2 AND ZONE #4 WILL
COVER 4 BAY WIDTHS. ZONE #3 WILL COVER 5 BAY WIDTHS. THE THREE ZONES WILL COVER THE WAREHOUSE
CEILING. THE SPRINKLER PIPING MAY BE ARRANGED AS A TREE OR GRID SYSTEM. THE WET ALARM CHECK
VALVES WILL BE LOCATED IN THE OFFICE MECHANICAL ROOM.
6"
8"
8"
ZONE 5
(
DRY LOADI
NG DOCK)
ZONE 4
(
WET,WAREHOUSE)
ZONE 3
(
WET,WAREHOUSE)
ZONE 1&1A
(
WET,OFFI
CE)
ZONE 2
(
WET,WAREHOUSE)
ZONE #5 WILL BE A DRY SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE LOADING DOCK OVERHANG.
THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE DRY VALVE WILL BE LOCATED IN THE MAIN
OFFICE MECHANICAL SPACE. THE DESIGN AREA WILL BE INCREASED 30% TO 1,950 FT2 PER NFPA 13-2010.
12. FIRE PUMP: BASED ON THE APRIL 25, 2013 WATER FLOW TEST DATA, A FIRE PUMP IS NOT ANTICIPATED FOR THE .
CURRENT DESIGN. AN AREA HAS BEEN SET ASIDE IN THE MECHANICAL ROOM FOR A FUTURE FIRE PUMP AND
CONTROLLER.
NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2002 EDITION.
2.
NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2003 EDITION.
3.
NFPA 72, NATIONAL FIRE ALARM CODE, 2002 EDITION.
4.
NFPA 1, FIRE PREVENTION CODE, 2003 EDITION.
5.
INTERNATIONAL BUILDING CODE, 2003 EDITION.
FLOW TEST INFORMATION:
STATIC:
78 PSI
RESIDUAL: 70 PSI
FLOW:
1,190 GPM
FIRE PROTECTION LEGEND
DATE:4-25-2013, 10:30 AM
LOCATION:
HYDRANTS ALONG SOUTH
CARGO DRIVE EAST OF
BUILDING SITE
SPRINKLER PIPING
FHV
FIRE HOSE VALVE CABINET
WET PIPE SYSTEM RISER
PRE-ACTION SYSTEM RISER
GENERAL NOTES:
1
15
4"
8"
1.
DRY PIPE SYSTEM RISER
CAP ON END OF PIPING
FLOW TEST INFORMATION IS FOR REFERENCE ONLY. CONTRACTOR SHALL PERFORM FLOW TEST ON
EXISTING FIRE MAIN. CONTRACTOR SHALL RECORD THE STATIC PRESSURE AT THE GAUGE HYDRANT
FOR A MINUMUM OF 24-HOURS AT A MINIMUM 2-MINUTE INTERVAL. THE FLOW TEST RESULTS SHALL
BE ADJUSTED FOR THE LOWEST STATIC PRESSURE THAT IS RECORED OVER A 5-MINUTE PERIOD.
CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS BASED ON FLOW TEST RESULTS.
PIPING DROP IN DIRECTION OF FLOW
PIPING RISE IN DIRECTION OF FLOW
CENTERLINE
GALLONS PER MINUTE
*
13
*
*
13
13
*
13
*
CONTRACTOR SHALL SLOPE ALL PIPING TO THE FIRE ENTRANCE RISER AS REQUIRED TO INSURE
PROPER DRAINAGE. ADDITIONAL AUXILIARY DRAINS SHALL BE INSTALLED WHERE REQUIRED.
3
COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL INSTALLATIONS,
AND BUILDING STRUCTURAL MEMBERS. OFFSET PIPING WHERE REQUIRED TO AVOID CONFLICTS.
AVOID PENETRATING ANY STRUCTURAL BEAM.
DUCTILE IRON
OUTSIDE SCREW & YOKE
8"
8"
4
5
2
6"
8"
6
4
8"
3
8"
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE PROTECTION SYSTEM DESIGN AND SHOP
DRAWINGS. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE ABOVE-REFERENCED CODES.
SPRINKLERED AREAS OF THE BUILDING SHALL BE IN ACCORDANCE WITH FIRE PROTECTION DATA ON
THIS SHEET AND THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.
FIRE HOSE VALVE
FLOOR CONTROL VALVE
ESFR
#
HYDRAULIC CALCULATION NODE
#
HYDRAULIC CALCULATION PIPE
UPRIGHT SPRINKLER
SPRINKLERS SHALL BE CENTERED IN CEILING TILES IN AREAS WITH LAY-IN TILES AND VISUALLY
ALIGNED IN AREAS WITH SMOOTH CEILINGS.
PENDENT SPRINKLER
SHUT OFF VALVE
*
7
KEYED NOTES
1
1
8
2
4-WAY VERTICAL FIRE DEPARTMENT CONNECTION WITH
1
2 2" INLETS AND 6" BACK OUTLET
9
3
4
INDICATOR VALVE
*
w/ TAMPER SWITCH
ISOLATION VALVE WITH TAMPER SWITCH
11
12
CONTRACTOR SHALL ANTICIPATE THE OFFSETTING OF SPRINKLER PIPING TO AVOID CONFLICTS WITH MECHANICAL
AND ELECTRICAL CONDITIONS. PIPING MUST PASS ALL SPECIFIED LEAK INTEGRITY TESTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AREA OF WORK THROUGHOUT INSTALLATION AND SHALL
REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PATCH
ALL HOLES IN AREAS AFFECTED BY THE CONSTRUCTION.
72" FLANGED SPACE RESERVED FOR FUTURE
FIRE PUMP
ALL PIPE PENETRATIONS OF RATED FLOORS AND WALL MUST MEET UL RATED ASSEMBLIES. ALL PIPE
PENETRATIONS THRU FLOORS MUST HAVE SLEEVES. THE SLEEVES SHALL EXTEND A MIN. OF 1" ABOVE
THE FLOOR AND BE FIRE SEALED AT THE FLOOR.
PIPING 8" AND GREATER IN DIAMETER SHALL BE SUPPORTED BY STEEL BEAMS AND JOISTS. PIPING
SHALL NOT BE SUPPORTED FROM METAL ROOF DECK. PIPING MAY BE SUPPORTED FROM THE RIB
(THICKENED) PORTION OF COMPOSITE DECK AND CONCRETE. PIPING SUPPORTED BY JOISTS SHALL BE
WITHIN 6" OF JOIST PANEL POINTS. PIPING 8" DIAMETER AND GREATER AND RUNNING PARALLEL TO
JOISTS/BEAMS SHALL BE SUPPORTED BY AT LEAST TWO (2) JOISTS/BEAMS. PIPES 8" DIAMETER AND
GREATER SUPPORTED BY JOISTS SHALL HAVE SUPPORT POINTS AT 5 FEET O.C. MAX IN EACH DIRECTION.
CHECK VALVE WITH FLOW DIRECTION
SUPERVISED VALVE
*
FIRE ZONE BORDER
CONNECT TO EXISTING
6" CHECK VALVE IN FDC LINE
*
*
WALL MOUNTED INDICTOR VALVE
W/ TAMPER SWITCH
8"
5
8" PIV BY CIVIL; SEE CIVIL DRAWING C4.2.1
6
NEW 8" TAP TO EXISTING FIRE LINE
7
EXISTING 2 2"X 2 2"X 6" FIRE DEPARTMENT CONNECTION;
1
1
SEE CIVIL DRAWING C4.2.1
8
EXISTING BACKFLOW PREVENTER IN PIT
9
EXISTING 12 CEMENT LINED CAST IRON
UNDERGROUND PIPE
10
EXISTING SITE WATER LINE
11
LIMIT OF SPRINKLER CONTRACTOR WORK 5'
OUTSIDE BUILDING WALL
12
LIMIT OF CIVIL CONTRACTOR WORK
13
OS&Y GATE VALVE OR UL LISTED BUTTERFLY VALVE w/ TAMPER SWITCH
14
EXISTING FIRE DEPARTMENT CONNECTION
15
PIPE MOUNTED AIR COMPRESSOR
14
7
NO.
8"
DATE
BY
REVISION
AIR CARGO BUILDING C
5
8
FIRE PROTECTION
DRAWING LIST, DESIGN
CRITERIA AND GENERAL NOTES
6
9
WBS NUMBER:
D.07.55.009
W
W
W
W
W
DRAWN BY:
K. MILNER
W
DESIGNED BY:
FC NUMBER:
10
FC-6006007929-A
A/E PROJECT NUMBER.
1
FP0.1.1
HII-0730621
WATER FIRE MAIN ENTRANCE SCHEMATIC
J. CRAYTOR
CHECKED BY:
J. CRAYTOR
APPROVED BY:
SCALE: NONE
J. CRAYTOR
DATE:
11/25/2014
SCALE:
NORTH
AS NOTED
SHEET NO:
FP 0.1.1
SEAL
NOT RELEASED FOR CONSTRUCTI
ON
13
2
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
CITY OF ATLANTA, GEORGIA
Hartsfield-Jackson
Atlanta International Airport
A
MATRIX 3D
HEERY INTERNATIONAL, INC. 999
44 BROAD STREET
PEACHTREE STREET, NE
ATLANTA, GA 30303
11
ATLANTA, GA 30309
PHONE:404.522.3801
PHONE: 404.419.9190
FAX: 404.522.3823
FAX: 404.946.2017
17
STEVENS & WILKINSON, INC.
100 PEACHTREE STREET NW, SUITE 2500
14
ATLANTA, GA 30303
PHONE: 404.522.8888
FAX: 404.521.6204
SOUTHEASTERN ENGINEERING, INC. (SEI)
2470 SANDY PLAINS ROAD
MARIETTA, GA 30066
PHONE: 770.321.3936
FAX: 770.321.3935
ZONE 2
ZONE 3
ZONE 4
10
10
10
AI
R CARGO BUI
LDI
NG C,100% CONSTRUCTI
ON DOCUM ENTS I
SSUED FOR BI
D,NOVEM BER 25,2014
1
B
ZONE 2
ZONE 3
ZONE 4
16
C
6"
6"
18
18
D
4"
ZONE 5
ZONE 5
D.1
2
8
FP1.1.1
9
E
6
7
5
10
8
6"
8"TYP. 3 PLACES
4"
ZONE-5
4"
9
6"
4"
1
FP1.1.1
FIRE PROTECTION OVERALL PLAN - OPERATIONS LEVEL
15
SCALE: 1/16"=1'-0"
8"
8"
3
4
2
8"
8"
NORTH
SEE CIVIL
DRAWING C 4.2.1
KEY MAP
12 13
KEYED NOTES
1
4" MAIN UP
2
ZONE 5 DRY PIPE RISER MOUNTED
8" FIRE MAIN ENTRANCE
11 NO SPRINKLERS IN THIS AREA PER NFPA 13-2010
8.15.10.3. ROOM HAS 2-HOUR FIRE RATED
ENCLOSURE
AIR COMPRESSOR
4"
12 SEE DETAIL 3/FP1.1.1
3
POTENTIAL FIRE PUMP LOCATION
4
POTENTIAL FIRE PUMP CONTROLER LOCATION
5
ZONE 1 - WET (OFFICES)
6
ZONE 2 - WET (WAREHOUSE)
13 FIRE DEPARTMENT CONNECTION 4 X 21 " X 6"
2
11
14 PROVIDE A SIDEWALL SPRAY SPRINKLER AT
THE BOTTOM OF THE ELEVATOR HOISTWAY
PER NFPA 13-2010, 8.15.5
13
15 8" RISER MANIFOLD, SEE DETAIL 1/FP0.1.1
DATE
BY
REVISION
ZONE 3 - WET (WAREHOUSE)
8
ZONE 4 - WET (WAREHOUSE)
9
ZONE 5 - DRY (LOADING DOCK)
10 EXTRA HAZARD GROUP 1
0.3 GPM/SFT. OVER 2500/SFT.
AIR CARGO BUILDING C
16 8" MAINS UP TO BOTTOM OF STRUCTURE
14
17 PROVIDE A WATERFLOW SWITCH WITHOUT
A TIME DELAY TO SHUTDOWN ELECTRICAL
POWER UPON APPLICATION OF WATER IN
THE ELEVATOR MACHINE ROOM PER NFPA
13-2010, 8.15.5 AND ASME 17.1-2010, 2.8.
2"
FIRE PROTECTION
AND FIRE ENTRANCE
17
OPERATIONS LEVEL PLANS
MAX AREA/SPRINKLER 100 FT.
18 SPRINKLERS SHALL BE INSTALLED UNDER THE
MEZZANINE LOADING AREA TO PROVIDE PROPER
COVERAGE, PROTECTION, AND COORDINATION
WITH OVERHEAD DOORS PER PER NFPA
13-2010, CHAPTER 8
FDC AND WALL MOUNTED INDICATOR
3
FP1.1.1
ZONE 1
VALVE ELEVATION DETAIL
WBS NUMBER:
D.07.55.009
NO SCALE
DRAWN BY:
K. MILNER
DESIGNED BY:
FC NUMBER:
FC-6006007929-A
A/E PROJECT NUMBER.
HII-0730621
E
J. CRAYTOR
CHECKED BY:
J. PETERKIN
APPROVED BY:
J. CRAYTOR
DATE:
11/25/2014
SCALE:
NORTH
AS NOTED
2
FP1.1.1
FIRE PROTECTION PARTIAL PLAN
SHEET NO:
SCALE: 1/8"=1'-0"
FP 2.1.1
SEAL
NOT RELEASED FOR CONSTRUCTI
ON
7
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
2
FP 2.2.1
CITY OF ATLANTA, GEORGIA
A
Hartsfield-Jackson
Atlanta International Airport
ZONE 1A
MATRIX 3D
HEERY INTERNATIONAL, INC. 999
44 BROAD STREET
PEACHTREE STREET, NE
ATLANTA, GA 30303
ATLANTA, GA 30309
PHONE:404.522.3801
PHONE: 404.419.9190
FAX: 404.522.3823
FAX: 404.946.2017
STEVENS & WILKINSON, INC.
100 PEACHTREE STREET NW, SUITE 2500
ATLANTA, GA 30303
PHONE: 404.522.8888
FAX: 404.521.6204
4
ZONE 2
4
SOUTHEASTERN ENGINEERING, INC. (SEI)
2470 SANDY PLAINS ROAD
4
MARIETTA, GA 30066
PHONE: 770.321.3936
FAX: 770.321.3935
ZONE 3
ZONE 4
2
2
2
5
5
5
8
8
8
4
4
AI
R CARGO BUI
LDI
NG C,100% CONSTRUCTI
ON DOCUM ENTS I
SSUED FOR BI
D,NOVEM BER 25,2014
1
B
7
4
C
3
6
ZONE 5
ZONE 1
ZONE 1
ZONE 5
4
D
D.1
1
2
3
1
ZONE 1
E
1
FP2.2.1
FIRE PROTECTION OVERALL PLAN - OFFICE LEVEL
SCALE: 1/16"=1'-0"
HYDRAUIC
REMOTE AREA 1
KEYED NOTES
6"
8"
6"
13
13
26
26
39
52
39
52
55
A
1
4"MAIN FROM BELOW
2
EXTRA HAZARD GROUP 1
55
0.3 GPM/SFT. OVER 2500/SFT.
25
38
51
54
2- 1/2"
12
11
24
11
12
10
23
38
24
23
10
36
22
9
9
37
51
37
3
8" MAINS DOWN TO OPERATIONS LEVEL
4
COORDINATE PIPE HANGERS WITH STRUCTURAL
PRIOR TO HANGING ANY PIPE. STRUCTURAL
ENGINEER TO FIELD SURVEY INSTALLATION
PRIOR TO FILLING SYSTEM WITH WATER
5
SYSTEM MAY BE LOOPED OR GRIDDED PER NFPA 13
6
FLOW SWITCH FOR ZONE 1A
7
SPRINKLER LINE TO ZONE 1A
8
SYSTEM MAY BE DESIGNED AS A LOOPED OR GRIDED SYSTEM.
SPRINKLER CROSS MAINS SHALL BE TIGHT TO STRUCTURAL
NORTH
KEY MAP
54
50
49
36
53
53
49
35
22
21
50
MAX AREA/SPRINKLER 100 FT.
35
48
48
8
21
8
34
20
7
7
19
6
19
6
1
4
16
43
30
15
43
29
D.07.55.009
42
42
FC-6006007929-A
1"
41
A/E PROJECT NUMBER.
15
HII-0730621
2
14
28
13
27
1
1
K. MILNER
J. CRAYTOR
CHECKED BY:
J. PETERKIN
41
27
14
DRAWN BY:
DESIGNED BY:
FC NUMBER:
10'
28
2
OFFICE LEVEL PLAN
44
29
10'
5'
44
WBS NUMBER:
16
REVISION
FIRE PROTECTION
45
30
3
3
BY
AIR CARGO BUILDING C
46
31
31
17
DATE
45
32
18
NO.
46
32
17
-1
2"
5
47
33
33
18
5
4
34
20
BE GREATER THAN 32'-0" A.F.F AND SLOPED FOR DRAINAGE.
UPRIGHT SPRINKLERS SHALL BE ON SPRIGS PER NFPA 13.
COORDINATE SPRINKLERS WITH ELECTRICAL LIGHTING AND
MECHANICAL SYSTEM.
47
40
APPROVED BY:
40
J. CRAYTOR
DATE:
11/25/2014
2
FP 2.2.1
REMOTE AREA PARTIAL PLAN
SCALE:
NORTH
AS NOTED
SHEET NO:
SCALE: 1/8"=1'-0"
SEAL
FP 2.2.1
NOT RELEASED FOR CONSTRUCTI
ON
2"
MEMBER, APPROXIMATELY 31'-0" A.F.F. BRANCH LINES SHALL