FP 0.1.1 FIRE PROTECTION LEGEND AND DETAILS
3
BY NO. DATE REVISION Atlanta International Airport Hartsfield-Jackson CITY OF ATLANTA, GEORGIA FC NUMBER: A/E PROJECT NUMBER. WBS NUMBER: DATE: APPROVED BY: CHECKED BY: DESIGNED BY: DRAWN BY: SCALE: SHEET NO: D.07.55.009 FC-6006007929-A SEAL FAX: 404.946.2017 PHONE: 404.419.9190 ATLANTA, GA 30309 PEACHTREE STREET, NE HEERY INTERNATIONAL, INC. 999 FAX: 404.521.6204 PHONE: 404.522.8888 ATLANTA, GA 30303 100 PEACHTREE STREET NW, SUITE 2500 STEVENS & WILKINSON, INC. HII-0730621 AIR CARGO BUILDING C AI R CARGO BUI L DI NG C, 100 % CONS T RUCT I ON DO CUM ENT S I SS UED F O R BI D, NOVEM BER 25 , 2014 FAX: 404.522.3823 PHONE:404.522.3801 ATLANTA, GA 30303 44 BROAD STREET MATRIX 3D NORTH 11/25/2014 FAX: 770.321.3935 PHONE: 770.321.3936 MARIETTA, GA 30066 2470 SANDY PLAINS ROAD SOUTHEASTERN ENGINEERING, INC. (SEI) NO T RELEAS ED F O R CONS T RUCT I ON K. MILNER J. CRAYTOR FP 0.1.1 J. CRAYTOR SHEET NUMBERING SYSTEM SECTOR INDICATOR (OPTIONAL) SEQUENCE NUMBER / FLOOR NUMBER SHEET TYPE DESIGNATOR DISCIPLINE DESIGNATOR SHEET TYPE DESIGNATOR # DESCRIPTION DRAWING LIST FP 1.1.1 0 1 2 3 4 5 EQUIPMENT SCHEDULES DETAILS OR DIAGRAM SCHEMATIC DIAGRAMS FIRE PROTECTION ZONES PLAN FIRE PROTECTION ZONES AND FIRE ENTRANCE PLAN GENERAL OCCUPANCY CLASSIFICATION: HYDRAULIC REMOTE AREA (DRY): DESIGN DENSITY: MAXIMUM COVERAGE/SPRINKLER: OCCUPANCY CLASSIFICATION: DESIGN DENSITY: HYDRAULIC REMOTE AREA (WET): MAXIMUM COVERAGE/SPRINKLER: OUTSIDE HOSE STREAM ALLOWANCE: 0.20 GPM/SQ. FT. 1,500 SQ. FT. 130 SQ. FT. 250 GPM 130 SQ. FT. 250 GPM 1,950 SQ. FT. 0.20 GPM/SQ. FT. ORDINARY HAZARD, GROUP 1 OUTSIDE HOSE STREAM ALLOWANCE: 1,500 SQ. FT. 225 SQ. FT. 0.10 GPM/SQ. FT. OCCUPANCY CLASSIFICATION: DESIGN DENSITY: HYDRAULIC REMOTE AREA (WET): MAXIMUM COVERAGE/SPRINKLER: OUTSIDE HOSE STREAM ALLOWANCE: 100 GPM SYSTEM ON THIS PROJECT. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2002 EDITION. NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2003 EDITION. NFPA 1, FIRE PREVENTION CODE, 2003 EDITION. INTERNATIONAL BUILDING CODE, 2003 EDITION. 5. 4. 3. 2. 1. NFPA 72, NATIONAL FIRE ALARM CODE, 2002 EDITION. DESIGN CRITERIA: FIRE PROTECTION CRITERIA: 1,500 SQ. FT. 130 SQ. FT. 0.15 GPM/SQ. FT. OCCUPANCY CLASSIFICATION: DESIGN DENSITY: HYDRAULIC REMOTE AREA (WET): MAXIMUM COVERAGE/SPRINKLER: OUTSIDE HOSE STREAM ALLOWANCE: 250 GPM ORDINARY HAZARD, GROUP I ORDINARY HAZARD, GROUP 2 GENERAL NOTES: LIGHT HAZARD 1 FP0.1.1 SCALE: NONE W W W W W W FIRE PROTECTION LEGEND ESFR FLOOR CONTROL VALVE FIRE HOSE VALVE OUTSIDE SCREW & YOKE DUCTILE IRON GALLONS PER MINUTE CENTERLINE PIPING RISE IN DIRECTION OF FLOW PIPING DROP IN DIRECTION OF FLOW CAP ON END OF PIPING PRE-ACTION SYSTEM RISER FIRE HOSE VALVE CABINET SPRINKLER PIPING WET PIPE SYSTEM RISER DRY PIPE SYSTEM RISER FHV HYDRAULIC CALCULATION NODE # # OFFICE SPACE UNLESS NOTED OTHERWISE (WET PIPE SPRINKLER SYSTEM) SPRINKLER K: 5.6 EQUIPMENT ROOMS, BUILDING MAINTENANCE/REPAIR AREAS, WORKROOMS, SHELL SPACE SPRINKLER K: 5.6 AREA UNDER MEZZANINE, & ALL AREAS REQUIRED BY NFPA 13. FILE ROOMS, HOUSEKEEPING, RECYCLABLE & HAZARDOUS WASTE, MAIL ROOM, LOADING DOCK STORAGE AREAS, RECEIVING AREAS, MECHANICAL ROOMS, UTILITY AREAS, STOCK ROOMS, RECORDS AREAS, SPRINKLER K: 5.6 OR 8.0 EXTERIOR LOADING DOCK OVERHANG (DRY PIPE SPRINKLER SYSTEM) SPRINKLER K: 5.6 OR 8.0 OCCUPANCY CLASSIFICATION: HYDRAULIC REMOTE AREA (WET): DESIGN DENSITY: MAXIMUM COVERAGE/SPRINKLER: 100 SQ. FT. 500 GPM 2,500 SQ. FT. 0.30 GPM/SQ. FT. OUTSIDE HOSE STREAM ALLOWANCE: SPRINKLER K: WAREHOUSE EXTRA HAZARD, GROUP 1 8.0 HYDRAULIC CALCULATION PIPE UPRIGHT SPRINKLER PENDENT SPRINKLER SHUT OFF VALVE CHECK VALVE WITH FLOW DIRECTION * * * * * * * FIRE PROTECTION OFFICE LEVEL FLOOR PLAN FP 2.1.2 LEVEL FLOOR PLAN FIRE PROTECTION AND FIRE ENTRANCE OPERATIONS FP 2.1.1 AND GENERAL NOTES FIRE PROTECTION DRAWING LIST, DESIGN CRITERIA, FP 0.1.1 CRITERIA AND GENERAL NOTES DRAWING LIST, DESIGN FIRE PROTECTION J. CRAYTOR 0 600 WATER FLOW - GALLONS PER MINUTE LOCATION: WATER PRESSURE - POUNDS PER SQUARE I NCH 20 40 60 80 100 PROJECT: 120 140 100 0 200 SYSTEM: 300 400 500 700 800 900 1000 0 200 400 600 800 1000 1200 1400 1600 1800 2000 0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 550 1100 2200 650 1300 2600 750 1500 3000 850 1700 3400 950 1900 3800 10 30 50 70 90 110 130 DATE: AVAILABLE WATER SUPPLY 70 PSI @ 1190 GPM RESIDUAL PRESSURE 78 PSI STATIC PRESSURE FIRE PROTECTION 4-25-2013 DEMAND (61.68 PSI @ 1381.4 GPM) AVAILABLE WATER AT SYSTEM CONNECT TO EXISTING * * W/ TAMPER SWITCH WALL MOUNTED INDICTOR VALVE w/ TAMPER SWITCH INDICATOR VALVE HJ-AIA AIR CARGO C ATLANTA, GA FLOW: 1,190 GPM RESIDUAL: 70 PSI STATIC: 78 PSI FLOW TEST INFORMATION: BUILDING SITE CARGO DRIVE EAST OF HYDRANTS ALONG SOUTH LOCATION: 4-25-2013, 10:30 AM DATE: CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS BASED ON FLOW TEST RESULTS. BE ADJUSTED FOR THE LOWEST STATIC PRESSURE THAT IS RECORED OVER A 5-MINUTE PERIOD. FOR A MINUMUM OF 24-HOURS AT A MINIMUM 2-MINUTE INTERVAL. THE FLOW TEST RESULTS SHALL EXISTING FIRE MAIN. CONTRACTOR SHALL RECORD THE STATIC PRESSURE AT THE GAUGE HYDRANT FLOW TEST INFORMATION IS FOR REFERENCE ONLY. CONTRACTOR SHALL PERFORM FLOW TEST ON PROPER DRAINAGE. ADDITIONAL AUXILIARY DRAINS SHALL BE INSTALLED WHERE REQUIRED. CONTRACTOR SHALL SLOPE ALL PIPING TO THE FIRE ENTRANCE RISER AS REQUIRED TO INSURE AVOID PENETRATING ANY STRUCTURAL BEAM. AND BUILDING STRUCTURAL MEMBERS. OFFSET PIPING WHERE REQUIRED TO AVOID CONFLICTS. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL INSTALLATIONS, DRAWINGS. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE ABOVE-REFERENCED CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE PROTECTION SYSTEM DESIGN AND SHOP THIS SHEET AND THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. SPRINKLERED AREAS OF THE BUILDING SHALL BE IN ACCORDANCE WITH FIRE PROTECTION DATA ON ALIGNED IN AREAS WITH SMOOTH CEILINGS. SPRINKLERS SHALL BE CENTERED IN CEILING TILES IN AREAS WITH LAY-IN TILES AND VISUALLY ALL HOLES IN AREAS AFFECTED BY THE CONSTRUCTION. REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PATCH CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AREA OF WORK THROUGHOUT INSTALLATION AND SHALL AND ELECTRICAL CONDITIONS. PIPING MUST PASS ALL SPECIFIED LEAK INTEGRITY TESTS. CONTRACTOR SHALL ANTICIPATE THE OFFSETTING OF SPRINKLER PIPING TO AVOID CONFLICTS WITH MECHANICAL THE FLOOR AND BE FIRE SEALED AT THE FLOOR. PENETRATIONS THRU FLOORS MUST HAVE SLEEVES. THE SLEEVES SHALL EXTEND A MIN. OF 1" ABOVE ALL PIPE PENETRATIONS OF RATED FLOORS AND WALL MUST MEET UL RATED ASSEMBLIES. ALL PIPE GREATER SUPPORTED BY JOISTS SHALL HAVE SUPPORT POINTS AT 5 FEET O.C. MAX IN EACH DIRECTION. JOISTS/BEAMS SHALL BE SUPPORTED BY AT LEAST TWO (2) JOISTS/BEAMS. PIPES 8" DIAMETER AND WITHIN 6" OF JOIST PANEL POINTS. PIPING 8" DIAMETER AND GREATER AND RUNNING PARALLEL TO (THICKENED) PORTION OF COMPOSITE DECK AND CONCRETE. PIPING SUPPORTED BY JOISTS SHALL BE SHALL NOT BE SUPPORTED FROM METAL ROOF DECK. PIPING MAY BE SUPPORTED FROM THE RIB PIPING 8" AND GREATER IN DIAMETER SHALL BE SUPPORTED BY STEEL BEAMS AND JOISTS. PIPING 9 8 7 6 5 4 3 2 1 " INLETS AND 6" BACK OUTLET 2 1 2 4-WAY VERTICAL FIRE DEPARTMENT CONNECTION WITH 6" CHECK VALVE IN FDC LINE SEE CIVIL DRAWING C4.2.1 "X 6" FIRE DEPARTMENT CONNECTION; 2 1 "X 2 2 1 EXISTING 2 NEW 8" TAP TO EXISTING FIRE LINE UNDERGROUND PIPE EXISTING 12 CEMENT LINED CAST IRON EXISTING SITE WATER LINE OUTSIDE BUILDING WALL LIMIT OF SPRINKLER CONTRACTOR WORK 5' LIMIT OF CIVIL CONTRACTOR WORK OS&Y GATE VALVE OR UL LISTED BUTTERFLY VALVE w/ TAMPER SWITCH 8" 8" ( D R YL OAD I NG DO C K ) Z ON E 5 ( WET , WA R E HOU S E ) Z ON E 4 ( WET , WA R E HOU S E ) Z ON E 3 ( WET , WA R E HOU S E ) Z ON E 2 ( WET , O FF I C E ) Z ON E 1 & 1 A 6" 8" 8" 8" 4" 8" 8" 6" 8" 8" 8" SUPERVISED VALVE * FIRE ZONE BORDER SCOPE NOTES: 5. 2. 1. FACILITY DESCRIPTION: FIT–OUT AS REQUIRED BY THE END-USER. OFFICE AREAS. ADDITIONAL OFFICE SPACE FOR THE DOA RAMP OFFICE IS DESIGNED TO BE WAREHOUSE WITH COMMODITY AND RACK-STORAGE HEIGHT LIMITS AND ASSOCIATED SHELL AND FIRE CODE REQUIREMENTS. THE SCOPE INCLUDES FIT-UP FOR A FUNCTIONAL GENERAL NEW AIR CARGO BUILDING C. THE FACILITY IS DESIGNED TO BE FULLY SPRINKLED PER BUILDING THE FIRE PROTECTION SCOPE OF WORK INCLUDES WET AND DRY SPRINKLER SYSTEMS FOR THE THIS FACILITY IS SIMILAR IN SIZE, LAYOUT, AND FUNCTION TO THE EXISTING AIR CARGO BUILDINGS A, B, AND D. THE FACILITY IS CURRENTLY EXPECTED TO HAVE A SINGLE TENANT. THE FACILITY IS BEING DESIGNED AND BUILT AS A SPECULATIVE WAREHOUSE WITHOUT A SPECIFIC TENANT. THE MAXIMUM WAREHOUSE CEILING/ROOF HEIGHT, AND THE MAXIMUM STORAGE HEIGHT. OF THEIR ANTICIPATED COMMODITIES, THE QUANTITY OF THE COMMODITIES, THE STORAGE CONFIGURATION, UPGRADE ONE OR MORE OF THE WAREHOUSE SPRINKLER ZONES BASED ON THE CLASSIFICATION EXISTING WATER SUPPLY WITHOUT THE AID OF A FIRE PUMP. THE ULTIMATE TENANT MAY NEED TO PROTECTION AND BE DESIGNED TO MAXIMIZE THE DESIGN DENSITY IN THE WAREHOUSE BASED ON THE WAREHOUSE SPRINKLER SYSTEM DESIGN: THE SPRINKLER SYSTEM SHOULD PROVIDE GENERAL STORAGE A TWO-STORY-ATTACHED 2,400 FT2 RAMP OPERATIONS OFFICE. 19,800 FT2 MEZZANINE, A TWO-STORY ATTACHED 5,900 FT2 OFFICE AND RECEPTION STRUCTURE, AND THE MAIN OPERATIONS AREA OF THE FACILITY IS AN APPROXIMATELY 100,000 FT2WAREHOUSE WITH A THAT COULD ALLOW A MAXIMUM STORAGE HEIGHT OF 35 FEET. THE WAREHOUSE IS A HIGH-BAY AREA WITH A MAXIMUM CEILING/ROOF HEIGHT OF 42’-8” AND A 1:12 SLOPE LIMIT THE QUANTITY AND DISPERSION OF HIGHER HAZARD COMMODITIES ARE MET AND ENFORCED. HIGHEST CLASSIFIED COMMODITY AND STORAGE ARRANGEMENT UNLESS CERTAIN REQUIREMENTS THAT AREA SHALL NOT BE BASED ON THE OVERALL COMMODITY MIX BUT BY THE REQUIREMENTS FOR THE WAREHOUSE COMMODITIES: PER NFPA 13-2010, §5.6.1.2 MIXED COMMODITIES, THE PROTECTION OF A FIRE LOOPED OR GRIDDED SYSTEM. REQUIRED TO DELIVER APPROXIMATELY 1,400 GPM. THE SPRINKLER CONTRACTOR MAY PROVIDE A INSIDE/OUTSIDE HOSE STREAM OF 500 GPM. BASED ON THIS CRITERION, THE WATER MAIN WOULD BE WILL REQUIRE A DESIGN DENSITY OF 0.30 GPM OF WATER OVER A 2500 FT2 FIRE AREA WITH A TOTAL A PLASTICS WITH NO LIMITATION ON CEILING HEIGHT. THE EXTRA HAZARD GROUP1 DENSITY/AREA CURVE FROM CHAPTER 13 WILL COVER CLASS I THROUGH CLASS IV COMMODITY CLASSIFICATIONS AND GROUP PROTECTED AS MISCELLANEOUS STORAGE. SELECTION OF THE EXTRA HAZARD GROUP 1 DESIGN CURVE OF 12-FT. OR LESS AND PER §13.2.1 (6), GROUP A PLASTICS STORED HEIGHTS OF 5-FT. OR LESS MAY BE WAREHOUSE HAZARD CLASSIFICATION: PER NFPA 13-2010, §13.2.1 (5), COMMODITIES STORED TO HEIGHTS OFFICE MECHANICAL SPACE. THE DESIGN AREA WILL BE INCREASED 30% TO 1,950 FT2 PER NFPA 13-2010. THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE DRY VALVE WILL BE LOCATED IN THE MAIN ZONE #5 WILL BE A DRY SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE LOADING DOCK OVERHANG. VALVES WILL BE LOCATED IN THE OFFICE MECHANICAL ROOM. CEILING. THE SPRINKLER PIPING MAY BE ARRANGED AS A TREE OR GRID SYSTEM. THE WET ALARM CHECK COVER 4 BAY WIDTHS. ZONE #3 WILL COVER 5 BAY WIDTHS. THE THREE ZONES WILL COVER THE WAREHOUSE ZONE WILL BE LESS THAN 40,000 SQ. FT. BASED ON THE HAZARD CLASSIFICATION. ZONE #2 AND ZONE #4 WILL THE WAREHOUSE AREA WILL BE DIVIDED INTO THREE WET ZONES. THE MAXIMUM AREA OF PROTECTION PER SWITCH WILL BE INSTALLED IN THIS LINE AT THE DOA RAMP OFFICE AND CONNECTED TO THE FIRE ALARM PANEL. DOWN THE CATWALK TO THE DOA RAMP OFFICE FOR PROTECTION OF THIS SPACE AS ZONE #1A. A FLOW BENEATH THE MEZZANINE AT THE LOADING DOCK AND A SPRINKLER LINE FROM ZONE #1 WILL BE EXTENDED VALVE WILL BE LOCATED IN THE MAIN OFFICE MECHANICAL SPACE. ZONE #1 WILL ALSO SERVE THE AREA MEZZANINE AREAS. THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE WET ALARM CHECK ZONE #1 WILL BE A WET SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE MAIN OFFICE AND THE AIR CARGO FACILITIES. THE ZONE SIZES MEET THE REQUIREMENTS OF NFPA 13-2010. SPRINKLER ZONES: THE AIR CARGO FACILITY IS DIVIDED INTO FIVE SPRINKLER ZONES SIMILAR TO THE EXISTING CONTROLLER. CURRENT DESIGN. AN AREA HAS BEEN SET ASIDE IN THE MECHANICAL ROOM FOR A FUTURE FIRE PUMP AND FIRE PUMP: BASED ON THE APRIL 25, 2013 WATER FLOW TEST DATA, A FIRE PUMP IS NOT ANTICIPATED FOR THE . 3. 4. 6. 7. 8. 9. 10. 11. 12. SPRINKLERS WILL BE INSTALLED AT THE BOTTOM OF EACH ELEVATOR HOISTWAY. DE-ENERGIZE THE ELEVATOR EQUIPMENT UPON ACTIVATION OF THE SPRINKLER IN THE ROOM. SIDEWALL SPRAY THE SPRINKLER SYSTEM PER NFPA 13-2010, §8.15.5. AN INLINE WATER FLOW SWITCH WILL BE INSTALLED TO THE ELEVATOR MACHINE ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL BE PROTECTED BY BY THE SPRINKLER SYSTEM UNDER THE EXCEPTIONS ALLOWED FOR IN NFPA 13-2010, §8.15.10.3. THE ELECTRICAL ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL NOT BE PROTECTED OF WATER OVER A 1,500 FT2 AREA. INCIDENTAL ORDINARY HAZARD GROUP 1 STORAGE AREAS. THE DENSITY DESIGN/AREA WILL BE 0.10 GPM THE MAIN OFFICE, THE DOA RAMP OFFICE, AND THE MEZZANINE ARE LIGHT HAZARD CLASSIFICATIONS WITH FT2 AREA. CLASSIFICATION PER NFPA 13-2010. THE DESIGN DENSITY/AREA WILL BE 0.20 GPM OF WATER OVER A 1,500 THE LOADING DOCK AREA UNDER THE MEZZANINE WILL BE PROTECTED AS AN ORDINARY HAZARD GROUP 2 GENERAL HAZARD CLASSIFICATIONS AND PROTECTION: 8" PIV BY CIVIL; SEE CIVIL DRAWING C4.2.1 FIRE PUMP 72" FLANGED SPACE RESERVED FOR FUTURE ISOLATION VALVE WITH TAMPER SWITCH EXISTING BACKFLOW PREVENTER IN PIT EXISTING FIRE DEPARTMENT CONNECTION PIPE MOUNTED AIR COMPRESSOR AS NOTED WATER FIRE MAIN ENTRANCE SCHEMATIC 10 11 12 13 11 12 10 13 13 13 13 13 KEYED NOTES 1 2 3 4 5 6 7 8 9 2 1 4 3 5 7 8 6 9 14 14 15 15
Transcript of FP 0.1.1 FIRE PROTECTION LEGEND AND DETAILS
BYNO. DATE REVISION
Atlanta International AirportHartsfield-Jackson
CITY OF ATLANTA, GEORGIA
FC NUMBER:
A/E PROJECT NUMBER.
WBS NUMBER:
DATE:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SCALE:
SHEET NO:
D.07.55.009
FC-6006007929-A
SEAL
FAX: 404.946.2017
PHONE: 404.419.9190
ATLANTA, GA 30309
PEACHTREE STREET, NE
HEERY INTERNATIONAL, INC. 999
FAX: 404.521.6204
PHONE: 404.522.8888
ATLANTA, GA 30303
100 PEACHTREE STREET NW, SUITE 2500
STEVENS & WILKINSON, INC.
HII-0730621
AIR CARGO BUILDING C
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5, 2014
FAX: 404.522.3823
PHONE:404.522.3801
ATLANTA, GA 30303
44 BROAD STREET
MATRIX 3D
NORTH
11/25/2014
FAX: 770.321.3935
PHONE: 770.321.3936
MARIETTA, GA 30066
2470 SANDY PLAINS ROAD
SOUTHEASTERN ENGINEERING, INC. (SEI)
NO
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K. MILNER
J. CRAYTOR
FP 0.1.1
J. CRAYTOR
SHEET NUMBERING SYSTEM
SECTOR INDICATOR (OPTIONAL)
SEQUENCE NUMBER / FLOOR NUMBER
SHEET TYPE DESIGNATOR
DISCIPLINE DESIGNATOR
SHEET TYPE DESIGNATOR
# DESCRIPTION
DRAWING LIST
FP 1.1.1
0
1
2
3
4
5 EQUIPMENT SCHEDULES
DETAILS OR DIAGRAM
SCHEMATIC DIAGRAMS
FIRE PROTECTION ZONES PLAN
FIRE PROTECTION ZONES AND FIRE ENTRANCE PLAN
GENERAL
OCCUPANCY CLASSIFICATION:
HYDRAULIC REMOTE AREA (DRY):
DESIGN DENSITY:
MAXIMUM COVERAGE/SPRINKLER:
OCCUPANCY CLASSIFICATION:
DESIGN DENSITY:
HYDRAULIC REMOTE AREA (WET):
MAXIMUM COVERAGE/SPRINKLER:
OUTSIDE HOSE STREAM ALLOWANCE:
0.20 GPM/SQ. FT.
1,500 SQ. FT.
130 SQ. FT.
250 GPM
130 SQ. FT.
250 GPM
1,950 SQ. FT.
0.20 GPM/SQ. FT.
ORDINARY HAZARD, GROUP 1
OUTSIDE HOSE STREAM ALLOWANCE:
1,500 SQ. FT.
225 SQ. FT.
0.10 GPM/SQ. FT.
OCCUPANCY CLASSIFICATION:
DESIGN DENSITY:
HYDRAULIC REMOTE AREA (WET):
MAXIMUM COVERAGE/SPRINKLER:
OUTSIDE HOSE STREAM ALLOWANCE: 100 GPM
SYSTEM ON THIS PROJECT.
THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION
NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2002 EDITION.
NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2003 EDITION.
NFPA 1, FIRE PREVENTION CODE, 2003 EDITION.
INTERNATIONAL BUILDING CODE, 2003 EDITION.5.
4.
3.
2.
1.
NFPA 72, NATIONAL FIRE ALARM CODE, 2002 EDITION.
DESIGN CRITERIA:
FIRE PROTECTION CRITERIA:
1,500 SQ. FT.
130 SQ. FT.
0.15 GPM/SQ. FT.
OCCUPANCY CLASSIFICATION:
DESIGN DENSITY:
HYDRAULIC REMOTE AREA (WET):
MAXIMUM COVERAGE/SPRINKLER:
OUTSIDE HOSE STREAM ALLOWANCE: 250 GPM
ORDINARY HAZARD, GROUP I
ORDINARY HAZARD, GROUP 2
GENERAL NOTES:
LIGHT HAZARD
1
FP0.1.1 SCALE: NONE
W W W W W W
FIRE PROTECTION LEGEND
ESFR
FLOOR CONTROL VALVE
FIRE HOSE VALVE
OUTSIDE SCREW & YOKE
DUCTILE IRON
GALLONS PER MINUTE
CENTERLINE
PIPING RISE IN DIRECTION OF FLOW
PIPING DROP IN DIRECTION OF FLOW
CAP ON END OF PIPING
PRE-ACTION SYSTEM RISER
FIRE HOSE VALVE CABINET
SPRINKLER PIPING
WET PIPE SYSTEM RISER
DRY PIPE SYSTEM RISER
FHV
HYDRAULIC CALCULATION NODE#
#
OFFICE SPACE UNLESS NOTED OTHERWISE (WET PIPE SPRINKLER SYSTEM)
SPRINKLER K: 5.6
EQUIPMENT ROOMS, BUILDING MAINTENANCE/REPAIR AREAS, WORKROOMS, SHELL SPACE
SPRINKLER K: 5.6
AREA UNDER MEZZANINE, & ALL AREAS REQUIRED BY NFPA 13.
FILE ROOMS, HOUSEKEEPING, RECYCLABLE & HAZARDOUS WASTE, MAIL ROOM, LOADING DOCK
STORAGE AREAS, RECEIVING AREAS, MECHANICAL ROOMS, UTILITY AREAS, STOCK ROOMS, RECORDS AREAS,
SPRINKLER K: 5.6 OR 8.0
EXTERIOR LOADING DOCK OVERHANG (DRY PIPE SPRINKLER SYSTEM)
SPRINKLER K: 5.6 OR 8.0
OCCUPANCY CLASSIFICATION:
HYDRAULIC REMOTE AREA (WET):
DESIGN DENSITY:
MAXIMUM COVERAGE/SPRINKLER: 100 SQ. FT.
500 GPM
2,500 SQ. FT.
0.30 GPM/SQ. FT.
OUTSIDE HOSE STREAM ALLOWANCE:
SPRINKLER K:
WAREHOUSE
EXTRA HAZARD, GROUP 1
8.0
HYDRAULIC CALCULATION PIPE
UPRIGHT SPRINKLER
PENDENT SPRINKLER
SHUT OFF VALVE
CHECK VALVE WITH FLOW DIRECTION
* * * * *
*
*
FIRE PROTECTION OFFICE LEVEL FLOOR PLANFP 2.1.2
LEVEL FLOOR PLAN
FIRE PROTECTION AND FIRE ENTRANCE OPERATIONSFP 2.1.1
AND GENERAL NOTES
FIRE PROTECTION DRAWING LIST, DESIGN CRITERIA,FP 0.1.1
CRITERIA AND GENERAL NOTES
DRAWING LIST, DESIGN
FIRE PROTECTION
J. CRAYTOR
0600
WATER FLOW - GALLONS PER MINUTE
LOCATION:
WA
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PR
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SU
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OU
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S
PE
R
SQ
UA
RE IN
CH
20
40
60
80
100
PROJECT:
120
140
1000 200
SYSTEM:
300 400 500 700 800 900 1000
0200 400 600 800 1000 1200 1400 1600 1800 2000
0400 800 1200 1600 2000 2400 2800 3200 3600 4000
550
1100
2200
650
1300
2600
750
1500
3000
850
1700
3400
950
1900
3800
10
30
50
70
90
110
130
DATE:
AVAILABLE WATER SUPPLY70 PSI @ 1190 GPMRESIDUAL PRESSURE
78 PSISTATIC PRESSURE
FIRE PROTECTION
4-25-2013
DEMAND (61.68 PSI @ 1381.4 GPM)AVAILABLE WATER AT SYSTEM
CONNECT TO EXISTING
* *W/ TAMPER SWITCH
WALL MOUNTED INDICTOR VALVE
w/ TAMPER SWITCH
INDICATOR VALVE
HJ-AIA AIR CARGO C ATLANTA, GA
FLOW: 1,190 GPMRESIDUAL: 70 PSISTATIC: 78 PSIFLOW TEST INFORMATION:
BUILDING SITECARGO DRIVE EAST OFHYDRANTS ALONG SOUTHLOCATION:
4-25-2013, 10:30 AMDATE:
CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS BASED ON FLOW TEST RESULTS.BE ADJUSTED FOR THE LOWEST STATIC PRESSURE THAT IS RECORED OVER A 5-MINUTE PERIOD. FOR A MINUMUM OF 24-HOURS AT A MINIMUM 2-MINUTE INTERVAL. THE FLOW TEST RESULTS SHALL EXISTING FIRE MAIN. CONTRACTOR SHALL RECORD THE STATIC PRESSURE AT THE GAUGE HYDRANT FLOW TEST INFORMATION IS FOR REFERENCE ONLY. CONTRACTOR SHALL PERFORM FLOW TEST ON
PROPER DRAINAGE. ADDITIONAL AUXILIARY DRAINS SHALL BE INSTALLED WHERE REQUIRED.CONTRACTOR SHALL SLOPE ALL PIPING TO THE FIRE ENTRANCE RISER AS REQUIRED TO INSURE
AVOID PENETRATING ANY STRUCTURAL BEAM. AND BUILDING STRUCTURAL MEMBERS. OFFSET PIPING WHERE REQUIRED TO AVOID CONFLICTS.COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL INSTALLATIONS,
DRAWINGS. CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE ABOVE-REFERENCED CODES.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE PROTECTION SYSTEM DESIGN AND SHOP
THIS SHEET AND THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.SPRINKLERED AREAS OF THE BUILDING SHALL BE IN ACCORDANCE WITH FIRE PROTECTION DATA ON
ALIGNED IN AREAS WITH SMOOTH CEILINGS.SPRINKLERS SHALL BE CENTERED IN CEILING TILES IN AREAS WITH LAY-IN TILES AND VISUALLY
ALL HOLES IN AREAS AFFECTED BY THE CONSTRUCTION. REPAIR OR REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL PATCH CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AREA OF WORK THROUGHOUT INSTALLATION AND SHALL AND ELECTRICAL CONDITIONS. PIPING MUST PASS ALL SPECIFIED LEAK INTEGRITY TESTS. CONTRACTOR SHALL ANTICIPATE THE OFFSETTING OF SPRINKLER PIPING TO AVOID CONFLICTS WITH MECHANICAL
THE FLOOR AND BE FIRE SEALED AT THE FLOOR. PENETRATIONS THRU FLOORS MUST HAVE SLEEVES. THE SLEEVES SHALL EXTEND A MIN. OF 1" ABOVEALL PIPE PENETRATIONS OF RATED FLOORS AND WALL MUST MEET UL RATED ASSEMBLIES. ALL PIPE
GREATER SUPPORTED BY JOISTS SHALL HAVE SUPPORT POINTS AT 5 FEET O.C. MAX IN EACH DIRECTION.JOISTS/BEAMS SHALL BE SUPPORTED BY AT LEAST TWO (2) JOISTS/BEAMS. PIPES 8" DIAMETER AND WITHIN 6" OF JOIST PANEL POINTS. PIPING 8" DIAMETER AND GREATER AND RUNNING PARALLEL TO (THICKENED) PORTION OF COMPOSITE DECK AND CONCRETE. PIPING SUPPORTED BY JOISTS SHALL BE SHALL NOT BE SUPPORTED FROM METAL ROOF DECK. PIPING MAY BE SUPPORTED FROM THE RIBPIPING 8" AND GREATER IN DIAMETER SHALL BE SUPPORTED BY STEEL BEAMS AND JOISTS. PIPING 9
8
7
6
5
4
3
2
1
" INLETS AND 6" BACK OUTLET212
4-WAY VERTICAL FIRE DEPARTMENT CONNECTION WITH
6" CHECK VALVE IN FDC LINE
SEE CIVIL DRAWING C4.2.1
"X 6" FIRE DEPARTMENT CONNECTION; 21"X 22
1EXISTING 2
NEW 8" TAP TO EXISTING FIRE LINE
UNDERGROUND PIPEEXISTING 12 CEMENT LINED CAST IRON
EXISTING SITE WATER LINE
OUTSIDE BUILDING WALLLIMIT OF SPRINKLER CONTRACTOR WORK 5'
LIMIT OF CIVIL CONTRACTOR WORK
OS&Y GATE VALVE OR UL LISTED BUTTERFLY VALVE w/ TAMPER SWITCH
8"
8"
(DR
Y L
OA
DIN
G D
OC
K)
ZO
NE 5
(WET,
WA
RE
HO
USE)
ZO
NE 4
(WET,
WA
RE
HO
USE)
ZO
NE 3
(WET,
WA
RE
HO
USE)
ZO
NE 2
(WET, OFFIC
E)
ZO
NE 1
&1A
6"8" 8" 8" 4"
8"
8"
6"
8"
8"
8"
SUPERVISED VALVE
*
FIRE ZONE BORDER
SCOPE NOTES:
5.
2.
1.
FACILITY DESCRIPTION: FIT–OUT AS REQUIRED BY THE END-USER.OFFICE AREAS. ADDITIONAL OFFICE SPACE FOR THE DOA RAMP OFFICE IS DESIGNED TO BE WAREHOUSE WITH COMMODITY AND RACK-STORAGE HEIGHT LIMITS AND ASSOCIATED SHELL AND FIRE CODE REQUIREMENTS. THE SCOPE INCLUDES FIT-UP FOR A FUNCTIONAL GENERAL NEW AIR CARGO BUILDING C. THE FACILITY IS DESIGNED TO BE FULLY SPRINKLED PER BUILDING THE FIRE PROTECTION SCOPE OF WORK INCLUDES WET AND DRY SPRINKLER SYSTEMS FOR THE
THIS FACILITY IS SIMILAR IN SIZE, LAYOUT, AND FUNCTION TO THE EXISTING AIR CARGO BUILDINGS A, B, AND D.
THE FACILITY IS CURRENTLY EXPECTED TO HAVE A SINGLE TENANT.
THE FACILITY IS BEING DESIGNED AND BUILT AS A SPECULATIVE WAREHOUSE WITHOUT A SPECIFIC TENANT.
THE MAXIMUM WAREHOUSE CEILING/ROOF HEIGHT, AND THE MAXIMUM STORAGE HEIGHT.OF THEIR ANTICIPATED COMMODITIES, THE QUANTITY OF THE COMMODITIES, THE STORAGE CONFIGURATION, UPGRADE ONE OR MORE OF THE WAREHOUSE SPRINKLER ZONES BASED ON THE CLASSIFICATION EXISTING WATER SUPPLY WITHOUT THE AID OF A FIRE PUMP. THE ULTIMATE TENANT MAY NEED TO PROTECTION AND BE DESIGNED TO MAXIMIZE THE DESIGN DENSITY IN THE WAREHOUSE BASED ON THE WAREHOUSE SPRINKLER SYSTEM DESIGN: THE SPRINKLER SYSTEM SHOULD PROVIDE GENERAL STORAGE
A TWO-STORY-ATTACHED 2,400 FT2 RAMP OPERATIONS OFFICE. 19,800 FT2 MEZZANINE, A TWO-STORY ATTACHED 5,900 FT2 OFFICE AND RECEPTION STRUCTURE, AND THE MAIN OPERATIONS AREA OF THE FACILITY IS AN APPROXIMATELY 100,000 FT2WAREHOUSE WITH A
THAT COULD ALLOW A MAXIMUM STORAGE HEIGHT OF 35 FEET. THE WAREHOUSE IS A HIGH-BAY AREA WITH A MAXIMUM CEILING/ROOF HEIGHT OF 42’-8” AND A 1:12 SLOPE
LIMIT THE QUANTITY AND DISPERSION OF HIGHER HAZARD COMMODITIES ARE MET AND ENFORCED.HIGHEST CLASSIFIED COMMODITY AND STORAGE ARRANGEMENT UNLESS CERTAIN REQUIREMENTS THAT AREA SHALL NOT BE BASED ON THE OVERALL COMMODITY MIX BUT BY THE REQUIREMENTS FOR THE WAREHOUSE COMMODITIES: PER NFPA 13-2010, §5.6.1.2 MIXED COMMODITIES, THE PROTECTION OF A FIRE
LOOPED OR GRIDDED SYSTEM.REQUIRED TO DELIVER APPROXIMATELY 1,400 GPM. THE SPRINKLER CONTRACTOR MAY PROVIDE A INSIDE/OUTSIDE HOSE STREAM OF 500 GPM. BASED ON THIS CRITERION, THE WATER MAIN WOULD BE WILL REQUIRE A DESIGN DENSITY OF 0.30 GPM OF WATER OVER A 2500 FT2 FIRE AREA WITH A TOTAL A PLASTICS WITH NO LIMITATION ON CEILING HEIGHT. THE EXTRA HAZARD GROUP1 DENSITY/AREA CURVE FROM CHAPTER 13 WILL COVER CLASS I THROUGH CLASS IV COMMODITY CLASSIFICATIONS AND GROUP PROTECTED AS MISCELLANEOUS STORAGE. SELECTION OF THE EXTRA HAZARD GROUP 1 DESIGN CURVE OF 12-FT. OR LESS AND PER §13.2.1 (6), GROUP A PLASTICS STORED HEIGHTS OF 5-FT. OR LESS MAY BEWAREHOUSE HAZARD CLASSIFICATION: PER NFPA 13-2010, §13.2.1 (5), COMMODITIES STORED TO HEIGHTS
OFFICE MECHANICAL SPACE. THE DESIGN AREA WILL BE INCREASED 30% TO 1,950 FT2 PER NFPA 13-2010.THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE DRY VALVE WILL BE LOCATED IN THE MAIN ZONE #5 WILL BE A DRY SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE LOADING DOCK OVERHANG.
VALVES WILL BE LOCATED IN THE OFFICE MECHANICAL ROOM. CEILING. THE SPRINKLER PIPING MAY BE ARRANGED AS A TREE OR GRID SYSTEM. THE WET ALARM CHECK COVER 4 BAY WIDTHS. ZONE #3 WILL COVER 5 BAY WIDTHS. THE THREE ZONES WILL COVER THE WAREHOUSE ZONE WILL BE LESS THAN 40,000 SQ. FT. BASED ON THE HAZARD CLASSIFICATION. ZONE #2 AND ZONE #4 WILL THE WAREHOUSE AREA WILL BE DIVIDED INTO THREE WET ZONES. THE MAXIMUM AREA OF PROTECTION PER
SWITCH WILL BE INSTALLED IN THIS LINE AT THE DOA RAMP OFFICE AND CONNECTED TO THE FIRE ALARM PANEL. DOWN THE CATWALK TO THE DOA RAMP OFFICE FOR PROTECTION OF THIS SPACE AS ZONE #1A. A FLOW BENEATH THE MEZZANINE AT THE LOADING DOCK AND A SPRINKLER LINE FROM ZONE #1 WILL BE EXTENDED VALVE WILL BE LOCATED IN THE MAIN OFFICE MECHANICAL SPACE. ZONE #1 WILL ALSO SERVE THE AREA MEZZANINE AREAS. THE SPRINKLER PIPING WILL BE ARRANGED FOR A TREE SYSTEM. THE WET ALARM CHECK ZONE #1 WILL BE A WET SPRINKLER SYSTEM THAT WILL PROVIDE PROTECTION TO THE MAIN OFFICE AND THE
AIR CARGO FACILITIES. THE ZONE SIZES MEET THE REQUIREMENTS OF NFPA 13-2010. SPRINKLER ZONES: THE AIR CARGO FACILITY IS DIVIDED INTO FIVE SPRINKLER ZONES SIMILAR TO THE EXISTING
CONTROLLER.CURRENT DESIGN. AN AREA HAS BEEN SET ASIDE IN THE MECHANICAL ROOM FOR A FUTURE FIRE PUMP AND FIRE PUMP: BASED ON THE APRIL 25, 2013 WATER FLOW TEST DATA, A FIRE PUMP IS NOT ANTICIPATED FOR THE .
3.
4.
6.
7.
8.
9.
10.
11.
12.
SPRINKLERS WILL BE INSTALLED AT THE BOTTOM OF EACH ELEVATOR HOISTWAY. DE-ENERGIZE THE ELEVATOR EQUIPMENT UPON ACTIVATION OF THE SPRINKLER IN THE ROOM. SIDEWALL SPRAY THE SPRINKLER SYSTEM PER NFPA 13-2010, §8.15.5. AN INLINE WATER FLOW SWITCH WILL BE INSTALLED TO THE ELEVATOR MACHINE ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL BE PROTECTED BY
BY THE SPRINKLER SYSTEM UNDER THE EXCEPTIONS ALLOWED FOR IN NFPA 13-2010, §8.15.10.3. THE ELECTRICAL ROOMS IN THE MAIN OFFICE AND THE RAMP OPERATIONS OFFICE WILL NOT BE PROTECTED
OF WATER OVER A 1,500 FT2 AREA. INCIDENTAL ORDINARY HAZARD GROUP 1 STORAGE AREAS. THE DENSITY DESIGN/AREA WILL BE 0.10 GPM THE MAIN OFFICE, THE DOA RAMP OFFICE, AND THE MEZZANINE ARE LIGHT HAZARD CLASSIFICATIONS WITH
FT2 AREA. CLASSIFICATION PER NFPA 13-2010. THE DESIGN DENSITY/AREA WILL BE 0.20 GPM OF WATER OVER A 1,500 THE LOADING DOCK AREA UNDER THE MEZZANINE WILL BE PROTECTED AS AN ORDINARY HAZARD GROUP 2
GENERAL HAZARD CLASSIFICATIONS AND PROTECTION:
8" PIV BY CIVIL; SEE CIVIL DRAWING C4.2.1
FIRE PUMP 72" FLANGED SPACE RESERVED FOR FUTURE
ISOLATION VALVE WITH TAMPER SWITCH
EXISTING BACKFLOW PREVENTER IN PIT
EXISTING FIRE DEPARTMENT CONNECTION
PIPE MOUNTED AIR COMPRESSOR
AS NOTED
WATER FIRE MAIN ENTRANCE SCHEMATIC
10
11
12
13
11
12
10
13 13 13 13 13
KEYED NOTES
1
2
3
4
5
6
7
8
9
2
1
4
3
5
7
8
6
9
14
14
15
15
NORTH
BYNO. DATE REVISION
Atlanta International AirportHartsfield-Jackson
CITY OF ATLANTA, GEORGIA
FC NUMBER:
A/E PROJECT NUMBER.
WBS NUMBER:
DATE:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SCALE:
SHEET NO:
D.07.55.009
FC-6006007929-A
SEAL
FAX: 404.946.2017
PHONE: 404.419.9190
ATLANTA, GA 30309
PEACHTREE STREET, NE
HEERY INTERNATIONAL, INC. 999
FAX: 404.521.6204
PHONE: 404.522.8888
ATLANTA, GA 30303
100 PEACHTREE STREET NW, SUITE 2500
STEVENS & WILKINSON, INC.
HII-0730621
AIR CARGO BUILDING C
AIR C
AR
GO B
UIL
DIN
G C, 100
% C
ON
ST
RU
CTIO
N D
OC
UM
EN
TS IS
SU
ED F
OR BID,
NO
VE
MB
ER 2
5, 2014
KEY MAP
FAX: 404.522.3823
PHONE:404.522.3801
ATLANTA, GA 30303
44 BROAD STREET
MATRIX 3D
NORTH
11/25/2014
FAX: 770.321.3935
PHONE: 770.321.3936
MARIETTA, GA 30066
2470 SANDY PLAINS ROAD
SOUTHEASTERN ENGINEERING, INC. (SEI)
NO
T R
ELE
AS
ED F
OR C
ON
ST
RU
CTIO
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 22
A
B
C
D
D.1
E
15 16 17 18 19 20 21
ZONE 5ZONE 5
ZONE 4
ZONE 3
ZONE 2
4"
6" 6"
ZONE 4ZONE 3ZONE 2
E
8" FIRE MAIN ENTRANCE
8"TYP. 3 PLACES
4"
2"
SEE CIVIL
DRAWING C 4.2.1
AS NOTED
J. CRAYTOR
1
SCALE: 1/16"=1'-0"FP1.1.1
K. MILNER
SCALE: 1/8"=1'-0"FP1.1.1
FIRE PROTECTION PARTIAL PLAN2
FP 2.1.1
OPERATIONS LEVEL PLANS
AND FIRE ENTRANCE
FIRE PROTECTION
J. CRAYTOR
J. PETERKIN
KEYED NOTES
1 4" MAIN UP
1
2
2
3
3
4
4
ZONE-5
5
6
7
8
9
5
6 7
8
9
6"
4"
6"4"
4"
10
11
11
11
8 9
10
AIR COMPRESSOR
ZONE 5 DRY PIPE RISER MOUNTED
FP1.1.1
3
12 SEE DETAIL 3/FP1.1.1
12
NO SCALE
13
14
1315 8" RISER MANIFOLD, SEE DETAIL 1/FP0.1.1
16
VALVE ELEVATION DETAIL
FDC AND WALL MOUNTED INDICATOR
16
10 10 10
15
8" MAINS UP TO BOTTOM OF STRUCTURE
POTENTIAL FIRE PUMP LOCATION
POTENTIAL FIRE PUMP CONTROLER LOCATION " X 6" 21FIRE DEPARTMENT CONNECTION 4 X 2
FIRE PROTECTION OVERALL PLAN - OPERATIONS LEVEL
8"8"
8"
8"
FP1.1.1
2
ZONE 1
13
ZONE 1 - WET (OFFICES)
ZONE 2 - WET (WAREHOUSE)
ZONE 3 - WET (WAREHOUSE)
ZONE 4 - WET (WAREHOUSE)
ZONE 5 - DRY (LOADING DOCK)
PER NFPA 13-2010, 8.15.5
THE BOTTOM OF THE ELEVATOR HOISTWAY
PROVIDE A SIDEWALL SPRAY SPRINKLER AT
17
13-2010, 8.15.5 AND ASME 17.1-2010, 2.8.
THE ELEVATOR MACHINE ROOM PER NFPA
POWER UPON APPLICATION OF WATER IN
A TIME DELAY TO SHUTDOWN ELECTRICAL
PROVIDE A WATERFLOW SWITCH WITHOUT
MAX AREA/SPRINKLER 100 FT.
0.3 GPM/SFT. OVER 2500/SFT.
EXTRA HAZARD GROUP 1
ENCLOSURE
8.15.10.3. ROOM HAS 2-HOUR FIRE RATED
NO SPRINKLERS IN THIS AREA PER NFPA 13-2010
18
13-2010, CHAPTER 8
WITH OVERHEAD DOORS PER PER NFPA
COVERAGE, PROTECTION, AND COORDINATION
MEZZANINE LOADING AREA TO PROVIDE PROPER
SPRINKLERS SHALL BE INSTALLED UNDER THE
17
14
18 18
17
14
NORTH
BYNO. DATE REVISION
Atlanta International AirportHartsfield-Jackson
CITY OF ATLANTA, GEORGIA
FC NUMBER:
A/E PROJECT NUMBER.
WBS NUMBER:
DATE:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DRAWN BY:
SCALE:
SHEET NO:
D.07.55.009
FC-6006007929-A
SEAL
FAX: 404.946.2017
PHONE: 404.419.9190
ATLANTA, GA 30309
PEACHTREE STREET, NE
HEERY INTERNATIONAL, INC. 999
FAX: 404.521.6204
PHONE: 404.522.8888
ATLANTA, GA 30303
100 PEACHTREE STREET NW, SUITE 2500
STEVENS & WILKINSON, INC.
HII-0730621
AIR CARGO BUILDING C
AIR C
AR
GO B
UIL
DIN
G C, 100
% C
ON
ST
RU
CTIO
N D
OC
UM
EN
TS IS
SU
ED F
OR BID,
NO
VE
MB
ER 2
5, 2014
KEY MAP
FAX: 404.522.3823
PHONE:404.522.3801
ATLANTA, GA 30303
44 BROAD STREET
MATRIX 3D
NORTH
11/25/2014
FAX: 770.321.3935
PHONE: 770.321.3936
MARIETTA, GA 30066
2470 SANDY PLAINS ROAD
SOUTHEASTERN ENGINEERING, INC. (SEI)
NO
T R
ELE
AS
ED F
OR C
ON
ST
RU
CTIO
N
1 2 3
10'5'10'
HYDRAUIC
REMOTE AREA 1
13
12
11
10
8
25
19
21
23
17
36
34
38
49
47
43
51 54
26 39 52 55
7
9
6
5
4
3
24
22
20
16
15
37
35
33
3132
31
2930
29
27
50
48
46
44
4243
42
40
53
13 26 39 52 55
54
53
51
50
38
37
24
23
11
12
10
9
22
21
36
35
49
48
47
4633
3420
19
8
7
18
17
45
44
2-
1/
2"
2"
1-
12"
1"
14
16
6"6" 8"
45
412815
1
3
4
5
6
18
32
30
41
4027
28
13
14
1
2
2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 22
A
B
C
D
D.1
E
15 16 17 18 19 20 21
A
K. MILNER
J. CRAYTOR
AS NOTED
1
SCALE: 1/16"=1'-0"
REMOTE AREA PARTIAL PLANSCALE: 1/8"=1'-0"
2
FP2.2.1
FP 2.2.1
FP 2.2.1
OFFICE LEVEL PLAN
FIRE PROTECTION
J. PETERKIN
J. CRAYTOR
KEYED NOTES
1
1
4"MAIN FROM BELOW
2
3
4
5
PRIOR TO FILLING SYSTEM WITH WATER
ENGINEER TO FIELD SURVEY INSTALLATION
PRIOR TO HANGING ANY PIPE. STRUCTURAL
COORDINATE PIPE HANGERS WITH STRUCTURAL
SYSTEM MAY BE LOOPED OR GRIDDED PER NFPA 13
2
5
2
5
2
5
44
4
4
4 4
3
4
6
6
2
FP 2.2.1
7 SPRINKLER LINE TO ZONE 1A
8
MECHANICAL SYSTEM.
COORDINATE SPRINKLERS WITH ELECTRICAL LIGHTING AND
UPRIGHT SPRINKLERS SHALL BE ON SPRIGS PER NFPA 13. BE GREATER THAN 32'-0" A.F.F AND SLOPED FOR DRAINAGE.
MEMBER, APPROXIMATELY 31'-0" A.F.F. BRANCH LINES SHALL
SPRINKLER CROSS MAINS SHALL BE TIGHT TO STRUCTURAL
SYSTEM MAY BE DESIGNED AS A LOOPED OR GRIDED SYSTEM.
FLOW SWITCH FOR ZONE 1A
8" MAINS DOWN TO OPERATIONS LEVEL
MAX AREA/SPRINKLER 100 FT.
0.3 GPM/SFT. OVER 2500/SFT.
EXTRA HAZARD GROUP 1
FIRE PROTECTION OVERALL PLAN - OFFICE LEVEL
8 88 7
ZONE 4ZONE 3
ZONE 1A
ZONE 2
ZONE 1 ZONE 1
ZO
NE
5
ZO
NE
5
ZONE 1
