Fire_Protection.pdf
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- Solicitation number
- 25-B-127LL
- Issued by
- Volusia County, Florida
About this file
This is a Fire Protection System specification document for the Volusia County Tax Collector's office renovation project located at 123 W. Indiana Avenue in DeLand, Florida. The document establishes comprehensive technical requirements for the design, installation, inspection, and testing of a wet pipe automatic sprinkler fire protection system serving approximately 6,766 square feet of renovated interior space. The fire protection contractor must comply with all applicable state and local codes, obtain necessary permits and government approvals, and coordinate the system installation with existing conditions and other trades. The system design follows NFPA 13 (2019 Edition) and the 2023 Florida Fire Prevention Code with local amendments. Key deliverables include preparing detailed shop drawings, conducting field verification of architectural and structural conditions, installing UL-listed and FM-approved components, performing hydrostatic testing at 200 PSI minimum for two hours, and obtaining final inspection and acceptance from the local fire department, building department, and project architect/engineer. The project incorporates both upright and pendent sprinkler head types with specific temperature ratings of 155 degrees Fahrenheit and 5.6 K-factor, with precise placement requirements relative to ceiling tiles, structural members, and other building systems.
The specification requires the fire sprinkler contractor to provide product data sheets, coordinate sprinkler placement with HVAC diffusers, electrical lighting, ceiling systems, and structural elements, and install all piping absolutely rust-free with proper hangers sized according to pipe diameter. All grooved fittings must be Victaulic brand or approved equal, with screwed piping in Schedule 40 black steel pipe per ASTM A120 specifications. The building has an existing water supply from the public water main with existing backflow prevention and metering; a fire pump and water storage tank are not required. The system includes tamper switches and flow switches connected to the building fire alarm panel, with flow switches set to alarm when a single sprinkler head operates. All materials and components must be rated for maximum system working pressure and must be either UL-listed or Factory Mutual-approved for automatic sprinkler system use. The project funding is through Volusia County appropriations with potential tax savings through the Consumer's Certificate of Exemption for direct material purchases without sales tax.
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1. FIRE PROTECTION SYSTEM TO COMPLY WITH ALL APPLICABLE STATE, LOCAL CODES & AHJ REQUIREMENTS. ALSO
SHALL OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT/MILITARY REQUIREMENTS.
2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE DEPARTMENT, BLDG. DEPT. AND ARCHITECT/ENGINEER.
3. VISIT THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE THE
COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS.
4. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF
THE ARCHITECT AND STRUCTURAL ENGINEER.
5. FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER EXISTING TRADES, AND/OR TO
MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL
INSTALLATIONS AND AVOID AN/ALL OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING.
6. CONTRACTOR SHALL MAKE A FIELD VISIT TO VERIFY ARCHITECTURAL REFLECTED CEILING CONDITIONS AND
ELECTRICAL LIGHTING, CEILING CONFIGURATIONS AND HEIGHTS.
7. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND
COUNTERFLASH ROOF PENETRATIONS. (SEE FIRE RATED PIPE PENETRATION DETAILS ON ARCHITECTURAL
SHEETS).
8. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES.
9. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL LOCATIONS OF DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL SYSTEM.
10. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS ON ALL
PIPING. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON SHOP DRAWING.
11. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH N.F.P.A. # 13.
12. PROVIDE DETAIL AND INDICATE TYPE OF HANGERS TO BE INSTALLED FOR SPRINKLER PIPING. METHODS OF
HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. ALL HANGERS ON 4" PIPE
AND LARGER SHALL BE CLEVIS-TYPE HANGERS. HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE.
POWDER DRIVEN STUDS SHALL NOT BE USED.
13. ALL GROOVED & SCREWED FITTING SHALL BE UL/FM APPROVED PRIOR TO ANY INSTALLATION BY ENGINEER WHO
RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. ALL SCREWED PIPING SHALL BE SCHEDULE 40 BLACK STEEL
PIPE IN ACCORDANCE WITH SPECIFICATIONS ASTM A120 AND SHALL BE JOINED BY SCREWED JOINTS IN
ACCORDANCE WITH SPECIFICATION ANSI B2.1. ALL GROOVED PIPING 2-1/2" OR LARGER SHALL BE SCHEDULE 10
BLACK STEEL.
14. WELD-O-LETS SHALL BE TWO SIZES SMALLER THAN CROSSMAIN, NO LENGTH OF CROSSMAIN SHALL BE GREATER
THAN 10'-0". ALL SPRINKLER PIPING & FITTINGS SHALL BE INSTALLED ABSOLUTELY RUST-FREE.
15. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS TO BE IN ACCORDANCE WITH N.F.P.A. 13.
ALL SPRINKLERS SHALL HAVE CORROSIVE RESISTANT COATING WHERE EXPOSED TO ELEMENTS.
16. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. THE SPRAY PATTERN ON ANY
SPRINKLER SHALL NOT BE BLOCKED BY WALL, PARTITIONS OR STRUCTURAL COMPONENTS.
17. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, OTHER
ENGINEERING PLANS, THE ARCHITECTURAL PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL
PERMITTING.
18. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S
WRITTEN DECISION BEFORE PROCEEDING WITH BID OR WORK INVOLVED.
19. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS RELATING TO THIS
PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SCOPE
OF SITE OF THE WORK, THE REQUIREMENTS TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER
TRADES AND THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK.
20. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE ENTIRE PIPING SYSTEM
SHALL BE FLUSHED CLEAN.
21. ADJUST NEW SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE EXISTING CEILING HEIGHTS
AND STRUCTURAL CONFIGURATIONS.
22. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S).
23. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER.
24. PROVIDE HAZARD COVERAGE FOR THE FUNCTIONS FOR EACH AREA.
25. INDICATE THE TOTAL SQUARE FOOT AREA PROTECTED BY SYSTEM(S) ON EACH FLOOR(S).
26. ALL PENDENT SPRINKLERS SHALL BE CENTER OF TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN
HEADS IS EXCEEDED. IF NOT POSSIBLE ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM
OF 4" AWAY FROM ANY WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL
INTERSECTING STRUCTURAL SURFACE.
27. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION DRAWINGS FOR ALL LEVELS
WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE PROTECTION PIPING. THESE DRAWINGS SHALL BE
PREPARED & APPROVED BY THE ENGINEER PRIOR TO ANY INSTALLATION.
28. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS IN EACH AREA.
29. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED AND FACTORY MUTUAL APPROVED FOR USE IN
AUTOMATIC SPRINKLER SYSTEMS. ALL NEW PIPING SHALL BE HYDROSTATICALLY TESTED FOR TWO HOURS IN
ACCORDANCE WITH NFPA #13, 2019 ED. MINIMUM HYDROSTATIC TEST PRESSURE SHALL BE 200 PSI.
30. WET SYSTEM PIPING SHALL BE INSTALLED LEVEL TO DRAIN BACK TO THE SYSTEM RISER, IN ACCORDANCE WITH
NFPA #13. TRAPPED SECTIONS OF PIPING SHALL HAVE AUXILIARY DRAIN CONNECTIONS IN ACCORDANCE WITH NFPA
#13.
THESE PLANS REQUIRE THAT A SEPARATE FIRE SPRINKLER SHOP DRAWING BE PROVIDED AND PERMITS BE OBTAINED BY THE LICENSED AND CERTIFIED FIRE SPRINKLER CONTRACTOR FOR THE INSTALLATION OF THESE SYSTEMS.
THESE PLANS REQUIRE THAT A SEPARATE FIRE ALARM SHOP DRAWING BE PROVIDED AND PERMITS BE OBTAINED BY THE LICENSED AND CERTIFIED FIRE ALARM CONTRACTOR FOR THE INSTALLATION OF THIS SYSTEM.
THE FIRE SPRINKLER CONTRACTOR SHALL OBTAIN THE ACCEPTANCE TESTS FROM THE LOCAL
AUTHORITY. THE ACCEPTANCE TEST FOR THE OVERHEAD SPRINKLER SYSTEM PIPING SHALL BE IN
ACCORDANCE WITH NFPA 13. USING THE MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND.
THE FIRE SPRINKLER CONTRACTOR SHALL PREPARE DETAILED WORKING PLANS IN
ACCORDANCE WITH NFPA 13,2019 EDITION. THE FIRE PROTECTION SYSTEM LAYOUT SHALL
FOLLOW THE DESIGN GUIDELINES SET FORTH IN THESE FIRE PROTECTION SYSTEM
ENGINEERING DOCUMENTS.
THIS IS AN EXISTING STRUCTURE WITH AN EXISTING SPRINKLER SYSTEM; THEREFORE, THE POINT OF
SERVICE IS NOT SHOWN.
THE FOLLOWING ARE APPLICABLE STANDARDS: NFPA 13 2019 EDITION.
CLASSIFICATIONS OF HAZARD OCCUPANCIES FOR THE AREAS OF DESIGN SHALL BE AS INDICATED ON THE
FLOOR PLANS.
WATER SUPPLY: THIS BUILDING HAS AN EXISTING SUPPLY COMING OFF THE EXISTING WATER MAIN.
THIS IS AN EXISTING STRUCTURE WITH AN EXISTING SPRINKLER SYSTEM. SEE THIS SHEET FOR EXISTING
HYDRAULIC SPECIFICATIONS.
VALVE AND ALARM REQUIREMENTS: ALL CONTROL VALVES ON SPRINKLER RISERS & FIRE PROTECTION BACKFLOW PREVENTERS SHALL HAVE A TAMPER SWITCH. THE FLOW SWITCH SHALL BE SET TO NOT ALARM WITH MINOR CITY WATER PRESSURE FLUCTUATIONS. HOWEVER, THE FLOW OF ONE SPRINKLER HEAD SHALL PRODUCE AN ALARM CONDITION BY TRIPPING THE FLOW SWITCH. ALL FLOW & TAMPER SWITCHES SHALL BE CONNECTED TO THE BUILDING FIRE ALARM PANEL. FLOW SWITCHES SHALL ALSO SOUND THE ELECTRIC ALARM BELL ON THE OUTSIDE WALL. FIRE SPRINKLER CONTRACTOR SHALL VERIFY & TEST PER NFPA 13.
THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVISE THE ENGINEER OF RECORD IF CONDITIONS EXIST IN THEIR WATER SUPPLY THAT COULD LEAD TO MIC, SO THAT THE ENGINEER CAN DESIGN CORRECTIVE MEASURES. THERE ARE NO KNOWN MIC CONDITIONS IN THE PUBLIC UTILITY'S WATER SYSTEMS.
SEE CIVIL DRAWINGS FOR BACKFLOW AND METER. BACKFLOW PREVENTER AND METERING SPECIFICATIONS
SHALL MEET OR EXCEED REQUIREMENTS OF THE PUBLIC UTILITY.
INTERIOR FIRE PROTECTION COMPONENTS: PRODUCT DATA SHEETS SHALL BE SUBMITTED BY THE SPRINKLER CONTRACTOR ALONG WITH THEIR SHOP DRAWINGS. ALL FIRE PROTECTION DEVICES AND
COMPONENTS SHALL BE UL LISTED AND FM APPROVED.
THE SPRINKLER SYSTEM SHALL BE WET PIPE WITH SPRINKLERS THAT HAVE A TEMPERATURE RATING OF 155
DEGREES AND THE SPACING SHALL BE PER MANUFACTURERS LISTING.
A FIRE PUMP IS NOT REQUIRED FOR THIS RENOVATION.
A FIRE WATER STORAGE TANK IS NOT REQUIRED BASED UPON WATER SUPPLY INFORMATION, BUILDING
HEIGHT AND HAZARD CLASSIFICATION.
THIS IS NOT A STORAGE OCCUPANCY AND AN OWNER'S CERTIFICATE IS NOT REQUIRED.
31. WET PIPE SPRINKLER SYSTEM DESIGNED PER NFPA 13.
32. PIPE TO HANG TIGHT TO BOTTOM OF DECK WHERE POSSIBLE. IN ALL OTHER AREAS, PIPE TO HANG AS HIGH AS
POSSIBLE.
33. THE CONSTRUCTION MANAGER SHALL PROVIDE, OR HAVE PROVIDED, A SET OF COORDINATION DWGS. FOR ALL
SYSTEMS & FEATURES THAT OCCUR ABOVE THE CEILING PLANE. THE COORDINATION DWGS. SHALL INCLUDE, BUT
NOT BE LIMITED TO, STRUCTURAL MEMBERS, HVAC DUCTWORK, HYDRONIC PIPING, PLUMBING SUPPLY & WASTE
PIPING, FIRE PROTECTION PIPING, ELECTRICAL POWER CONDUITS & RACEWAYS & ELECTRICAL LOW VOLTAGE
CONDUITS & RACEWAYS. THE COORDINATION DWGS. SHALL PROVIDE, APPORTION & COORDINATE SPACE FOR ALL
SYSTEMS, HORIZONTALLY & VERTICALLY ABOVE THE CEILING PLANE TO THE STRUCTURAL DECK ABOVE ALLOWING
EACH TRADE CONTRACTOR THE SPACE TO PROPERLY EXECUTE HIS PORTION OF THE WORK.
34. ALL GROOVED FITTINGS TO BE "VICTAULIC" FITTINGS OR APPROVED EQUAL.
35. ALL DIMENSIONS TO BE VERIFIED DURING FIELD CHECK OF SPRINKLER SYSTEM.
36. ALL UPRIGHT TYPE SPRINKLERS ARE TO BE BRASS w/NO ESCUTCHEON 1/2" ORIFICE, 155°F WITH A 5.6 K-FACTOR.
QUICK RESPONSE EQUAL TO THE VIKING MICROFAST MODEL M QUICK RESPONSE IDENTIFICATION #VK300.
37. RECESSED PENDENT TYPE SPRINKLERS (PUBLIC AND COMMON AREAS) ARE TO BE WHITE w/RECESSED WHITE
ESCUTCHEON, 1/2" ORIFICE, 155° WITH A 5.6 K-FACTOR. QUICK RESPONSE. EQUAL TO THE VIKING QR RECESSED
PENDENT SPRINKLER IDENTIFICATION #VK302.
38. SEMI-RECESSED PENDENT TYPE SPRINKLERS (BACK OF HOUSE AREAS) ARE TO BE WHITE w/WHITE ESCUTCHEON, 1/2" ORIFICE, 155° WITH A 5.6 K-FACTOR. QUICK RESPONSE. EQUAL TO THE VIKING QR RECESSED PENDENT
SPRINKLER IDENTIFICATION #VK302.
39. ALL FIRE SPRINKLER COMPONENTS ARE TO BE RATED FOR THE MAXIMUM SYSTEM WORKING PRESSURE TO WHICH
THEY ARE EXPOSED IN ACCORDANCE WITH NFPA 13.
40. ALL PENDENT TYPE FIRE SPRINKLERS IN PUBLIC AREAS SHALL BE CENTERED IN CEILING TILES
SYMBOL HAZARD DENSITY
HOSE
DEMAND
(GPM)
DURATION
(MIN)
MAX.
STORAGE
HEIGHT
DESIGN AREA
(SQ. FT.)
MAX SQ. FT.
/ SPRINKLER
ORDINARY
HAZARD
GROUP I
.15GPM/
SQ.FT.
130 1500 250 60 8'-0"
LIGHT
HAZARD
.1GPM/
SQ.FT.
225 1500 100 30 NONE
LH
SPRINKLER HEAD IN CEILING TILE DETAIL
SPRINKLER HEAD DETAIL
TYPICAL SPRINKLER HEAD RELOCATION
6"
6"
6"
6"
12"12"
12" 12" 12" 12"
12"
12"
32.003(1)
32.003(2)
32.004(2)(a)
32.004(2)(b)
32.004(2)(c)
32.004(2)(d)
32.004(2)(e)
32.004(2)(f)
32.004(2)(g)
32.004(2)(h)
32.004(2)(i)
32.004(2)(j)
32.004(2)(k)
32.004(2)(l)
32.004(2)(m)
QUARTER TILE IS ACCEPTABLE
QUARTER TILE IS ACCEPTABLE
Acceptable Locations for Sprinkler in 2'x2' Ceiling Tile
Sprinkler in 4'x2' Ceiling Tile Acceptable Locations for
APPLICABLE CODES/STANDARDS
FIRE PROTECTION GENERAL NOTES
NOTE:
ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE SUB-CONTRACTOR PERFORMING THE SPECIFIC WORK.
HVAC SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL MECHANICAL WORK. ELECTRICIAN SHALL BE
RESPONSIBLE FOR ALL ELECTRICAL WORK. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL
PLUMBING WORK. FIRE ALARM SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIRE ALARM WORK, AND
FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIRE SPRINKLER WORK.
FAC 61G15-32.003 NOTES
FAC 61G15-32.004 NOTES
FIRE PROTECTION GENERAL NOTES (CONT.)
MAXIMUM DISTANCE BETWEEN HANGERS
- 2019 NFPA 13
- 2023 FLORIDA FIRE PREVENTION CODE WITH LOCAL AMENDMENTS
- 2023 FLORIDA BUILDING CODE WITH LOCAL AMENDMENTS
DESIGN CRITERIA
1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4"-6"
NOMINAL
PIPE SIZE
STEEL PIPE - 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
CPVC 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" 9'-0" 10'-0" -
3/4"
12'-0"
NTS
1" DROP NIPPLE
NEW SPRINKLER HEAD
BRANCH LINE
EXISTING
CEILING PLATE
SUSPENDED CEILING
REMOVE EXISTING
SPRINKLER HEAD AND
REPIPE AS SHOWN
NOT TO SCALE
(TYPE & COLOR BY ARCH.)
SUSPENDED CEILING TILE
REPIPE AS SHOWN
AND EXIST. SPRINKLER.
REMOVE DROP NIPPLE
BRANCH PIPE
CL
NEW SPRINKLER HEAD
CEILING PLATE
OH-I
.20GPM/
SQ.FT.
ORDINARY
HAZARD
GROUP II
130 1500 250 90 12'-0"
OH-II
DRAWING NUMBER
SEAL
S
RACH ITECTS
TITLE
DATE
LOCATION
OWNER
PROJECT
605 E. Robinson Street Suite 630
Orlando, Florida 32801 Office 321.296.8100 silling.com
CA# 26308 I24027.00
5/16/2025 8:44:08 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO-Fire.rvt
FIRE PROTECTION
LEGEND, NOTES &
ABBREVIATIONS
F0.001
Volusia County Tax Collector
Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720
Volusia County Tax Collector - Deland Office Renovation
Eric S Cepull PE 64750
05.15.2025
IE - FIRE PROTECTION SHEET LIST
Sheet Number Sheet Name Project Issue Date Project Status Current Revision Current Revision Date Current Revision Description Sheet Discipline
F0.001 FIRE PROTECTION LEGEND, NOTES & ABBREVIATIONS 05.15.2025 ISSUE FOR PERMIT FIRE PROTECTION
F1.101 FIRST LEVEL PLAN FIRE PROTECTION 05.15.2025 ISSUE FOR PERMIT FIRE PROTECTION
Grand total: 2
REVISIONS
A A
B B
G G
H H
J J
D D
E E
F F
BREAK ROOM
OFFICE
CASH
IT
MECHANICAL
STAIR
HALL
STORAGE
HALL
ELEC
IT
STORAGE
PERMITTING
HALL
TOILET
TOILET
CHECK-IN
STAFF
CHECK-IN
ENTRY
WAITING A
WAITING B
SERVICE
TESTING
CUSTOMER
SERVICE
HALL
HALL
HALL
ALIGN NEW WALL
W/ CORNER
ALIGN
LIMITS OF WORK
L
IM
IT
S
O F
W O
R K
L
IM
IT
S
O F
W O
R K
ALIGN
A L
IG
N
W O
O D
B E
N C
H
OH-I
OH-I
NIC
OH-I
OH-I
OH-I
OH-I
FLOOR
PLAN
NORTH
DRAWING NUMBER
SEAL
S
RACH ITECTS
TITLE
DATE
LOCATION
OWNER
PROJECT
605 E. Robinson Street Suite 630
Orlando, Florida 32801 Office 321.296.8100 silling.com
CA# 26308 I24027.00
5/16/2025 8:44:12 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO-Fire.rvt
FIRST LEVEL PLAN FIRE
PROTECTION
F1.101
Volusia County Tax Collector
Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720
Volusia County Tax Collector - Deland Office Renovation
Eric S Cepull PE 64750
05.15.2025
1/8" = 1'-0"F1.101
1 1ST LEVEL - New Work Fire Protection
1. DETERMINE EXACT LOCATION OF ALL EXISTING FIRE PROTECTION COMPONENTS
AND WIRING BEFORE COMMENCING WORK.
2. LOCATE AND PRESERVE ALL PORTIONS OF THE EXISTING FIRE PROTECTION
SYSTEMS WHICH SHALL REMAIN.
3. EXISTING PIPING AND SPRINKLERS MAY BE REUSED WHERE THEY ARE OF THE TYPE
SPECIFIED, MEET THE REQUIREMENTS OF THE NEW WORK AS DEFINED BY THE
CONTRACT DOCUMENTS, AND REMAIN IN GOOD CONDITION.
4. ALL SPACES SHOWN ARE CONSIDERED TO BE NFPA 13 LIGHT HAZARD OCCUPANCY
UNLESS NOTED OTHERWISE.
GENERAL NOTES
REVISIONS
| F0.001 - FIRE PROTECTION LEGEND, NOTES & ABBREVIATIONS |
| F1.101 - FIRST LEVEL PLAN FIRE PROTECTION |
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