Genesis_Engineering_Fire_and_Floor_Plans.pdf

61G15-32 FAC COMPLIANCE NOTES

NOTE: THESE DOCUMENTS ARE PERFORMANCE CRITERIA DOCUMENTS INTENDED TO

CONVEY DESIGN INTENT OF THE ENGINEER OF RECORD IN ACCORDANCE WITH

FLORIDA ADMINISTRATIVE CODE 61G15-32. THE DESIGN OF THE FIRE SUPPRESSION

SYSTEM SHALL BE BY THE SPRINKLER CONTRACTOR AS OUTLINED BY STATE

ORDINANCES. SYSTEM DESIGN SHALL BE COORDINATED WITH OTHER TRADES,

BUILDING STRUCTURE, ETC. AND SHALL BE SUBMITTED FOR PERMIT AND FIRE

MARSHAL APPROVAL. PREPARE AND SUBMIT FIRE SPRINKLER LAYOUT DRAWINGS AND

CALCULATIONS IN ACCORDANCE WITH NFPA 13, PREVAILING CODES AND FAC 61G15-32.

61G15-32.003

A. SCOPE OF WORK:

PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEMS FOR COMPLETE PROTECTION

OF AN AUTOMOTIVE MAINTENANCE REPAIR SHOP.

SPACE IS CURRENTLY SPRINKLERED. MODIFY EXISTING SPRINKLER SYSTEM TO

ACCOMMODATE NEW ARCHITECTURAL LAYOUT TO PROVIDE AUTOMATIC FIRE

SUPPRESSION SYSTEMS FOR COMPLETE PROTECTION OF A RENOVATED OFFICE

SPACE.

B. ACCEPTANCE TEST CRITERIA:

SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13 (2019), CHAPTER 25 AND AS

REQUIRED BY THE AHJ. CONTRACTOR SHALL:

1. ABOVEGROUND:

a. NOTIFY AHJ AND OWNER OF THE TIME AND DATE TESTING WILL BE

PERFORMED.

b. PERFORM HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS MINIMUM WITHOUT

PRESSURE LOSS. ANY TEST BLANKS REQUIRED FOR HYDROSTATIC TESTING

OF PORTIONS OF THE SYSTEM SHALL BE REMOVED AFTER COMPLETION OF

TESTING. BLANKS SHALL BE NUMBERED AND THE CONTRACTOR SHALL

HAVE A RECORD KEEPING METHOD ENSURING THEIR REMOVAL AFTER

WORK IS COMPLETED.

c. PERFORM WATER FLOW TEST OF WATER FLOW DETECTING DEVICES, INCLUDING THE ASSOCIATED ALARM CIRCUIT, THROUGH THE INSPECTOR'S

TEST CONNECTION.

d. PERFORM OPERATIONAL TEST OF CONTROL VALVES, INCLUDING THE

ASSOCIATED TAMPER SWITCH ALARM CIRCUIT.

e. PERFORM MAIN DRAIN VALVE TEST. RECORD STATIC AND RESIDUAL

PRESSURE ON CONTRACTOR'S MATERIAL AND TEST CERTIFICATE.

f. PERFORM BACKFLOW PREVENTER FORWARD FLOW TEST. THE MINIMUM

FLOW RATE SHALL BE THE SYSTEM DEMAND.

g. COMPLETE AND SIGN CONTRACTOR'S MATERIAL AND TEST CERTIFICATE

AND PROVIDE AHJ AND OWNER WITH COPIES.

h. REMOVE ALL CAPS AND STRAPS PRIOR TO PLACING THE SPRINKLER

SYSTEM IN SERVICE.

2. UNDERGROUND:

a. NOTIFY AHJ AND OWNER OF TIME AND DATE TESTING WILL BE PERFORMED.

b. FLUSH WATER PIPING FROM THE WATER SUPPLY TO THE SYSTEM RISER IN

ACCORDANCE WITH NFPA 24, 10.10.2.1. LEAD-IN CONNECTIONS TO THE

SYSTEM RISER SHALL BE COMPLETELY FLUSHED BEFORE THE CONNECTION

IS MADE TO DOWNSTREAM FIRE PROTECTION PIPING.

c. ALL PIPING AND ATTACHED APPURTENANCES SUBJECT TO SYSTEM

WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR

50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS

GREATER, AND SHALL MAINTAIN THAT PRESSURE AT 5PSI FOR 2 HOURS.

PRESSURE DROP SHALL BE DETERMINED BY A DROP IN GAUGE PRESSURE

OR VISUAL LEAKAGE. THE TEST PRESSURE SHALL BE READ FROM ONE OF

THE FOLLOWING, LOCATED AT THE LOWEST ELEVATION OF THE SYSTEM OR

THE PORTION OF THE SYSTEM BEING TESTED:

1. A GAUGE LOCATED AT ONE OF THE HYDRANT OUTLETS.

2. A GAUGE LOCATED AT THE LOWEST POINT WHERE NO HYDRANTS ARE

PROVIDED.

d. THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO

PREVENT MOVEMENT OF PIPE.

e. WHERE ADDITIONAL WATER IS ADDED TO MAINTAIN THE REQUIRED TEST

PRESSURE, THE AMOUNT OF WATER SHALL BE MEASURED AND SHALL NOT

EXCEED THE LIMITS INDICATED IN NFPA 24, TABLE 10.10.2.2.6. IF QUANTITY

OF WATER EXCEEDS INDICATED LIMITS, REPAIR LEAKING JOINTS AND

RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED AND PASS

ACCEPTANCE REQUIREMENTS.

f. OPERATING TESTS SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 24,

10.10.2.4. HYDRANTS SHALL BE FULLY OPENED AND CLOSED UNDER SYSTEM

WORKING PRESSURE. ALL CONTROL VALVES SHALL BE FULLY CLOSED AND

OPENED UNDER SYSTEM WORKING PRESSURE TO ENSURE PROPER

OPERATION.

g. COMPLETE AND SIGN CONTRACTOR'S MATERIAL AND TEST CERTIFICATE

FOR UNDERGROUND PIPING AND PROVIDE AHJ AND OWNER WITH COPIES.

C. HAZARD CLASSIFICATION:

1. LIGHT HAZARD AT INDICATED LOCATIONS.

2. ORDINARY HAZARD AT INDICATED LOCATIONS.

D. STANDARDS SHALL BE APPLIED:

1. 2023 FLORIDA BUILDING CODE, BUILDING, 8TH EDITION.

2. 2023 FLORIDA FIRE PREVENTION CODE, 8TH EDITION, AND ALL ERRATA.

3. NFPA 13, 2019 EDITION; NFPA 13R, 2019 EDITION; NFPA 14, 2019 EDITION; NFPA 20, 2019 EDITION; NFPA 24, 2019 EDITION.

4. NFPA 101, FLORIDA SPECIFIC, 2021 EDITION.

5. OWNER'S INSURANCE UNDERWRITER REQUIREMENTS.

E. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS:

1. THE FACILITY STRUCTURE IS DESIGNED TO ACCOMMODATE THE SUPPORT OF

THE FIRE SUPPRESSION SYSTEM. THE WORST CASE ANTICIPATED LOAD IS FOR

SUSPENDED 4" WATER FILLED SCHEDULE 10 STEEL PIPE (11.79 LBS PER FOOT

OF PIPE), PLUS 250 LBS. WITH A MAXIMUM HANGER DISTANCE OF 15 FEET.

CALCULATED WORST CASE LOAD AT HANGER CONNECTION IS 338.4 LBS.

F. FIRE ALARM SYSTEM:

1. REFER TO ELECTRICAL DOCUMENTS FOR ALARMING REQUIREMENTS.

61G15-32.004 (2)

A. POINT OF SERVICE:

1. THE FIRE PROTECTION SYSTEM IS SERVED BY AN EXISTING FIRE MAIN

CONNECTED TO THE MUNICIPAL WATER SUPPLY WITH AN EXISTING AUTOMATIC

SPRINKLER RISER.

B. APPLICABLE NFPA STANDARDS SHALL BE FOLLOWED:

1. NFPA 13, 2019 EDITION; NFPA 13R, 2019 EDITION; NFPA 14, 2019 EDITION; NFPA 20, 2019 EDITION; NFPA 24, 2019 EDITION; NFPA 101 LIFE SAFETY CODE - FLORIDA

SPECIFIC, 2021 EDITION.

C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA:

1. LIGHT HAZARD: SEE PLANS FOR LOCATIONS.

2. ORDINARY HAZARD: SEE PLANS FOR LOCATIONS.

D. DESIGN APPROACH:

1. LIGHT HAZARD:

a. PROVIDE COMPLETE SPRINKLER COVERAGE IN INDICATED AREAS WITH

QUICK RESPONSE STANDARD SPRAY SPRINKLERS. SPRINKLERS IN LIGHT

HAZARD AREAS SHALL NOT EXCEED 225 SF SPACING. SYSTEM DESIGN

SHALL UTILIZE DENSITY/AREA METHOD WITH MINIMUM 0.10 GPM/SF OVER

THE MOST HYDRAULICALLY REMOTE 1,500 SF.

2. ORDINARY HAZARD GROUP I:

a. PROVIDE COMPLETE SPRINKLER COVERAGE IN INDICATED AREAS WITH

QUICK RESPONSE STANDARD SPRAY SPRINKLERS. SPRINKLERS IN

ORDINARY HAZARD AREAS SHALL NOT EXCEED 130 SF SPACING. SYSTEM

DESIGN SHALL UTILIZE DENSITY/AREA METHOD WITH MINIMUM 0.15 GPM/SF

OVER THE MOST HYDRAULICALLY REMOTE 1,500 SF.

3. ORDINARY HAZARD GROUP II:

a. PROVIDE COMPLETE SPRINKLER COVERAGE IN INDICATED AREAS WITH

QUICK RESPONSE STANDARD SPRAY SPRINKLERS. SPRINKLERS IN

ORDINARY HAZARD AREAS SHALL NOT EXCEED 130 SF SPACING. SYSTEM

DESIGN SHALL UTILIZE DENSITY/AREA METHOD WITH MINIMUM 0.20 GPM/SF

OVER THE MOST HYDRAULICALLY REMOTE 1,500 SF.

E. CHARACTERISTICS OF THE WATER SUPPLY AVAILABLE:

1. THE 4" FIRE MAIN SERVING THE FACILITY CONNECTS TO A 6" DOMESTIC WATER

LOCATED ON SITE.

2. THE MUNICIPAL WATER SUPPLY IS DEEMED RELIABLE TO MEET THE MINIMUM 60

MINUTE DURATION FOR THE MOST HYDRAULICALLY DEMANDING AREA.

F. FLOW TEST DATA:

1. SEE TEST DATA ON THIS SHEET.

G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS

AND UNRECOGNIZED FLOW OF WATER:

1. THE (EXISTING) FIRE SPRINKLER RISER AND BACKFLOW PREVENTER FOR THIS

BUILDING SHALL BE (ARE) EQUIPPED WITH EQUIPMENT THAT WILL MINIMIZE THE

POTENTIAL FOR SYSTEM IMPAIRMENT OR WATER FLOW BY MONITORED

ELECTRONIC SIGNALING DEVICES.

H. MICROBIOLOGICAL INDUCED CORROSION (M.I.C):

1. WATER SOURCE IS FROM EXISTING PUBLIC UTILITY WATER MAIN. THERE ARE

NO KNOWN CONDITIONS PRESENT THAT CONTRIBUTE TO MICROBIOLOGICAL

CORROSION (M.I.C.).

I. BACKFLOW PREVENTION AND METERING SPECIFICATIONS:

1. A BACKFLOW PREVENTION DEVICE ASSEMBLY, MEETING THE REQUIREMENTS

OF THE LOCAL WATER PURVEYOR, SHALL BE PROVIDED ON SITE TO PROTECT

THE MUNICIPAL WATER SUPPLY FROM CROSS CONTAMINATION, AND IS

EXISTING TO REMAIN. SEE FP1.1 AND CIVIL DRAWINGS FOR BACKFLOW

PREVENTER LOCATION. SEE CIVIL DRAWINGS FOR BACKFLOW PREVENTER

SPECIFICATIONS.

J. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL EXTERIOR AND INTERIOR

FIRE PROTECTION COMPONENTS:

1. ALL FIRE PROTECTION EQUIPMENT SHALL BE UL LISTED AND/OR FM APPROVED.

DESCRIPTIONSYMBOL

- REVISION REFERENCE

- ROOF MANIFOLD

- POST INDICATOR VALVE W/TAMPER SWITCH

- SPRINKLER AND DRAIN RISER

- FLUSHING CONNECTION

- FLOW SWITCH

- SPRINKLER SYSTEM PIPING

- CONTROL VALVE W/TAMPER SWITCH

- CHECK VALVE

- FIRE DEPARTMENT CONNECTION

- STANDPIPE WITH FIRE DEPARTMENT VALVE

- BACKFLOW PREVENTER W/TAMPER SWITCHES

- FIRE MAIN PIPING

FP-1

BOTTOM-DRAWING# SHOWN ON

- ENLARGED PLAN REFERENCE: TOP-PLAN#,

- POINT OF CONNECTION TO EXISTING

- POINT OF DEMOLITION EXTENTS

OR

PIV

FDV

FDC

FIRE PROTECTION SYMBOLS

F.C.

SP

F

AC - AIR COMPRESSOR

ADSP - AUTOMATIC DRY STAND PIPE

AFF - ABOVE FINISH FLOOR

A/S - AUTOMATIC SPRINKLER, WET

A/S (DRY) - AUTOMATIC SPRINKLER SYSTEM, DRY

BFF - BELOW FINISH FLOOR

BFP - BACK FLOW PREVENTER

DN - DOWN

DR - DRAIN RISER

(E) - EXISTING

FDC - FIRE DEPARTMENT CONNECTION

FDV - FIRE DEPARTMENT VALVE

FM - FIRE MAIN

FP - FIRE PUMP

FPTH - FIRE PUMP TEST HEADER

FWS - FIRE WATER CITY SUPPLY

JP - JOCKEY PUMP

I.E. - INVERT ELEVATION

MDSP - MANUAL DRY STAND PIPE

NTS - NOT TO SCALE

PIV - POST INDICATOR VALVE

SF - SQUARE FEET

SFM - STATE FIRE MARSHAL

SOV - SHUT OFF VALVE

U/G - UNDER GROUND

UMC - UNIVERSAL MANIFOLD CHECK VALVE

UNO - UNLESS NOTED OTHERWISE

WPIV - WALL POST INDICATOR VALVE

FIRE PROTECTION ABBREVIATIONS

FIRE PROTECTION DESIGN CRITERIA

THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION

SYSTEM(S) ON THIS PROJECT.

1. FLORIDA ADMINISTRATIVE CODE 61G15-32

2. 2023 FLORIDA BUILDING CODE, BUILDING, 8TH EDITION

3. 2023 FLORIDA FIRE PREVENTION CODE, 8TH EDITION AND ALL ERRATA

4. NFPA 13 - INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

5. NFPA 13R - INSTALLATION OF SPRINKLER SYSTEMS IN LOW-RISE RESIDENTIAL OCCUPANCIES, 2019 EDITION

6. NFPA 14 - INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019 EDITION

7. NFPA 20 - INSTALLATION OF STATIONARY FIRE PUMPS FOR FIRE PROTECTION SYSTEMS, 2019 EDITION

8. NFPA 24 - PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2019 EDITION

9. NFPA 101 - LIFE SAFETY CODE - FLORIDA SPECIFIC, 2021 EDITION

10. OWNER'S INSURANCE UNDERWRITER REQUIREMENTS

11. ALL ADDITIONAL REQUIREMENTS OF FIRE MARSHAL HAVING JURISDICTION

OFFICES, AND SIMILAR AREAS:

OCCUPANCY CLASSIFICATION: LIGHT HAZARD

SYSTEM TYPE: WET PIPE

DESIGN DENSITY: 0.10 GPM/SF

HYDRAULIC REMOTE AREA: 1,500 SF

SPRINKLER ORIFICE SIZE: 1/2"

DURATION OF SUPPLY: 30 MIN.

MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SF

HOSE STREAM ALLOWANCE: 100 GPM

STORAGE, MECHANICAL, ELECTRICAL ROOMS, AND SIMILAR AREAS:

OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I

SYSTEM TYPE: WET PIPE

DESIGN DENSITY: 0.15 GPM/SF

HYDRAULIC REMOTE AREA: 1,500 SF

SPRINKLER ORIFICE SIZE: 1/2"

DURATION OF SUPPLY: 60-90 MIN.

MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SF

HOSE STREAM ALLOWANCE: 250 GPM

CANOPIES AND COVERED PARKING:

OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP II

SYSTEM TYPE: WET PIPE

DESIGN DENSITY: 0.20 GPM/SF

HYDRAULIC REMOTE AREA: 1,500 SF

SPRINKLER ORIFICE SIZE: 1/2"

DURATION OF SUPPLY: 60 - 90 MIN.

MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SF

HOSE STREAM ALLOWANCE: 250 GPM

EXISTING STANDPIPE:

SYSTEM DESCRIPTION: AUTOMATIC WET (CLASS I - COMBINED)

HYDRAULIC DESIGN CRITERIA: HYDRAULIC CALCULATIONS AND PIPE SIZES FOR EACH

STANDPIPE SHALL BE BASED ON PROVIDING 250 GPM AT

THE HYDRAULICALLY MOST REMOTE TWO HOSE

CONNECTIONS ON THE MOST REMOTE STANDPIPE AND

250 GPM FROM THE MOST REMOTE HOSE CONNECTION

ON EACH ADDITIONAL STANDPIPE AT A MINIMUM

RESIDUAL PRESSURE OF 199 PSI AT THE HOSE VALVE

OUTLET. ASSUME A FIXED PRESSURE LOSS OF 5 PSI

ACROSS THE HOSE VALVE, WHICH EQUATES TO AN INLET

RESIDUAL PRESSURE TO THE HOSE VALVE OF 105 PSI.

STANDPIPE:

SYSTEM DESCRIPTION: MANUAL WET (CLASS I - COMBINED)

HYDRAULIC DESIGN CRITERIA: HYDRAULIC CALCULATIONS AND PIPE SIZES FOR EACH

STANDPIPE SHALL BE BASED ON PROVIDING 500 GPM AT

THE HYDRAULICALLY MOST REMOTE TWO HOSE

CONNECTIONS ON THE MOST REMOTE STANDPIPE AND

250 GPM FROM THE MOST REMOTE HOSE CONNECTION

ON EACH ADDITIONAL STANDPIPE. PRESSURE SUPPLIED

HALL MEET HYDRAULIC DEMAND FOR THE MOST REMOTE

SPRINKLER ZONE. PRESSURE INCREASE FOR HOSE

STREAM TO BE PROVIDED VIA FDC AND FIRE

DEPARTMENT PUMP TRUCK. ASSUME A FIXED PRESSURE

LOSS OF 5 PSI ACROSS THE HOSE VALVE, WHICH

EQUATES TO AN INLET RESIDUAL PRESSURE TO THE

HOSE VALVE OF 105 PSI.

FLOW TEST DATA

WATER SUPPLY NOTES:

1. THERE HAVE BEEN NO REPORTED CASES OF M.I.C.

THE PROJECT SCOPE DOES NOT INCLUDE THE HYDRAULIC REMOTE AREA IN THE BUILDING. THE

MODIFICATIONS REQUIRED TO PROVIDE PROTECTION FOR THE PROPOSED TENANT IMPROVEMENT

ARCHITECTURAL LAYOUT IS NOT ANTICIPATED TO RESULT IN HYDRAULICALLY DETRIMENTAL

EFFECTS. HOWEVER, IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL PROVIDE COMPLETE

SYSTEM DESIGN DOCUMENTS WITH SUPPORTING HYDRAULIC CALCULATIONS.

FIRE SPRINKLER SCHEDULE

QUICK155° 6.9 WHITE V3426 RESIDENTIAL - PENDENT - SEMI-RECESSED WHITE VICTAULIC1/2"

RESPONSETEMP MFG.TRIMSTYLEMODELFINISHK-FACORFSYMBOL

5.6 V2710 HORIZONTAL SIDEWALL - SEMI-RECESSED

BRASS V2704 UPRIGHT N/A

WHITE V3606 DRY PENDENT - SEMI-RECESSED WHITE

V2708 PENDENT - SEMI-RECESSED

BRASS V3802 PENDENT - CONCEALED

R

WHITE V3610 HORIZ. DRY SIDEWALL - SEMI-RECESSED

VICTAULIC

QUICK155° WHITE WHITE VICTAULIC1/2"

5.6QUICK155°1/2"

VICTAULIC5.6QUICK155°1/2"

WHITE WHITE VICTAULIC5.6QUICK155°1/2"

WHITE VICTAULIC5.6QUICK155°1/2"

WHITE VICTAULIC5.6QUICK155°1/2"

PIPE

PACK CERAMIC FIBER OR

MINERAL WOOL TO RETAIN

MATERIAL SEALANT

PIPE SLEEVE

CAULK ANNULAR SPACE

W/NON-HARDENING SEALANT

TO A WET DEPTH OF 1" MIN

NON-FIRE RATED WALL

CHROME PLATED STEEL

ESCUTCHEON PLATE

WHEN PIPE SLEEVE IS

EXPOSED TO VIEW (TYP)

PIPE INSULATION

CONTINUOUS

THROUGH WALL

CAULK ANNULAR SPACE WITH

NON-HARDENING SEALANT

PIPE HANGER SCHEDULE

TYPE OF PIPE SIZE OF PIPE HANGER SPACING

STEEL THREADED PIPE

3/4" SIZE & SMALLER

1" SIZE & LARGER

10 FT. INTERVALS

12 FT. INTERVALS

6 FT. INTERVALS

10 FT. INTERVALS

1-1/4" SIZE & SMALLER

1-1/2" SIZE & LARGER

COPPER TUBE

4' INTERVALS

PROVIDE SUPPORTS AT END OF

ALL BRANCHES AND AT ALL

CHANGES OF DIRECTION & ELEVATION

ALL SIZESPLASTIC PIPE

CAST IRON PIPE ALL SIZES

MINIMUM OF 1 HANGER PER PIPE

LENGTH LOCATED WITHIN 18" OF EACH

JOINT (UP TO 10' MAXIMUM), AT

BRANCH CONNECTIONS

1" DROP

SPRINKLER HEAD

1" 90° ELL

1" 90° ELL

REDUCER BRANCH LINE

CEILING

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2025 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GENERAL NOTES

STRUCTURAL ENGINEER

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

DIGITAL CERTIFICATION

CERTIFICATION BY ARCHITECT IS FOR THE

BUILDING’S ARCHITECTURAL COMPONENTS

ONLY. PLEASE REFER TO INDIVIDUAL

ENGINEER’S DRAWINGS FOR CERTIFICATION

BY THOSE DESIGN PROFESSIONALS.

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED

AND SEALED BY GLENN DARLING, AIA, AS

NOTED BELOW, USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

coa #31580

SEAL

Hall Darling Design Studio, PA

AR 97844

2168 Main Street

Sarasota, FL 34237

P:941.917.0883 genesis engineering

6700 professional pkwy w sarasota, fl 34275 www.geneng.net group, llc.

project #: 25-011

G

STATE OF

ROL

F A

DI

EL

I C E N S

NAL EN

I

N

P R O F E

S I O

S

E E R

No. 94249

S A

KLNO

H T

N A

Z

Y U

FP0.1

LEGENDS AND GENERAL NOTES

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

1/8" = 1'-0"

PIPE SLEEVE THRU CMU WALL

1/8" = 1'-0"

PIPE HANGER SCHEDULE

1/8" = 1'-0"

TYPICAL RETURN BEND

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY ANTHONY LUKASZ,

PE. ON THE DATE ADJACENT TO THE SEAL

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SHA AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

06/29/2026

PART 1 - GENERAL

1.01 SUMMARY

A. GENERAL: PROVIDE THE FIRE PROTECTION SYSTEMS INDICATED ON THE DRAWINGS AND WITHIN THIS

SPECIFICATION SECTION.

1.02 SUBMITTAL

A. MANUFACTURER'S LITERATURE: PROVIDE DIMENSIONAL OUTLINE DRAWING, PRODUCT DATA, AND

VERIFICATION OF UL/FM APPROVAL FOR ALL FIRE PROTECTION EQUIPMENT AND PRODUCTS.

B. PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE AT A MINIMUM; A SITE PLAN, SPRINKLER PIPING CUT SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS, AND

OTHER INSTALLATION INFORMATION.

C. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF THE MOST HYDRAULICALLY REMOTE AREA OF THE PROJECT. INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED

0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA 13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY REMOTE AREAS, AND MAXIMUM COVERAGE PER SPRINKLER.

1.03 APPLICABLE STANDARDS

A. EDITIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES, OR THE LATEST REVISIONS OF

THESE CODES AS ADOPTED BY THE AUTHORITY HAVING LAWFUL JURISDICTION, AS FOLLOWS:

1. NFPA - FIRE SPRINKLER SYSTEM: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, FLUSHING

AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13 AND NFPA 24.

B. UL/FM APPROVAL: ALL EQUIPMENT, PIPING, FITTINGS, VALVES, COUPLINGS, HANGERS, AND DEVICES SHALL

BE APPROVED BY UNDERWRITERS' LABORATORY (UL) AND FACTORY MUTUAL (FM) FOR USE IN FIRE

PROTECTION SERVICE.

C. LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA LICENSED FIRE

PROTECTION CONTRACTOR.

PART 2 - PRODUCTS

2.01 MANUFACTURER

A. SINGLE MANUFACTURER: ALL ITEMS OF A SIMILAR TYPE SHALL BE BY THE SAME MANUFACTURER.

2.02 SPRINKLERS

A. PROVIDE SPRINKLERS OF PROPER TYPES, RATINGS, AND SPACING FOR THE AREAS INVOLVED. PROVIDE APPROPRIATE FINISHES COMPATIBLE WITH SPACE FINISHES BEING SERVED. MANUFACTURER: VICTAULIC OR

APPROVED EQUAL. SEE SPRINKLER SCHEDULE.

B. SPARE FIRE SPRINKLER HEAD CABINETS: PROVIDE SUFFICIENT SPARE SPRINKLER HEAD CABINETS TO STORE THE REQUIRED QUANTITIES OF SPRINKLER HEADS. STORAGE CABINETS SHALL BE RED GLASS, POLYESTER- COATED STEEL CONSTRUCTION. PROVIDE A MINIMUM OF SIX SPARE HEADS OF EACH TYPE AND EACH DIFFERENT TEMPERATURE RATING INSTALLED; PROVIDE 2 INSTALLATION TOOLS OR WRENCHES WITH EACH DIFFERENT TYPE OF SPRINKLER HEAD. CABINET SHALL HAVE CATCH-LOCK AND CONTINUOUS PIANO HINGE.

LOCATE THE SPARE SPRINKLER HEAD CABINET(S) AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

C. SPRINKLER CAGE GUARDS: PROVIDE SPRINKLER HEAD OPEN-WIRE CAGE GUARDS TO PROTECT SPRINKLER HEADS WHERE REQUIRED. CAGE WIRE SHALL BE CADMIUM-PLATED STEEL. INSTALL CAGE GUARDS IN MECHANICAL ROOMS AND ELECTRICAL ROOMS OR ELSEWHERE WHERE SPRINKLER HEADS ARE EXPOSED TO

POTENTIAL DAMAGE.

2.03 PIPE AND FITTINGS

A. ABOVE GROUND PIPE AND FITTINGS: STEEL

1. ABOVE SLAB PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE CONFORMING TO ASTM A135 OR ASTM

A53 (2" AND SMALLER), AND SCHEDULE 10, ASTM A135 (2-1/2" AND LARGER).

2. BELOW SLAB AND BELOW GRADE PIPING AT THE SERVICE ENTRY SHALL BE CEMENT LINED DUCTILE IRON

PIPE WITH RESTRAINED JOINTS OR UL/FM APPROVED TYPE 304 STAINLESS STEEL SINGLE EXTENDED 90

DEGREE FITTING FIRE RISER (AMES FIRE & WATERWORKS OR EQUAL).

3. DRY PIPE SPRINKLER SYSTEM PIPING SHALL BE HOT DIPPED GALVANIZED STEEL.

4. FITTINGS:

a. CAST IRON THREADED FITTINGS, ANSI B16.4 CLASS 125.

b. CAST IRON FLANGED FITTINGS, ANSI B16.1 CLASS 125.

c. MECHANICAL JOINT, GROOVED COUPLINGS, AS MANUFACTURED BY VICTAULIC, ANVIL, S.P. FITTINGS

(STAR), OR CENTRAL. ALL GROOVE COUPLINGS AND FITTINGS SHALL BE FURNISHED BY A SINGLE

MANUFACTURER.

d. SYSTEM PRESSURES EXCEEDING 175 PSI SHALL HAVE CAST IRON THREADED FITTINGS, GROOVE

COUPLINGS AND FLANGED FITTINGS, CLASS 250 RATED FOR A MINIMUM 400 PSI.

5. PIPING FOR DRAINAGE SYSTEMS SHALL BE SCHEDULE 40 OR 10 GALVANIZED STEEL PIPE, ASTM A795 OR A135 WITH GALVANIZED THREADED FITTINGS, ANSI B16.4, GALVANIZED COATED, BOTH INTERIOR AND

EXTERIOR OF PIPE AND FITTINGS.

B. PIPE AND FITTING ALTERNATE:

1. CPVC FIRE SPRINKLER PIPE AND FITTINGS. THE PIPE AND FITTING COMPOUNDS SHALL MEET CELL CLASS

23547 AND 24447, RESPECTIVELY, AS DEFINED BY ASTM D1784, AND SHALL BE CERTIFIED BY NSF INTERNATIONAL FOR USE WITH POTABLE WATER. BOTH PIPE AND FITTING COMPOUNDS SHALL BE

PRESSURE RATED BY PLASTICS PIPE INSTITUTE (PPI).

2. ACCEPTABLE MANUFACTURERS:

a. BLAZEMASTER® BY LUBRIZOL ADVANCED MATERIALS.

b. FLAMEGUARD® BY SPEARS MANUFACTURING COMPANY.

3. PIPE SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM F442 IN STANDARD DIMENSION RATIO (SDR) 13.5.

4. FITTINGS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM F437 (SCHEDULE 80 THREADED), ASTM

F438 (SCHEDULE 40 SOCKET) AND ASTM F439 (SCHEDULE 80 SOCKET).

5. BOTH PIPE AND FITTINGS SHALL BE LISTED BY UL FOR USE IN WET AUTOMATIC FIRE SPRINKLER SYSTEMS AND SHALL BEAR THE LOGO OF THE LISTING AGENCY. SEE UL FIRE PROTECTION EQUIPMENT DIRECTORY, CATEGORIES VIWT AND HFYH.

6. ANCILLARY PRODUCTS COMING INTO CONTACT WITH PIPE AND FITTINGS MUST BE CHEMICALLY

COMPATIBLE AS DETERMINED BY CPVC PIPE AND FITTINGS MANUFACTURER OR COMPOUND

MANUFACTURER, AND THUS LISTED ON PIPE, FITTINGS, OR COMPOUND MANUFACTURER’S CHEMICAL

COMPATIBILITY PROGRAM (I.E. FGG/BM/CZ™ SYSTEM COMPATIBLE PROGRAM).

C. SOLVENT CEMENT

1. ALL SOCKET TYPE JOINTS SHALL BE MADE UP EMPLOYING SOLVENT CEMENTS THAT MEET OR EXCEED

THE REQUIREMENTS OF ASTM F493. THE STANDARD PRACTICE FOR SAFE HANDLING OF SOLVENT CEMENTS SHALL BE IN ACCORDANCE WITH ASTM F402. SOLVENT CEMENT SHALL BE LISTED BY NSF

INTERNATIONAL FOR USE WITH POTABLE WATER, AND APPROVED BY THE MANUFACTURER. THE

SOLVENT CEMENTS SHALL BE COMPATIBLE WITH THEIR CPVC PIPE AND FITTINGS.

2. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR SET AND CURE TIMES FOR SOLVENT CEMENT JOINTS.

AVOID SIGNIFICANT STRESSES DURING SET AND CURE TIMES. DO NOT APPLY ANY STRESS THAT WILL DISTURB AN UN-DRIED JOINT. SPRINKLER FITTINGS SHALL BE ALLOWED TO CURE IN ACCORDANCE WITH THE MANUFACTURER’S GUIDELINES AND THE CONTRACTOR SHALL ASSURE THE OUTLETS ARE CLEAR OF

ANY EXCESS CEMENT PRIOR TO INSTALLING SPRINKLERS.

2.04 HANGERS, SUPPORTS, AND SLEEVES:

A. SUPPORT PIPING WITH UL AND FM APPROVED HANGERS. HANGERS AND RODS SHALL BE GALVANIZED.

B. ACCEPTABLE MANUFACTURERS: GRINNELL, B-LINE, HILTI, FEE & MASON, MICHIGAN, AND PHD.

C. ADJUSTABLE CLEVIS HANGER: GRINNELL FIG. 260.

D. ADJUSTABLE SWIVEL LOOP HANGER: GRINNELL FIG. 69.

E. BEAM CLAMP: GRINNELL FIG. 92 AND GRINNELL FIG. 218.

F. CONCRETE FASTENERS: GRINNELL STEEL SHELL AND EXPANDER PLUG.

G. CONCRETE INSERT: GRINNELL FIG. 152.

H. RISER CLAMP: GRINNELL FIG. 261.

I. POWDER-DRIVEN INSERTS SHALL NOT BE ACCEPTED.

J. THREADED RODS SHALL BE GALVANIZED COATED. ALL HANGERS SHALL BE GALVANIZED COATED.

FIRE PROTECTION SPECIFICATIONS

2.05 FIRE STOPPING:

A. ALL PIPES PASSING THROUGH RATED FLOORS OR WALLS SHALL BE SLEEVED AND FIRESTOPPED TO AN EQUIVALENT RATING OF THE FLOOR OR WALL ASSEMBLY. FIRESTOP MATERIALS SHALL MEET ASTM E814

REQUIREMENTS.

B. ACCEPTABLE MANUFACTURERS: HILTI AND 3M.

2.06 VALVES

A. ACCEPTABLE VALVE MANUFACTURERS: STOCKHAM, NIBCO, VICTAULIC, GRINNELL, MUELLER, KENNEDY, CRANE, AND CENTRAL.

B. INTERIOR VALVES:

1. CHECK VALVES:

a. IRON BODY, STOCKHAM G-939 SWING CHECK VALVE, FLANGED BODY.

b. BRONZE BODY, NIBCO KT-403-W THREADED CHECK VALVE WITH DIELECTRIC UNIONS.

c. GROOVED IRON BODY, CENTRAL CV-1F CHECK VALVE.

d. WAFER CHECK, CENTRAL MODEL "B", WAFER CHECK VALVE.

e. RISER CHECK, CENTRAL AV-1-175 ALARM CHECK VALVE.

2. GATE VALVES:

a. IRON BODY, O.S.&Y. GATE VALVES, STOCKHAM G-634, FLANGED AND G-633 THREADED.

b. BRONZE BODY, O.S.&Y. GATE VALVE, NIBCO T 104-0, THREADED WITH DIELECTRIC UNIONS.

3. BUTTERFLY VALVES (WITH INTEGRAL TAMPER SWITCH):

a. GROOVED, 2-1/2" THROUGH 12", NIBCO GD-4765-8N.

b. GROOVED, 1" THROUGH 2-1/2", MILWAUKEE BUTTERBALL.

4. FIRE DEPARTMENT CONNECTION:

a. WALL MOUNTED SIAMESE APPLICATIONS: CAST BRASS TWO-WAY INLET BODY, SWING CLAPPER AND

PIN LUG SWIVEL, PIN LUG PLUGS WITH CHAINS, BACK OUTLET WITH WALL ESCUTCHEON PLATE

LETTERED "AUTO SPKR", SIZE 4" X 2-1/2" X 2-1/2", POTTER ROEMER MODEL 5710.

b. REMOTE FREESTANDING APPLICATIONS: CAST BRASS ANGLE BODY, SIZE OF OUTLET AND NUMBER OF INLETS AS INDICATED ON PLANS; CAST BRASS IDENTIFICATION BASE PLATE; CAST BRASS PLUGS AND CHAINS ON EACH PIN LUG SWIVEL, ROUGH CHROME PLATED BODY WITH POLISHED CHROME PLATED

TRIM.

2.07 SUPERVISORY SWITCHES AND WATERFLOW DEVICES

A. ACCEPTABLE MANUFACTURERS: POTTER ELECTRIC SIGNAL CO., POTTER-ROEMER, SYSTEM SENSOR, SIMPLEX, AND GEM.

B. GATE VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY TAMPER SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED TAMPER-PROOF COVER, WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ADJUSTED. PROVIDE UNIT WITH SINGLE-POLE, DOUBLE THROW

SWITCHES, AND MOUNTING BRACKET, POTTER ELECTRIC SIGNAL CO. OSYSU-1.

C. FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE SINGLE-POLE, DOUBLE THROW SWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP-ON HOUSING TO SECURE UNIT TO PIPE, OR

THREADED CONNECTION FOR TEE FITTING, POTTER ELECTRIC SIGNAL CO. VSR-F.

2.08 INSPECTOR'S TEST AND DRAIN

A. ACCEPTABLE MANUFACTURERS: G/J INNOVATIONS, AGF MANUFACTURING, AND TESTDRAIN.

B. SIGHT DRAIN: SIGHT DRAIN SHALL HAVE 2 VIEW WINDOWS TO PROVIDE VISUAL OBSERVATION OF WATER FLOW, AND SHALL HAVE FEMALE THREADED CONNECTIONS, POTTER-ROEMER 6171/6172/6173/6174.

C. INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST, AND DRAIN

OPERATIONS, G/J INNOVATIONS, INC "SURE-TEST".

PART 3 - EXECUTION

3.01 INSTALLATION

A. HANGERS: ALL HANGER SPACING SHALL COMPLY WITH REQUIREMENTS OF NFPA 13.

B. SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES FOR

SUSPENDED CEILING APPLICATIONS.

C. SPRINKLER HEAD LOCATION: SPRINKLER HEADS SHALL BE INSTALLED NO CLOSER THAN 4 INCHES TO ANY

CEILING GRID OR WALL.

D. GAUGES: PROVIDE GAUGE ON EACH SPRINKLER SYSTEM CONTROL ASSEMBLY. GAUGE SCALE SHALL BE 0-300

PSI UNLESS OTHERWISE INDICATED.

E. FLUSHING: THE ENTIRE SYSTEM SHALL BE FLUSHED WITH CLEAN WATER TO REMOVE DEBRIS RESULTING

FROM INSTALLATION. FLUSH THROUGH A BURLAP BAG TO RETAIN DEBRIS FOR EXAMINATION.

F. PROHIBITED: DO NOT PAINT THE COVERS OF CONCEALED SPRINKLERS.

G. PROVIDE DRAIN VALVES, PIPES AND TEST CONNECTIONS AS REQUIRED BY NFPA 13. PIPE DRAIN LINES AND

TEST CONNECTIONS TO EXTERIOR OF THE BUILDING, DRAIN RISER, OR APPROVED LOCATION.

H. DRAIN PLUGS SHALL BE INSTALLED ON TRAPPED SECTIONS OF PIPING 5 GALLONS OR LESS. AUXILIARY DRAIN VALVES 3/4 INCH OR LARGER AND PLUGS SHALL BE INSTALLED ON TRAPPED SECTIONS OF PIPE GREATER

THAN 5 GALLONS.

I. HEAT TRACE SYSTEM: COORDINATE INSTALLATION WITH FIRE ALARM CONTRACTOR AND GENERAL

CONTRACTOR PRIOR TO START OF WORK.

3.02 HYDROSTATIC TESTS

A. GENERAL: ABOVE GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE UNDERGROUND PIPING SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE

SAME AS THE BALANCE OF THE SYSTEM.

3.03 SYSTEM INSPECTION AND CHECKOUT GENERAL

A. AFTER INSTALLATION IS COMPLETE, THE SYSTEM SHALL BE INSPECTED BY FACTORY TRAINED PERSONNEL IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES.

B. SYSTEM OPERATION: OPERATE SYSTEMS AS REQUIRED TO DEMONSTRATE THE SYSTEMS ARE OPERATING IN ACCORDANCE WITH THE DESIGN, INCLUDING LINE PRESSURE TESTING. SUPPLY INSTRUMENTS REQUIRED TO READ DATA. ADJUST SYSTEMS TO OPERATE AT THE REQUIRED PERFORMANCE LEVELS. ADVISE ARCHITECT 7 DAYS PRIOR TO TESTING. TABULATE DATA AND SUBMIT ON 8-1/2 X 11-INCH SHEETS WITH TIME, NAME OF TESTER, AND THE LOCAL AUTHORITY HAVING JURISDICTION WITNESSING THE TEST, WITH ONE COPY FOR

EACH TECHNICAL INFORMATION BROCHURE.

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2025 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GENERAL NOTES

STRUCTURAL ENGINEER

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

DIGITAL CERTIFICATION

CERTIFICATION BY ARCHITECT IS FOR THE

BUILDING’S ARCHITECTURAL COMPONENTS

ONLY. PLEASE REFER TO INDIVIDUAL

ENGINEER’S DRAWINGS FOR CERTIFICATION

BY THOSE DESIGN PROFESSIONALS.

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED

AND SEALED BY GLENN DARLING, AIA, AS

NOTED BELOW, USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

coa #31580

SEAL

Hall Darling Design Studio, PA

AR 97844

2168 Main Street

Sarasota, FL 34237

P:941.917.0883 genesis engineering

6700 professional pkwy w sarasota, fl 34275 www.geneng.net group, llc.

project #: 25-011

G

STATE OF

ROL

F A

DI

EL

I C E N S

NAL EN

I

N

P R O F E

S I O

S

E E R

No. 94249

S A

KLNO

H T

N A

Z

Y U

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY ANTHONY LUKASZ,

PE. ON THE DATE ADJACENT TO THE SEAL

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SHA AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

FP0.2

SPECIFICATIONS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

PREPARE EXISTING FIRE SPRINKLER PIPING AND

HEADS TO ACCOMMODATE NEW FLOOR PLAN.

THIS AREA CURRENTLY NOT SPRINKLERED.

PREPARE EXISTING

FIRE SPRINKLER

PIPING AND HEADS

TO ACCOMMODATE

NEW FLOOR PLAN.

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2025 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GENERAL NOTES

STRUCTURAL ENGINEER

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

DIGITAL CERTIFICATION

CERTIFICATION BY ARCHITECT IS FOR THE

BUILDING’S ARCHITECTURAL COMPONENTS

ONLY. PLEASE REFER TO INDIVIDUAL

ENGINEER’S DRAWINGS FOR CERTIFICATION

BY THOSE DESIGN PROFESSIONALS.

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED

AND SEALED BY GLENN DARLING, AIA, AS

NOTED BELOW, USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

coa #31580

SEAL

Hall Darling Design Studio, PA

AR 97844

2168 Main Street

Sarasota, FL 34237

P:941.917.0883 genesis engineering

6700 professional pkwy w sarasota, fl 34275 www.geneng.net group, llc.

project #: 25-011

G

STATE OF

ROL

F A

DI

EL

I C E N S

NAL EN

I

N

P R O F E

S I O

S

E E R

No. 94249

S A

KLNO

H T

N A

Z

Y U

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY ANTHONY LUKASZ,

PE. ON THE DATE ADJACENT TO THE SEAL

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SHA AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

FP1.0

FIRST FLOOR DEMOLITION PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-0153/16" = 1'-0"FP1.0

1 DEMOLITION FLOOR PLAN

N

OFFICE

OPEN OFFICE

OPEN OFFICE

LOCKER ROOM

BREAK ROOM

RESTROOM

RESTROOM

NAPA ROOM

LIGHT HAZARD

U.N.O.

0.10 GPM / SF

ORDINARY

HAZARD

GROUP I

0.15 GPM / SF

ORDINARY

HAZARD

GROUP I

0.15 GPM / SF

JAN.

MECH

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2025 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GENERAL NOTES

STRUCTURAL ENGINEER

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

DIGITAL CERTIFICATION

CERTIFICATION BY ARCHITECT IS FOR THE

BUILDING’S ARCHITECTURAL COMPONENTS

ONLY. PLEASE REFER TO INDIVIDUAL

ENGINEER’S DRAWINGS FOR CERTIFICATION

BY THOSE DESIGN PROFESSIONALS.

THIS ITEM HAS BEEN ELECTRONICALLY SIGNED

AND SEALED BY GLENN DARLING, AIA, AS

NOTED BELOW, USING A DIGITAL SIGNATURE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

coa #31580

SEAL

Hall Darling Design Studio, PA

AR 97844

2168 Main Street

Sarasota, FL 34237

P:941.917.0883 genesis engineering

6700 professional pkwy w sarasota, fl 34275 www.geneng.net group, llc.

project #: 25-011

G

STATE OF

ROL

F A

DI

EL

I C E N S

NAL EN

I

N

P R O F E

S I O

S

E E R

No. 94249

S A

KLNO

H T

N A

Z

Y U

THIS ITEM HAS BEEN ELECTRONICALLY

SIGNED AND SEALED BY ANTHONY LUKASZ,

PE. ON THE DATE ADJACENT TO THE SEAL

USING A SHA AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SHA AUTHENTICATION CODE MUST BE

VERIFIED ON ANY ELECTRONIC COPIES.

FP2.0

PROPOSED FIRST FLOOR PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

3/16" = 1'-0"FP2.0

1 PROPOSED FLOOR PLAN - WEST

N