Plumbing_Drawing_Set.pdf

PLUMBING GENERAL NOTES

1. DO NOT SCALE FROM THESE DRAWINGS. EXACTze

DIMENSIONS SHALL BE TAKEN FROM ARCHITECTURAL

DRAWINGS.

2. ALL INDICATED WORK SHALL BE PERFORMED BY THE

PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED.

3. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH

REQUIREMENTS OF ALL APPLICABLE CODES AND

REGULATIONS INCLUDING BUT NOT LIMITED TO

NATIONAL, CITY, STATE, AND LOCAL ORDINANCES WHICH

ARE IN EFFECT. ALL PLUMBING MATERIALS,

INSTALLATION PROCEDURES AND SYSTEM LAYOUTS

SHALL BE APPROVED BY ALL APPLICABLE CODE

ENFORCEMENT AUTHORITIES HAVING JURISDICTION,

AND IT SHALL BE THE PLUMBING CONTRACTOR'S

RESPONSIBILITY TO PAY FOR ALL NECESSARY PERMITS

AND APPROVALS FOR THIS INSTALLATION.

4. IT IS THE RESPONSIBILITY OF THE PLUMBING

CONTRACTOR TO REVIEW THESE PLANS AND

SPECIFICATIONS, AS WELL AS RELATED HVAC, FIRE

PROTECTION, ELECTRICAL, STRUCTURAL,

ARCHITECTURAL, INTERIOR DECOR, AND SITE

ENGINEERING DRAWINGS TO BECOME FAMILIAR WITH

THE FULL PROJECT SCOPE. IN ADDITION, THIS

CONTRACTOR MUST COORDINATE WITH AN OWNER

REPRESENTATIVE TO FULLY UNDERSTAND ALL

REQUIREMENTS WHICH MAY NOT BE SPECIFIED HEREIN

AND WHICH THE OWNER CONSIDERS PART OF THIS

CONTRACT. DURING THE COURSE OF CONSTRUCTION

COORDINATION AND ACTUAL CONSTRUCTION, IT IS THE

RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO

WORK CLOSELY WITH ALL ACCOMPANYING

CONTRACTORS AND TRADESMEN IN ORDER TO ENSURE

A SMOOTH RUNNING AND CAREFULLY COORDINATED

INSTALLATION.

5. ANY DISCREPANCIES OR INADEQUACIES WITHIN THESE

BID DOCUMENTS OR BETWEEN THESE BID DOCUMENTS

AND RELATED HVAC, FIRE PROTECTION, ELECTRICAL,

STRUCTURAL, ARCHITECTURAL, INTERIOR DECOR, AND

SITE ENGINEERING DRAWINGS, OR BETWEEN THESE BID

DOCUMENTS AND FIELD CONDITIONS MUST BE BROUGHT

TO THE ATTENTION OF THE OWNER, ARCHITECT, AND

ENGINEERS PRIOR TO BID SUBMISSION.

6. THE PLUMBING CONTRACTOR MUST VISIT THE SITE AND

NOTE ALL EXISTING CONDITIONS AS WELL AS

CONDITIONS TO BE MET PRIOR TO BID SUBMISSION.

LACK OF A THOROUGH UNDERSTANDING OF THE

PROJECT SCOPE AND CONDITIONS SHALL NOT

CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS,

NOR FOR A REQUEST FOR EXTRA COMPENSATION.

7. IT IS CRITICAL THAT THE PLUMBING CONTRACTOR FIELD

VERIFIES ALL EXISTING INVERT ELEVATIONS PRIOR TO

BID SUBMISSION. IF ANY CONFLICTS EXIST BETWEEN THE

NEW PLUMBING SYSTEMS AND THE EXISTING SITE LEVEL

SYSTEMS, THE CONFLICTS SHALL BE BROUGHT TO THE

ATTENTION OF AN OWNER'S REPRESENTATIVE AND THE

ENGINEERS PRIOR TO BID SUBMISSION. EXTRA

COMPENSATION WILL NOT BE GRANTED FOR ANY EXTRA

WORK OR MATERIAL WHICH RESULTS FROM AN INABILITY

TO MEET THE INVERTS OF THE EXISTING SITE LEVEL

PIPING SYSTEMS.

8. THE PLUMBING CONTRACTOR SHALL PROVIDE A

COMPLETE SET OF RECORD "AS-BUILT" DRAWINGS, IN

CAD FORMAT, INDICATING THE PRECISE LOCATIONS OF

ALL SYSTEMS, EQUIPMENT, CONCEALED OR EMBEDDED

PIPING, PIPING CONNECTIONS, AND ACCESS DOORS.

THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES

AND DEVIATIONS FROM THE BID DOCUMENTS.

9. RUN ALL DOMESTIC WATER, WASTE, VENT, AND GAS

PIPING AS HIGH AS POSSIBLE THROUGHOUT THE ENTIRE

BUILDING. INSTALL LONG RUNS OF PIPING WITHIN JOIST

SPACE AND OTHER PIPING TIGHT TO BOTTOM OF

STRUCTURE. COORDINATE AND VERIFY WITH OTHER

CONTRACTORS AS NOT TO INTERFERE WITH

DUCTWORK, FIRE PROTECTION PIPING, LIGHTING

SYSTEMS, CONDUIT RUNS, ETC.

10. ALL EXPOSED HORIZONTAL AND VERTICAL PIPING SHALL

BE INSTALLED IN A NEAT ARRANGEMENT IN LOCATIONS

WHICH ARE THE MOST INCONSPICUOUS. VERTICAL

DROPS SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND

THEIR FINAL LOCATIONS SHALL BE COORDINATED AND

RUN WITHIN CHASES, WALLS, OR SOFFITS WITH OTHER

MECHANICAL/ELECTRICAL FEEDS WHERE POSSIBLE. ALL

SUCH LOCATIONS SHALL BE REVIEWED WITH AN OWNER

REPRESENTATIVE AND ARCHITECT PRIOR TO

INSTALLATION.

11. FINAL CONNECTIONS TO ALL GAS FIRED EQUIPMENT

SHALL BE BY THE PLUMBING CONTRACTOR,

REGARDLESS OF WHO PROVIDES EQUIPMENT. THIS

SHALL INCLUDE, BUT NOT BE LIMITED TO, HVAC

EQUIPMENT, WATER HEATERS, APPLIANCES, ETC.

12. ALL DOMESTIC WATER BRANCH LINES SHALL HAVE THEIR

OWN RESPECTIVE SHUTOFF VALVES WHETHER SHOWN

ON THE DRAWINGS OR NOT.

13. DOMESTIC WATER HEATER TEMPERATURE & PRESSURE

RELIEF VALVES SHALL BE PIPED FULL SIZE TO THE

NEAREST APPROVED TERMINAL LOCATION WITH

REQUIRED AIR GAP. THIS REQUIREMENT SHALL ALSO BE

APPLICABLE TO ALL DOMESTIC WATER HEATING

STORAGE VESSELS. INSTANTANEOUS WATER HEATERS

NOT STORING WATER SHALL NOT REQUIRE

TEMPERATURE & PRESSURE RELIEF VALVES.

14. THE PLUMBING CONTRACTOR SHALL RUN OUT ALL

BUILDING DRAINAGE AND WASTE LINES WHERE SHOWN

ON THE DRAWINGS AND MAKE ALL CONNECTIONS TO SITE

LEVEL SYSTEMS.

15. ALL EXPOSED PIPING BELOW LAVATORIES DESIGNATED AS

ADA ACCESSIBLE SHALL BE TOTALLY INSULATED FOR

PROTECTION PER ADA REQUIREMENTS.

16. ALL ROOF DRAIN SUMPS AND HORIZONTAL STORM

DRAINAGE PIPING LOCATED ABOVE CEILINGS SHALL BE

FULLY INSULATED INCLUDING ALL FITTINGS.

17. ALL NON-DRAINAGE PIPING SHALL BE RUN LEVEL AND

GENERALLY FREE OF TRAPS AND UNNECESSARY BENDS,

ARRANGED TO CONFORM TO THE BUILDING

REQUIREMENTS, AND TO SUIT THE NECESSITIES OF

CLEARANCES FOR WORK OF MECHANICAL AND OTHER

TRADES. PROVIDE VALVED DRAINAGE OUTLETS IN AREAS

OF PIPING WHICH ARE UNDRAINABLE DURING

MAINTENANCE OR REPAIRS.

18. ALL REQUIRED OFFSETS, RISES, AND DROPS DUE TO

POSSIBLE OBSTRUCTIONS OF PIPE RUNS ARE NOT

NECESSARILY SHOWN. PLUMBING CONTRACTOR SHALL

PROVIDE ALL REQUIRED OFFSETS NECESSARY FOR FINAL

COORDINATION WITH OTHER TRADES AND STRUCTURE.

19. THROUGH PENETRATIONS OF FIRE RESISTANCE RATED

HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY AN

APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM

INSTALLED AND TESTED IN ACCORDANCE WITH ASTM E

814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE

DIFFERENTIAL OF 0.01 INCH OF WATER (2.49 PA). THE

SYSTEM SHALL HAVE AN F RATING/T RATING OF NOT LESS

THAN 1 HOUR BUT NOT LESS THAN THE REQUIRED RATING

OF THE FLOOR PENETRATED. SEE ARCHITECTURAL

DRAWINGS FOR RATED ASSEMBLY LOCATIONS, RATINGS,

AND ASSOCIATED DETAILS.

EXCEPTIONS:

A. FLOOR PENETRATIONS CONTAINED AND LOCATED

WITHIN THE CAVITY OF A WALL, ABOVE THE FLOOR, OR

BELOW THE FLOOR DO NOT REQUIRE A T RATING.

B. FLOOR PENETRATIONS BY FLOOR DRAINS, TUB

DRAINS, OR SHOWER DRAINS CONTAINED AND

LOCATED WITHIN THE CONCEALED SPACE OF A

HORIZONTAL ASSEMBLY DO NOT REQUIRE A T RATING.

20. FLUSH LEVERS FOR ADA ACCESSIBLE WATER CLOSETS

SHALL BE LOCATED ON THE APPROACH SIDE (WIDE SIDE

OF ROOM) OF THE FIXTURE.

21. CLEANOUTS SHALL BE PROVIDED IN ACCORDANCE WITH

LOCAL CODE REQUIREMENTS, INCLUDING AT THE BASE OF

ALL DRAINAGE STACKS.

22. ALL PLUMBING EQUIPMENT, INSULATION, PIPING, ETC.

INSTALLED IN HVAC RETURN AIR PLENUMS SHALL MEET

CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE

DEVELOPMENT RATINGS (FLAME 25 / SMOKE 50), WHEN

TESTED IN ACCORDANCE WITH ASTM E84 OR UL 273.

23. ALL PLUMBING EQUIPMENT REQUIRING ELECTRICAL

POWER SHALL BE INSTALLED WITH DISCONNECT

SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE

SWITCH TYPE (FUSED OR NON-FUSED) WITH ELECTRICAL

DRAWINGS.

24. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED

ACCORDING TO MANUFACTURER'S REQUIREMENTS.

MANUFACTURER RECOMMENDATIONS ARE DEEMED

REQUIREMENTS.

25. WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR

WALLS SHALL BE ROUTED ON HEATED SIDE (UNDERSIDE)

OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF

WALL INSULATION. PIPING SHALL NOT BE INSTALLED IN

LOCATIONS SUBJECT TO FREEZING CONDITIONS.

26. WATER HAMMER ARRESTORS, SIZED PER PDI, SHALL BE

PROVIDED ON THE SUPPLY PIPING TO EACH QUICK

CLOSING VALVE (E.G. WATER CLOSETS, URINALS, SENSOR

OPERATED FAUCETS, ICE MACHINE SUPPLY BOXES,

WATER COOLERS, WASHING MACHINE SUPPLY BOXES,

DISHWASHERS, ETC). ARRESTORS SHALL BE DOUBLE SEAL

PISTON TYPE WITH THREADED CONNECTIONS, LISTED FOR

CONCEALED INSTALLATIONS WITHOUT ACCESS PANELS.

27. WHERE REQUIRED FOR ACCESS TO VALVES AND

ACCESSORIES ABOVE HARD CEILINGS OR IN WALLS,

ACCESS PANELS SHALL BE PROVIDED BY THIS

CONTRACTOR. PANELS IN RATED ASSEMBLIES SHALL

HAVE LISTED RATINGS EQUAL TO OR GREATER THAN THE

ASSEMBLY IN WHICH THEY ARE INSTALLED.

28. ALL VALUE ENGINEERING, SUBSTITUTIONS, OR

DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE

SUBMITTED IN WRITING TO THE DESIGN TEAM FOR REVIEW

AND APPROVAL PRIOR TO ACCEPTANCE OR

IMPLEMENTATION. ANY COST INCURRED AS A RESULT OF

ANY DEVIATION FROM THE BASIS OF DESIGN INDICATED IN

THE CONTRACT DOCUMENTS (E.G. PLUMBING

MODIFICATIONS TO ACCOMMODATE ALTERNATE

EQUIPMENT SELECTIONS, DESIGN RELATED EXPENSES

FOR REQUIRED DRAWING MODIFICATIONS, ETC.) SHALL BE

SOLE RESPONSIBILITY OF THE CONTRACTOR. NO

INCREASE IN CONTRACT COST WILL BE GRANTED UNLESS

BORNE BY, AND APPROVED IN WRITING BY, THE OWNER.

CONTRACT DOCUMENTS ARE DEFINED TO INCLUDE ALL

DISCIPLINES AND DIVISIONS OF THE CONTRACT.

1. THE PLUMBING CONTRACTOR MUST VISIT THE SITE AND NOTE ALL EXISTING CONDITIONS AS WELL AS CONDITIONS TO BE MET PRIOR TO BID SUBMISSION. LACK OF A THOROUGH UNDERSTANDING OF THE PROJECT SCOPE AND CONDITIONS SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS, NOR FOR A REQUEST FOR EXTRA COMPENSATION.

2. IT IS CRITICAL THAT THE PLUMBING CONTRACTOR FIELD VERIFIES ALL EXISTING INVERT ELEVATIONS PRIOR TO BID SUBMISSION. IF ANY CONFLICTS EXIST BETWEEN THE NEW PLUMBING SYSTEMS AND THE EXISTING SITE LEVEL SYSTEMS, THEY SHOULD BE BROUGHT TO THE ATTENTION OF AN OWNER'S REPRESENTATIVE AND THE ENGINEER PRIOR TO BID SUBMISSION. EXTRA COMPENSATION WILL NOT BE GRANTED FOR ANY EXTRA WORK OR MATERIAL WHICH RESULTS FROM

AN INABILITY TO MEET THE INVERTS OF THE EXISTING SITE LEVEL PIPING SYSTEMS.

PLUMBING DEMOLITION GENERAL NOTES

SPRINKLER HEAD

FLEXIBLE-CONNECTION

STRAINER WITH

BLOW OFF VALVE

STRAINER

TP

S

RELIEF VALVE

TEMPERATURE AND PRESSURE

RELIEF/SAFETY VALVE

GAS PRESSURE REGULATOR

GAS COCK

SOLENOID VALVE

GLOBE VALVE, ANGLE

THREE WAY CONTROL VALVE

TWO WAY CONTROL VALVE

VALVE IN RISE OR DROP

SWING CHECK VALVE

LIFT CHECK VALVE

GATE VALVE, ANGLE

GLOBE VALVE

PLUG VALVE

VALVE (PRV)

BUTTERFLY VALVE

PRESSURE REDUCING

BALL VALVE

(REDUCED PRESSURE ZONE)

BACKFLOW PREVENTER

WATER HAMMER ARRESTER

CALIBRATED BALANCING VALVE

(DOUBLE CHECK VALVE ASSEMBLY)

PIPE RISING UP

PIPE DROPPING DOWN

TEMPERATURE TRANSMITTER

PRESSURE TRANSMITTER OR

PRESSURE SWITCH

UNION - SCREWED OR FLANGED

GAUGE WITH GAUGE COCK/

PRESSURE INDICATOR

BACKFLOW PREVENTER

THERMOMETER/TEMPERATURE

PI/GA

TH/TI

PT/PS

INDICATOR

TT

FS

FLOW SWITCH

PIPING ELEMENTS / VALVING*

* APPLIES ONLY TO P&ID DETAILS

M

SUB-METER

PUMP

AQUASTAT

A

PIPE CONTINUATION

PLUMBING ABBREVIATIONS

AD - AREA DRAIN

AFF - ABOVE FINISH FLOOR

BFF - BELOW FINISH FLOOR

BFP - BACK FLOW PREVENTOR

CD - CONDENSATE DRAIN

CFH - CUBIC FEET PER HOUR

CO - CLEAN OUT

CW - COLD WATER

DN - DOWN

(E) - EXISTING

°F - DEGREES FAHRENHEIT

FCO - FLOOR CLEAN OUT

FD - FLOOR DRAIN

GPH - GALLONS PER HOUR

GPM - GALLONS PER MINUTE

HW - HOT WATER

HWC - HOT WATER RECIRCULATION

I.E. - INVERT ELEVATION

KW - KILOWATT

LP - LIQUID PROPANE

MV - MIXING VALVE

NG - NATURAL GAS

NTS - NOT TO SCALE

OSD - OVERFLOW STORM DRAIN

P&ID - PIPING AND INSTRUMENT DIAGRAM

PSS - PUMPED SANITARY SEWER

PSD - PUMPED STORM DRAIN

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE PIPE

SD - STORM DRAIN

SOV -SHUT OFF VALVE

SS - SANITARY SEWER

SF - SQUARE FEET

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

V - VENT

VTR - VENT THRU ROOF

WCO - WALL CLEAN OUT

- STORM DRAIN PIPING

- DOMESTIC COLD WATER PIPING, HIGH PRESSURE MAIN

- DOMESTIC HOT WATER PIPING, BETWEEN 110°F & 120°F

- GREASE SANITARY SEWER PIPING, UNDERGROUND

- STORM DRAIN PIPING, UNDERGROUND

P-XXX

1 - ENLARGED PLAN REFERENCE: VIEW NUMBER / SHEET NUMBER

SYMBOL DESCRIPTION

- DOMESTIC HOT WATER PIPING (120°F MAXIMUM)

- OVERFLOW STORM DRAIN PIPING

- CONDENSATE PIPING

- POINT OF CONNECTION

- LIQUID PROPANE GAS PIPING

- NATURAL GAS PIPING, 2 PSI OR GREATER. REFER TO PLANS FOR PRESSURE

- DOMESTIC COLD WATER PIPING

PLUMBING SYMBOL LEGEND

- NATURAL GAS PIPING, LESS THAN 2 PSI

- SANITARY SEWER PIPING

- SANITARY SEWER PIPING, UNDERGROUND

- DOMESTIC HOT WATER CIRCULATION PIPING (135°F MAXIMUM)

- GREASE SANITARY SEWER PIPING

- DOMESTIC HOT WATER PIPING (140°F MAXIMUM)

- DOMESTIC HOT WATER CIRCULATION PIPING (115°F MAXIMUM)

- POINT OF DEMOLITION EXTENTS

- PUMPED SANITARY SEWER PIPING

- PUMPED STORM DRAIN PIPING

- VENT PIPING

3/4" CW (H.P.)

3/4" HW

3/4" HW (120°)

3/4" HW (140°)

3/4" HWC (115°)

3/4" HWC (135°)

3/4" CW

3" GSS

3" GSS U/G

3" SS

3" SS U/G

4" SD

4" SD U/G

4" OSD

3/4" CND

3/4" LPG

3/4" NG

3/4" NG (M.P.)

2" PSS

2" PSD

3" V

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.

P0.1

LEGENDS AND GENERAL NOTES

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

06/29/2026

PLUMBING SPECIFICATIONS

1. GENERAL CONDITIONS: ALL WORK SHALL BE CONSTRUCTED IN

ACCORDANCE WITH: 2023 FLORIDA BUILDING CODE, BUILDING,

EIGHTH EDITION; 2023 FLORIDA BUILDING CODE, PLUMBING,

EIGHTH EDITION; 2023 FLORIDA BUILDING CODE, FUEL GAS,

EIGHTH EDITION; 2023 FLORIDA BUILDING CODE, ENERGY

CONSERVATION, EIGHTH EDITION; AND ALL OTHER APPLICABLE

LOCAL AND STATE CODES, STANDARDS, AND ORDINANCES.

CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LATEST

COUNTY FACILITIES PREFERRED EQUIPMENT GUIDE [FPEG]. IF

ANY CONFLICT EXISTS, FPEG SHALL TAKE PRECEDENCE OVER

THESE SPECIFICATIONS AND CONFLICT SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT AND ENGINEER. ALL

DEVIATIONS FROM FPEG SHALL BE APPROVED BY THE COUNTY

PRIOR TO BID SUBMISSION. EXTRA COMPENSATION WILL NOT BE

GRANTED FOR ANY EXTRA WORK OR MATERIALS WHICH

RESULTS FROM DEVIATIONS FROM FPEG. FINAL ACCEPTANCE

OF ALL MATERIALS AND EQUIPMENT SHALL BE BY THE COUNTY.

A. MATERIALS: NEW, UNUSED, BEST OF THEIR RESPECTIVE

KINDS AND FREE FROM DEFECTS AS INDICATED ON THE

DRAWINGS. BASIS OF QUALITY SHALL BE LATEST STANDARDS

OF ASTM, ASA, FEDERAL SPECIFICATIONS OR OTHER

ACCEPTABLE STANDARDS.

B. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL

ARRANGEMENT OF WORK. CONTRACTOR SHALL

COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS

CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE

ALL NECESSARY DRAWINGS, AND OBTAIN ALL PERMITS AND

CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION

WITH ALL WORK UNDER THIS CONTRACT. CONTRACTOR

SHALL COMPLY WITH ALL NATIONAL AND LOCAL LAWS,

ORDINANCES, RULES, REGULATIONS, AND THE CURRENT

ENERGY CONSERVATION CODE.

C. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL

PRIOR TO ORDERING AND INSTALLATION OF ANY MATERIAL.

ONE ELECTRONIC COPY OF SUBMITTALS, IN PDF FORMAT, IS

REQUIRED. ALL PRODUCTS AND MATERIALS FOR A GIVEN

PHASE SHALL BE SUBMITTED AT THE SAME TIME. PARTIAL

SUBMITTALS ARE NOT ACCEPTABLE. THE CONTRACTOR

SHALL VERIFY WITH THE ARCHITECT FOR ANY PHASING

PROCEDURES REQUIRED OF THE CONSTRUCTION WORK.

2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL

CUTTING AND PATCHING REQUIRED TO SATISFACTORILY

PERFORM THE CONSTRUCTION WORK. NO STRUCTURAL

MEMBER SHALL BE CUT WITHOUT THE PRIOR APPROVAL OF THE

STRUCTURAL ENGINEER.

3. DEMOLITION AND/OR REMOVALS: CONTRACTOR SHALL NOT

DEMOLISH OR REMOVE FROM PREMISES ANY ITEMS WHICH ARE

NOT SPECIFICALLY CALLED FOR BY THE PLUMBING DRAWINGS

AND SPECIFICATIONS. SHOULD ANY SUCH ITEMS BE

DISCONNECTED, DEMOLISHED, OR REMOVED, THE CONTRACTOR

SHALL PROMPTLY, AND PROPERLY, REINSTATE ITEMS TO THE

SATISFACTION OF THE OWNER. ANY DAMAGE CAUSED TO THE

STRUCTURE AND/OR PROPERTY SHALL BE PROPERLY REPAIRED

OR REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE AND

TO THE COMPLETE SATISFACTION OF THE OWNER.

4. WORK INCLUDED: THESE SPECIFICATIONS AND THE

ACCOMPANYING DRAWINGS ARE INTENDED TO SECURE THE

PROVISION OF ALL MATERIALS AND LABOR NECESSARY FOR ALL

PLUMBING WORK AS CALLED FOR HEREIN AND AS INDICATED ON

THE DRAWINGS. SYSTEMS SHALL BE COMPLETE, WITH ALL

NECESSARY APPURTENANCES AND MINOR AUXILIARIES

REQUIRED, TO MAKE EACH SYSTEM COMPLETE AND WORKING IN

EVERY RESPECT. ALL WORK DESCRIBED IN THE SPECIFICATIONS

AND NOT SHOWN ON THE DRAWINGS OR VICE VERSA SHALL BE

FURNISHED IN COMPLETE WORKING ORDER. THE FOLLOWING IS

A GENERAL DESCRIPTION OF WORK THAT SHALL BE PROVIDED

AND INSTALLED BY THIS CONTRACTOR:

A. NEW DOMESTIC HOT & COLD WATER DISTRIBUTION SYSTEM.

B. NEW SANITARY WASTE AND VENT SYSTEM.

C. NEW PLUMBING EQUIPMENT, FIXTURES, AND TRIM.

D. PIPE INSULATION ON ALL WATER AND DRAINAGE PIPING AS

REQUIRED.

E. HANGERS AND SUPPORTS. ROUGH CUTTING AND PATCHING.

F. ALL REQUIRED VALVES, CONTROLS, AND VALVE ACCESS

PANELS / DOORS.

G. TESTS, ADJUSTMENTS, SHOP AND AS-BUILT DRAWINGS,

PERMITS, CERTIFICATES, AND APPROVALS.

5. GENERAL CONSTRUCTION: UNDER NO CIRCUMSTANCES WILL

THIS CONTRACTOR OR HIS WORKMEN BE PERMITTED TO USE

ANY PART OF THE BUILDING AS A SHOP, EXCEPT PARTS

DESIGNATED BY THE OWNER FOR SUCH PURPOSES. STORE

MATERIALS ONLY IN SPACES DESIGNATED BY OWNER.

A. REMOVE RUBBISH FROM PREMISES AS OFTEN AS

NECESSARY OR AS DIRECTED BY OWNER.

B. BEFORE SUBMITTING A PROPOSAL, PROSPECTIVE BIDDERS

SHALL VISIT AND CAREFULLY EXAMINE THE SITE TO BECOME

FAMILIAR WITH EXISTING CONDITIONS AND WITH THE

DIFFICULTIES ASSOCIATED WITH THE EXECUTION OF THIS

WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS

EVIDENCE THAT SUCH AN EXAMINATION WAS MADE. LATER

CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,

EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF

DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN

FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.

C. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS

REQUIRED.

D. CONTRACTOR SHALL MAKE RECORD OF ALL FIELD WORK AND

PREPARE AND FURNISH TO THE OWNER CAD GENERATED

"AS-BUILT" PLANS FOR ALL WORK INSTALLED.

E. ALL PARTS OF THE WORK SHALL BE TESTED AND ADJUSTED

TO WORK PROPERLY AND BE LEFT IN COMPLETE AND FULLY

OPERATING CONDITION. CORRECT DEFECTS DISCLOSED BY

THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE

OWNER.

6. INSPECTIONS AND TESTS: THE OPERATION OF THE EQUIPMENT

AND PIPING INSTALLATION DOES NOT CONSTITUTE AN

ACCEPTANCE OF THE WORK BY THE OWNER. THE FINAL

ACCEPTANCE SHALL BE MADE AFTER THE CONTRACTOR HAS

ADJUSTED PLUMBING SYSTEMS, DEMONSTRATED THAT THEY

FULFILL THE REQUIREMENTS OF THE PLANS AND

SPECIFICATIONS, AND HAS FURNISHED ALL REQUIRED

CERTIFICATES.

A. UPON COMPLETION OF THE INSTALLATION, THE

CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL

FROM ALL AUTHORITIES HAVING JURISDICTION.

CONTRACTOR SHALL DEMONSTRATE THAT ALL WORK IS

COMPLETE AND IN FULLY OPERATING ORDER AND THAT THE

ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL

DEFECTS.

B. CONTRACTOR SHALL ENSURE ALL SYSTEMS ARE TESTED IN

FULL ACCORDANCE WITH LOCAL, STATE, AND UTILITY

COMPANY REQUIREMENTS.

7. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL MATERIALS

AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE

FINAL DATE OF ACCEPTANCE, IN WRITING.

8. PIPING, FITTINGS, AND JOINTS:

A. WATER DISTRIBUTION:

a. UNDERGROUND PIPING 2-1/2" AND LARGER AT SERVICE

ENTRIES SHALL BE TYPE K COPPER TUBING WITH BRAZED

JOINTS OR CEMENT LINED DUCTILE IRON PIPE WITH

RESTRAINED JOINTS. 2" AND SMALLER PIPING BELOW

SLAB WITHIN THE BUILDING SHALL BE TYPE K SOFT

COPPER TUBING WITH NO JOINTS BELOW THE SLAB.

b. ABOVE SLAB DOMESTIC WATER PIPING SHALL BE TYPE L

COPPER WITH LEAD-FREE SOLDERED JOINTS. EXCEPT AS

NOTED, CPVC PIPE AND FITTINGS MAY BE USED FOR

DOMESTIC COLD WATER AND LOW TEMPERATURE HOT

WATER (120°F OR LESS) SUPPLY AND RETURN PIPING.

TYPE L COPPER SHALL BE USED FOR ALL PIPING WITH

OPERATING TEMPERATURES HIGHER THAN 120°F.

c. 2" AND SMALLER CPVC SHALL BE COPPER TUBE SIZE, SDR-11. 2-1/2" AND LARGER CPVC PIPING AND FITTINGS

SHALL BE IPS SCHEDULE 80. CPVC PIPING SHALL BE AS

MANUFACTURED BY LUBRIZOL AND SHALL BE EQUAL TO

THE FLOWGUARD GOLD AND CORZAN PIPING SYSTEMS.

FITTINGS SHALL BE MATCHING CPVC AND SHALL BE

SOLVENT WELDED WITH PRIMER AND CPVC SPECIFIC

CEMENT. SYSTEM SHALL BE PRESSURE TESTED AT TWO

TIMES SYSTEM OPERATING PRESSURE FOR A PERIOD OF

24 HOURS.

B. SOIL, WASTE, AND VENT PIPING, STORM DRAIN PIPING, AND

CONDENSATE PIPING:

a. SOLID WALL SCHEDULE 40 PVC (ASTM 1784 AND 1785)

WITH DWV PATTERN FITTINGS (ASTM 2665) WITH CEMENT

JOINTS (ASTM D2564-96A).

b. EXCEPTION: SOIL, WASTE, AND VENT PIPING, STORM

DRAIN PIPING, AND CONDENSATE PIPING ABOVE SLAB IN

AIR PLENUMS SHALL BE NO-HUB CAST IRON PIPE AND

FITTINGS WITH HEAVY DUTY NO-HUB COUPLINGS (HUSKY

OR EQUAL). ALL CAST IRON PIPE AND FITTINGS SHALL BE

OF DOMESTIC SOURCE AND BEAR THE CAST IRON SOIL

PIPE INSTITUTE (CISPI) TRADEMARK. CPVC PIPING AND

FITTINGS MAY BE ALLOWED BY AHJ WITH PROPER

DOCUMENTATION FOR INSTALLATION IN RETURN AIR

PLENUMS.

C. NATURAL GAS:

a. SCHEDULE 40 BLACK STEEL PIPING WITH WROUGHT

STEEL FITTINGS ASTM-A53.

b. 2" AND SMALLER PIPING SHALL HAVE SCREWED JOINTS.

c. 2-1/2" AND LARGER PIPING SHALL HAVE WELDED JOINTS.

9. PIPE INSTALLATION: LOCATIONS AND SIZES OF EXISTING PIPING

ON PLAN ARE APPROXIMATE. EXACT SIZES AND LOCATIONS FOR

NEW CONNECTIONS TO ALL EXISTING PIPING SHALL BE VERIFIED

IN FIELD BEFORE STARTING WORK.

A. THE WORD 'PIPING' IN THIS SPECIFICATION REFERS TO ALL

PIPE, FITTINGS, NIPPLES, AND VALVES AND SHALL BE

CONSIDERED AS SUCH IN THE INSTALLATION.

B. ALL WATER PIPING SHALL BE RUN LEVEL AND GENERALLY

FREE OF TRAPS AND UNNECESSARY BENDS, ARRANGED TO

CONFORM TO THE BUILDING REQUIREMENTS, AND TO SUIT

THE NECESSITIES OF CLEARANCES FOR OTHER WORK.

C. ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY

AT LEAST 6" (CENTER TO CENTER) AND INSTALLED SO THAT

THE PIPES DO NOT COME IN CONTACT WITH ONE ANOTHER.

WHERE PIPING IS PARALLEL, AMPLE SPACE SHALL BE

PROVIDED BETWEEN PIPING FOR THE PROPER THICKNESS

OF COVERING AND PROPER OPERATION OF VALVES.

D. ALL PIPING SHALL HAVE REDUCING FITTINGS WHERE ANY

CHANGE IN THE PIPE SIZES OCCUR. NO BUSHINGS WILL BE

ALLOWED. NO VALVE STEM SHALL BE INSTALLED BELOW THE

CENTERLINE OF THE PIPING IT SERVES.

E. CONNECTIONS BETWEEN WATER PIPE, FITTINGS, AND

EQUIPMENT OF FERROUS AND NON-FERROUS METALS SHALL

BE MADE WITH DIELECTRIC INSULATING COUPLINGS.

10. HANGERS AND SUPPORTS: ALL PIPING SHALL BE SUPPORTED

FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED

HANGERS AND SUPPORTS. PIPING SHALL BE SUPPORTED TO

MAINTAIN REQUIRED GRADING AND PITCHING OF LINES, TO

PREVENT VIBRATION, TO SECURE PIPING IN PLACE, AND SHALL

BE SO ARRANGED AS TO PROVIDE FOR EXPANSION AND

CONTRACTION. SUPPORT LOCATIONS AND HANGING METHODS

SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED BY

ARCHITECT AND STRUCTURAL ENGINEER BEFORE STARTING

WORK. THE SPACING OF HANGERS SHALL BE IN ACCORDANCE

WITH PREVAILING CODES.

A. MALLEABLE IRON BRACKETS OF APPROVED TYPE SHALL BE

USED ALONG WALLS. ADDITIONAL HANGERS SHALL BE

INSTALLED AT ALL FITTINGS.

B. PIPING SHALL NOT BE HUNG FROM OTHER PIPING,

DUCTWORK, OR CONDUITS OF OTHER TRADES.

C. HANGERS AND SUPPORTS SHALL BE AS FOLLOWS: BARE

HORIZONTAL FERROUS AND NON-FERROUS PIPING SHALL BE

HUNG WITH STEEL, ADJUSTABLE-TYPE CLEVIS HANGERS, OR

"GANGED" ON SUITABLE TRAPEZE-TYPE SUPPORTS.

HANGERS IN CONTACT WITH COPPER SHALL BE COPPER-

PLATED. INSERTS, ANCHORS, CLAMPS, ETC., FOR SECURING

HANGERS SHALL BE MAINTAINED BY THIS CONTRACTOR IN

THE PROPER LOCATIONS DURING ALL PHASES OF

CONSTRUCTION.

11. EQUIPMENT CONNECTIONS: CONTRACTOR SHALL FURNISH ALL

REQUIRED VALVES, FITTINGS, VACUUM BREAKERS, BACKFLOW

PREVENTERS, TRAPS, ETC., NECESSARY FOR THE COMPLETE

HOOKUP TO PROVIDE PROPER OPERATION OF EACH PIECE OF

EQUIPMENT. IN CONNECTING TO EQUIPMENT, MANUFACTURER'S

RECOMMENDATIONS FOR SIZE AND ARRANGEMENT OF

CONNECTIONS SHALL BE FOLLOWED, WITH SIZES SHOWN ON

PLANS INSTALLED UP TO EQUIPMENT STOP OR ISOLATION VALVE.

12. VALVES: DOMESTIC HOT AND COLD WATER SHUTOFF VALVES

SHALL BE FULL PORT, BRASS, QUARTER TURN, BALL VALVES

WITH INJECTION MOLDED BRASS THREAD TO CPVC SOLVENT

WELD ADAPTERS. PROVIDE BRASS VALVE TAGS WITH SCHEDULE

IDENTIFYING VALVE SERVICE AND LOCATION.

13. INSULATION: PROVIDE PREFORMED FIBERGLASS INSULATION ON

ALL HOT, HOT WATER CIRCULATION, AND COLD WATER PIPING

(COLD WATER PIPING SHALL HAVE VAPOR BARRIER), VALVES,

AND EQUIPMENT. ALL INSULATION, JACKETS, ADHESIVES, ETC.,

SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A

SMOKE DEVELOPED RATING NOT OVER 50. INSULATION R-VALUES

SHALL BE AS REQUIRED BY PREVAILING CODES AND ENERGY

RELATED STANDARDS.

A. PROVIDE ELASTOMERIC INSULATION ON ALL INTERIOR ROOF

DRAIN BODIES, HORIZONTAL STORM WATER PIPING ABOVE

SLAB, AND CONDENSATE PIPING, ARMSTRONG AP, OR EQUAL.

B. FINISHES: EXPOSED PIPE INSULATION SHALL BE VINYL

COATED WITH AN EMBOSSED LAMINATE VAPOR BARRIER

JACKET. LAPS AND END STRIPS SHALL BE ADHERED WITH

INSULCOUSTIC IC-225. CONCEALED PIPE INSULATION SHALL

HAVE A WHITE VAPOR BARRIER JACKET SECURED WITH

ALUMINUM BANDS. INSULATED PIPE WITHIN MAIN

MECHANICAL ROOMS AND SIMILAR AREAS THAT IS BELOW

7'-0" SHALL BE PROVIDED WITH ALUMINUM JACKETS AND

BANDS FOR PROTECTION. INSULATION SUPPORT (TO

PREVENT COLLAPSE OF INSULATION) SHALL BE PROVIDED

BETWEEN PIPING AND PIPE HANGING SHIELDS. RIGID

POLYURETHANE FOAM OR NATURAL CORK INSERTS MAY BE

USED FOR SUPPORT. ALL PIPE SUPPORT APPARATUS MUST

BE MOUNTED ON THE OUTSIDE OF ALL INSULATION.

C. INSULATION FOR DOMESTIC HOT WATER SUPPLY AND

CIRCULATION PIPING SHALL BE 1" THICKNESS FOR 1-1/4" AND

SMALLER PIPING AND 1-1/2" THICKNESS FOR 1-1/2" AND

LARGER PIPING. INSULATION FOR STORM WATER AND

CONDENSATE PIPING SHALL BE 1/2" THICKNESS FOR 1-1/4"

AND SMALLER PIPING AND 1" THICKNESS FOR 1-1/2" AND

LARGER PIPING. INSULATION VALUES ARE PER 2023 FLORIDA

BUILDING CODE, ENERGY COMPLIANCE, EIGHTH EDITION.

D. PROVIDE PREFORMED INSULATION GUARDS,TRUEBRO, OR

EQUAL, ON ALL EXPOSED PLUMBING ELEMENTS UNDER ADA

COMPLIANT LAVS AND SINKS, AS REQUIRED BY ADA

REQUIREMENTS. INSULATION IS NOT REQUIRED WHERE

MILLWORK OR OTHER PROTECTION IS SPECIFIED BY OTHER

TRADES.

14. PIPING IDENTIFICATION: ALL PIPING SHALL BE IDENTIFIED WITH

SEMI-RIGID PLASTIC PRESSURE-SENSITIVE IDENTIFICATION

MARKERS (NOTE: PRESSURE-SENSITIVE VINYL PIPE MARKERS

ARE NOT ACCEPTABLE). DIRECTION OF FLOW ARROWS SHALL BE

INCLUDED ON EACH MARKER AND SHALL BE IN CONFORMANCE

WITH "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS"

(ANSI A13.1-1975).

A. LOCATIONS FOR PIPE MARKERS SHALL BE AS FOLLOWS:

a. ADJACENT TO EACH VALVE AND FITTING (EXCEPT ON

EQUIPMENT).

b. AT EACH BRANCH AND RISER TAKE-OFF.

c. AT EACH PIPE PASSAGE THROUGH WALL AND CEILING

CONSTRUCTION.

d. ON ALL HORIZONTAL PIPE RUNS - MARKED EVERY 20'.

MARKERS AND BRASS VALVE TAGS AS MANUFACTURED

BY SETON NAME PLATE CORP., OR APPROVED EQUAL.

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.

P0.2

SPECIFICATIONS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

1 1

KEY NOTES

CONTRACTOR SHALL DEMOLISH PLUMBING FIXTURE AND

ASSOCIATED HARDWARE. REMOVE ALL PIPING BACK TO MAIN

BRANCH OR VALVE AND PREPARE PIPING FOR NEW PLUMBING

LAYOUT.

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.

P1.0

FIRST FLOOR DEMOLITION PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

3/16" = 1'-0"P1.0

1 DEMOLITION FLOOR PLAN

N

NAPA ROOM

OPEN OFFICE

OFFICE

BREAK ROOM

0106LOCKER ROOM

RESTROOM

RESTROOM

WC1

L-1

L-1

S-3WC1

WC2 UR

EWC

4" SS

4" SS

3" SS

3" SS

4" SS

4" SS

3" SS

2" V

2" V 2" V

2" V

CONNECT TO EXISTING 2"V OR

LARGER VENT THROUGH ROOF.

SH

HD

2" SS

PLUMBING CONTRACTOR SHALL PROVIDE

2" DRAIN LINE FROM ICE MAKER TO HUB

DRAIN WITH AIR GAP FITTING PER

MANUFACTURER'S RECOMMENDATION.

COORDINATE FINAL HUB DRAIN LOCATION

AND ELEVATION WITH ARCHITECT AND

GENERAL CONTRACTOR.

MS

3" SS

2" V

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.

P2.0

PROPOSED FIRST FLOOR PLAN -

GRAVITY

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015 3/16" = 1'-0"P2.0

1 PROPOSED FLOOR PLAN GRAVITY

DN

DN

DN

NAPA ROOM

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

OFFICE

LOCKER ROOM

RESTROOM

RESTROOM

BREAK ROOM

WC1

L-1

L-1

S-3

WC1

WC2

UR

EWC

EWH

RP-1

TMV-1

SH

EXISTING SHOP

MS

KEY NOTES

CONTRACTOR SHALL REFER TO WATER HEATER DETAIL FOR

ADDITIONAL PIPING AND EQUIPMENT IN THIS AREA.

CONTRACTOR SHALL CONNECT TO EXISTING 1-1/2" CW IN THIS

LOCATION.

PROVIDE 1/2" CW TO SINK AND 1/2" CW TO WATER FILTER SYSTEM.

PROVIDE SHUTOFF VALVE AT EACH 1/2" BRANCH. CONTRACTOR

SHALL PROVIDE PENTAIR 1200 SERIES BELOW SINK AND ROUTE

FILTERED WATER WITHIN CABINETRY FOR CONNECTION TO

COFFEE MAKERS AND ICE MAKER. INSTALL PER MANUFACTURER

RECOMMENDATIONS.

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.

P2.1

PROPOSED FIRST FLOOR PLAN -

PRESSURE

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

3/16" = 1'-0"P2.1

1 PROPOSED FLOOR PLAN PRESSURE

1/2" CW

1/2" CW

1 1/2" CW

1/2" CW

1 1/2" CW

1" CW

1/2" CW

1 1/2" CW 1 1/2" CW

3/4" HW

3/4" HW

3/4" HW3/4" HW

3/4" HW

3/4" HW

3/4" HW

3/4" HW

1 1/2" CW

1/2" CW

3/4" HW

3/4" HW

3/4" HW

3/4" CW

3/4" HW

3/4" HW

3/4" HWR

3/4" CW

3/4" HW

3/4" HWR

EWC

S-3

L-1

U-1

WC1

WC2

L-1

SH

WC1

EWH

RP-1

TMV-1

1/2" CW

3/4" CW

1/2" CW TO

WATER

FILTER

1 1/2" CW

MS

1/2" CW

3/4" HW

2" V

2" V

3" SS

3" SS

3" SS

2" SS

4" SS

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

4" SS

2" SS

3" SS

2" V

2" V

3" SS

4" SS

2" SS

2" V 2" V

4" SS

3" SS

4" SS

2" SS

2" SS

3" SS

2" SS

2" SS

2" SS

3" SS

CONNECT TO EXISTING

2"V OR LARGER VENT

THROUGH ROOF.

WCO

EWC

S-3L-1U-1

WC1

WC2

L-1

SH

WC1

2" SS

HD

MS

2" V

3" SS

3" SS

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.

P3.0

RISER DIAGRAMS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

24-015

P3.0

1 Pressure Riser Diagram

P3.0

2 Gravity Riser Diagram

PLUMBING FIXTURE SCHEDULE

PIPE SIZE (INCH)

MARK FIXTURE ACCESSORIES/NOTES

WASTE VENT C.W. H.W.

DESCRIPTION MAKE AND MODEL

* REFER TO DRAWINGS FOR SPECIFIC VENTING METHOD AND SIZES

WC1

L-1 LAVATORY WALL HUNG -ADA-

ADMIN. BUILDING

1 1/4 2 1/2 1/2 PROVIDE WITH 17 GA. 1-1/4" X 1-1/2" 17 GA P-TRAP WITH WASTE ARM AND WALL ESCUTCHEON, GRID DRAIN WITH 1-1/4" TAIL PIECE, LOOSE-KEY BRASS ANGLE STOPS WITH ANNEALED SUPPLIES, POLISHED CHROME FINISH, MCGUIRE OR EQUAL. PROVIDE PRE-MOLDED INSULATION KITS FOR ALL EXPOSED DRAINAGE AND SUPPLY PIPING AND TRIM BELOW LAV, TRUEBRO OR EQUAL. SEE TP-1

FOR LAVATORIES USED AS TRAP PRIMER SOURCE.

HD-1 2 - -

HUB DRAIN WITH CAST IRON BODY CONTRACTOR SOLUTIONS. COMES STANDARD WITH COMBINATION

INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS.

ZURN Z415I MOUNT ABOVE CABINETRY WITH 2" AIR GAP FROM ICE MAKER.2

LAV - AMERICAN STANDARD 9024021EC.020

FAUCET - SLOAN

ETF-410-PLG-TEE-BN-0.5GPM-MLM-BAA-FCT

CARRIER - ZURN OR EQUAL

20" X 18" VITREOUS CHINA LAVATORY WITH EVERCLEAN INCLUDED AVAILABLE WITH REAR

OVERFLOW OR LESS OVERFLOW RECESSED SELF-DRAINING DECK WITH MINIMAL BACKSPLASH FOR

CONCEALED ARM OR WALL SUPPORT (WALL HANGER INCLUDED) ADA AND TAS COMPLIANT SHOWN

WITH DRAIN GRID

PROVIDE WITH 1-1/4" X 1-1/2" 17 GA P-TRAP WITH WASTE ARM AND WALL ESCUTCHEON, WHEEL

HANDLE BRASS ANGLE STOPS WITH ANNEALED SUPPLIES, POLISHED CHROME FINISH, MCGUIRE

OR EQUAL. PROVIDE WITH FLOOR MOUNTED PLATE TYPE CARRIER, ZURN Z-1225 SERIES OR

EQUAL.

EWC ELECTRIC WATER COOLER-

(ADA)

1 1/4 * 1/2 -ADA COMPLIANT WALL MOUNTED BI-LEVEL COOLER WITH CANE APRON ON UPPER BOWL, 8 GPH, 115V/1PH, TOUCHLESS ACTIVATION BOTTLE FILLER, WATER SENTRY 3000 GALLON CAPACITY

WATER FILTRATION SYSTEM WITH LED VISUAL FILTER MONITOR.

ELKAY LZSTL8WSLP, LKAPREZL

WC2

UR URINAL - WALL

HUNG - ADA

2 * 3/4 - REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.ADA COMPLIANT WHITE VITREOUS CHINA WALL HUNG URINAL, ANTI-MICROBIAL FINISH, 0.125 GPF, WHITE FINISH. PROVIDE WITH MANUALLY OPERATED FLUSH VALVE, POLISHED CHROME FINISH, DUAL-FILTERED BYPASS, 0.125 GPF. PROVIDE WITH FLOOR MOUNTED URINAL CARRIER.

UR: AMERICAN STANDARD 6002001.020

VALVE: SLOAN 111-1.28-CO

CARRIER: ZURN OR EQUAL.

LT LAUNDRY TUB 1

1/2

2 1/2SINK: FIAT FL-1

FAUCET: T & S BRASS B-1141-CR OR

EQUAL BY ZURN.

"MOLDED-STONE FLOOR MOUNTED SERV-A-SINK" SINGLE COMPARTMENT - ONE-PIECE MOLDED

CONSTRUCTION WITH COMPLETE DRAIN ASSEMBLY, 4 LEGS, LEVELERS AND STOPPER. 23"W X 21.5"D X 33.5"H FLOOR MOUNTED. PROVIDE WITH TWO-HANDLE FAUCET 5-3/4" SWIVEL GOOSENECK, 4"

CENTERS, CERAMIC CARTRIDGES, CHROME PLATED BRASS.

DRAIN ASSEMBLY 1-1/2 INCH O.D. TAILPIECE AND P-TRAP, CHROME PLATED BRASS SUPPLY STOPS

WITH BRAIDED STAINLESS STEEL FLEXIBLE RISERS AND ESCUTCHEONS.

1/2

S-3 SINK - ADA -

UNDERMOUNT - STAFF

LOUNGE

1 1/2 2 1/2 1/2TYPE 304 STAINLESS STEEL, 18 GA., SINGLE BOWL UNDERMOUNT SINK, PROVIDE FAUCET WITH PULL-DOWN SPRAY WITH SINGLE LEVER HANDLE, BASE PLATE, STAINLESS STEEL FINISH, 0.5

GPM VANDAL-RESISTANT AERATOR.

SINK: AMERICAN STANDARD

18SB.9301800T.075

FAUCET: MOEN 7402EWSRS

PROVIDE WITH 3-1/2" STAINLESS STEEL DRAIN WITH CRUMB CUP, 1-1/2" X 1-1/2" 17 GA P-TRAP WITH

WASTE ARM AND WALL ESCUTCHEON, LOOSE-KEY BRASS ANGLE STOPS WITH ANNEALED

SUPPLIES, POLISHED CHROME FINISH, MCGUIRE OR EQUAL. COORDINATE FAUCET MOUNTING HOLE.

HUB DRAIN

ELECTRIC WATER HEATER SCHEDULE

NOTES

DIMENSIONS

ELEMENT CAPACITY

STORAGE

TEMP RISE

MODEL NUMBER

MANUFACTURER

MARK

RECOVERY

ENERGY FACTOR

SERVICE

ELECTRICAL

EWH

AO SMITH

RESTROOMS

HNT-40

49.1

6.0

208/1

61-1/4"x18"

GPH

°F

GALLONS

KW

V / PH

NOTES / ACCESSORIES:

1. REFER TO WATER HEATER DETAIL FOR ADDITIONAL EQUIPMENT AND

ACCESSORIES FOR THIS SYSTEM.

IN.

EXT-1

AMTROL

ST-80V-C

40.5"

1"

24"

670.5

EXPANSION TANK SCHEDULE

IN.

PSI

IN.

LBSOPER. WEIGHT

SYS. CONNECTION

DIAMETER

HEIGHT

MAX. OPER. PRESS.

MODEL NUMBER

MANUFACTURER

MARK

53GAL.TANK VOL.

IN.

TMV-1

MIXING VALVE SCHEDULE

GPM

GPM

PSI

IN.VALVE MIXED OUTLET SIZE

VALVE CW/HW INLET SIZES

MAX. PRESSURE DROP

EST. DEMAND FLOW

MIN. FLOW

MODEL NUMBER

MANUFACTURER

MARK

-TYPE

NOTES / ACCESSORIES:

1. THERMOSTAT ON MIXED WATER SIDE

2. THERMOSTAT ON HOT WATER SIDE

3. SHUT OFF VALVES ON EACH WATER LINE AT VALVE

4. CONTRACTOR SHALL INSTALL PIPE INCREASE TO ACCOMMODATE VALVE

CONNECTIONS.

°FINCOMING HW TEMP

IN.VALVE HWR INLET SIZE

°FOUTGOING MIXED HW TEMP

ALL-NOTES / ACCESSORIES

HOT WATER CIRC PUMP SCHEDULE

RPM

FT

V / PH

-CONTROL

ELECTRICAL

SPEED

PUMP HEAD @ GPM

MODEL NUMBER

MANUFACTURER

MARK

-PUMP GPM

RP-1

NOTES / ACCESSORIES

NOTES / ACCESSORIES:

HPHORSEPOWER

1. DISCONNECT

2. PROVIDE AUTOMATIC TIME SWITCH TO SHUT OFF RECIRCULATING SYSTEM

DURING UNOCCUPIED HOURS.

3. PROVIDE AQUASTAT, IF TEMPERATURE OF RECIRCULATED WATER DROPS TO 109° PUMP TO

ENGAGE AND RUN UNTIL TEMPERATURE OF WATER RETURNS TO 115° AT WHICH PUMP IS TO

DISENGAGE.

4. PROVIDE DISCONNECT GFCI SWITCH

115/1

10.0

1,2,3,4

1/6

AQUASTAT

TACO

0013SF

LEONARD

.5

1/2"

1/2"

1/2"

THERMOSTATIC

210-LF

WATER CLOSET 3 * 1 - PLASTIC SEAT LESS COVER, BOLT CAPSVITREOUS CHINA, FLUSH VALVE, FLOOR MOUNTED, WHITE ELONGATED BOWL, 1.2 GPF

WATER CLOSET (ADA) 3 * 1 -VITREOUS CHINA, FLUSH VALVE, FLOOR MOUNTED, WHITE ELONGATED BOWL, 1.2 GPF PLASTIC SEAT WITH COVER, BOLT CAPS, TRIP LEVER ON WIDE SIDE OF TOILET

CHINA: AMERICAN STANDARD 2257101.020

VALVE: SLOAN 111-1.28

CHINA: AMERICAN STANDARD 2257101.020

VALVE: SLOAN 111-1.28

* COORDINATE ALL FINAL SELECTIONS/OPTIONS/ACCESSORIES WITH COUNTY FACILITIES PREFERRED EQUIPMENT GUIDE

MS 3 - -

MOP SERVICE BASINS ARE ONE-PIECE MOLDED FROM HIGH IMPACT RESISTANT STRUCTURAL FIBERGLASS (24″ X 24″ X 10″) ELEVATED, SELF-DRAINING SHELF AND REMOVABLE STRAINER INTEGRAL, MOLDED-IN DRAIN FOR CONNECTION TO 3” ABS, PVC (SCH. 80) OR IRON PIPE AVAILABLE DRAIN SEALS FOR CONNECTION TO 2”

PIPE OR 3” SOIL PIPE.

E.L. MUSTEE 63M PROVIDE ALL POSSIBLE MANUFACTURER OPTIONS INCLUDING SERVICE FAUCET, HOSE AND HOSE

HOLDER, MOP HANGER, BUMPER GUARDS, AND WALL GUARDS.

2MOP SINK

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.

P4.0

SCHEDULES

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

PERMIT

ASME T&P

RELIEF VALVE

1" PAN DRAIN TO FLOOR

DRAIN OR OTHER

APPROVED INDIRECT

WASTE DRAIN

2" X 2" X 1/4" GALVANIZED

ANGLE IRON FRAME WITH

3/4"PLYWOOD DECKING

1/2" CADMIUM PLATED ALL THREAD

ROD WITH BODY WASHERS, LOCK

WASHERS AND DOUBLE NUTS

(TYP.4)

DRAIN VALVE

2" HIGH

GALVANIZED STEEL

DRAIN PAN

SECURE SUPPORT TO WALL

TO PREVENT SWAYING

REFER TO ELECTRIC WATER HEATER WITH MIXING VALVE DETAIL FOR ADDITIONAL PIPING.

PROVIDE PROTECTIVE

CORNER GUARDS

ASME T&P

RELIEF VALVE

1" PAN DRAIN TO FLOOR

DRAIN OR OTHER

APPROVED INDIRECT

WASTE DRAIN

2" X 2" X 1/4" GALVANIZED

ANGLE IRON FRAME WITH

3/4"PLYWOOD DECKING

1/2" CADMIUM PLATED ALL THREAD

ROD WITH BODY WASHERS, LOCK

WASHERS AND DOUBLE NUTS

(TYP.4)

DRAIN VALVE

2" HIGH

GALVANIZED STEEL

DRAIN PAN

SECURE SUPPORT TO WALL

TO PREVENT SWAYING

REFER TO ELECTRIC WATER HEATER WITH MIXING VALVE DETAIL FOR ADDITIONAL PIPING.

PROVIDE PROTECTIVE

CORNER GUARDS

ASME T&P

RELIEF VALVE

1" PAN DRAIN TO FLOOR

DRAIN OR OTHER

APPROVED INDIRECT

WASTE DRAIN

2" X 2" X 1/4" GALVANIZED

ANGLE IRON FRAME WITH

3/4"PLYWOOD DECKING

1/2" CADMIUM PLATED ALL THREAD

ROD WITH BODY WASHERS, LOCK

WASHERS AND DOUBLE NUTS

(TYP.4)

DRAIN VALVE

2" HIGH

GALVANIZED STEEL

DRAIN PAN

SECURE SUPPORT TO WALL

TO PREVENT SWAYING

REFER TO ELECTRIC WATER HEATER WITH MIXING VALVE DETAIL FOR ADDITIONAL PIPING.

PROVIDE PROTECTIVE

CORNER GUARDS

FINISHED FLOOR OR PAVED AREA

PROVIDE 18"X18"X6" CONCRETE PAD

WHEN FINISHING AT EXTERIOR OF

BUILDING.

SEWER

C.I. CLEANOUT

FERRULE & PLUG

CLEANOUT ACCESS COVER (FCO)

CLEANOUT WITH ADJUSTABLE COLLAR

ADJUSTABLE COLLAR

SECURED RIM &

SCORIATED COVER

FINISHED

FLOOR

INSIDE CAULK

CONNECTION

SHOWN WITH

JOINT GASKET

GASKET

CLEANOUT

PLUG

BALANCE OF PIPING

SAME AS CLEANOUT

TO GRADE

PLUGGED TEE

W/CLEANOUT

MAY EXTEND AS A

WASTE OR VENT

FLOOR LINE

CLEAN-OUT

ACCESS DOOR

W/KEY LOCK

WALL

ADA VALVE

ADA SLIDE BAR FOR SHOWER

OPTION. VERIFY FIXTURE

SELECTION W/ARCH.

PERMISSIBLE WINDOW OF

CONTROL VALVE INSTALLATION

(ADJACENT TO SEAT)2-WAY

DIVERTER

HAND-SPRAY SHOWER

W/ 60" MINIMUM LENGTH

HOSE. SPRAY SHOWER

HEAD TO BE OPERABLE

WITHIN 48" OF FLOOR.

M

IN

M A

X

NOTE:

1. REFER TO ARCHITECTURAL SHEETS FOR

INSTALLATION AND CONFIGURATION OF ADA

REQUIRED GRAB BARS AND OTHER ACCESSORIES.

2. REFER TO APPROPRIATE STANDARD/CODES FOR

COMPLETE DOCUMENTATION OF ACCESSIBLE

REQUIREMENTS.

SIDE WALL

27" MAX

ADA VALVE

ADA SLIDE BAR FOR SHOWER

OPTION. VERIFY FIXTURE

SELECTION W/ARCH.

PERMISSIBLE WINDOW OF

CONTROL VALVE INSTALLATION

(OPPOSITE SEAT)2-WAY

DIVERTER

HAND-SPRAY SHOWER

W/ 60" MINIMUM LENGTH

HOSE. SPRAY SHOWER

HEAD TO BE OPERABLE

WITHIN 48" OF FLOOR.

M

IN

M A

X

BACK WALL

15" MAX

DRAIN VALVE

3/4" COPPER PIPE

TO DRAIN PAN

ASME TEMPERATURE

& PRESSURE RELIEF

VALVE

AMTROL THERMAL

EXPANSION TANK SEE SCHED.

1"COLD WATER SUPPLY

WATER

HEATER

2" HIGH GALVANIZED STEEL DRAIN

PAN 4" LARGER THAN HEATER

1" DRAIN TO FLOOR SINK w/ AIR GAP

REFER TO DETAIL NUMBER 1 THIS

SHEET FOR MOUNTING.

THERMOSTATIC

MIXING VALVE (TMV-1).

SEE SCHEDULE.

TEMPERATURE

GAUGE

1" 110° TEMPERED WATER SUPPLY110°

VACUUM RELIEF

VALVE

140°F HOT WATER

OUTLET

UNION, TYP.

TEMPERATURE GAUGE

STRAINER

UNION, TYP.

BALANCING VALVE, FIELD ADJUST PER MIXING VALVE MANUFACTURER'S

REQUIREMENTS

AQUASTAT FOR PUMP

CONTROL

WALL MOUNTED TIMER FOR

OFF-HOUR PUMP CONTROL.

3/4" HWC(110°)

1"

3/4"

3/4"

3/4"

/4

/4

1"

1"

1"

CBV

RP-1

CALIBRATED

BALANCING

VALVE SET AT -

GPM

BALL VALVE,

TYP.

PIPE HANGER SCHEDULE

TYPE OF PIPE SIZE OF PIPE HANGER SPACING

STEEL THREADED PIPIE

3/4" SIZE & SMALLER 10 FT. INTERVALS

1" SIZE & LARGER 12 FT. INTERVALS

10 FT. INTERVALS

6 FT. INTERVALS

1-1/2" SIZE & LARGER

1-1/4" SIZE & SMALLER

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

INSULATION PROTECTIVE

SHEET METAL SHIELD

PIPE

INSULATION

CLEVIS HANGER

WASHER (TOP & BOTTOM)

NUT (TOP & BOTTOM)

HARD INSERT TO PREVENT

CRUSHING OF INSULATION

ALL THREAD ROD

NOTE: INSTALL HANGER ON OUTSIDE OF

INSULATION. DO NOT INSULATE OVER

HANGER.

NOTE:

FOR INTERIOR WALLS AND BELOW

GRADE GROUND TO GROUND WALLS.

ESCUTCHEON PLATE ON

ONE OR BOTH SIDES WHERE

PIPING IS EXPOSED.

FIRE RESISTANT

SILICONE FOAM

SEALER

PIPE SLEEVE

POURED CONCRETE

OR C.M.U. WALL.

ANCHOR LUGS (MIN. 3 REQ'D)

PIPE INSULATION

(WHERE REQ'D)

PIPE

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.…