AB24115 Bradford County Courthouse P DSS.pdf

ABV CLG ABOVE FINISHED CEILING

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

AV ACID VENT

AW ACID WASTE

BFP BACKFLOW PREVENTER

BTU BRITISH THERMAL UNITS

BTUH BTU PER HOUR

B BOILER

CA COMPRESSED AIR

CB CATCH BASIN

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

CPVC CHLORINATED PVC

CTG CLEANOUT TO GRADE

CWV COMBINATION WASTE VENT

D INDIRECT DRAIN

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DHR DOMESTIC HOT WATER RETURN

DI DEIONIZED

DIA,∅ DIAMETER

DM DEMINERALIZED

EA EACH

ELEV ELEVATION

EWC ELECTRIC WATER COOLER

EX EXISTING TO REMAIN

°F DEGREES FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FH FUME HOOD

FT FEET

FT WG FEET OF WATER, GAUGE

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIBB

HP HORSEPOWER

HPW HIGH PURITY WATER

HR HOUR

HW HEADWALL

ID INSIDE DIAMETER

IN INCHES

IN. WG INCHES OF WATER, GAUGE

INV INVERT

KW KILOWATTS

KWH KILOWATT HOUR

LAV, L LAVATORY

LA LABORATORY AIR

LV LABORATORY VENT

LW LABORATORY WASTE

LVAC LABORATORY VACUUM

MAX MAXIMUM

MBH THOUSANDS OF BTU'S

MCF THOUSANDS OF CUBIC FEET

MH MANHOLE

MIN MINUTE; MINIMUM

MR MOP RECEPTOR

MV MEDICAL VACUUM

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN, NUMBER

NTS NOT TO SCALE

02 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

P PUMP

PH,∅ PHASE

PRESS PRESSURE

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

RD ROOF DRAIN

RL RAIN LEADER

RP RECIRCULATION PUMP

RPBFP REDUCED PRESSURE BACKFLOW PREVENTER

RPM REVOLUTIONS PER MINUTE

RW RAINWATER

SAN SANITARY

SF SQUARE FEET

SIM SIMILAR

SK SINK

SPEC SPECIFICATION

SS SANITARY SEWER, STAINLESS STEEL

SSD SITE STORM DRAIN

STD STANDARD

ST STORM

STL STEEL

SW SOFT WATER

TEMP TEMPERATURE

TP TRAP PRIMER

TS TEMPERED WATER

TYP TYPICAL

UG UNDERGROUND

UR URINAL

V VENT

VFD VARIABLE FREQUENCY DRIVE

VFM VENTURI FLOW METER

VIYB VALVE-IN-YARD-BOX

VLV VALVE

VTR VENT THRU ROOF

W WASTE OR SOIL

WC WATER CLOSET

WCO WALL CLEANOUT

WH WALL HYDRANT

WHA'X' WATER HAMMER ARRESTOR, 'X' - PDI SIZE

X EXISTING TO BE REMOVED

ABBREVIATIONSPLUMBING LEGEND

DCW

DHW

DHR

SAN

NEW WORK EXISTING DEMOLITION

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

SANITARY

V VENT

DCW

DHW

DHR

SAN

V

DCW

DHW

DHR

SAN

V

DRAIN (DWV) ELBOW

DRAIN (DWV) LONG SWEEP ELBOW

DRAIN (DWV) CAP

DRAIN (DWV) DOUBLE TEE

DRAIN (DWV) LONG SWEEP DOUBLE TEE

DRAIN (DWV) TEE

DRAIN (DWV) TEE WITH 8TH BEND

DRAIN (DWV) TEE WITH 8TH DOUBLE BEND

DRAIN (DWV) P-TRAP

NON-THREADED ELBOW

NON-THREADED TEE

NON-THREADED CROSS

NON-THREADED TRANSITION

NON-THREADED COUPLING/CAP

THREADED ELBOW

THREADED TEE

THREADED CROSS

THREADED TRANSITION

THREADED CAP

DRAIN (DWV) TRANSITION

PIPE FITTINGS

BALL VALVE

BALANCING VALVE

CHECK VALVE

GATE VALVE

BACKFLOW PREVENTER

FLOOR DRAIN

CLOSET FLANGE

PIPE VALVES

PLUMBING FIXTURES

CONNECT TO EXISTING

ANNOTATIONS

PIPE LEGEND

GENERAL

1. THE WORK COVERED BY THIS DIVISION CONSISTS OF PROVIDING ALL LABOR, EQUIPMENT AND MATERIALS AND

PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF THE MECHANICAL WORK AS HEREIN CALLED

FOR AND SHOWN ON THE DRAWINGS.

CODES

1. ALL WORK UNDER DIVISION 22 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CODES LISTED HEREIN. THE DESIGN

HAS BEEN BASED ON THE REQUIREMENTS OF THESE CODES; AND WHILE IT IS NOT THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT ALL WORK CALLED FOR COMPLIES WITH THESE CODES, HE SHALL BE RESPONSIBLE FOR CALLING TO THE ARCHITECT/ENGINEER'S ATTENTION ANY DRAWINGS OR SPECIFICATIONS THAT ARE NOT IN CONFORMANCE WITH THESE OR OTHER CODES PRIOR TO ORDERING EQUIPMENT OR INSTALLING WORK.

2. COMPLY WITH REGULATIONS AND CODES OF UTILITY SUPPLIERS.

3. WHERE NO SPECIFIC METHOD OR FORM OF CONSTRUCTION IS CALLED FOR IN THE CONTRACT DOCUMENTS, THE

CONTRACTOR SHALL COMPLY WITH CODE REQUIREMENTS WHEN CARRYING OUT SUCH WORK.

4. WHERE CODE CONFLICT EXISTS, GENERALLY THE MOST RESTRICTIVE REQUIREMENT APPLIES. COMPLY WITH CURRENT

CODE EDITION, UNLESS NOTED.

5. ADDITIONAL CODES OR STANDARDS APPLYING TO A SPECIFIC PART OF THE WORK MAY BE INCLUDED IN THAT SECTION.

6. THE FOLLOWING CODES GOVERN THE WORK:

A. FLORIDA BUILDING CODE - BUILDING - EIGHTH EDITION (2023).

B. FLORIDA BUILDING CODE - PLUMBING - EIGHTH EDITION (2023).

C. FLORIDA BUILDING CODE - MECHANICAL - EIGHTH EDITION (2023).

D. FLORIDA BUILDING CODE - FUEL GAS - EIGHTH EDITION (2023).

E. FLORIDA BUILDING CODE - TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES - EIGHTH EDITION (2023).

F. FLORIDA FIRE PREVENTION CODE - EIGHTH EDITION (2023).

a. FIRE CODE (NFPA 1) - 2021 FLORIDA EDITION

b. LIFE SAFETY CODE (NFPA 101) - 2021 FLORIDA EDITION

G. NATIONAL ELECTRIC CODE (NFPA 70) - 2020.

H. STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS (NFPA 90A).

a. 2015 IN ACCORDANCE WITH FBC - MECHANICAL - EIGHTH EDITION (2023)

b. 2021 IN ACCORDANCE WITH FAC 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND

OTHER STANDARDS ADOPTED.

I. INSTALLATION OF SPRINKLER SYSTEMS (NFPA 13) - 2019.

STANDARDS

1. ALL DIVISION 22 MATERIALS, INSTALLATION AND SYSTEMS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING

STANDARDS, INCLUDING THE LATEST ADDENDA AND AMENDMENTS, TO THE EXTENT REFERENCED:

A. UNDERWRITERS' LABORATORIES (UL)

B. AMERICAN NATIONAL STANDARDS INSTITUTION (ANSI)

C. AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)

D. NATIONAL FIRE PROTECTION (NFPA)

E. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

F. AIR CONDITIONING AND REFRIGERATION INSTITUTE (ARI)

G. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA)

H. AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE)

I. AIR MOVEMENT AND CONTROL ASSOCIATION (AMCA)

J. STANDARDS OF THE HYDRONIC INSTITUTE (IBR)

DIVISION 22 CODES & STANDARDS

DESIGN NARRATIVE

THE PLUMBING SCOPE OF THIS PROJECT IS PRIMARILY THE REPLACEMENT OF FIXTURES IN EXISTING LOCATIONS. A FEW TOILETS AND SINKS ON THE GROUND FLOOR ARE BEING RELOCATED SLIGHTLY TO ACCOMODATE A NEW FLOORPLAN. THE TOTAL QUANTITY OF FIXTURES IS REMAINING THE SAME OR LESS THAN THE ORIGINAL BUILDING CONSTRUCTION, AND NO NEW DISTRIBUTION PIPING IS BEING PROVIDED OTHER THAN TO HIT NEW DROPS FOR RELOCATED FIXTURES.

GENERAL NOTES

1. THE CONTRACTOR SHALL COORDINATE WITH EXISTING CONDITIONS. ANY CONFLICT WITH EXISTING STRUCTURAL

COMPONENTS NOT INCLUDED IN THE REVIT MODEL SHALL BE ADDRESSED BY THE ARCHITECT.

2. THE WATER CLOSET AND SHOWER DRAIN LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS.

FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.

3. ALL COPPER PIPING LOCATED IN THE WALL SPACES MUST HAVE A PROTECTED BARRIER TO AVOID DAMAGE TO THE

COPPER PIPING.

4. ALL PIPING (INCLUDING A FINISHED INULATED PIPING) SHALL HAVE AT LEAST ONE INCH SPACE BETWEEN THEM WHEN

INSTALLED IN PARALLEL RUNS.

5. PLUMBING CONTRACTOR SHALL VISIT BUILDING TO ACQUAINT HIMSELF WITH ANY CONDITIONS WHICH MAY AFFECT THE

EXECUTION AND INSTALLATION OF ALL OF NEW WORK AND VERIFY ALL EXISTING SIZES AND LOCATIONS PRIOR TO THE START OF ANY WORK. ANY DESCREPANCIES AT THIS TIME SHALL BE COORDINATED BY THE ARCHITECT.

6. CONTRACTOR SHALL PATCH ALL WALL AND FLOOR OPENINGS TO MATCH EXISTING FOR ALL REPLACED PLUMBNG

FIXTURES, PIPING, ETC.

7. ALL CONDITIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO THE REMOVAL OF PIPING. CONTRACTOR SHALL VERIFY THE SOURCE OF EACH SYSTEM. ALL ACTIVE PIPES SHALL REMAIN ACTIVE. CONTRACTOR SHALL RELOCATE PIPING IF

NECESSARY TO FACILITATE NEW WORK.

8. PLUMBING CONTRACTOR SHALL SEQUENCE ALL WORK TO MAINTAIN ALL EXISTING SYSTEMS IN OPERATION WITH THE MINIMUM DOWN TIME DURING PERIODS OF FINAL CONNECTION AND CHANGEOVER WITH THE EXISTING SYSTEM.

9. PROVIDE ALL NEW FLOOR OPENINGS IN EXISTING FLOOR SLABS AS REQUIRED FOR THE NEW INSTALLATION. VERIFY IN

FIELD AS TO LOCATION AND COORDINATE WITH EXISTING STRUCTURAL CONDITIONS.

10. PLUMBING CONTRACTOR SHALL COORDINATE NEW WORK WITH EXISTING CONDITIONS AND WITH OTHER TRADES.

11. PRIOR TO SHUTTING OFF ANY WATER PIPES, COORDINATE WITH OWNER.

12. ALL PIPING PASSING THROUGH MASONRY WALLS SHALL HAVE A SLEEVE - SEE SPECIFICATIONS.

13. ALL PIPING PASSING THROUGH FIRE-RATED WALLS OR FLOORS SHALL HAVE A FIRE-RATED SLEEVE - SEE

SPECIFICATIONS.

PIPE HANGER

(SEE SPECIFICATIONS) PIPE HANGER

(SEE SPECIFICATIONS)

CORNERS ARE

CLIPPED

PIPE SADDLE HAS FLARED

EDGES NOTCHED TO FIT

PIPE HANGER

PROVIDE INSULATION INSERTS

OR PIPE SADDLE TO PROTECT

INSULATION.

FLARED END

FLARED EDGES

PIPE SADDLE

(TYPICAL)

ALL INSULATION PASSES THRU

HANGER UNBROKEN

LENGTH = TWICE

INSULATION OD

PROVIDE INSULATION

INSERTS OR PIPE

SADDLE.

SIZES UP TO 3"

WATER

HAMMER

ARRESTORMAIN (HOT OR COLD)

BRANCH

PIPE RUNOUT TO

FIXTURE (TYP)

PIPE RUNOUT TO

LAST FIXTURE

SIZE AND PLACE WATER HAMMER ARRESTORS IN ACCORDANCE WITH

PDI-WH201 DOCUMENT AND ALL APPLICABLE CODES AND STANDARDS.

REFER TO TABLE IV IN PDI-WH201 FOR FIXTURE UNIT VALUES. WATER

HAMMER ARRESTOR SCHEDULE BELOW IS COMPILED USING TABLE V

IN PDI-WH201 AND IS HERE FOR REFERENCE ONLY. CONTRACTOR

SHALL VERIFY ALL VALUES PRIOR TO BID. ACCEPTABLE

MANUFACTURERS: ZURN, JOSAM, JAY R. SMITH.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:29 PM

PLUMBING LEGEND,

ABBREVIATIONS, CODES AND

STANDARDS

100% CONSTRUCTION

DOCUMENTS

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

NOT TO SCALE

1 PIPE HANGER DETAIL

NOT TO SCALE

2 WATER HAMMER ARRESTOR DIAGRAM

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

jklubertanz G:\PE Stamps\Orders\2024\142206 Various\142206 Klubertanz FL-Eng Final Model (1)

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:30 PM

PLUMBING FIXTURE CUTSHEETS

100% CONSTRUCTION

DOCUMENTS

AA JK

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REVISIONS

NO: DATE: REF: BY:

L-1 UR-1 WC-1

L-1 FAUCET UR-1 FLUSH VALVE WC-1 FLUSH VALVE

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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PROJECT NUMBER:

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ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:31 PM

PLUMBING SPECIFICATIONS

100% CONSTRUCTION

DOCUMENTS

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REVISIONS

NO: DATE: REF: BY:

1. GENERAL PLUMBING

A. DEFINITIONS

a. PROVIDE: SUPPLY, ERECT, INSTALL AND CONNECT IN READINESS FOR REGULAR OPERATION, THE PARTICULAR WORK REFERRED TO, UNLESS OTHERWISE SPECIFIED.

b. FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR SUBSEQUENT INSTALLATION BY OWNER.

c. INSTALL: EQUIPMEMT SUPPLIED BY OWNER AND SHALL INCLUDE UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TEST COMPLETE READY FOR

INTENDED USE, AND SIMILAR REQUIREMENTS.

B. THE WORK COVERED BY THESE SPECIFICATIONS CONSISTS OF PROVIDING ALL LABOR, EQUIPMENT AND MATERIALS AND PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF THE MECHANICAL WORK AS HEREIN CALLED FOR AND SHOWN ON THE

DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS.

C. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL DATA INDICATED ON THE DRAWINGS AND/OR PROVIDED BY THE OWNER. SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, ERRORS, OR OMISSIONS IN THE DATA, THEY SHALL IMMEDIATELY NOTIFY THE ENGINEER. COMMENCEMENT OF WORK BY THE CONTRACTOR SHALL BE HELD AS AN ACCEPTANCE OF THE DATA BY THEM AFTER WHICH TIME THE CONTRACTOR HAS NO CLAIM AGAINST THE OWNER RESULTING FROM

ALLEGED ERRORS, OMISSIONS, OR INACCURACIES OF THE SAID DATA.

D. MATERIALS DELIVERED TO THE SITE SHALL BE INSPECTED FOR DAMAGE, UNLOADED, AND STORED WITH A MINIMUM OF HANDLING. ALL MATERIAL SHALL BE STORED TO PROVIDE PROTECTION FROM THE WEATHER AND ACCIDENTAL DAMAGE.

E. INSTALL WORK AS REQUIRED TO FIT STRUCTURE, AVOID OBSTRUCTIONS, AND RETAIN CLEARANCE, HEADROOM, OPENINGS AND PASSAGEWAYS. CUT NO STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL FROM ENGINEER AND/OR ARCHITECT.

F. CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL HOLES, CHASES, SLEEVES, AND OTHER OPENINGS REQUIRED FOR INSTALLATION OF EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION. UTILIZE EXPERIENCED TRADES FOR CUTTING AND PATCHING. OBTAIN PERMISSION FROM ARCHITECT/ENGINEER BEFORE CUTTING ANY STRUCTURAL ITEMS.

G. PROVIDE PIPE SLEEVES WHERE PIPING PASSES THROUGH SLAB. SECURE SLEEVES IN PROPER POSITION AND LOCATION DURING CONSTRUCTION. PROVIDE SLEEVES OF SUFFICIENT LENGTH TO PASS THROUGH ENTIRE THICKNESS OF THE SLAB. PROVIDE NO LESS THAN 1/4-INCH SPACE BETWEEN EXTERIOR OF PIPING OR PIPE INSULATION AND INTERIOR OR SLEEVE. FIRMLY PACK SPACE WITH INSULATION AND CAULK AT BOTH ENDS OF THE SLEEVE WITH PLASTIC WATERPROOF CEMENT WITH WILL DRY TO A FIRM BUT PLIABLE

MASS OR PROVIDE A SEGMENTED ELASTOMERIC SEAL.

H. EXTEND SLEEVES IN FLOOR SLABS 3" ABOVE FINISHED FLOOR, AS REQUIRED. CONTRACTOR TO ENSURE SLEEVES ARE INSTALLED PER

STRUCTURAL REQUIREMENTS.

I. CONTRACTOR SHALL PROVIDE ALL THE LABOR AND MATERIALS TO PERFORM THE DRAINAGE/VENT SYSTEM TESTS. THE PLUMBING OFFICIAL SHALL BE GIVEN AT LEAST 10 DAYS OF NOTICE TO SCHEDULE OBSERVATION OF THESE TESTS.

J. PER FBC, ALL FLOOR DRAINS SHALL INCLUDE A POTABLE WATER-SUPPLIED TRAP SEAL PRIMER VALVE WITH SUPPLY WATER TO THE TRAP. WATER SUPPLIED TRAP SEAL PRIMER VALVES SHALL CONFORM TO ASSE 1018. THE DISCHARGE PIPE FROM THE TRAP SEAL PRIMER VALVE SHALL CONNECT TO THE TRAP ABOVE THE TRAP SEAL ON THE INLET SIDE OF THE TRAP. AS REQUIRED, PROVIDE AS

NEEDED WITH UNDERGROUND PACKAGE.

K. CONTRACTOR TO PROVIDE CLEANOUT AS REQUIRED PER FBC PLUMBING - 708. NUMBER CLEANOUTS SHOWN ON PLANS MAY NOT BE THE

FINAL QUANTITY. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO SLAB POUR.

L. AS-BUILTS: PROVIDE A MARKED-UP SET OF DRAWINGS FOR AS-BUILTS.

M. SUBMIT TEST REPORTS, CERTIFICATIONS, AND VERIFICATION LETTERS AS CALLED FOR IN OTHER SECTIONS. THE CONTRACTOR SHALL

COORDINATE THE REQUIRED TESTING AND DOCUMENTATION OF SYSTEM PERFORMANCE SUCH THAT SUFFICIENT TIME EXISTS TO PREPARE THE REPORTS, SUBMIT THE REPORTS, REVIEW THE REPORTS, AND TAKE CORRECTIVE ACTION WITHIN THE SCHEDULED

CONTRACT TIME.

N. ALL EQUIPMENT MODELS LISTED IN THIS DOCUMENT ARE BASIS OF DESIGN. ALTERNATES THAT MEET OR EXCEED DESIGN INTENT AS

INDICATED SHALL BE CONSIDERED. PRIOR APPROVAL PROCESS WILL BE REQUIRED.

2. BASIC MATERIAL & METHODS

A. EQUIPMENT SHALL BE NEW AND THE MOST SUITABLE GRADE FOR THE PURPOSE INTENDED. EQUIPMENT FURNISHED UNDER THIS

SECTION SHALL BE THE PRODUCT OF A MANUFACTURER REGULARLY ENGAGED IN THE MANUFACTURE OF SUCH ITEMS FOR A PERIOD OF THREE YEARS. WHERE PRACTICAL, ALL THE COMPONENTS SHALL BE PRODUCTS OF A SINGLE MANUFACTURER IN ORDER TO PROVIDE PROPER COORDINATION AND RESPONSIBILITY. WHERE REQUIRED, CONTRACTOR SHALL FURNISH PROOF OF INSTALLATION OF SIMILAR

UNITS OR EQUIPMENT.

B. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND COMPLETED IN A FIRST-CLASS WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE BEST MODERN METHODS AND PRACTICE. ANY MATERIALS INSTALLED WHICH DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND/OR WORKMANLIKE APPEARANCE, OR DO NOT ALLOW ADEQUATE SPACE FOR MAINTENANCE, SHALL BE REMOVED AND

REPLACED WHEN SO DIRECTED BY THE ARCHITECT/ENGINEER.

C. THE LABEL OF THE APPROVING AGENCY, SUCH AS UL, IBR, ASME, ARI, AMCA, BY WHICH A STANDARD HAS BEEN ESTABLISHED FOR THE

PARTICULAR ITEM SHALL BE IN FULL VIEW.

D. MATERIALS AND EQUIPMENT ARE SPECIFIED HEREIN BY A SINGLE OR BY MULTIPLE MANUFACTURERS TO INDICATE QUALITY, MATERIAL AND TYPE OF CONSTRUCTION DESIRED. MANUFACTURER'S PRODUCTS SHOWN ON THE DRAWINGS HAVE BEEN USED AS A BASIS FOR DESIGN; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THAT ALTERNATE MANUFACTURER'S PRODUCTS MEET DETAILED SPECIFICATIONS AND THAT SIZE AND ARRANGEMENT OF EQUIPMENT ARE SUITABLE FOR INSTALLATION.

3. PIPE AND PIPE FITTINGS

A. GENERAL - PROVIDE PIPE AND TUBE OF TYPE, JOINT TYPE, GRADE, SIZE AND WEIGHT (WALL THICKNESS OR CLASS) INDICATED FOR EACH

SERVICE. WHERE TYPE, GRADE OR CLASS IS NOT INDICATED, PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER FOR INSTALLATION REQUIREMENTS, AND COMPLY WITH GOVERNING REGULATIONS AND INDUSTRY STANDARDS. ALL PIPING PROVIDED FOR A PARTICULAR SYSTEM SHALL BE BY THE SAME MANUFACTURER. PROVIDE FACTORY-FABRICATED FITTINGS OF TYPE, MATERIALS, GRADE, CLASS AND PRESSURE RATING INDICATED FOR EACH SERVICE AND PIPE SIZE. PROVIDE SIZES AND TYPES MATCHING PIPE, TUBE, VALVE OR EQUIPMENT CONNECTION IN EACH CASE. WHERE NOT OTHERWISE INDICATED, COMPLY WITH GOVERNING REGULATIONS AND INDUSTRY STANDARDS FOR SELECTIONS, AND WITH PIPE MANUFACTURER'S RECOMMENDATIONS WHERE APPLICABLE.

B. SUBMITTALS - CONTRACTOR TO SUBMIT MATERIAL DATA SHEETS DESCRIBING THE PIPE AND FITTINGS TO BE USED FOR THE PROJECT.

C. EXECUTION - INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH WILL ACHIEVE

PERMANENTLY-LEAKPROOF PIPING SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE. INSTALL EACH RUN WITH MINIMUM JOINTS AND COUPLINGS, BUT WITH ADEQUATE AND ACCESSIBLE UNIONS FOR DISASSEMBLY AND MAINTENANCE OR REPLACEMENT OF VALVES AND EQUIPMENT. REDUCE SIZES (WHERE INDICATED) BY USE OF REDUCING FITTINGS, NOT BUSHINGS. ALIGN PIPING ACCURATELY AT CONNECTIONS, WITHIN 1/16-INCH MISALIGNMENT TOLERANCE.

4. COORDINATION

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL COORDINATION OF THE PLUMBING SYSTEMS WITH SHOP DRAWINGS OF THE

BUILDING CONSTRUCTION SO THE PROPER OPENINGS AND SLEEVES OR SUPPORTS ARE PROVIDED FOR PIPING OR OTHER EQUIPMENT

PASSING THROUGH SLABS OR WALLS.

B. ANY ADDITIONAL STEEL SUPPORTS REQUIRED FOR THE INSTALLATION OF ANY PLUMBING EQUIPMENT OR PIPING, SHALL BE FURNISHED

AND INSTALLED UNDER THIS SECTION WITH REQUIRED ADDITIONAL SUPPORTS.

C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL EQUIPMENT SUCH AS VALVES, PIPING, FIXTURES AND SUCH OTHER APPARATUS OR EQUIPMENT THAT MAY REQUIRE MAINTENANCE AND OPERATION ARE MADE EASILY ACCESSIBLE, REGARDLESS OF THE

DIAGRAMMATIC LOCATION SHOWN ON THE DRAWINGS.

D. ALL CONNECTIONS TO FIXTURES AND EQUIPMENT SHOWN ON THE DRAWINGS SHALL BE CONSIDERED DIAGRAMMATIC UNLESS OTHERWISE INDICATED BY A SPECIFIC DETAIL ON THE DRAWINGS. THE ACTUAL CONNECTIONS SHALL BE MADE TO FULLY SUIT THE

REQUIREMENTS OF EACH CASE AND ADEQUATELY PROVIDE FOR SERVICING.

E. BEFORE ANY EQUIPMENT IS SHUT DOWN FOR DISCONNECTING OR TIE-INS, ARRANGEMENTS SHALL BE MADE WITH THE OWNER AND SHALL BE DONE AT THE TIME BEST SUITED TO THE OWNER. SERVICES SHALL BE RESTORED THE SAME DAY UNLESS PRIOR ARRANGEMENTS ARE MADE WITH THE OWNER. ALL OVERTIME OR PREMIUM COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED

IN THE BASE BID.

5. PIPING SPECIALTIES

A. GENERAL

a. PROVIDE FACTORY-FABRICATED PIPING SPECIALTIES RECOMMENDED BY MANUFACTURER FOR USE IN SERVICE INDICATED.

PROVIDE PIPING SPECIALTIES OF TYPES AND PRESSURE RATINGS INDICATED FOR EACH SERVICE, OR IF NOT INDICATED, PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. PROVIDE SIZES AS INDICATED, AND CONNECTIONS, WHICH PROPERLY MATE WITH PIPE, TUBE, AND EQUIPMENT CONNECTIONS. WHERE MORE THAN

ONE TYPE IS INDICATED, SELECTION IS INSTALLER'S OPTION.

B. ESCUTCHEONS

a. PROVIDE PIPE ESCUTCHEONS AS SPECIFIED HEREIN WITH INSIDE DIAMETER CLOSELY FITTING PIPE OUTSIDE DIAMETER, OR

OUTSIDE OF PIPE INSULATION WHERE PIPE IS INSULATED. SELECT OUTSIDE DIAMETER OF ESCUTCHEON TO COMPLETELY COVER PIPE PENETRATION HOLE IN FLOORS, WALLS, OR CEILINGS; AND PIPE SLEEVE EXTENSION, IF ANY. FURNISH PIPE ESCUTCHEONS WITH NICKEL OR CHROME FINISH FOR OCCUPIED AREAS, PRIME PAINT FINISH FOR UNOCCUPIED AREAS.

b. PIPE ESCUTCHEONS FOR MOIST AREAS: FOR WATERPROOF FLOORS, AND AREAS WHERE WATER AND CONDENSATION CAN BE EXPECTED TO ACCUMULATE, PROVIDE CAST BRASS OR SHEET BRASS ESCUTCHEONS, SOLID OR SPLIT HINGED.

c. PIPE ESCUTCHEONS FOR DRY AREAS: PROVIDE SHEET STEEL ESCUTCHEONS, SOLID OR SPLIT HINGED.

C. DIELECTRIC UNIONS

a. PROVIDE STANDARD PRODUCTS RECOMMENDED BY MANUFACTURER FOR USE IN SERVICE INDICATED, WHICH EFFECTIVELY ISOLATE FERROUS FROM NON-FERROUS PIPING (ELECTRICAL CONDUCTANCE), PREVENT GALVANIC ACTION AND STOP CORROSION.

D. EXECUTION

a. PIPE ESCUTCHEONS - INSTALL PIPE ESCUTCHEONS ON EACH PIPE PENETRATION THROUGH FLOORS, WALLS, PARTITIONS, AND

CEILINGS WHERE PENETRATION IS EXPOSED TO VIEW, AND ON EXTERIOR OF BUILDING. SECURE ESCUTCHEON TO PIPE OR INSULATION SO ESCUTCHEON COVERS PENETRATION HOLE AND IS FLUSH WITH ADJOINING SURFACE.

b. DIELECTRIC UNIONS - INSTALL AT EACH PIPING JOINT BETWEEN FERROUS AND NON-FERROUS PIPING. COMPLY WITH

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

c. PIPE SLEEVES - INSTALL PIPE SLEEVES OF TYPES INDICATED WHERE PIPING PASSES THROUGH WALLS, FLOORS, CEILINGS, AND ROOFS. DO NOT INSTALL SLEEVES THROUGH STRUCTURAL MEMBERS OF WORK, EXCEPT AS DETAILED ON DRAWINGS, OR AS REVIEWED BY ARCHITECT/ENGINEER. INSTALL SLEEVES ACCURATELY CENTERED ON PIPE RUNS. SIZE SLEEVES SO THAT PIPING AND INSULATION (IF ANY) WILL HAVE FREE MOVEMENT IN SLEEVE, INCLUDING ALLOWANCE FOR THERMAL EXPANSION; BUT NOT LESS THAN 2 PIPE SIZES LARGER THAN PIPING RUN. WHERE INSULATION INCLUDES VAPOR-BARRIER JACKET, PROVIDE SLEEVE WITH SUFFICIENT CLEARANCE FOR INSTALLATION. INSTALL LENGTH OF SLEEVE EQUAL TO THICKNESS OF CONSTRUCTION PENETRATED, AND FINISH FLUSH TO SURFACE, EXCEPT FLOOR SLEEVES. EXTEND FLOOR SLEEVES 1/4" ABOVE LEVEL FLOOR FINISH, AND 3/4" ABOVE FLOOR FINISH SLOPED TO DRAIN. PROVIDE TEMPORARY SUPPORT OF SLEEVES DURING PLACEMENT OF CONCRETE AND OTHER WORK AROUND SLEEVES AND PROVIDE TEMPORARY CLOSURE TO PREVENT CONCRETE AND OTHER MATERIALS FROM

ENTERING SLEEVES.

PLUMBING SPECIFICATIONS

6. SUPPORTS, ANCHORS, AND SEALS

A. GENERAL - PROVIDE PIPE HANGERS AND SUPPORTS OF WHICH MATERIALS, DESIGN, AND MANUFACTURE COMPLY WITH ANSI/MSS SP-58.

SELECT AND APPLY PIPE HANGERS AND SUPPORTS, COMPLYING WITH MSS SP-69. FABRICATE AND INSTALL PIPE HANGERS AND

SUPPORTS, COMPLYING WITH MSS SP-89.

B. EXECUTION

a. PROCEED WITH INSTALLATION OF HANGERS, SUPPORTS AND ANCHORS ONLY AFTER REQUIRED BUILDING STRUCTURAL WORK HAS

BEEN COMPLETED IN AREAS WHERE THE WORK IS TO BE INSTALLED. CORRECT INADEQUACIES INCLUDING (BUT NOT LIMITED TO)

PROPER PLACEMENT OF INSERTS, ANCHORS AND OTHER BUILDING STRUCTURAL ATTACHMENTS.

b. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED MOVEMENT OF PIPING SYSTEMS AND TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND TO FACILITATE ACTION OF EXPANSION JOINTS, EXPANSION LOOPS, EXPANSION BENDS

AND SIMILAR UNITS.

c. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM

MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT.

7. PLUMBING IDENTIFICATION

A. GENERAL - COMPLY WITH ANSI A13.1 FOR LETTERING SIZE, LENGTH OF COLOR FIELD, COLORS, AND VIEWING ANGLES OF IDENTIFICATION

DEVICES. PROVIDE EQUIPMENT MANUFACTURER'S STANDARD STAMPED NAMEPLATES FOR WATER HEATERS, PUMPS, ETC.

B. EXECUTION

a. WHERE IDENTIFICATION IS TO BE APPLIED TO SURFACES WHICH REQUIRE INSULATION, PAINTING OR OTHER COVERING OR FINISH, INCLUDING VALVE TAGS IN FINISHED MECHANICAL SPACES, INSTALL IDENTIFICATION AFTER COMPLETION OF COVERING AND PAINTING. INSTALL IDENTIFICATION PRIOR TO INSTALLATION OF ACOUSTICAL CEILINGS AND SIMILAR REMOVABLE CONCEALMENT.

b. LOCATE PIPE MARKERS AS FOLLOWS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE

MAINTENANCE SPACES AND EXTERIOR NON-CONCEALED LOCATIONS.

• NEAR EACH VALVE AND CONTROL DEVICE.

• NEAR EACH BRANCH, EXCLUDING SHORT TAKE-OFFS FOR FIXTURES AND TERMINAL UNITS; MARK EACH PIPE AT BRANCH, WHERE THERE COULD BE QUESTION OF FLOW PATTERN.

• NEAR LOCATIONS WHERE PIPES PASS THROUGH WALLS, FLOORS, CEILINGS, OR ENTER NON-ACCESSIBLE ENCLOSURES.

• AT ACCESS DOORS AND SIMILAR ACCESS POINTS WHICH PERMIT VIEW OF CONCEALED PIPING.

• NEAR MAJOR EQUIPMENT ITEMS AND OTHER POINTS OF ORIGINATION AND TERMINATION.

• SPACED INTERMEDIATELY AT MAXIMUM SPACING OF 75' ALONG EACH PIPING RUN, EXCEPT REDUCE SPACING TO 25' IN

CONGESTED AREAS OF PIPING AND EQUIPMENT.

• ON PIPING ABOVE REMOVABLE ACOUSTICAL CEILINGS, EXCEPT OMIT INTERMEDIATELY SPACED MARKERS.

C. INSTALL ENGRAVED PLASTIC LAMINATE SIGN ON OR NEAR EACH MAJOR ITEM OF PLUMBING EQUIPMENT AND EACH OPERATIONAL

DEVICE. LABEL SHALL INDICATE TYPE OF SYSTEM AND AREA SERVED.

8. INSULATION FOR PLUMBING EQUIPMENT AND PIPING

A. GENERAL

a. PROVIDE COMPOSITE PLUMBING INSULATION (INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS, AND ADHESIVE) WITH A FLAME-SPREAD RATING OF 25 OR LESS, AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED BY ANSI/ASTM E84.

B. PIPE INSULATION MATERIALS

a. FIBERGLASS PIPE INSULATION: ASTM C547, CLASS 1 UNLESS OTHERWISE INDICATED. (PREFORMED SLEEVING WITH WHITE ALL-

SERVICE JACKET, SUITABLE FOR TEMPERATURES UP TO 450°F)

b. CELLULAR GLASS PIPE INSULATION: ASTM C552, TYPE II, CLASS 1. (UNCOVERED.)

c. FLEXIBLE UNICELLULAR PIPE INSULATION: ASTM C534, TYPE I. (TUBULAR, SUITABLE FOR USE TO 200°F.)

d. STAPLES, BANDS, WIRES, AND CEMENT: AS RECOMMENDED BY THE INSULATION MANUFACTURER FOR APPLICATIONS INDICATED.

e. ADHESIVES, SEALERS, PROTECTIVE FINISHES: PRODUCTS RECOMMENDED BY THE INSULATION MANUFACTURER FOR THE

APPLICATION INDICATED.

f. JACKETS: ASTM C921, TYPE I (VAPOR BARRIER) FOR PIPING BELOW AMBIENT TEMPERATURE, TYPE II (VAPOR PERMEABLE) FOR

PIPING ABOVE AMBIENT TEMPERATURE. TYPE I MAY BE USED FOR ALL PIPING AT INSTALLER'S OPTION.

C. EXECUTION

a. INSTALL THERMAL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN COMPLIANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT INSULATION SERVES INTENDED PURPOSE.

b. INSTALL INSULATION MATERIALS WITH SMOOTH AND EVEN SURFACES AND ON CLEAN AND DRY SURFACES. REDO POORLY FITTED JOINTS. DO NOT USE MASTIC OR JOINT SEALER AS FILLER FOR GAPPING JOINTS AND EXCESSIVE VOIDS RESULTING FROM POOR

WORKMANSHIP.

c. MAINTAIN INTEGRITY OF VAPOR-BARRIER ON INSULATION AND PROTECT IT TO PREVENT PUNCTURE AND OTHER DAMAGE. LABEL

ALL INSULATION "ASBESTOS FREE".

d. DO NOT APPLY INSULATION TO SURFACES WHILE THEY ARE HOT OR WET.

e. DO NOT INSTALL INSULATION UNTIL SYSTEMS HAVE BEEN CHECKED AND FOUND FREE OF LEAKS. SURFACES SHALL BE CLEAN AND

DRY BEFORE ATTEMPTING TO APPLY INSULATION. A PROFESSIONAL INSULATOR WITH ADEQUATE EXPERIENCE AND ABILITY SHALL

INSTALL INSULATION.

f. DO NOT INSTALL INSULATION ON PIPE SYSTEMS UNTIL ACCEPTANCE TESTS HAVE BEEN COMPLETED EXCEPT FOR FLEXIBLE UNICELLULAR INSULATION. DO NOT INSTALL INSULATION UNTIL THE BUILDING IS "DRIED-IN".

g. FIBERGLASS PIPE INSULATION - INSULATE THE FOLLOWING PIPING SYSTEMS (INDOOR LOCATIONS):

• DOMESTIC HOT WATER, GREATER THAN 140° F: UP TO 2" PIPE – 1-1/2" THICK, OVER 2" PIPE 2" THICK.

• DOMESTIC HOT WATER, 140° F AND LOWER: UP TO 1-1/2" PIPE - 1" THICK, OVER 1-1/2" PIPE – 1-1/2" THICK.

h. APPLY INSULATION TO PIPE WITH ALL SIDE AND END JOINTS BUTTED TIGHTLY. SEAL LONGITUDINAL LAP BY PRESSURIZING WITH PLASTIC SEALING TOOL. APPLY 3 INCH WIDE SELF-SEALING BUTT STRIPS TO JOINTS BETWEEN INSULATION SECTIONS. INSULATE ALL FITTINGS, FLANGES, VALVES AND STRAINERS WITH PREMOLDED INSULATION. PREMOLDED PVC COVERS MAY ALSO BE USED, BUT NO FLEXIBLE INSERTS ARE ALLOWED.

i. PROVIDE HANGER OR PIPE SUPPORT SHIELDS OF 16 GAUGE (MINIMUM) GALVANIZED STEEL OVER THE INSULATION WHICH EXTENDS

HALFWAY UP THE PIPE INSULATION COVER AND AT LEAST 6" ON EACH SIDE OF THE HANGER.

j. CELLULAR GLASS PIPE INSULATION (UNDERGROUND) - INSULATE THE FOLLOWING PIPING SYSTEMS:

• DOMESTIC HOT WATER: SMALLER THAN 6" PIPE -1-1/2" THICK, 6" AND LARGER PIPE -2" THICK.

k. CUT INSULATION IN SECTIONS AT FITTINGS AND CAREFULLY FIT TO THE PIPE AND FITTINGS. NO STOVEPIPE OR SINGLE MITER INSULATION IS ALLOWED. APPLY VAPOR BARRIER MASTIC TO ALL EDGES OF THE CELLULAR INSULATION AND BETWEEN JOINTS IN THE INSULATION. INSULATE ALL ANCHORS, GUIDES, WALL PENETRATIONS, EXPANSION JOINTS, LOOPS AND ELLS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. USE RUBBER SPACERS AT ALL EXPANSION FITTINGS.

9. TESTING, CLEANING, AND STERILIZATION OF PIPING SYSTEMS

A. GENERAL - ALL MATERIALS, TEST EQUIPMENT, AND DEVICES REQUIRED FOR CLEANING, TESTING, STERILIZING OR PURGING SHALL BE

PROVIDED BY THE CONTRACTOR.

B. TEST PIPING SYSTEMS BEFORE INSULATION IS INSTALLED WHEREVER FEASIBLE AND REMOVE CONTROL DEVICES BEFORE TESTING.

TEST EACH NATURAL SECTION OF EACH PIPING SYSTEM INDEPENDENTLY BUT DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. FILL EACH SECTION WITH INDICATED MEDIUM AND PRESSURIZE

FOR INDICATED PRESSURE AND TIME.

C. REQUIRED TEST PERIOD IS 2 HOURS.

D. NO PIPING, FIXTURES, OR EQUIPMENT SHALL BE CONCEALED OR COVERED UNTIL THEY HAVE BEEN TESTED. TEST SHALL BE REPEATED

UPON REQUEST TO THE SATISFACTION OF THOSE MAKING THE INSPECTION.

E. OBSERVE EACH TEST SECTION FOR LEAKAGE AT THE END OF THE TEST PERIOD. TEST FAILS IF LEAKAGE IS OBSERVED OR IF PRESSURE

DROP EXCEEDS 5% OF THE TEST PRESSURE.

F. REPAIR PIPING SYSTEMS SECTIONS WHICH FAIL REQUIRED PIPING TEST. DISASSEMBLE AND RE-INSTALL USING NEW MATERIALS TO

EXTENT REQUIRED TO OVERCOME LEAKAGE. DO NOT USE CHEMICALS, STOP-LEAK COMPOUNDS, MASTICS, OR OTHER TEMPORARY

REPAIR METHODS.

G. PRESSURE TEST REQUIREMENTS

a. SOIL, WASTE, VENT: TEST ALL PIPING WITHIN THE BUILDING WITH A 10-FOOT HEAD OF WATER. TEST PIPING IN SECTIONS SO THAT

ALL JOINTS ARE TESTED. PROVIDE TEST TEES AS REQUIRED.

b. DOMESTIC WATER: PERFORM HYDROSTATIC TEST ON ALL PIPING WITHIN THE BUILDING AT TWICE THE NORMAL STATIC PRESSURE

AT SERVICE POINT, BUT NOT LESS THAN 100 PSIG. ONCE TESTED, FLUSH OUT PIPING AND LEAVE UNDER PRESSURE OF THE SUPPLY

MAIN OR 40 PSIG FOR THE BALANCE OF THE CONSTRUCTION PERIOD.

H. CLEANING AND STERILIZATION

a. CLEAN EXTERIOR SURFACES OF INSTALLED PIPING SYSTEMS OF SUPERFLUOUS MATERIALS AND PREPARE FOR APPLICATION OF

SPECIFIED COATINGS (IF ANY). FLUSH OUT PIPING SYSTEMS WITH CLEAN WATER OR BLOWDOWN WITH AIR BEFORE PROCEEDING WITH REQUIRED TESTS. INSPECT EACH RUN OF EACH SYSTEM FOR COMPLETION OF JOINTS, SUPPORTS AND ACCESSORY ITEMS.

b. FLUSH AND DRAIN ALL WATER SYSTEMS AT LEAST THREE TIMES. REVERSE FLUSH SYSTEMS FROM SMALLEST PIPING TO LARGEST

PIPING. REPLACE STARTUP STRAINERS WITH OPERATING STRAINERS.

I. STERILIZATION OF DOMESTIC WATER SYSTEMS

a. PREREQUISITES: ALL NEW HOT AND COLD WATER PIPING INSTALLED (COMPLETE), ALL FIXTURES CONNECTED, SYSTEM FLUSHED

OUT, AND SYSTEM FILLED WITH WATER.

b. THE SHUT OFF VALVE AT THE WATER MAIN SHALL BE CLOSED, ALL FIXTURE OUTLETS OPENED SLIGHTLY, AND A STERILIZING

SOLUTION SHALL BE INTRODUCED AT A MANIFOLD CONNECTION INSTALLED BY THE CONTRACTOR AT THE METER.

c. THE SOLUTION SHALL CONTAIN 50 PARTS PER MILLION OF AVAILABLE CHLORINE. THE CHLORINATING MATERIAL SHALL BE EITHER

LIQUID CHLORINE OR CALCIUM HYPOCHLORITE. THE SOLUTION SHALL BE ALLOWED TO STAND IN THE SYSTEM FOR AT LEAST EIGHT

HOURS AFTER WHICH THE ENTIRE SYSTEM SHALL BE FLUSHED.

d. AFTER FINAL FLUSHING, ALL AERATORS SHALL BE REMOVED, CLEANED, AND REINSTALLED. AFTER FINAL FLUSH THE RESIDUAL

CHLORINE SHALL NOT EXCEED 0.2 PARTS PER MILLION.

e. PROVIDE SAMPLING AND CERTIFIED REPORT BY AN INDEPENDENT TESTING LAB. PROVIDE WRITTEN HEALTH DEPARTMENT

APPROVAL OF DISINFECTION SAMPLES.

f. FLUSHING, CLEANING, STERILIZATION, AND PRESSURE TESTING PROCEDURES SHALL COMPLY WITH STATE OF FLORIDA HEALTH

STANDARDS.

10. POTABLE WATER SYSTEM

A. GENERAL - COMPLY WITH APPLICABLE PORTIONS OF FLORIDA BUILDING CODE-PLUMBING PERTAINING TO SELECTION AND INSTALLATION

OF PLUMBING MATERIALS AND PRODUCTS. COMPLY WITH LOCAL UTILITY REQUIREMENTS. ALL PRODUCTS USED IN POTABLE WATER

SYSTEMS SHALL MEET THE LOW LEAD REQUIREMENTS OF NSF-372.

B. PRODUCTS

a. PROVIDE PIPING MATERIALS AND FACTORY-FABRICATED PIPING PRODUCTS OF SIZES, TYPES, PRESSURE RATINGS, TEMPERATURE

RATINGS, AND CAPACITIES AS INDICATED. WHERE NOT INDICATED, PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. PROVIDE MATERIALS AND PRODUCTS COMPLYING WITH FLORIDA BUILDING CODE - PLUMBING WHERE APPLICABLE. PROVIDE SIZES AND TYPES MATCHING PIPE MATERIALS USED IN POTABLE WATER SYSTEMS.

WHERE MORE THAN ONE TYPE OF MATERIALS OR PRODUCTS IS INDICATED, SELECTION IS INSTALLER'S OPTION.

b. INTERIOR WATER PIPING:

• ABOVE GRADE: COPPER TUBE; TYPE L, HARD-DRAWN TEMPER; WROUGHT-COPPER FITTINGS, SOLDER-JOINTS.

C. EXECUTION

a. EXAMINE AREAS AND CONDITIONS UNDER WHICH POTABLE WATER SYSTEMS ARE TO BE INSTALLED. DO NOT PROCEED WITH WORK

UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN MANNER ACCEPTABLE TO INSTALLER.

b. INSTALL PIPING WITH 1/32" PER FOOT (1/4%) DOWNWARD SLOPE TOWARDS DRAIN POINT.

c. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMIT APPLYING FULL INSULATION AND SERVICING OF VALVES.

d. SECTIONAL VALVES: INSTALL ON EACH BRANCH AND RISER, CLOSE TO MAIN, WHERE BRANCH OR RISER SERVES TWO OR MORE

PLUMBING FIXTURES OR EQUIPMENT CONNECTIONS, AND ELSEWHERE AS INDICATED.

e. SHUTOFF VALVES: INSTALL ON INLET OF EACH PLUMBING EQUIPMENT ITEM, AND ON INLET OF EACH PLUMBING FIXTURE, AND

ELSEWHERE AS INDICATED.

f. DRAIN VALVES: INSTALL ON EACH PLUMBING EQUIPMENT ITEM LOCATED TO COMPLETELY DRAIN EQUIPMENT FOR SERVICE OR

REPAIR. INSTALL AT BASE OF EACH RISER, AT BASE OF EACH RISE OR DROP IN PIPING SYSTEM, AND ELSEWHERE WHERE INDICATED

OR REQUIRED TO COMPLETELY DRAIN POTABLE WATER SYSTEM.

g. PROVIDE HOT AND COLD WATER PIPING RUNOUTS TO FIXTURES OF SIZES INDICATED, BUT IN NO CASE SMALLER THAN REQUIRED BY

FLORIDA BUILDING CODE-PLUMBING.

h. INSTALL WATER HAMMER ARRESTERS IN UPRIGHT POSITION, IN LOCATIONS AND OF SIZES INDICATED IN ACCORDANCE WITH PDI

STANDARD WH-201.

11. SOIL, WASTE AND VENT SYSTEM

A. GENERAL - COMPLY WITH APPLICABLE PORTIONS OF FLORIDA BUILDING CODE-PLUMBING PERTAINING TO PLUMBING MATERIALS, CONSTRUCTION AND INSTALLATION OF PRODUCTS. COMPLY WITH LOCAL UTILITY REQUIREMENTS.

B. MATERIALS - PROVIDE POLYVINYL CHLORIDE PIPE (PVC), SCHEDULE 40 DWV PIPE AND FITTINGS PER ASTM D-2665 STANDARD.

C. PROVIDE PIPING MATERIALS AND FACTORY-FABRICATED PIPING PRODUCTS OF SIZES, TYPES, PRESSURE RATINGS, AND CAPACITIES AS

INDICATED. WHERE NOT INDICATED, PROVIDE PROPER SELECTION AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS. PROVIDE SIZES AND TYPES MATCHING PIPING AND EQUIPMENT CONNECTIONS; PROVIDE FITTINGS OF MATERIALS WHICH MATCH PIPE MATERIALS USED IN SOIL AND WASTE SYSTEMS. WHERE MORE THAN ONE TYPE OF MATERIALS OR PRODUCTS IS

INDICATED, SELECTION IS INSTALLER'S OPTION.

D. CLEANOUTS

a. PROVIDE FACTORY-FABRICATED DRAINAGE PIPING PRODUCTS OF SIZE AND TYPE INDICATED. WHERE NOT INDICATED, PROVIDE

PROPER SELECTION AS DETERMINED BY INSTALLER TO COMPLY WITH INSTALLATION REQUIREMENTS AND GOVERNING

REGULATIONS.

b. CLEANOUT PLUGS: CAST-BRONZE OR BRASS, THREADS COMPLYING WITH ANSI B2.1 COUNTERSUNK HEAD.

c. CLEANOUTS FOR PVC SYSTEMS:

• FLOOR CLEANOUTS: CAST-IRON BODY WITH ADJUSTABLE HEAD, BRASS PLUG, AND SCORIATED NICK-BRASS COVER. FURNISH WITH RECESSED COVER FOR TILE FLOORS. FURNISH WITH CLAMPING RING FOR FLOORS WITH MEMBRANE.

• CLEANOUTS IN PIPING: PVC CLEANOUT ADAPTOR WITH THREADED PVC PLUG.

• WALL CLEANOUTS: PVC CLEANOUT ADAPTOR WITH TAPPED, COUNTERSUNK, THREADED BRASS PLUG AND ROUND STAINLESS

STEEL ACCESS COVER WITH SCREW.

• GRADE CLEANOUTS: PVC CLEANOUT ADAPTOR WITH COUNTERSUNK, THREADED BRASS PLUG. IN SIDEWALKS AND OTHER

FINISHED CONCRETE, PROVIDE ACCESS COVER FRAMES WITH A NON-TILTING TRACTOR COVER.

• CLEANOUTS IN PAVED AREAS: CAST IRON BODY, ADJUSTABLE HOUSING, FERRULE WITH PLUG AND ROUND LOOSE SCORIATED

TRACTOR COVER. COORDINATE CONCRETE DEPTH AT SITE WITH ADJUSTABLE FLANGE.

E. EXECUTION

a. EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH SOIL AND WASTE SYSTEMS ARE TO BE INSTALLED. DO NOT PROCEED WITH

WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

b. INSTALL ABOVE GRADE SOIL AND WASTE PIPING IN ACCORDANCE WITH FLORIDA BUILDING CODE-PLUMBING.

c. INSTALL UNDERGROUND SOIL AND WASTE PIPES AS INDICATED AND IN ACCORDANCE WITH FLORIDA BUILDING CODE-PLUMBING. LAY

UNDERGROUND PIPING BEGINNING AT LOW POINT OF SYSTEMS, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM. INSTALL REQUIRED GASKETS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR USE OF LUBRICANTS, CEMENTS, AND OTHER SPECIAL INSTALLATION REQUIREMENTS.

CLEAN INTERIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY OR

WHENEVER WORK STOPS.

d. INSTALLATION OF CLEANOUTS: INSTALL IN ABOVE GROUND PIPING AND BUILDING DRAIN PIPING AS INDICATED, AS REQUIRED BY FLORIDA BUILDING CODE-PLUMBING; AND AT EACH CHANGE IN DIRECTION OF PIPING GREATER THAN 45°; AT MINIMUM INTERVALS OF 100'; AND AT BASE OF EACH VERTICAL SOIL OR WASTE STACK. INSTALL FLOOR AND WALL CLEANOUT COVERS FOR CONCEALED

PIPING, SELECT TYPE TO MATCH ADJACENT BUILDING FINISH.

e. CLEANOUTS SHALL BE FULL SIZE UP TO 4". PIPING OVER 4" SHALL HAVE A REDUCING FITTING TO ACCOMMODATE A 4" CLEANOUT

UNLESS INDICATED OTHERWISE ON DRAWINGS.

f. INSTALL CLEANOUTS TO ALLOW ADEQUATE CLEARANCE FOR RODDING. CLEANOUTS ON PIPING 6" AND SMALLER PIPING SHALL HAVE A MINIMUM OF 18" CLEARANCE; CLEANOUTS ON PIPING 8" AND LARGER SHALL HAVE 36" CLEARANCE.

g. PROTECT ALL FINISHED SURFACES OF CLEANOUTS WITH A SUITABLE ADHESIVE COVERING UNTIL CONSTRUCTION IS COMPLETED.

h. FLASHING FLANGES - INSTALL FLASHING FLANGE AND CLAMPING DEVICE WITH EACH STACK AND CLEANOUT PASSING THROUGH

WATERPROOF MEMBRANES.

i. VENT FLASHING SLEEVES - INSTALL ON STACK PASSING THROUGH ROOF, SECURE TO STACK FLASHING IN ACCORDANCE WITH

MANUFACTURER’S INSTRUCTIONS.

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

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DCW OVERHEAD

KEY NOTES

1. DISCONNECT AND REMOVE EXISTING WATER CLOSET AND ALL RELATED

PIPING CONNECTIONS (DCW, SAN, V). CAP FOR INSTALLATION OF NEW

FIXTURE.

2. DISCONNECT AND REMOVE EXISTING URINAL AND ALL RELATED PIPING

CONNECTIONS (DCW, SAN, V). CAP FOR INSTALLATION OF NEW FIXTURE.

3. DISCONNECT AND REMOVE EXISTING LAVATORY AND ALL RELATED

PIPING CONNECTIONS (DCW, DHW, SAN, V). CAP FOR INSTALLATION OF

NEW FIXTURE.

4. DISCONNECT AND REMOVE EXISTING WATER CLOSET AND ALL RELATED

PIPING CONNECTIONS (DCW, SAN, V). CAP PIPING AS CLOSE TO MAIN AS

POSSIBLE.

5. DISCONNECT AND REMOVE EXISTING LAVATORY AND ALL RELATED

PIPING CONNECTIONS (DCW, DHW, SAN, V). CAP PIPING AS CLOSE TO

MAIN AS POSSIBLE.

6. DISCONNECT AND REMOVE EXISTING SINK AND ALL RELATED PIPING

CONNECTIONS (DCW, DHW, SAN, V). CAP PIPING AS CLOSE TO MAIN AS

POSSIBLE.

7. TRENCHING REQUIREMENT. CUT AND PATCH SLAB SUFFICIENT TO

DEMOLISH EXISTING PIPING AND INSTALL NEW PIPING AS INDICATED.

8. DEMOLISH DCW IN WALL AND CAP AT NEAREST ACTIVE LINE. ACTIVE DCW

ABOVE CEILING AT THIS LOCATION IS EXISTING TO REMAIN. DEMOLISH

NEARBY VENT TO NEAREST ACTIVE VENT AS INDICATED.

9. 4" SAN RISER FROM ABOVE. DEMOLISH HORIZONTAL, PREPARE TO

REROUTE TO NEW RISER LOCATION AS INDICATED IN NEW WORK.

10. PREPARE EXISTING SANITARY MAIN FOR CONNECTION WITH NEW WORK.

11. DEMOLISH EXISTING SANITARY RISER IN WALL. PREPARE CONNECTION

FOR NEW ROUTE TO NEW WALL LOCATION.

12. WARNING: AS-BUILT DOCUMENT SHOWS UNDERGROUND DCW NEAR THIS

LOCATION. USE CAUTION WHEN EXCAVATING.

SHEET NOTES

A. PLUMBING PIPE SIZES, LOCATION, AND LAYOUT SHOWN FROM EXISTING

PLANS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY

SIGNIFICANT DEVIATIONS PRIOR TO START OF DEMOLITION.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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SHEET NO.

DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:34 PM

PLUMBING FIRST FLOOR PLAN -

DEMOLITION

100% CONSTRUCTION

DOCUMENTS

AA JK

P111

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

N

SCALE: 1/8" = 1'-0"

PLUMBING FIRST FLOOR PLAN - DEMOLITION

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

B

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1 2

2 1

3 3

3 1

KEY NOTES

SHEET NOTES

1. PLUMBING PIPE SIZES, LOCATION, AND LAYOUT SHOWN FROM EXISTING

PLANS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY

SIGNIFICANT DEVIATIONS PRIOR TO START OF DEMOLITION.

1. DISCONNECT AND REMOVE EXISTING WATER CLOSET AND ALL RELATED

PIPING CONNECTIONS (DCW, SAN, V). CAP FOR INSTALLATION OF NEW

FIXTURE.

2. DISCONNECT AND REMOVE EXISTING URINAL AND ALL RELATED PIPING

CONNECTIONS (DCW, SAN, V). CAP FOR INSTALLATION OF NEW FIXTURE.

3. DISCONNECT AND REMOVE EXISTING LAVATORY AND ALL RELATED

PIPING CONNECTIONS (DCW, DHW, SAN, V). CAP FOR INSTALLATION OF

NEW FIXTURE.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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SHEET NO.

DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:35 PM

PLUMBING SECOND FLOOR PLAN -

DEMOLITION

100% CONSTRUCTION

DOCUMENTS

AA JK

P112

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

N

SCALE: 1/8" = 1'-0"

PLUMBING SECOND FLOOR PLAN - DEMOLITION

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

B

C

2 4 5 6 7

IT ROOM

Room

Unoccupied

Unoccupied

STORAGE

ELEVATOR

Room

Room

Room

Room

KITCHEN

Unoccupied

Unoccupied

Room

Room

Room

CUSTODIAL

Room

Room

Room

TOILET

Room

Room

TOILET

VESTIBULE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

VSTIBULE

CORRIDOR

VESTIBULE

Room

Room

Room

114 CLERKS OFFICE

STORAGE

148C

OFFICE

VESTIBULE

148A

STAIR

ELECTRIC

CONFERENCE

CORRIDOR

139A

VESTIBULE

OFFICE

143T

OFFICE

148G

OFFICE

148F

CORRIDOR

148M

OFFICE

148L

WORK ROOM

TOILET

STORAGE

148J

SMALL OFFICE

148I

WOMENS

MENS

TOILET

ADA TOILET

148H

BOOKS/RECORDS

LOBBY

OFFICE

148E

STORAGE

148B

Room

Room

CO

CO

MANHOLE

FD

FD

CO

P311

P311

L-1 L-1

L-1

WC-1

UR-1

UR-1

UR-1

UR-1

WC-1

L-1

L-1

L-1

WC-1

WC-1

L-1

WC-1

WC-1

L-1

L-1

WC-1

L-1

KEY NOTES

1. PROVIDE NEW WATER CLOSET. CONNECT TO EXISTING DOMESTIC COLD

WATER, SANITARY WASTE, AND VENT.

2. PROVIDE NEW URINAL. CONNECT TO EXISTING DOMESTIC COLD WATER,

SANITARY WASTE, AND VENT.

3. PROVIDE LAVATORY. CONNECT TO EXISTING DOMESTIC COLD WATER,

DOMESTIC HOT WATER, SANITARY WASTE, AND VENT.

SHEET NOTES

A. PLUMBING PIPE SIZES, LOCATION, AND LAYOUT SHOWN FROM EXISTING

PLANS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY

SIGNIFICANT DEVIATIONS PRIOR TO START OF DEMOLITION.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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SHEET NO.

DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:38 PM

PLUMBING FIRST FLOOR PLANS -

NEW WORK

100% CONSTRUCTION

DOCUMENTS

AA JK

P211

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

N

SCALE: 1/8" = 1'-0"

PLUMBING FIRST FLOOR PLAN - NEW WORK

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

B

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2 4 5 6 7

TOILET

Unoccupied

Unoccupied

TOILET

TOILET

STORAGE

JURY ROOM

COUNTY JUDGE

JURY ROOM

PRISONER DETENTION

PRISONER DETENTION

CIRCUIT JUDGE JUDICIAL ASSISTANT

CIRCUIT JUDGE JUDICIAL ASSISTANT

STORAGE

COUNTY JUDGE

LIBRARY

CORRIDOR

TOILET

CUSTODIAL

ELEVATOR

WOMENS

MENS

TOILET

JURY ROOM

203A

SECRETARY

JUDICIAL HEARING OFFICER

WAITING

CORRIDOR

OFFICE

OFFICE

COURT REPORTER

OFFICE

COURT REPORTER

HEARING ROOM

VISITING JUDGE

OFFICE

DEPUTY'S ROOM

DEPUTY'S ROOM

Unoccupied

Unoccupied

SECURE AREA

HEARING ROOM

STAFF

COORIDOR

TOILET

TOILET

HALL

OFFICE / RECEPTION

COURTROOM

203B

PUBLIC

203C

VAULT

FILES

STORAGE

STORAGE

TOILET

CIRCUIT JUDGE

Unoccupied

Unoccupied

TOILET

TOILET

LACTATION ROOM

VESTIBULE

229B

SOUTH COURTROOM

STORAGE

229A

STORAGE

226A

NORTH COURTROOM

VESTIBULE

226B

WC-1

WC-1

L-1

L-1

WC-1

L-1

L-1 L-1

UR-1

UR-1

UR-1

UR-2WC-1

WC-1

L-1

L-1

L-1

WC-1

WC-1

WC-1

WC-1

SHEET NOTES

A. PLUMBING PIPE SIZES, LOCATION, AND LAYOUT SHOWN FROM EXISTING

PLANS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY

SIGNIFICANT DEVIATIONS PRIOR TO START OF DEMOLITION.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:39 PM

PLUMBING SECOND FLOOR PLANS

- NEW WORK

100% CONSTRUCTION

DOCUMENTS

AA JK

P212

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

N

SCALE: 1/8" = 1'-0"

PLUMBING SECOND FLOOR PLAN - NEW WORK

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

B

CORRIDOR

VESTIBULE

148A

STAIR

ELECTRIC

CONFERENCE

CORRIDOR

139A

VESTIBULE

OFFICE

143T

OFFICE

148G

OFFICE

148F

CORRIDOR

148M

OFFICE

148L

WORK ROOM

TOILET

STORAGE

148J

SMALL OFFICE

148I

TOILET

ADA TOILET

148H

BOOKS/RECORDS

LOBBY

OFFICE

148E

CO

WC-1

WC-1

L-1

L-1

WC-1

L-1

DCW UG

DCW OVERHEAD

SAN UG

SAN OVERHEAD

SAN OVERHEAD

SAN UG

ELEVATOR

CUSTODIAL

VSTIBULE

VESTIBULE

WOMENS

MENS

FD

FD

L-1 L-1

L-1

WC-1

UR-1

UR-1

UR-1

UR-1

L-1

L-1

L-1

L-1

WC-1

WC-1

WC-1

KEY NOTES

SHEET NOTES

A. PLUMBING PIPE SIZES, LOCATION, AND LAYOUT SHOWN FROM EXISTING

PLANS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY

SIGNIFICANT DEVIATIONS PRIOR TO START OF DEMOLITION.

1. ROUTE SANITARY DOWN NEW WALL.

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:42 PM

PLUMBING ENLARGED FLOOR

PLANS

100% CONSTRUCTION

DOCUMENTS

AA JK

P311

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02/27/2026

REVISIONS

NO: DATE: REF: BY:

N

SCALE: 1/4" = 1'-0"

1 PLUMBING ENLARGED FIRST FLOOR PLAN - NEW WORK - NORTH

N

SCALE: 1/4" = 1'-0"

2 PLUMBING ENLARGED FIRST FLOOR PLAN - NEW WORK - SOUTH

This item has been digitally signed and sealed by Joseph C. Klubertanz, PE on the date adjacent to the seal.

Signature must be verified on any electronic copies.

2" DCW

2" DCW

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" SAN

3" SAN

3" SAN

2" SAN

2" SAN

3" SAN

3" SAN

1 1/2" V

1 1/2" V

1 1/2" V

2" V

2" V

1" DCW

1" DCW

2" DCW

1 1/2" DCW

4" SAN

4" SAN

4" SAN

2" DCW

1 1/4" DCW

1/2" DCW

1 1/4" DCW

1 1/2" DCW

4" SAN

1/2" DCW

1 1/2" DCW

8129 SW 75TH STREET

GAINESVILLE, FLORIDA 32608

352-256-6785 www.superlative.design

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SHEET NO.

DRAWING TITLE:

PROJECT NUMBER:

DRAWING STATUS:

ISSUE DATE:

DRAWN BY: CHECKED BY:

DATE/TIME STAMP:

AKIN BROOKS ENGINEERING, INC.

14260 W NEWBERRY RD #115

NEWBERRY, FL 32669 AB24115

FL LICENSE 35307

352.281.7104

AKINBROOKS.COM 2/27/2026 5:19:45 PM

PLUMBING RISERS

100% CONSTRUCTION

DOCUMENTS

AA JK

P401

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24003

02/27/2026

REVISIONS

NO: DATE: REF: BY:

NOT TO SCALE

PLUMBING RISER

L-1

WC-1

WC-1

WC-1

L-1

L-1

This item has been digitally…