FDC_DW_Replacment_100%_Drawings.pdf

ORANGE COUNTY CORRECTIONS

2450 33RD STREET, ORLANDO, FL 32839

ORANGE COUNTY CORRECTIONS FEMALE DETENTION CENTER DOMESTIC WATER

PIPING REPLACEMENT

100% CONSTRUCTION DOCUMENTS

OWNER:

BOARD OF COUNTY COMMISSIONERS

ORANGE COUNTY, FLORIDA

MAYOR

JERRY L. DEMINGS

COMMISSIONER

NICOLE H. WILSON

DISTRICT 1

COMMISSIONER

MAYRA URIBE

DISTRICT 3

COMMISSIONER

CHRISTINE MOORE

DISTRICT 2

COMMISSIONER

MARIBEL GOMEZ CORDERO

DISTRICT 4

COMMISSIONER

MICHAEL SCOTT

DISTRICT 6

COMMISSIONER

KELLY MARTINEZ SEMRAD

DISTRICT 5

a. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH ALL GOVERNING CODES

AND STANDARDS. THIS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING.

A. NFPA 101 - LIFE SAFETY CODE (2018)

B. FLORIDA FIRE PREVENTION CODE (8TH EDITION 2023)

C. FLORIDA BUILDING CODE (8TH EDITION 2023)

D. FLORIDA PLUMBING CODE (8TH EDITION 2023)

E. LOCAL REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION

APRIL 30, 2025

ORANGE COUNTY

CORRECTIONS DOMESTIC

PIPING REPLACEMENT

FDC BLDG

Sheet List Table Sheet Number Sheet Title

T001 COVER SHEET

P001 PLUMBING SYMBOLS LEGEND

PD301 PLUMBING DEMO FLOOR PLAN - A

PD302 PLUMBING DEMO FLOOR PLAN - B

PD303 PLUMBING DEMO FLOOR PLAN - C

PD304 PLUMBING DEMO FLOOR PLAN - D

PD305 PLUMBING DEMO FLOOR PLAN - D 2ND FLOOR

P300 BUILDING WATER CONTROL VALVE MAP

P301 PLUMBING FLOOR PLAN - A

P302 PLUMBING FLOOR PLAN - B

P303 PLUMBING FLOOR PLAN - C

P304 PLUMBING FLOOR PLAN - D

P305 PLUMBING FLOOR PLAN - D 2ND FLOOR

P501 PLUMBING RISER DIAGRAMS

P502 PLUMBING RISER DIAGRAMS

P503 PLUMBING RISER DIAGRAMS

P504 PLUMBING RISER DIAGRAMS

P801 PLUMBING DETAILS

COVER SHEET

T001

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BUILDING LOCATION

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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1200-T001-2020345.DWG

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AS SHOWN

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STATE OF

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AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED BY JULIAN M. HARRIS ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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AutoCAD SHX Text 04/30/25 100%%% Construction Documents

ABBREVIATIONS

A.H.A.P.

DN.

MIN.

C.P.

CLG.

AB.

HWR

HW

CW

CHROME PLATED

MINIMUM

DOWN

CEILING

ABOVE

HOT WATER RETURN

HOT WATER

COLD WATER

ABOVE FINISHED FLOOR

AS HIGH AS POSSIBLE

FINISHED FLOOR ELEVATION

CONNECTION

A.F.F.

F.F.E.

CONN.

GA. GAUGE

SL. SLOPE

BLDG. BUILDING

HOSE BIBBHB

S.S. STAINLESS STEEL

BELOW FINISHED FLOORB.F.F.

O/H OVERHEAD

M

XX-1

REDUCED PRESSURE ZONE ASSEMBLY

EXPANSION LOOP

THERMOMETER

PRESSURE GAGE

CIRCULATING PUMP

PLUMBING FIXTURE DESIGNATION

SHOCK ARRESTER

FLOW ARROW

WATER METER

PRESSURE & TEMPERATURE RELIEF VALVE

UNION

TEE TURNED DOWN

ELBOW TURNED UP

TEE TURNED UP

ELBOW TURNED DOWN

PRESSURE REGULATING VALVE

CIRCUIT SOLVER THERMOSTATIC BALANCING VALVE

CHECK VALVE

GATE VALVE

SOLENOID VALVE

TEMPERED WATER THERMOMETER.

(PROVIDE DOWNSTREAM OF ALL TW DIVERTER VALVES)

BALL VALVE

PLUMBING SYMBOL LEGEND

SYMBOL DESCRIPTION ABBREVIATION

BV

GV

CV

SV

BV

PRV

DN

UP

UP

DN

T & P

HB

SA

XX-1

CP

RPZA-

WM

INDICATES RISER/DETAIL NUMBER, SHEET

FOUND, AND RISER VIEW, (IF APPLICABLE)

PXXX

PXXX

GENERAL PLUMBING NOTES

1. REFERENCE THE SPECIFICATIONS FOR MATERIALS AND EQUIPMENT STANDARDS.

2. THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH

ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO THE FLORIDA BUILDING CODE

8TH EDITION (2023), PLUMBING.

3. THE CONTRACTOR SHALL COORDINATE THE INTERRUPTION OF ALL UTILITY SERVICES

WITH OWNER'S REPRESENTATIVE. PROVIDE A MINIMUM OF FIVE WORKING DAYS

ADVANCE NOTICE (OR PER PLUMBING SPECIFICATIONS) OF SCHEDULED UTILITY

DISCONNECTION.

4. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS

NOT INTENDED TO INDICATE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR

SHALL PROVIDE ANY ADDITIONAL FITTINGS REQUIRED FOR PROPER INSTALLATION AND

TO MAINTAIN PROPER CLEARANCES. COORDINATE WITH ALL TRADES AND OTHER

POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES.

5. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL

ROOMS OR AS SPECIFICALLY NOTED.

6. PERFORM FIRESTOPPING UNDER DIVISION 07 SECTION 'FIRESTOPPING'.

7. PROVIDE ACCESS PANELS TO ALL VALVES LOCATED WITHIN CHASES OR

NON-ACCESSIBLE CEILINGS. ALL VALVES SHALL BE ACCESSIBLE AND FOR SYSTEM

SERVED. ANY AND ALL PROVIDED ACCESS PANELS SHALL HAVE LOCKS.

8. ALL FLOOR, WALL AND CEILING OPENINGS CREATED BY THE REMOVAL OF EXISTING

PLUMBING RELATED ITEMS SHALL BE REPAIRED TO MATCH ANY EXISTING ADJACENT

FINISHES AND WALL CONSTRUCTION.

9. PROVIDE WATER HAMMER ARRESTORS AT ALL PLUMBING FIXTURES OR BATTERY OF

FIXTURES WITH QUICK-CLOSING VALVES. WATER HAMMER ARRESTORS SHALL BE

SIZED PER PDI STANDARDS. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO

WATER HAMMER ARRESTORS AND SHALL NOT BE INSTALLED. PROVIDE WATER

HAMMER ARRESTORS IN ACCESSIBLE LOCATIONS ABOVE CEILING LEVEL IN FINISHED

LOCATIONS; PROVIDE ACCESS PANELS AS REQUIRED FOR ACCESS.

10. UNLESS NOTED OTHERWISE, RUN CW & HW PIPING FULL SIZE THROUGH LENGTH OF

CHASE, AND MAKE CONNECTIONS TO EXISTING FIXTURES AND EXISTING ICON

SYSTEMS AS INDICATED. PROVIDE RIGID SUPPORT AND BLOCKING IN CHASE FOR

HEADER AND BRANCH PIPING, AND FOR FLUSH VALVES TO PREVENT ANY MOVEMENT.

11. PROVIDE CALIBRATED BALANCING VALVES WITH THREADED CONNECTIONS IN HOT

WATER RETURN PIPING, AND BALANCE SYSTEM FOR PROPER OPERATION. REFER TO

DRAWINGS FOR ALL BALANCING VALVE LOCATIONS.

12. PROVIDE DIELECTRIC UNIONS WHERE CONNECTIONS ARE MADE BETWEEN DISSIMILAR

METAL PIPE MATERIALS.

13. SEE RISER DIAGRAMS FOR PIPE SIZES AND ROUTING NOT SHOWN ON PLANS.

14. PRESSURE REDUCING VALVES SHALL BE PROVIDED WHERE THE WATER PRESSURE

EXCEEDS 80 PSI AT ANY PLUMBING FIXTURE. WATER VELOCITY SHALL NOT EXCEED 8

FEET PER SECOND.

15. IF THE INTENT OF THE INFORMATION SHOWN ON THESE DOCUMENTS IS NOT CLEAR, OR

IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT

TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE

SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OF

EXPLANATION IN WRITING.

16. WHERE THE CONTRACTOR PROPOSES ALTERNATE SOLUTIONS, DIFFERENT ROUTING

OF PIPING, DIFFERENT LOCATIONS OF EQUIPMENT, FIXTURES, ETC., THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL THE RAMIFICATIONS OF THE PROPOSED CHANGE

THAT ARE NOT INCLUDED IN HIS PROPOSAL, BUT BECOME APPARENT AT A LATER DATE,

AND SHALL BEAR THE CONSEQUENCES OF CORRECTING ANY AND ALL CONFLICTS,

DEFICIENCIES OR OTHER PROBLEMS AT NO INCREASE IN COST OR INCREASE IN

CONSTRUCTION TIME ALLOTTED.

17. ALL EXISTING DEMO WORK SHOWN IN THESE PLANS HAVE BEEN TAKEN FROM AS

BUILTS DATED 07/31/2001. THE CONTRACTOR SHALL FIELD VERIFY THE INFORMATION

SHOWN WITHIN THESE DOCUMENTS AND ANY DISCREPANCIES SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO DEMOLITION.

18. CONTRACTOR SHALL CAMERA AND CLEAN ALL EXISTING GRAVITY LINES WITHIN AREA

OF WORK. VIDEO RECORDING SHALL BE SUBMITTED TO THE ENGINEER OF RECORD.

19. ALL PHASING OF WORK SHALL BE THE RESPONSIBIILTY OF THE CONTRACTOR.

CONTRACT SHALL COORDINATE ALL PHASING OF WORK WITH ORANGE COUNTY

CORRECTIONS.

20. ALL SOLENOID VALVES SHALL BE REPLACED THROUGHOUT BUILDING AS SHOWN ON

THE DRAWINGS. ALL NEW SOLENOID VALVES SHALL USE EXISTING ELECTRICAL

CONNECTIONS.

EXISTING CONDITIONS GUIDELINES

GENERAL

IN GENERAL, FOLLOW THE GUIDELINES BELOW WHEN DEALING WITH EXISTING

CONDITIONS. UNLESS SPECIFICALLY INDICATED OTHERWISE, THESE

GUIDELINES ARE NOT INTENDED TO RESTRICT OR REPLACE PROFESSIONAL

JUDGMENT:

1. USE OF HAZARDOUS CHEMICALS IN DEMOLITION IS PROHIBITED

2. WHERE “DESTRUCTIVE” TYPE INVESTIGATIONS ARE REQUIRED,

COORDINATE SCHEDULE, EXTENT OF “DESTRUCTION” AND

REPAIR/PATCHING WORK WITH “OWNER” PRIOR TO COMMENCEMENT OF

THESE INVESTIGATIONS.

3. SGM ENGINEERING PROVIDED INFORMATION IS SCHEMATIC IN NATURE

PROVIDING AN APPROXIMATE EXISTING CONDITION HOWEVER IS NOT

GUARANTEED TO BE ACCURATE. THE CONTRACTOR SHALL PERFORM ALL

FIELD REVIEWS AND INVESTIGATION NECESSARY TO PERFORM THEIR

SERVICES PRIOR TO COMMENCING WORK. THE FOLLOWING REVIEWS WILL

BE REQUIRED:

a. REVIEW OF CONSTRUCTION DOCUMENTS TITLE - “EXISTING

CONDITION”

b. PHYSICAL FIELD VERIFICATION OF EXISTING CONDITIONS.

CONTRACTOR SHALL COORDINATE THE VERIFICATION IN

PRESENCE OF OWNER OR DESIGNATED STAFF.

c. REVIEW THE DEMOLITION DRAWINGS AND ALLOW FOR UNFORESEEN

CONDITIONS SUCH AS UNDERGROUND OR ABOVE GROUND UTILITIES

AND / OR IN CONCEALED SPACE NOT VISIBLE TO “NAKED EYES”.

4. SITE EXAMINATION IS REQUIRED BY THE CONTRACTOR PRIOR TO

COMMENCEMENT OF ANY WORK. SUBCONTRACTORS WILL ALSO BE

REQUIRED TO FIELD VISIT AND VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK. ANY UNFORESEEN CONDITIONS MUST BE REPORTED

TO OWNER AND ENGINEER PRIOR TO COMMENCEMENT.

5. AT OWNER'S DISCRETION: CONTRACTORS MAY BE REQUIRED, OR ELECT,

TO PHOTOGRAPHICALLY DOCUMENT EXISTING CONDITIONS OR

INVESTIGATIONS. COPIES, IN ELECTRONIC FORMAT AND HARDCOPY, OF

ALL PHOTOGRAPHS BY THE CONTRACTOR SHALL BE PROVIDED TO THE

OWNER FOR RECORD PURPOSES.

6. PRIOR TO REMOVAL OF ANY EXISTING MATERIALS / OR DEVICES,

COORDINATE WITH THE OWNER AND CLEARLY DEFINE WHAT ITEMS SHALL

BE SALVAGED AND TURNED OVER TO THE OWNER.

SECTION 02 30 00 SUBSURFACE INVESTIGATION

1. THE CONTRACTOR SHALL PROVIDE SITE OR SUBSURFACE INVESTIGATION

JUDGED NECESSARY IN ACCORDANCE WITH THE ENGINEER'S PROJECT

WORK SCOPE. SERVICES MAY INCLUDE:

a. CONTRACTOR SHALL ENGAGE "UTILITY LOCATE" SERVICES FOR

UNDERGROUND UTILITY LINES, SUCH AS POWER, COMMUNICATION,

WATER, SANITARY, STORM, CHILLED WATER, GAS, AND OTHER

RELATED UTILITY LINES.

2. AS-BUILD DRAWINGS - INFORMATION FURNISHED BY THE ENGINEER SHALL

BE FOR CONTRACTOR'S REFERENCE ONLY, AND THE ENGINEER SHALL IN

NO WAY BE HELD RESPONSIBLE FOR ACCURACY OF THE INFORMATION.

HOWEVER: IF THERE IS NO CONFIRMATION FOR AS-BUILD DRAWINGS TO BE

ACCURATE OR NOT, THEREFORE: IT'S CONTRACTOR'S RESPONSIBILITY TO

ISSUE RFIs DURING BIDDING SHOULD ANY EXISTING CONDITION DOES NOT

SHOW CLEAR UNDERSTANDING FOR SCOPE OF WORK.

3. PROTECTION OF EXISTING SITE AND BUILDINGS: PROTECT ALL BUILDINGS,

DRIVES, UNDERGROUND, AND ABOVE GROUND UTILITY LINES, PARKING

AREAS, TREES, WALKS, AND PLANTED AREAS DURING SUBSURFACE AND

UNDERGROUND INVESTIGATIONS. ALL EXISTING SITE ELEMENTS SHALL BE

LEFT IN THEIR ORIGINAL CONDITION. COORDINATE ALL WORK WITH THE

"OWNER" PROJECT MANAGER.

4. PREPARATION OF PLANS FOR BORINGS: IN THE PREPARATION OF PLANS

FOR BORING LOCATIONS, THE CONTRACTOR SHALL STUDY PLANS OF

EXISTING UNDERGROUND UTILITIES AND SHALL LOCATE BORINGS TO

AVOID THESE UTILITIES. DO NOT BEGIN WORK UNTIL IS CLEARED AND

APPROVED BY THE "OWNER."

SECTION 02 41 16 STRUCTURE DEMOLITION

1. DEMOLITION OF FOUNDATIONS: EXTENT OF FOUNDATION DEMOLITION

SHALL BE VERIFIED WITH THE "OWNER" PRIOR TO WORK. WHERE NEW

STRUCTURES WILL REPLACE EXISTING STRUCTURES, THE ENTIRE

FOUNDATION SHALL BE REMOVED. SEE STRUCTURAL DRAWINGS FOR

COORDINATION PRIOR TO COMMENCEMENT.

SECTION 02 41 19 SELECTIVE STRUCTURE DEMOLITION

1. CONTRACTOR SHALL CLEARLY REVIEW AND UNDERSTAND ON THE

CONSTRUCTION DOCUMENTS THE EXTENT OF SELECTIVE DEMOLITION.

PROVIDE COST ALLOWANCE FOR ANY DEMOLITION SHOWS ON THE FLOOR

PLANS, ELEVATIONS, OR DETAILS TO CLEARLY IDENTIFY WHAT IS

SCHEDULED FOR REMOVAL AND WHAT IS SCHEDULED TO REMAIN.

2. IDENTIFY ON THE DEMOLITION PLANS OR SCHEDULE AS TO WHAT ITEMS

SHALL BE TEMPORARILY REMOVED AND RE-USED, AND THOSE ITEMS

WHICH SHALL BE TURNED OVER TO THE OWNER.

3. IDENTIFY ON THE DEMOLITION PLANS THOSE ITEMS WHICH SHALL BE

APPROPRIATELY REMOVED FOR RECYCLING.

SECTION 02 44 00 EQUIPMENT MOVING

1. RELOCATED EQUIPMENT: SPECIAL CONCERN SHALL BE TAKEN WITH

EQUIPMENT RELOCATED FROM EXISTING INSTALLATIONS FOR

REINSTALLATION. CONTRACTOR SHALL ESTABLISH A SCHEDULE FOR

REMOVAL AND REINSTALLATION AND COORDINATE WITH THE OWNER.

2. RELOCATION OF EXISTING EQUIPMENT SHALL INCLUDE:

a. DISCONNECTING AND MOVING TO NEW LOCATION.

b. RESTORATION AND CAPPING OF UTILITIES AT THE OLD LOCATION.

c. SPECIFY THAT THE CONTRACTOR RECORD EXISTING UTILITY PIPING

ARRANGEMENTS TO FACILITATE INSTALLATION.

d. AS SHOWN ON THE CONSTRUCTION DOCUMENT DRAWINGS, THE

CONTRACTOR SHALL BE REQUIRED TO REPLACE UNSALVAGEABLE

PIPING, DUCTWORK, AND WIRING, AND FURNISH ANY NEW PIPING,

DUCTWORK, AND WIRING AS REQUIRED TO COMPLETE

REINSTALLATION, WITHOUT ADDITIONAL COST TO THE OWNER.

PLUMBING SYSTEM LEGEND

SYMBOL DESCRIPTION ABBREVIATION

NEW COLD WATER PIPING

DEMO HOT WATER RETURN PIPING

HOT WATER PIPING (140°F MAX)

CW

HW

HWR

DEMO COLD WATER PIPING CW

DEMO HOT WATER PIPING HW

HOT WATER RETURN PIPING HWR

TEMPERED WATER PIPING (110°F MAX) TW

DEMO TEMPERED WATER PIPING TW

EXISTING COLD WATER PIPING TO REMAIN CW

EXISTING HOT WATER PIPING TO REMAIN HW

EXISTING HOT WATER RETURN PIPING HWR

TW

TW

MIXING VALVEMV

SCOPE OF WORK

1. DEMO ALL EXISTING COLD, HOT, AND HOT WATER RETURN PIPING ABOVE GROUND,

UNLESS OTHERWISE NOTED. DEMO EXISTING GANG SHOWER MIXING VALVES AS

INDICATED ON PLANS. NOTED PIPING TO REMAIN IS TO INCLUDE BELOW SLAB PIPING

THAT SHALL BE ABANDONED AND CAPPED AT GRADE AND PIPING DOWSTREAM OF

EXISTING ICON SYSTEMS. ALL I-CON SYSTEMS SHALL BE EXISTING TO REMAIN.

2. INSTALL ALL NEW DOMESTIC COLD, HOT, AND HOT WATER RETURN PIPING. THIS

INCLUDES ALL DOMESTIC WATER PIPING BETWEEN THE 4" SERVICE ENTRANCE INTO

THE FACILITY AND EACH EXISTING FIXTURE SUPPLY STOP OR EXISTING ICON SYSTEM.

ALL NEW PIPING SHALL BE SCHEDULE 80 CPVC AND SHALL BE INSTALLED ABOVE

GROUND IN CEILING SPACE. ALL NEW PIPING SHALL BE PROVIDED WITH IDENTIFICATION

IN ACCORDANCE WITH SPECIFICATION 220553. ANY AND ALL PIPING INSTALLED

EXPOSED WITHIN INMATE SPACES SHALL BE PROVIDED WITH A 16 GAUGE STAINLESS

STEEL CHASE. REFER TO DETAIL ON DRAWING P801.

3. REPLACE ALL EXISTING SHUT-OFF VALVES WITH NEW FULL PORT BRONZE BALL

VALVES. A NEW SHUT OFF VALVE SHALL BE PROVIDED UPSTREAM OF EACH DOMESTIC

WATER CONNECTION TO EACH EXISTING ICON SYSTEM. REFER TO SPECIFICATION

220523 FOR ALL SPECIFIC VALVE TYPES AND APPLICATIONS.

4. INSTALL NEW ASSE 1069 MIXING VALVES FOR GANG SHOWERS. REFER TO MIXING

VALVE SCHEDULE ON THIS DRAWING.

5. REPLACE ALL EXISTING SOLENOID VALVES FOR COLD AND HOT WATER SUPPLIES TO

EACH ZONE THROUGHOUT FACILITY. ALL NEW SOLENOID VALVE SHALL BE LEAD FREE

BRASS AND USE EXISTING ELECTRICAL CONNECTIONS. ASCO #210 SOLENOID VALVES

ARE THE BASIS OF DESIGN. REFER TO SOLENOID VALVE SCHEDULE ON THIS DRAWING.

6. PROVIDE NEW HOT WATER SUPPLY TO ALL LAVATORIES IN COMPLIANCE WITH ORANGE

COUNTY CORRECTIONS CURRENT DESIGN STANDARDS. PROVIDE NEW ASSE 1070

MIXING VALVE AT EACH EXISTING LAVATORY.

HW

HW

HW

CW

CW

CW

HWR

HWR

HWR

T

EXISTING HOSE BIBB TO REMAIN

TEMPERED WATER DIVERTER VALVE DV

TW TEMPERED WATER

TWR TEMPERED WATER RETURN

SOLENOID VALVE SCHEDULE

VALVE

SV-A1

SV-A2

SV-B1

SV-B2

VALVE

SIZE SIZE

SV-C1

SV-C2

SV-D1

SV-D2

LOCATION

ZONE A PLUMBING CHASE

SV-E1

SV-E2

NOTES:

1. ALL SOLENOID VALVES SHALL REUSE EXISTING ELECTRICAL CONNECTIONS FROM OLD SOLENOID VALVES.

2. ALL SOLENOID VALVE SHALL BE LEAD FREE BRASS.

3. ASCO SHALL BE THE MANUFACTURE BASIS OF DESIGN FOR SOLENOID VALVES. AN EQUAL OR COMPARABLE

MANUFACTURER MAY BE SUBMITTED FOR ENGINEER REVIEW AND APPROVAL.

CW HW

AREA SERVED

SV-EH1

SV-EH2

SV-SC1 LOCKER ROOM C126

SV-SC2

BASIS OF DESIGN

(MANUFACTURER/MODEL)

ZONE A PLUMBING CHASE

ZONE A

ZONE A

2-1/2"

2"

ASCO #210

ASCO #210

ZONE B PLUMBING CHASE

ZONE B PLUMBING CHASE

ZONE B

ZONE B

2-1/2"

2"

ASCO #210

ASCO #210

SV-C1

SV-C2

ZONE C PLUMBING CHASE

ZONE C PLUMBING CHASE

ZONE C

ZONE C

2-1/2"

2"

ASCO #210

ASCO #210

SV-D1

SV-D2

ZONE D PLUMBING CHASE

ZONE D PLUMBING CHASE

ZONE D

ZONE D

2-1/2"

2"

ASCO #210

ASCO #210

ZONE E PLUMBING CHASE

ZONE E PLUMBING CHASE

ZONE E

ZONE E

2-1/2"

2"

ASCO #210

ASCO #210

SV-H1

SV-H2

ZONE E PLUMBING CHASE

ZONE E PLUMBING CHASE

ZONE H

ZONE H

2-1/2"

2"

ASCO #210

ASCO #210

EAST HOLDING PLUMBING CHASE

EAST HOLDING PLUMBING CHASE

EAST HOLDING

EAST HOLDING

1-1/2"

1"

ASCO #210

ASCO #210

SV-J1

SV-J2 BEHIND OFFICER DESK IN DAYROOM

ZONE J

ZONE J

2"

1-1/2"

ASCO #210

ASCO #210

BEHIND OFFICER DESK IN DAYROOM

LOCKER ROOM C126

STAFF C

STAFF C

2"

2"

ASCO #210

ASCO #210

SV-K2

SV-K2

ZONE K PLUMBING CHASE

ZONE K PLUMBING CHASE

ZONE K

ZONE K

2-1/2"

2"

ASCO #210

ASCO #210

SV-L1

SV-L2

ZONE L PLUMBING CHASE

ZONE L PLUMBING CHASE

ZONE L

ZONE L

2-1/2"

2"

ASCO #210

ASCO #210

SV-SD1

SV-SD2

ZONE L PLUMBING CHASE

ZONE L PLUMBING CHASE

STAFF D

STAFF D

2"

1"

ASCO #210

ASCO #210

VALVE TAG

MIXING VALVE SCHEDULE

MV-1

MV-2

MV-3

NOTES:

1. ALL MIXING VALVES SHALL BE EQUIPPED WITH CPVC ADAPTORS / FITTINGS.

2. ALL MIXING VALVES SHALL BE LEAD FREE BRONZE.

BASIS OF DESIGN

(MANUFACTURER/MODEL)

2"LEONARD #XL-690-2PS-LF

VALVE TAG

CW

CONNECTION

SIZE

HW

CONNECTION

SIZE

TW

CONNECTION

SIZE

2" 2"

SERVING

GANG SHOWERS

3/4"LEONARD #370-LF 3/4" 3/4"3+ LAVATORIES

1/2"LEONARD #320-LF 1/2" 1/2"1-2 LAVATORIES

ASSE

STANDARD

PLUMBING

SYMBOLS LEGEND

P001

ORANGE COUNTY

CORRECTIONS DOMESTIC

PIPING REPLACEMENT

FDC BLDG

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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1400-P001-2020345.DWG

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AutoCAD SHX Text 2020-345

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AS SHOWN

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STATE OF

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AutoCAD SHX Text No. 93562

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AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED BY JULIAN M. HARRIS ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

AutoCAD SHX Text

JULIAN M. HARRIS

AutoCAD SHX Text

FL-93562

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MATCH LINE PD301

MATCH LINE PD303

MATCH LINE PD302MATCH LINE PD301

MATCH LINE PD303

2" CW & 2" TW

2"

1-1/2"

EXISTING

2-1/2" CW

2" HW

1" HWR

1/2" CW (ZONE A1)

UNDERGROUND

TO BE ABANDONED

1-1/2"

2"

1-1/2"

1"

1-1/2"

1" 1"

2" CW & 2" TW

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

2 1/2" CW & 2" HW

3/4" CW & 3/4" HW

2"

1"

2 1/2" CW & 2" HW

3/4" CW & 3/4" HW

1/2" CW UNDERGROUND

TO BE ABANDONED

EXISTING

2-1/2" CW

2" HW

1" HWR

1/2" CW (ZONE C)

UNDERGROUND

TO BE ABANDONED

3/4" CW & 3/4" HW

2 1/2" CW & 2" HW

2 1/2" CW & 2" HW

2-1/2"

1"

1"

1-1/2"

1 1/2"

EXISTING 1/2" CW RUN

UNDERGROUND

TO REMAIN.

EXISTING SHUT

OFF VALVE IN

VALVE BOX TO

REMAIN

1 1/2"

EXISTING 3" CW,

2" HW, 1" HWR,

2" TW & 2-1/2" CW

TO BE REMOVED

1 1/2" CW DN

(TYP. FOR 2)

EXISTING MV TO

BE REMOVED

EXISTING

3" CW

2" HW

1" HWR

2" TW2

1/2" CW (ZONE C)

TO BE REMOVED

EXISTING SOLENOID

VALVES TO BE

REMOVED

EXISTING SOLENOID

VALVES TO BE

REMOVED

2" TW

1/2" CW UNDERGROUND

TO BE ABANDONED

ZONE B ZONE C

ZONE A ZONE D

1"

2 1/2" CW & 2" HW

EXISTING SOLENOID

VALVES TO BE

REMOVED

EXISTING MV TO

BE REMOVED

1 1/2"

EXISTING

2-1/2" CW

2" HW

1" HWR

1/2" CW (ZONE A)

UNDERGROUND

TO BE ABANDONED

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

1/2" CW UNDERGROUND

TO BE ABANDONED

1/2" CW UNDERGROUND

TO BE ABANDONED

1"

EXISTING SOLENOID

VALVES TO BE

REMOVED

1-1/2"

EXISTING

3" CW, 2" HW

1" HWR, 2" TW

2 1/2" CW (ZONE D)

TO BE REMOVED

EXISTING

2-1/2" CW

2" HW

1" HWR

1/2" CW (ZONE A4)

UNDERGROUND

TO BE ABANDONED

2" TW

1"

2" TW

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

3/4"

3/4"

3/4"

3/4"

3/4" CW & 3/4" HW

2 1/2" CW & 2" HW

EXISTING MV TO

BE REMOVED

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

HOSE BIBB EXISTING

TO REMAIN.

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

EXISTING MV TO

BE REMOVED

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

1 1

1 1

1 1 1

GENERAL NOTES:

a. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING

CODE 8TH EDITION (2023) AND THE FLORIDA BUILDING

CODE 8TH EDITION (2023), PLUMBING.

b. THE SCOPE OF THIS PROJECT INCLUDES REMOVING ALL

ACCESSIBLE DOMESTIC WATER PIPING AND REPLACING

WITH NEW SCHEDULE 80 CPVC DOMESTIC WATER

PIPING. ALL NEW PIPING SHALL BE ROUTED OVERHEAD

EXCEPT WHERE NOTED OTHERWISE. REFER TO

RENOVATION PLANS FOR NEW PIPE ROUTING.

c. FIXTURES USED BY INMATES HAVE WATER SUPPLIES

CONTROLLED BY I-CON ELECTRONIC PLUMBING

CONTROL SYSTEMS. ANY DOMESITC WATER PIPING

DOWNSTREAM AND CONTROLLED BY AN I-CON SYSTEM

SHALL BE EXISTING TO REMAIN. DOMESITC WATER

PIPING SHALL BE REMOVED AND REPLACED UP TO THE

SHUT-OFF VALVES IMMEDIATELY UPSTREAM OF THE

I-CON SYSTEM SOLENOID VALVES.

d. ALL VALVES ASSOCIATED TO THE DOMESTIC WATER

SYSTEM ARE TO BE REMOVED AND REPLACED WITH

NEW. THIS INCLUDES SHUT-OFF VALVES, CHECK VALVES,

SOLENOID VALVES, MIXING VALVS, AND SOLENOID

VALVES.

e. ALL DEMOLITION WORK SHALL INCLUDE CAPPING ALL

EXISTING PLUMBING SYSTEMS IN A TEMPORARY OR

PERMANENT MANNER. ALL ACCESSIBLE UNUSED PIPING

AND/OR EQUIPMENT SHALL BE REMOVED AND

PROPERLY DISPOSED.

f. ALL BOLD LINEWEIGHT INDICATES SYSTEM TO BE

REMOVED.

g. ALL EXISTING WORK SHOWN ON THIS PLAN HAS BEEN

TAKEN FROM AS BUILTS DATED 07/31/2001. THE

CONTRACTOR SHALL FIELD VERIFY THE INFORMATION

SHOWN WITHIN THESE DOCUMENTS AND ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT / ENGINEER PRIOR TO DEMOLITION.

h. ALL WALL AND OR FLOOR FINISHES SHOULD BE

REPAIRED AFTER DEMOLITION TO MATCH THE EXISTING

CONDITIONS. REFER TO ARCHITECTURAL AS-BUILTS FOR

WALL AND CEILING TYPES.

i. ALL UNDERGROUND DOMESTIC WATER PIPING SHALL BE

ABANDONED IN PLACE UNLESS OTHERWISE NOTED.

PLAN KEY NOTES:

1. REMOVAL OF EXISTING PIPING UP TO EXISTING I-CON

ONLY. EXISTING PIPING BEYOND I-CON SYSTEM TO

EXISTING FIXTURES CONTROLLED BY I-CON SYSTEM TO

REMAIN.

2. COORDINATE SHUT-OFF OF MAIN WATER SERVICE WITH

FACILITY PRIOR TO REMOVAL /CONNECTION OF ANY

PIPING TO MAIN DOMESTIC WATER LINE.

PLUMBING DEMO FLOOR PLAN - A

PLUMBING DEMO

FLOOR PLAN - A

PD301

00 8' 16'4'SCALE: 1/8"=1'-0"

N

ORANGE COUNTY

CORRECTIONS DOMESTIC

PIPING REPLACEMENT

FDC BLDG

KEY PLAN

A B

C D

N

N.T.S

AutoCAD SHX Text

ELECTRICAL

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OFFICE

AutoCAD SHX Text C161

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HOLDING

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AutoCAD SHX Text

HOLDING

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CORRIDOR

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TOILET

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OFFICE

AutoCAD SHX Text A102

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STORAGE

AutoCAD SHX Text A103

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CLASSROOM

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JANITOR

AutoCAD SHX Text A114

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AREA

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SLEEPING

AutoCAD SHX Text A111

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SALLYPORT

AutoCAD SHX Text A100

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TOILETS

AutoCAD SHX Text A116

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TOILETS

AutoCAD SHX Text A115

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AREA

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SLEEPING

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ACTIVITY

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INDOOR

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RECREATION

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OUTDOOR

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DAYROOM

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AREA

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SLEEPING

AutoCAD SHX Text A121

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TOILETS

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TOILETS

AutoCAD SHX Text A126

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SHOWERS

AutoCAD SHX Text A127

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AREA

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SLEEPING

AutoCAD SHX Text A128

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DAYROOM

AutoCAD SHX Text A120

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LAUNDRY

AutoCAD SHX Text A113

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STORAGE

AutoCAD SHX Text A112

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STORAGE

AutoCAD SHX Text A122

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JANITOR

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LAUNDRY

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RECREATION

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OUTDOOR

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AREA

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SLEEPING

AutoCAD SHX Text A131

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MECHANICAL

AutoCAD SHX Text A108

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CLASSROOM

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DAYROOM

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DAYROOM

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AREA

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SLEEPING

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STORAGE

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JANITOR

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LAUNDRY

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TOILETS

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TOILETS

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SHOWERS

AutoCAD SHX Text A147

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AREA

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SLEEPING

AutoCAD SHX Text A148

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AREA

AutoCAD SHX Text

SLEEPING

AutoCAD SHX Text A138

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SHOWERS

AutoCAD SHX Text A137

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TOILETS

AutoCAD SHX Text A136

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TOILETS

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LAUNDRY

AutoCAD SHX Text A133

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JANITOR

AutoCAD SHX Text A134

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STORAGE

AutoCAD SHX Text A132

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text A107

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text A106

AutoCAD SHX Text

SHOWERS

AutoCAD SHX Text A117

AutoCAD SHX Text Sheet Number:

AutoCAD SHX Text Issue:

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AutoCAD SHX Text Date

AutoCAD SHX Text No.

AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

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AutoCAD SHX Text

1400-PD301-2020345.DWG

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AutoCAD SHX Text 2020-345

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AS SHOWN

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AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED BY JULIAN M. HARRIS ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

AutoCAD SHX Text

JULIAN M. HARRIS

AutoCAD SHX Text

FL-93562

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PD

MATCH LINE PD302

MATCH LINE PD303

MATCH LINE PD302

2" TW

1"

1 1/2"

EXISTING 4" DOMESTIC WATER

SUPPLY LINE UNDERGROUND TO REMAIN.

EXISTING SHUT

OFF VALVE IN

VALVE BOX TO

REMAIN

4" CW UP

EXISTING

3" CW, 2" HW,

1" HWR, 2" TW &

2" CW (ZONE F)

TO BE REMOVED

1-1/2"

1" 2" TW & 2" CW

1 1/2" TW

EXISTING MV

TO BE REMOVED

2" TW

& 2" CW

1 1/2" 1"

2 1/2" CW & 2" HW

EXISTING

4" CW

2 1/2" HW

1" HWR

1/2" CW (ZONE F)

UNDERGROUND TO

BE ABANDONEDEXISTING 3" CW,

2" HW, 1" HWR,

2" TW & 2-1/2" CW

(ZONE F)

TO BE REMOVED

1 1/2"

EXISTING MV TO

BE REMOVED

2"

1"

2 1/2" CW & 2" HW

3/4" CW

& 3/4" HW

1"

EXISTING

SOLENOID VALVES

TO BE REMOVED

1"

3/4" (TYP.)

1/2" UNDERGROUND

TO BE ABANDONED

EXISTING

2 1/2" CW

2" HW

1" HWR

1/2" CW (ZONE G)

UNDERGROUND TO

BE ABANDONED

1/2" UNDERGROUND

TO BE ABANDONED

3/4"CW & 3/4" HW

EXISTING MV TO

BE REMOVED

1"

3/4" (TYP.)

EXISTING 3/4" CW

RUN UNDERGROUND

TO REMAIN

2 1/2" CW & 2" HW

3" HW & 1" HWR UP2"

EXISTING

1" HWR

2" HW

3" CW

TO BE REMOVED

1 1/2"

VC-C1

3" HW & 1" HWR3" CW

1 1/2"

ZONE F

ZONE E ZONE H

ZONE G

1"

2" TW

3/4" CW & 3/4" HW

2 1/2" CW & 2" HW

EXISTING MV TO

BE REMOVED

3/4"

EXISTING SOLENOID

VALVES TO BE

REMOVED

HOSE BIBB EXISTING

TO REMAIN.

2" CW & 2" TW

2 1/2" CW & 2" HW

3/4" CW & 3/4" HW

1"

2 1/2" CW & 2" HWEXISTING SOLENOID

VALVES TO BE

REMOVED

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING MV TO

BE REMOVED

1 1/2"

EXISTING

2-1/2" CW

2" HW

1" HWR

1/2" CW (ZONE B4)

UNDERGROUND

TO BE ABANDONED

HOSE BIBB EXISTING

TO REMAIN.

EXISTING

1" HWR

2-1/2" HW

4" CW

UNDERGROUND

TO BE ABANDONED

EXISTING

1" HWR

2-1/2" HW

4" CW

UNDERGROUND

TO BE ABANDONED

EXISTING

3" CW

3" HW

1" HWR

1/2" CW (ZONE B2)

UNDERGROUND

TO BE ABANDONED

1/2" CW UNDERGROUND

TO BE ABANDONED

2-1/2" HW

1/2" CW UNDERGROUND

TO BE ABANDONED

2"

HOSE BIBB EXISTING

TO REMAIN.

3/4" 1-1/2"

EXISTING 1/2" CW

UNDERGROUND

TO REMAIN

HOSE BIBB EXISTING

TO REMAIN.

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

EXISTING SOLENOID

VALVE TO BE

REMOVED

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

HOSE BIBB EXISTING

TO REMAIN.

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

EXISTING I-CON

VALVE SYSTEM

TO REMAIN

2"

EXISTING SOLENOID

VALVES TO BE

REMOVED

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

EXISTING I-CON SHOWER

VALVE SYSTEM TO REMAIN

HOSE BIBB EXISTING

TO REMAIN.

EXISTING 3/4" CW

RUN UNDERGROUND

TO REMAIN

1 1

1 1 1

1 1

1 1

GENERAL NOTES:

a. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING

CODE 8TH EDITION (2023) AND THE FLORIDA BUILDING

CODE 8TH EDITION (2023), PLUMBING.

b. THE SCOPE OF THIS PROJECT INCLUDES REMOVING ALL

ACCESSIBLE DOMESTIC WATER PIPING AND REPLACING

WITH NEW SCHEDULE 80 CPVC DOMESTIC WATER

PIPING. ALL NEW PIPING SHALL BE ROUTED OVERHEAD

EXCEPT WHERE NOTED OTHERWISE. REFER TO

RENOVATION PLANS FOR NEW PIPE ROUTING.

c. FIXTURES USED BY INMATES HAVE WATER SUPPLIES

CONTROLLED BY I-CON ELECTRONIC PLUMBING

CONTROL SYSTEMS. ANY DOMESITC WATER PIPING

DOWNSTREAM AND CONTROLLED BY AN I-CON SYSTEM

SHALL BE EXISTING TO REMAIN. DOMESITC WATER

PIPING SHALL BE REMOVED AND REPLACED UP TO THE

SHUT-OFF VALVES IMMEDIATELY UPSTREAM OF THE

I-CON SYSTEM SOLENOID VALVES.

d. ALL VALVES ASSOCIATED TO THE DOMESTIC WATER

SYSTEM ARE TO BE REMOVED AND REPLACED WITH

NEW. THIS INCLUDES SHUT-OFF VALVES, CHECK VALVES,

SOLENOID VALVES, MIXING VALVS, AND SOLENOID

VALVES.

e. ALL DEMOLITION WORK SHALL INCLUDE CAPPING ALL

EXISTING PLUMBING SYSTEMS IN A TEMPORARY OR

PERMANENT MANNER. ALL ACCESSIBLE UNUSED PIPING

AND/OR EQUIPMENT SHALL BE REMOVED AND

PROPERLY DISPOSED.

f. ALL BOLD LINEWEIGHT INDICATES SYSTEM TO BE

REMOVED.

g. ALL EXISTING WORK SHOWN ON THIS PLAN HAS BEEN

TAKEN FROM AS BUILTS DATED 07/31/2001. THE

CONTRACTOR SHALL FIELD VERIFY THE INFORMATION

SHOWN WITHIN THESE DOCUMENTS AND ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT / ENGINEER PRIOR TO DEMOLITION.

h. ALL WALL AND OR FLOOR FINISHES SHOULD BE

REPAIRED AFTER DEMOLITION TO MATCH THE EXISTING

CONDITIONS. REFER TO ARCHITECTURAL AS-BUILTS FOR

WALL AND CEILING TYPES.

i. ALL UNDERGROUND DOMESTIC WATER PIPING SHALL BE

ABANDONED IN PLACE UNLESS OTHERWISE NOTED.

PLAN KEY NOTES:

1. REMOVAL OF EXISTING PIPING UP TO EXISTING I-CON

ONLY. EXISTING PIPING BEYOND I-CON SYSTEM TO

EXISTING FIXTURES CONTROLLED BY I-CON SYSTEM TO

REMAIN.

2. COORDINATE SHUT-OFF OF MAIN WATER SERVICE WITH

FACILITY PRIOR TO REMOVAL /CONNECTION OF ANY

PIPING TO MAIN DOMESTIC WATER LINE.

PLUMBING DEMO FLOOR PLAN - B

PLUMBING DEMO

FLOOR PLAN - B

PD302

00 8' 16'4'SCALE: 1/8"=1'-0"

N

ORANGE COUNTY

CORRECTIONS DOMESTIC

PIPING REPLACEMENT

FDC BLDG

KEY PLAN

A B

C D

N

N.T.S

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text C167

AutoCAD SHX Text

HOLDING

AutoCAD SHX Text C171

AutoCAD SHX Text

HOLDING

AutoCAD SHX Text C170

AutoCAD SHX Text

PLUMBING

AutoCAD SHX Text C174

AutoCAD SHX Text

PLUMBING

AutoCAD SHX Text C174

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text B102

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text B103

AutoCAD SHX Text

CLASSROOM

AutoCAD SHX Text B101

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text B114

AutoCAD SHX Text

AREA

AutoCAD SHX Text

SLEEPING

AutoCAD SHX Text B111

AutoCAD SHX Text

SALLYPORT

AutoCAD SHX Text B100

AutoCAD SHX Text

TOILETS

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AutoCAD SHX Text Sheet Number:

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AutoCAD SHX Text No.

AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF SGM ENGINEERING, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH THE ENGINEER. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

AutoCAD SHX Text Seal:

AutoCAD SHX Text Sheet Name:

AutoCAD SHX Text Project Name:

AutoCAD SHX Text Client Name:

AutoCAD SHX Text

1400-PD301-2020345.DWG

AutoCAD SHX Text Drawing File Name:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Engineer of Record:

AutoCAD SHX Text License Number:

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AutoCAD SHX Text 2020-345

AutoCAD SHX Text Project Number:

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AS SHOWN

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STATE OF

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AutoCAD SHX Text No. 93562

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AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED BY JULIAN M. HARRIS ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

AutoCAD SHX Text

JH

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JULIAN M. HARRIS

AutoCAD SHX Text

FL-93562

CH

L

IN

E

PD

M

AT

CH

L

IN

E

PD

MATCH LINE PD302

MATCH LINE PD303

MATCH LINE PD302MATCH LINE PD301

MATCH LINE PD303

M

AT

CH

L

IN

E

PD

M

AT

CH

L

IN

E

PD

3" HW & 1" HWR UP2"

EXISTING

1" HWR

2" HW

3" CW

TO BE REMOVED

1 1/2"

EXISTING

2 1/2" CW

2" HW

1" HWR

TO BE REMOVED

1/2" CW DN

1 1/2" CW

1 1/2" 1/2"

EXISTING

2 1/2" CW

2" HW

1" HWR

TO BE REMOVEDEXISTING

2 1/2" CW

2" HW

1" HWR

TO BE REMOVED

2" CW & 1/2" TW DN1 1/2" CW DN

2" CW & 1 1/2" TW

3/4"

1 1/2" CW & 1/2" TW

3/4" CW & 3/4" TW

3/4" CW & 3/4" TW DN

1 1/2"

1/2"

1/2"

EXISTING

2 1/2" CW

1 1/2" HW

1" HWR

TO BE REMOVED

2" CW & 1 1/4" TW

1" TW

3/4" TW & 3/4" CW

1/2" CW

1 1/2" CW UP

TO FIXTURES

(TYP. FOR 3)

EXISTING 1 1/2" CW

UNDERGROUND TO

REMAIN

EXISTING 1/2" CW

UNDERGROUND TO

REMAIN

1/2" CW DN

VC-C1

2"

1 1/2"

1 1/2" CW DN

1" CW DN TO

ICE MACHINE

3/4" CW & 3/4" TW3/4" CW & 3/4" TW

1" CW

1 1/4" CW & 1" TW

1 1/2" CW & 1" TW

1/2" CW & 1/2" TW

3/4" CW & 3/4" TW

1 1/2" CW & 1" TW

1" CW & 3/4" TW

1/2" CW & 1/2" TW

3/4" CW & 1/2" TW DN

EXISTING DENTAL

UTILITY BOX(S) TO

REMAIN

EXISTING 3/4" CW

UNDERGROUND

TO REMAIN.

1 1/2" CW & 3/4" TW

1 1/2" CW & 1" TW

2" CW & 1 1/4" TW3/4"

2"

2 1/2" CW & 2" HW

2" CW & 1 1/2" TW

1/2" TW DN

2" CW & 1 1/4" TW

1" CW & 1" TW

3/4" CW & 3/4" TW

3/4" CW & 3/4" TW

2" CW & 3/4" TW

2" CW

2" CW DN

1 1/2" CW DN

3/4" CW & 3/4" HW

EXISTING

2 1/2" CW

1 1/2" HW

1" HWR

TO BE REMOVED

3/4" CW & 1/2" TW

1/2" CW & 1/2"

TW DN

EXISTING

1 1/2" HW

1 1/4" TW

1 1/2" CW

TO BE REMOVED

2" CW2" CW DN

EXISTING 1/2" CW

RUN UNDERGROUND

TO REMAIN

1/2"

EXISTING 2" CW

UNDERGROUND

TO REMAIN

EXISTING 2" CW

UNDERGROUND TO

REMAIN

2"

2"

1 1/2"

1 1/2" CW DN

(TYP. FOR 2)

EXISTING 1/2" CW

UNDERGROUND TO

REMAIN

1/2" CW RUN

UNDERGROUND TO

BE ABANDONED

1 1/2" DN

1 1/2" CW & 1 1/4" TW

1/2" CW UP TO

SINK TO REMAIN

1 1/2" CW UP

3/4" CW & 3/4" HW

2 1/2" CW & 2" HW

3/4" CW & 3/4" HW

2 1/2" CW & 2" HW

2 1/2" CW & 2" HW

3/4" CW & 3/4" HW

VALVE SYSTEM

TO REMAIN2-1/2" HW

ZONE J

HOSE BIBB EXISTING

TO REMAIN.

EXISTING MV TO

BE REMOVED

EXISTING SOLENOID

VALVES TO BE

REMOVED

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

HOSE BIBB EXISTING

TO REMAIN.

EXISTING MV TO

BE REMOVED

EXISTING SOLENOID

VALVES TO BE

REMOVED

HOSE BIBB EXISTING

TO REMAIN.

EXISTING SOLENOID

VALVES TO BE

REMOVED

1 1 1

GENERAL NOTES:

a. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING

CODE 8TH EDITION (2023) AND THE FLORIDA BUILDING

CODE 8TH EDITION (2023), PLUMBING.

b. THE SCOPE OF THIS PROJECT INCLUDES REMOVING ALL

ACCESSIBLE DOMESTIC WATER PIPING AND REPLACING

WITH NEW SCHEDULE 80 CPVC DOMESTIC WATER

PIPING. ALL NEW PIPING SHALL BE ROUTED OVERHEAD

EXCEPT WHERE NOTED OTHERWISE. REFER TO

RENOVATION PLANS FOR NEW PIPE ROUTING.

c. FIXTURES USED BY INMATES HAVE WATER SUPPLIES

CONTROLLED BY I-CON ELECTRONIC PLUMBING

CONTROL SYSTEMS. ANY DOMESITC WATER PIPING

DOWNSTREAM AND CONTROLLED BY AN I-CON SYSTEM

SHALL BE EXISTING TO REMAIN. DOMESITC WATER

PIPING SHALL BE REMOVED AND REPLACED UP TO THE

SHUT-OFF VALVES IMMEDIATELY UPSTREAM OF THE

I-CON SYSTEM SOLENOID VALVES.

d. ALL VALVES ASSOCIATED TO THE DOMESTIC WATER

SYSTEM ARE TO BE REMOVED AND REPLACED WITH

NEW. THIS INCLUDES SHUT-OFF VALVES, CHECK VALVES,

SOLENOID VALVES, MIXING VALVS, AND SOLENOID

VALVES.

e. ALL DEMOLITION WORK SHALL INCLUDE CAPPING ALL

EXISTING PLUMBING SYSTEMS IN A TEMPORARY OR

PERMANENT MANNER. ALL ACCESSIBLE UNUSED PIPING

AND/OR EQUIPMENT SHALL BE REMOVED AND

PROPERLY DISPOSED.

f. ALL BOLD LINEWEIGHT INDICATES SYSTEM TO BE

REMOVED.

g. ALL EXISTING WORK SHOWN ON THIS PLAN HAS BEEN

TAKEN FROM AS BUILTS DATED 07/31/2001. THE

CONTRACTOR SHALL FIELD VERIFY THE INFORMATION

SHOWN WITHIN THESE DOCUMENTS AND ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT / ENGINEER PRIOR TO DEMOLITION.

h. ALL WALL AND OR FLOOR FINISHES SHOULD BE

REPAIRED AFTER DEMOLITION TO MATCH THE EXISTING

CONDITIONS. REFER TO ARCHITECTURAL AS-BUILTS FOR

WALL AND CEILING TYPES.

i. ALL UNDERGROUND DOMESTIC WATER PIPING SHALL BE

ABANDONED IN PLACE UNLESS OTHERWISE NOTED.

PLAN KEY NOTES:

1. REMOVAL OF EXISTING PIPING UP TO EXISTING I-CON

ONLY. EXISTING PIPING BEYOND I-CON SYSTEM TO

EXISTING FIXTURES CONTROLLED BY I-CON SYSTEM TO

REMAIN.

2. COORDINATE SHUT-OFF OF MAIN WATER SERVICE WITH

FACILITY PRIOR TO REMOVAL /CONNECTION OF ANY

PIPING TO MAIN DOMESTIC WATER LINE.

PLUMBING DEMO FLOOR PLAN - C

PLUMBING DEMO

FLOOR PLAN - C

PD303

00 8' 16'4'SCALE: 1/8"=1'-0"

N

ORANGE COUNTY

CORRECTIONS DOMESTIC

PIPING REPLACEMENT

FDC BLDG

KEY PLAN

A B

C D

N

N.T.S

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RECREATION

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OUTDOOR

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STORAGE

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JANITOR

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MECH

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CELL

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CELL

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CLASSROOM

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CLINIC

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CORRIDOR

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HOLDING

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INTERVIEW

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VISITOR

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VISITOR

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INTERVIEW

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CORRIDOR

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CORRIDOR

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CORRIDOR

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CELL

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CELL

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CELL

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CELL

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DAYROOM

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SHWR.

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SHWR.

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CAPTAIN'S

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MAJOR'S

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ROOM

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LOCKER

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CORRIDOR

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CONTROL

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CORR.

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CORR.

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LOBBY

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JANITOR

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JANITOR

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TOILET

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STAFF

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RECORDS

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OPEN

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CONFERENCE

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COMPUTER

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SEARCH

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STRIP

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EXAM

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PANTRY

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EQUIP.

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MAINT.

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SALLYPORT

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VEHICLE

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ARRAIGNMENT

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VIDEO

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ELECTRICAL

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HOLDING

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CORRIDOR

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STORAGE

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JAN

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X-RAY

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PLUMBING

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TOILET

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LAUNDRY

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CART

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VEHICLE

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UNLOADING

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AREA

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CORRIDOR

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AutoCAD SHX Text 2018 SGM ENGINEERING, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR…