Clay_Co_FS24_Plumb_(2026_01-02)_Bid_Set.pdf

TD-1 TD-1 TD-1 TD-1

TD-1TD-1TD-1TD-1

P201

P201

P201

P201

OIL/WATER/SAND SEPARATOR CALCULATIONS:

APPARATUS BAY FLOOR AREA IS 7061 SQ.FT. 7100

SQ.FT. USED FOR OIL/WATER SEPARATOR SIZING. PER

FLORIDA PLUMBING CODE SECTION 1003.4.2.2, PROVIDE

6 CU.FT FOR THE FIRST 100 SQ.FT. AND 1 CU.FT. FOR

EACH ADDITIONAL 100 SQ.FT. MINIMUM 76 CU.FT.

REQUIRED. I CU.FT. = 7.48 GALLONS. MINIMUM

OIL/WATER SEPARATOR SIZE FOR FLOOR AREA IS

568.48 GALLONS.

CO-3

CO-3 CO-3

SEE CIVIL

DWG FOR

CONT.

INV. ELEV.

-2.75'±

SEE CIVIL

DWG FOR

CONT.

INV. ELEV.

-2.75'±

CO-3

FIRE LINE

SHOWN FOR

COORDINATION

SEE CIVIL

DWG FOR

CONT.

SEE CIVIL

DWG FOR

CONT.

TO GREASE

INTERCEPTOR.

SEE CIVIL DWG

FOR CONT.

2 1/2"

CO-3

INV. ELEV.

-2.00'±

3"

TP-2

INV. ELEV.

-5.00'±

CO-3

4" 4" 3"4"4"

CO-2

SEE CIVIL

DWG FOR

CONT.

CO-3

INV. ELEV.

-2.70'±

3"

" 3

3" 3"

CO-2

1 ROOF DRAIN DOWN FROM ROOF.

SEE PLUMBING ROOF PLAN ON SHEET "P1.2" FOR CONT.

HB-1

SHUT-OFF VALVE WITH

VALVE BOX WITH

COVER FLUSH WITH

FINISHED GRADE

LP GAS PIPE BELOW

GRADE TO LP GAS

TANK. MINIMUM 2 PSI.

310 CFH.

SEE CIVIL DWG FOR

CONT.

GAS PRESSURE

REGULATOR

100 CFH @ 11' W.C.

C

F H

' W

.C

/4

1 1/4"

3/4" 2 1/2"

/2

2 1/2"

4"4"

2 1/2"

4"4"

4" 4" 4" 4"

3/4"

/4

3/4" 3/4"

1 1/4"

3/4"

/2

H

W R4

/4

/4

/4

H

W R

/2

2"

4" 4"

2 1/2"

4" 4"

2 1/2"

4" 4" 4"

4"

/2

H

W R

/2

CONNECT TO EQUIPMENT. PROVIDE WITH GAS

PRESSURE REGULATOR AS REQUIRED. COORDINATE

WITH EQUIPMENT MANUFACTURER FOR CONNECTION

REQUIREMENTS.

4 1/2" TRAP PRIMER LINE.

HB-1

HB-1

HB-1

HB-1

HB-1

HB-1

/4

3/4"

1"

/4

/4

HB-1

HB-1

GAS SOLENOID

INTERLOCKED WITH

FIRE ALARM

LOBBY

DAY ROOM

APP BAY

MEN

WOMEN

MEETING

WATCH

UTIL

OFFICE

ELEC

IT

DINING

BUNK1

BUNK2

BUNK3

BUNK4

BUNK5

BUNK6

BUNK8

BUNK9

BUNK10

MAINT

CAPT SUITE

KITCHEN

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PLUMBING

FLOOR PLAN

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P101

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

1/8" = 1'-0"

PLUMBING FLOOR PLAN

PLUMBING FLOOR PLANP101

SHEET NO.

"TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE,

THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE APPLICABLE FIRE-SAFETY

STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH THIS SECTION AND CHANPTER 633, FLORIDA

STATUTES."

SHEET TITLE

P301 RISER DIAGRAMS

PLUMBING SHEET INDEX

LEGEND, SCHEDULE & MISC. DETAILSP401

PLUMBING ROOF PLANP102

P201 ENLARGED PLUMBING PLANS

P302 RISER DIAGRAMS

MISC. DETAILSP402

P303 RISER DIAGRAMS

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 PERMIT REV 1

2 07/19/2024 VE Rev 1

3"VTR 2"VTR

RD-1

40 GPM

RD-1

40 GPM

3"VTR

2"VTR

3"VTR

3"VTR

2"VTR

3"VTR

3"

3"

1 ROOF DRAIN DOWN TO FLOOR BELOW.

SEE PLUMBING FLOOR PLAN ON SHEET "P1.1" FOR CONT.

2 ROOF DRAIN DOWN TO FLOOR BELOW.

SEE ENLARGED PLUMBING PLAN "P1.1A" ON SHEET "P2.1" FOR CONT.

G U

T T

E R

A N

D D

O W

N

S P

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O W

N S

P O

U T

S S

IZ

E

D F

O R

G

P M

G U

T T

E R

A N

D D

O W

N S

P O

U T

S S

IZ

E

D F

O R

G

P M

G U

T T

E R

A N

D D

O

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O W

N S

P O

U T

S S

IZ

E

D F

O R

G

P M

G

U T

T E

R A

N D

D O

W N

S P

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O W

N S

P O

U T

S S

IZ

E

D F

O R

G

P M

G U

T T

E R

A N

D D

O

O U

T S

S

IZ

E D

F O

R

G

P M

GUTTER AND DOWN

SPOUTS SIZED FOR 95 GPM.

GUTTER AND DOWN

SPOUTS SIZED FOR 95 GPM.

G U

T T

E R

A N

D D

O

O U

T S

S

IZ

E D

F O

R

G

P M

G U

T T

E R

A N

D D

O W

N S

P O

U T

IZ

E D

F O

R

G P

M

OVERFLOW SCUPPER

SIZED FOR 40 GPM.

SEE ARCHITECTURAL

PLANS FOR ADDITION

INFORMATION.

OVERFLOW SCUPPER

SIZED FOR 40 GPM.

SEE ARCHITECTURAL

PLANS FOR ADDITION

INFORMATION.

HB-3

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PLUMBING

ROOF PLAN

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P102

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

REVISIONS

# DATE DESCRIPTION

2 12/11/2023 PERMIT REV 2

F-1

FD-1

F-4A

F-13

TP-1

F-1

FD-1

F-4A LI-2

TD-2 WH-2 T

P

-1

TP-2

HD-1

CO-2

CO-2

F-6A

BWV

3"

/4

3" 3" 3"

3/4"

/4

/4

/4

/2

/2

/4

/4

/2

3"

" BV-1

F -1

HB-2

C O

-1

C O

-1

/4

3/4"

F-1

FD-1

F-2

F-3

F-5H F-1

F-1

F-2

F-3

F-3

FD-1

F-5

F-5

F-5

F-5H

FD-1

F-3

F-3

F-1

F-1HD-1

BF-1

F-9

F-9

F-9

WH-1

FD-1

F-8

F-12A

BF-1

F-9

FD-1

F-12

HD-1

TP-2

TP-1

TP-1

TP-2

BV-1

BV-1

F-10

F-8

CO-1

CO-1

F -6C

P -1

CO-1

LI-1

1"

/4

1"

1"

3"

/4

3/4"

/2

/4

/4

4"

3"

4"4"

2"

/2

2"

2"1 1/2"

/2

H

W R

BV-1

BV-1

1/2" HWR

1/2" HWR3/4" HWR

1" HWR

H W

R

H W

R

1 1/4"

1 1/4"

3"3"

CO-2

/4

H

W R

1/2" HWR

/2

3"

2" 2"

2"

1"

1"

/2

3/4"

/4

C

F H

W .C

100 CFH @ 11" W.C.

/4

/2

210 CFH @ 11" W.C.

HB-1

F-6A

FD-1

F-1

F-3

TP-1

F-5

3"

2"

3/4"

1 1/4"

2"

/4

F-1

FD-1

F -3 T

P -1

HD-1

BV-1

1 1/4"

3/4"

1/2" HWR

2"

3"

3"

3"

C O

-1

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ENLARGED

PLUMBING

PLANS

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P201

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

1/4" = 1'-0"

ENLARGED PLUMBING PLAN "P1.1A"

1/4" = 1'-0"

ENLARGED PLUMBING PLAN "P1.1B"

1/4" = 1'-0"

ENLARGED PLUMBING PLAN "P1.1C"

1/4" = 1'-0"

ENLARGED PLUMBING PLAN "P1.1D"

2 STORM DRAIN DOWN FROM ROOF.

SEE PLUMBING ROOF PLAN ON SHEET "P1.2" FOR CONTUATION.

3 STORM DRAIN DOWN FROM ROOF.

SEE PLUMBING ROOF PLAN ON SHEET "P1.2" FOR CONTUATION.

1 1 1 1 1 1 1 1 1

1 SEE PLUMBING FLOOR PLAN ON SHEET "P1.1" FOR CONTUATION.

1 SEE PLUMBING FLOOR PLAN ON SHEET "P1.1" FOR CONTUATION.

1 SEE PLUMBING FLOOR PLAN ON SHEET "P1.1" FOR CONTUATION.

4 1/2" TRAP PRIMER LINE.

2 1/2" TRAP PRIMER LINE.

2 1/2" TRAP PRIMER LINE.

1 SEE PLUMBING FLOOR PLAN ON SHEET "P1.1" FOR CONTUATION.

2 1/2" TRAP PRIMER LINE.

1 1 1 11 1 11

1 1

CONNECT TO EQUIPMENT. PROVIDE WITH GAS PRESSURE

REGULATOR AS REQUIRED. COORDINATE WITH EQUIPMENT

MANUFACTURER FOR CONNECTION REQUIREMENTS.

GAS CONTROL VALVE, INTERLOCK WITH HOOD FIRE PROTECTION

SYSTEM. VALVE FURNISHED BY HOOD FIRE PROTECTION SYSTEM

MANUFACTURER, INSTALLED BY PLUMBING CONTRACTOR.

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 PERMIT REV 1

2 12/11/2023 PERMIT REV 2

3 09/05/2025 90% IRC REVIEW

5 OFFSET VENT IN WALL TO PROVIDE CLEARANCE FOR ELECTRICAL

BOX FOR LIGHT.

5 OFFSET VENT IN WALL TO PROVIDE CLEARANCE FOR ELECTRICAL

BOX FOR LIGHT.

3 OFFSET VENT IN WALL TO PROVIDE CLEARANCE FOR ELECTRICAL

BOX FOR LIGHT.

F-1

FD-1

HD-1

F-3

3"

3"

3"

4" 4"

4"

2"

4"

4"

4"

4"

CO-3

2"VTR

F-3

F-1

FD-1

F-5

SEE CIVIL

DWG. FOR

CONT.

INV. ELEV.

-5.00'±

3" 3"

3" 3"

2"

3"

3"

2"

4"

4"

3"

3"

3" 3"

3"

4"

4"

3"

3"

3"

3"

3"

4"

4"

4"

3" 3"

3"

3"

3"

3"

3"3"

3" 3"

"2

2" 2"

2"

2"

3" 3"

3"

4"

4"

3"

4"

3"

4"

3"

3" 3"

3" 3"

3"

3"

2" 2"

"3

" 3"

SEE CIVIL

DWG. FOR

CONT.

SEE CIVIL

DWG. FOR

CONT.

SEE CIVIL

DWG. FOR

CONT.

SEE CIVIL

DWG. FOR

CONT.

INV. ELEV.

-2.00'±

CO-3

AIR

ADMITTANCE

VALVE

3"

3"

2"VTR

F-5HCO-1

CO-1

CO-3

CO-3

CO-3

CO-2

F-1

F-1

RD-1

HD-1

FD-1

F-1

F-1

F-1

F-2

F-2

FD-1

FD-1

CO-1

CO-1

CO-1

2"

2"

2"

3"2

3"

3"

3"

2"

2"

2"

3"

2"

2" 3

3"

4"

3"

4"

3"

2"

3"

2"

3"

3" 3"

4"

4" 3"

3"4"

3" 3"

3" 2"

"2"

4"

3"

3"

2"

3"

2" 2

F-3

F-3

F-3

F-5

F-5

F-5

F-5H

CO-2

2" 4"

4"

CO-1

CO-1

F-12

TD-1

TD-1

TD-1

TD-1

TD-1

TD-1

TD-1

TD-1

INV. ELEV.

-2.70'±

CO-3

CO-3

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

6"

6"

6"

6"

6"

6"

6"

6"

"3"

3"

CO-2

BWVLI-2

RD-1

2"VTR3"VTR

3"

3"VTR

HD-1

FD-1

F-7

F-6

2"

3"

4"

4"

4"

4"

4"

4"

4"

CO-2

TD-2

CO-1

CO-2

F-11

HD-1

F-6A

4"

3"

3"

3"

3"

2"

3"

2"

2"

3"

3"VTR

CO-2

F-1

F-1

FD-1

FD-1

F-4A

F-4A

F-13

CO-1

F-3

F-3

INV. ELEV.

-2.75'±

INV. ELEV.

-2.75'±

F-8

F-10

FD-1

3"VTR

3"VTR

2"

3"

FD-1

3"

F-6A

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PLUMBING

RISER

DIAGRAMS

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P301

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

1 1/2" TRAP PRIMER LINE.

SANITARY RISER DIAGRAM

NOT TO SCALE

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 PERMIT REV 1

2 12/11/2023 PERMIT REV 2

3 07/19/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

2 OFFSET VENT IN WALL TO PROVIDE CLEARANCE

FOR ELECTRICAL BOX.

HB-1 SA

1"

/4

TP-2

2 1/2"

/2

SEE CIVIL

DWG FOR

CONT.

SHUT-OFF VALVE WITH

VALVE BOX WITH

COVER FLUSH WITH

FINISHED GRADE

HB-1

/4

/4

3/4"

2 1/2"

2 1/2"

2 1/2"

2 1/2"

/4

/4

SASA

SA

F-12

F-3 F-3

F-5H

SA

SASA

/2

/4

TP-2

TP-2

TP-1

F-5H F-5

F-5 F-5

1/2" HWR

1/2" H

WR

3/4" H

WR BV-1

BV-1

TP-2

HB-1

SASA

SA

SA

SA

SA

1" H

WR

1" HWR

1/2" HWR

1/2" HWR

SA

SA

SA

3/4" HWR

E-1

TP-1

WH-2

/4

/4

1 1/4"

3/4" 3/4"

1 1/4" 3/4"3/4"

1 1/4"

/4

/4

/2

/2

/4

/2

"1 /2

1/2"

3/4"

1/2" 1/2"

1/2" H

WR

SA

SA

SA

SA

SA

SA

/2

1/2"

3/4"

3/4"

/4

/4

F-11

F-13

F-1

F-1

F-4A

F-4A

1 1/2"

3/4"

/4

/4

1/2" HWR

SA

SA

TP-1

1"

1 1/2"

/4

"3 /4

/4

/4

1"

1"

1" 1"

1 1/4"

1 1/4"

3/4"

3/4"

/2

/2

/2

/2

/4

/4

/4

/4

F-6A

F-3

F-3

F-3

1/2" H

WR

1/2"

3/4" 1"

1"

1"

1 1/2"

1 1/2" 1 1/2"

2"

2"

2 1/2"

/4

/4

/4

F-1

F-1

F-1

F-6

F-2F-9

F-9

CP-1

WH-1

F-2

BF-1

BF-1

F-9

SA

SA

SA

SA

1/2" HWR

SA

HB-1

F-8

F-10

/4

3/4"

/4

/4

/4

3/4"

3/4" CW & HW

BELOW FINISHED

FLOOR

3/4"

1" 1"

3/4"3/4"

3/4" 3/4"

/4

1"

1 1/2"

2"

2"

1 1/4"

1 1/2"

1 1/2"

2"

/4

/4

1" 1"

2 1/2"

/2

1"

3/4"

3/4" 3/4"

F-1

F-1

1 1/4"1 1/2"

3/4"

1"

1"

2 1/2"

BV-1

2 1/2"

2 1/2"

1/2"

/2

1" 2"

2 1/2"

2 1/2"

BV-1

BV-1

1/2" H

WR

1"

1 1/2"

1 1/4"

1 1/2"

1 1/2"

1" H

WR

/4

/4

1"

1"

/4

/4

/4

/4

F-8

F-12

/4

BV-1

BV-1

3/4" H

WR

1/2" H

WR

1/2" HWR

1/2" HWR

SASA

SA

SA

SA

SA

HB-1

HB-1

3/4"

3/4"

3/4"

1"

3/4"

3/4"

/4

/4 "1

/2

/2

/2

H

W R

3/4" 3/4" 1 1/4"

1 1/4"

1 1/4"

1 1/4"

3/4"

1 1/4"

1 1/2"

1 1/4"

1 1/4"

3/4"

3/4"

/4

/4

/4

/2

/4

/2

H

W R

1"

SA

SA

F-1

F-5

F-3

TP-1

F-1

F-3 TP-1

SA

F-9

HB-1

HB-1

/4

1"

1"

/4

3/4"

/4

/4

1"

1"

/4

/4

HB-1

/4

/4

3/4"

HB-2

3/4"

3/4"

/4

1"

1 1/4"

F-6A

/4

/4

" 3 /4

"3 /4

" 3 /4

/2

HB-3

/4

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PLUMBING

RISER

DIAGRAMS

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P302

BID DOCUMENTS

C L A

Y C

O U

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TY

C L A

Y C

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IR

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TA

TI

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

1 1/2" TRAP PRIMER LINE.

DOMESTIC WATER RISER DIAGRAM

NOT TO SCALE

2 CONNECT TO EQUIPMENT. PROVIDE WITH GAS PRESSURE

REGULATOR AS REQUIRED. COORDINATE WITH EQUIPMENT

MANUFACTURER FOR CONNECTION REQUIREMENTS.

REVISIONS

# DATE DESCRIPTION

FLOWGAS PIPE MAIN

GAS COCK

GAS PRESSURE REGULATOR PER

SPECIFICATIONS AND SCHEDULE.

INSTALL IN ORIENTATION PER

MANUFACTURER REQUIREMENTS.

PROVIDE RELIEF VENT LINE WERE

NOTED ON PLANS.

PIPE INCREASER

CONNECT BRANCH TO

TOP OF MAIN, TO

ALLOW FOR EXPANSION

AND CONTRACTION OF

MAIN PIPE RUN

REFER TO PLANS FOR PIPE SIZE(S). ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST

TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT

MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERIFY CONNECTION LOCATIONS

BEFORE INSTALL PIPE RUNS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING

MATERIALS AND INSTALLATION. PROVIDE GAS COCK, UNION AND DIRT LEG SAME SIZE

AS BRANCH PIPE.

3" LONG LINE SIZE DIRT

LEG WITH MINIMUM 4"

CLEAR BELOW

LINE SIZE TEE, EXIT

THRU SIDE OUTLET

GROUND JOINT PIPE

UNION

INSTALL CAP AND TEE

TEN PIPE DIAMETERS

MINIMUM DOWNSTREAM OF

GAS PRESSURE REGULATOR

PIPE CONTINUATION

TO EQUIPMENT.

PROVIDE REDUCER

AT EQUIPMENT

100 CFH @

11"W

.C.

LP GAS PIPE BELOW

GRADE TO LP GAS

TANK. MINIMUM 2 PSI.

310 CFH.

SEE CIVIL DWG FOR

CONT.

GAS PRESSURE

REGULATOR

C

F H

"W

.C

C

F H

"W

.C

100 CFH @

11"W

.C.

GAS CONTROL VALVE, INTERLOCK WITH HOOD FIRE

PROTECTION SYSTEM. VALVE FURNISHED BY HOOD FIRE

PROTECTION SYSTEM MANUFACTURER, INSTALLED BY

PLUMBING CONTRACTOR.

E-1

E-1

/4

3/4"

3/4"

3/4"

3/4"

1"

EQUIPMENT GAS CONNECTION

SCALE: NTS (KITCHEN EQUIPMMENT ONLY)

GALVANIZED STEEL

GAS MAIN

SEDIMENT TRAP

TO EQUIPMENT

STAINLESS STEEL

FLEX HOSE

QUICK DISCONNECT

GAS

VALVE

EASY

READ

ON/OFF

REQ'D. PIPE SIZE

RANGE

FIXTURE

BUILDING GAS DEMAND

TOTAL CFH

E-1

MARK CONN.

1"

EACH

MBH

EACH

QTY.

ALL

MBH

GRILLEE-1

SYSTEM SIZED FOR 2.0 PSI WITH A PRESSURE DROP OF 1.0 PSI (1.50 SPECIFIC

GRAVITY) AND A DELIVERY OF 11" WC WITH A PRESSURE DROP OF 0.5" WC OR

LESS PER TABLES 402.4(27) AND 402.4(28) OF THE 2003 FLORIDA FUEL GAS CODE.

2 PSI GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 300'.

11" WC GAS PIPE SIZED FOR A TOTAL DEVELOPED LENGTH (TDL) OF 175'.

MBH RATING FOR EQUIPMENT IS DETERMINED BY THE MANUFACTURER.

WHERE NOT PROVIDED AS PART OF THE GAS APPLIANCE, WHERE REQUIRED BY

EQUIPMENT MANUFACTURER, PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL

APPLIANCE (LINE) GAS PRESSURE REGULATORS TO REDUCE GAS SUPPLY PRESSURE

DOWN TO MANUFACTURER REQUIRED APPLIANCE OPERATING PRESSURES. APPLIANCE

(LINE) GAS PRESSURE REGULATORS SHALL COMPLY WITH NFPA, SHALL BE LISTED IN

ACCORDANCE WITH NFPA, AND SHALL BE EQUIPPED WITH AND LABELED FOR

UTILIZATION WITH AN APPROVED FACTORY INSTALLED VENT-LIMITING DEVICE IN

ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND NFPA.

DETAIL - GAS SERVICE ENTRANCE

NOT TO SCALE

GRADEGRADE

GAS PRESSURE

REGULATOR

ELBOW SEISMIC

SWING JOINT (TYP).

UTILITY SERVICE SHUT-OFF

VALVE. LOCKABLE (TYP).

UNION (TYP).

GAS RATED SHUT-OFF

SOLENOID VALVE INTERLOCKED

WITH FIRE ALARM SYSTEM.

GAS METER

SEE SPECIFICATION

SECTION 33-51-15

FOR METER &

REGULATOR

REQUIREMENTS.

GAS PIPING FROM UTILITY, SEE

CIVIL PLANS FOR CONTINUATION. SEE

CIVIL DETAILS REQUIREMENTS

GAS PIPING

TO BUILDING

SCHEDULE 40 STEEL

SLEEVE SIZED TWO

PIPE SIZES LARGER

THAN PIPE LOCATED

WITHIN. SEAL IN

ACCORDANCE WITH

THE 2012

INTERNATIONAL FUEL

GAS CODE.

3/8" GAUGE

VALVE/FITTING WITH

PRESSURE GAGE.

LOCKABLE TYPE.

DIELECTRIC UNION

3/8" GAUGE

VALVE/FITTING WITH

PRESSURE GAGE.

LOCKABLE TYPE.

ELBOW SEISMIC

SWING JOINT (TYP).

CONCRETE

METER PAD

PROVIDE BELOW GRADE PIPE WITH TRACER

WIRE NO. 10 COPPER (THW.)

PROVIDE WARNING TAPE

8" TO 10" BELOW GRADE.

EXTERIOR WALL

SEE ARCHITECTURAL

DRAWINGS FOR WALL

CONSTRUCTION.

GAS METER

(MIN. XXXX MBH

CAPACITY).

DETAIL - GAS PRESSURE REGULATOR

NOT TO SCALE

DETAIL - GAS SERVICE ENTRANCE

NOT TO SCALE

SEE PLAN

FOR

CONT.

METALLIC OR PVC.

TERMINATE SLEEVE

1/2" ABOVE

FINISHED

FLOOR.

SEAL PER ALL

APPLICABLE CODE

REQUIREMENTS.

GAS SERVICE

TO BUILDING

EXTERIOR

WALL

FLOOR

SLEEVE THROUGH

FOUNDATION

WALL.

CONDUIT

VENTED

TO OUTDOORS.

INSECT SCREEN.

SOIL

SEAL PER ALL

APPLICABLE CODE

REQUIREMENTS.

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PLUMBING

RISER

DIAGRAMS

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P303

BID DOCUMENTS

C L A

Y C

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C L A

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

GAS PIPING RISER DIAGRAM

1/8" = 1'-0"

DETAILS4

NEW SHEET

REVISIONS

# DATE DESCRIPTION

1 07/19/2024 VE Rev 1

CL of 3" vent

CL of optional 2" oil draw-off

CL of 3" vent

OUTLET

INLET

CL of 3" vents

Engineered inlet and outlet diffuser (see description)

Static water line

CL of inlet & outlet

Inlet and outlet diffusers w/ inspection port

CL of optional 2" oil draw-off

140140

V

VTR

S

GW

LEGEND

VALVE (NORMAL CLOSE)

PRESSURE RELIEF VALVE

COLD WATER

(EXCEPT OTHERWISE NOTED)

BALL VALVE

UNION

S.A. SHOCK ABSORBER

WALL HYDRANT

HOT WATER

VENT LINE

SANITARY SEWER LINE

VENT THRU ROOF

GAS

EXISTING COLD WATER

EXISTING HOT WATER DEMOLITION

GREASE WASTE LINE

HOT WATER RECIRCULATING

140°F HOT WATER140°F HW RECIRCULATING

CONTROL VALVE/REGULATOR

STRAINER/FILTER

CHECK VALVE

ACCESS PANELA.P.

EXISTING VENT

EXISTING SANITARY SEWER

PIPE RISERS (DROP)

PIPE RISERS (UP)

PIPE END (CAPPED)

FLOOR DRAIN

TRAPPED DRAIN

FLOOR CLEANOUT

WALL CLEANOUT

TRAP

INVERT ELEVATIONINV. EL.

PLUMBING GENERAL NOTES

1. SEE SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

2. COORDINATE HVAC EQUIPMENT AND DUCT LOCATION WITH HVAC CONTRACTOR. SEE MECH

DWGs. FOR ADDITIONAL INFORMATION.

3. DO NOT INSTALL PIPING ABOVE ELECTRICAL PANELS OR EQUIPMENT. COORDINATE ELECTRICAL

PANEL AND EQUIPMENT LOCATION WITH ELECTRICAL CONTRACTOR.

4. RUN ALL HORIZONTAL COLD & HOT WATER PIPING ABOVE CEILINGS UNLESS OTHERWISE NOTED.

5. EXTERIOR HOSE BIBS TO BE LOCATED 18" ABOVE GRADE UNLESS OTHERWISE NOTED.

6. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY WORKMEN

THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE TO PERFORM. ROUGH WORK WILL BE

REJECTED.

7. MAINTAIN A MINIMUM 10' CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR INTAKES AND

SANITARY VENTS.

8. FIELD VERIFY ALL EXISTING PIPING AND PIPING CONNECTION SIZES AND LOCATIONS. EXCEPT

OTHERWISE NOTED ON THE DRAWING, EXISTING CONCEALED PIPING NOT CONNECTED TO NEW

PLUMBING SYSTEM OR FIXTURES SHALL BE CAPPED BEHIND FINISHED WALL OR BELOW FLOOR AND

ABANDONED IN PLACE.

9. PROPERLY CONNECT NEW PLUMBING SYSTEM AND FIXTURES TO EXISTING SYSTEM. PROVIDE

NEW FITTINGS AS REQUIRED FOR PROPER CONNECTION.

10.FIELD VERIFY EXISTING BUILDING STRUCTURAL. NOTIFY GENERAL CONTRACTOR FOR

RESOLUTION IF EXISTING BUILDING STRUCTURE IMPEDES PLUMBING INSTALLATION. SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND INSTRUCTION.

11.DOMESTIC WATER SHUT-OFF VALVES LOCATED ABOVE DRYWALL CEILINGS SHALL BE GROUPED

TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS PANELS IF POSSIBLE. PROVIDE WITH

IDENTIFICATION TAG INDICATING AREAS THE VALVE CONTROLS.

12.CLEANOUTS ON 6" AND SMALLER PIPING SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS

THAN 18" FOR RODDING. CLEANOUTS ON 8" AND LARGER PIPING SHALL BE PROVIDED WITH A

CLEARANCE OF NOT LESS THAN 36" FOR RODDING.

ALL FIXTURES AND TRIM SELECTIONS SUBJECT TO OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL. ALL FIXTURE COLOR AND TRIM FINISH SELECTIONS SUBJECT TO THE OWNER/ARCHITECT/INTERIOR DESIGNER FINAL APPROVAL.

E-1 EQUIPMENT PROVIDED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL REQUIRED ACCESSORIES (ie. WALL SUPPLIES, SUPPLY

LINES, DRAIN LINES, P-TRAP, ETC.) FOR A COMPLETE FINAL CONNECTION TO EQUIPMENT.

F-1 WHITE VITREOUS CHINA FLOOR MOUNTED FLUSH VALVE WATER CLOSET SYSTEM WITH ELONGATED BOWL FOR HANDICAPPED; AMERICAN STANDARD MADERA FLOWISE MODEL 3043.001. WITH AMERICAN STANDARD SELECTRONIC MODEL 606B.721 WITH DUAL FLUSH(1.28/1.1 GPF) HARD WIRED FLUSH VALVE AND AMERICAN STANDARD MODEL 5901.110 ELONGATED HEAVY DUTY BOWL OPEN FRONT SEAT LESS COVER WITH EVERCLEAN SURFACE. PROVIDE WITH AMERICAN STANDARD MODEL PK00.BBU.MAC POWER KIT BOLT CAPS WITH RETAINERS. INSTALL TO

COMPLY WITH A.D.A. REQUIREMENTS.

F-2 WHITE VITREOUS CHINA WALL HUNG FLUSH VALVE URINAL; AMERICAN STANDARD WASHBROOK FLOWISE MODEL 6590.001 WITH WITH AMERICAN STANDARD SELECTRONIC MODEL 606B.013 WITH FLUSH (0.125 GPF) HARD WIRED FLUSH VALVE. PROVIDE WITH FLOOR MOUNTED HEAVY DUTY

CARRIER.

F-3 WHITE VITREOUS CHINA UNDER COUNTER MOUNT LAVATORY FOR HANDICAPPED. KOHLER BRAZN MODELK-21058-0 WITH AMERICAN STANDARD COLONY PRO SINGLE LEVER 4" CENTER-SET FAUCET MODEL 7075.055, MCGUIRE MODEL 155WC OFFSET GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS P-TRAP AND LOOSE T-KEY WALL SUPPLIES. PROVIDE WITH LEONARD POINT OF USE MIXING VALVE MODEL 170 WITH RECESS MOUNTED LOCKING VALVE BOX. INSULATE SUPPLY AND DRAIN LINES TO COMPLY WITH A.D.A. REQUIREMENTS.

F-4 WHITE VITREOUS CHINA WALL HUNG LAVATORY FOR HANDICAPPED. AMERICAN STANDARD LUCERNE MODEL 0355.012 WITH AMERICAN STANDARD COLONY PRO SINGLE LEVER 4" CENTER-SET FAUCET MODEL 7075.055, MCGUIRE MODEL 155WC OFFSET GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS P-TRAP, LOOSE T-KEY WALL SUPPLIES AND HEAVY DUTY CHAIR CARRIER. PROVIDE WITH LEONARD POINT OF USE MIXING VALVE MODEL 170 WITH RECESS MOUNTED LOCKING VALVE BOX. INSULATE SUPPLY AND DRAIN LINES TO COMPLY WITH A.D.A. REQUIREMENTS.

F-4A SAME AS F-4 WITH DIFFERENT FAUCET, AMERICAN STANDARD INNSBROOK BATTERY POWERED SENSOR OPERATED FAUCET MODEL 6055.204 WITH 0.35 GPM SET FOR 7.5 SECOND RUN TIME. PROVIDE WITH 605XTMV1070 THERMOSTATIC MIXING VALVE.

F-5 CUSTOM BUILT CERAMIC TILE SHOWER WITH PRESSURE BALANCE, ANTI-SCALD SHOWER VALVE WITH ADJUSTABLE LIMIT SCREW STOP.

SYMMONS ORIGINS SHOWER SYSTEM MODEL S-9601-PLR-1.5 WITH 1.5 GPM FLOW RESTRICTOR. PROVIDE WITH SCHLUTER - KERDI - LINE DRAIN MODEL KL1V60E90 WITH GRATE KLB19EB90 BRUSHED STAINLESS STEEL TRENCH DRAIN. PROVIDE WITH ALL ACCESSORIES REQUIRED TO

COMPLETE TRENCH DRAIN INSTALLATION.

F-5H CUSTOM BUILT CERAMIC TILE SHOWER WITH PRESSURE BALANCE, ANTI-SCALD SHOWER VALVE WITH ADJUSTABLE LIMIT SCREW STOP AND HAND SPRAY UNIT FOR HANDICAPPED. SYMMONS ORIGINS SHOWER SYSTEM MODEL 9605-PLR-1.5 WITH 1.5 GPM FLOW RESTRICTOR, HAND SPRAY UNIT WITH HOSE, INLINE VACUUM BREAKER, WALL CONNECTION AND 30" SLIDE BAR. PROVIDE WITH SCHLUTER - KERDI - LINE DRAIN MODEL KL1V60E90 WITH GRATE KLB19EB90 BRUSHED STAINLESS STEEL TRENCH DRAIN. PROVIDE WITH ALL ACCESSORIES REQUIRED TO

COMPLETE TRENCH DRAIN INSTALLATION.

F-6 FLOOR MOUNTED OF MOLDED STONE TYPE MOP SINK. FIAT MODEL TSBC1611 WITH 1453-BB STAINLESS STEEL STRAINER DRAIN, MSG-2424 WALL GUARD, 889-CC WALL MOUNTED MOP HANGER AND ELKAY LK-401 FAUCET WITH VACUUM BREAKER AND INTEGRAL STOPS.

F-6A FLOOR MOUNTED OF MOLDED STONE TYPE MOP SINK. FIAT MODEL TSB3003 WITH 1453-BB STAINLESS STEEL STRAINER DRAIN, MSG-24 AND MSG36 WALL GUARDS, 889-CC WALL MOUNTED MOP HANGER AND ELKAY LK-401 FAUCET WITH VACUUM BREAKER AND INTEGRAL STOPS.

F-7 RECESS WAL MOUNTED LAUNDRY MACHINE SUPPLY SUPPLIES AND DRAIN FIXTURE WITH INTEGRAL WATER HAMMER ARRESTORS. PRECISION

PLUMBING PRODUCTS MODEL MM-500 MLB.

F-8 INTEGRAL 18 GA. A.D.A. COMPLIANT DOUBLE COMPARTMENT STAINLESS STEEL SINK FOR HANDICAPPED, WITH MOEN ALIGN MODEL 7565 FAUCET WITH PULL-OUT SPRAY AND STAINLESS STEEL FINISH, LK-35L DRAINS, 17 GA. OFF-SET CAST BRASS P-TRAP AND CAST BRASS WALL SUPPLIES.

INSULATED DRAIN LINE AND SUPPLIES TO COMPLY WITH A.D.A. REQUIREMENTS. PROVIDE WITH HEAVY DUTY ½ HP 120 VOLT GARBAGE DISPOSAL, EMERSON MODEL BADGER 5 WITH DISHWASHER DRAIN CONNECTION, SUPPLY DISPOSER FLANGE, STOPPER AND ALL NECESSARY ACCESSORIES

FOR A COMPLETE INSTALLATION.

F-9 REFRIGERATOR/ICE MAKER WATER SUPPLY BOX WITH INTEGRAL WATER HAMMER ARRESTORS. PRECISION PLUMBING PRODUCTS MODEL

MM-500 MIMB.

F-10 INTEGRAL 18 GA. A.D.A. COMPLIANT SINGLE COMPARTMENT STAINLESS STEEL SINK FOR HANDICAPPED, WITH MOEN ALIGN MODEL 7565 FAUCET WITH PULL-OUT SPRAY AND STAINLESS STEEL FINISH, LK-35L DRAINS, 17 GA. OFF-SET CAST BRASS P-TRAP AND CAST BRASS WALL SUPPLIES.

INSULATED DRAIN LINE AND SUPPLIES TO COMPLY WITH A.D.A. REQUIREMENTS.

F-11 CUSTOM 16 GAGE 304 STAINLESS STEEL SINK AERO MODEL F1L SERIES, SINGLE BOWL SINK WITH LEFT DRAINBOARD. PROVIDE WITH ELKAY 8" CENTERSET WALL MOUNT FAUCET MODEL LK940HA08T6H WITH 8" HIGH ARC SPOUT AND 6" WRISTBLADE HANDLES. PROVIDE WITH STAINLESS

STEEL BASKET STRAINER DRAIN.

F-12 WALL HUNG 14 GA. STAINLESS STEEL SERVICE SINK; ELKAY MODEL ESSW-2319-C WITH ELKAY LK-940C FAUCET AND LK-173 CAST IRON P-TRAP AND DRAIN CONNECTION. PROVIDE FAUCET WITH INTEGRAL STOPS, VACUUM BREAKER AND WALL BRACKET.

12A WHITE LAUNDRY SINK WITH WHITE ENAMEL STEEL LEGS FOR FLOOR MOUNTING. MUSTEE MODEL 19F WITH MODEL 93.600 DECK MOUNT FAUCET, P-TRAP, DRAIN AND WALL SUPPLIES.

F-13 WALL HUNG MULTI-LEVEL BARRIER FREE WATER COOLER WITH BOTTLE FILLER. ONE FOUNTAIN SHALL BE WHEEL CHAIR ACCESSIBLE. ELKAY MODEL LZSTL8WSLK. PROVIDE WATER COOLER WITH STAINLESS STEEL FINISHING AND FLOOR MOUNTED CARRIER. WATER COOLER SHALL BE FOR 120 VOLTS, SINGLE PHASE SERVICE. PROVIDE WITH CANE APRON ELKAY MODEL LKPREZL INSTALLED PER MANUFACTURE INSTRUCTION.

BF-1

DOUBLE CHECK BACKFLOW PREVENTER WITH LEAD FREE CONSTRUCTION, WATTS SERIES LF7. PROVIDE UNIT WITH STRAINER AND SHUT-OFF

VALVES.

BV-1

BALANCING VALVE WITH LEAD FREE CONSTRUCTION, THERM OMEGA TECH MODEL CSUAS WITH UNIONS, STRAINER AND ISOLATION VALVES, PROVIDE PIPE SIZED VALVE. SEE DRAWING FOR PIPE SIZE AND FLOW.

BWV

BACKWATER VALVE, J.R. SMITH 7022. PROVIDE WITH VALVE BOX WITH TOP FLUSH WITH FINISHED GRADE/FLOOR.

CO-1

WALL CLEANOUT, ZURN Z1446-BP-VP WITH VANDAL PROOF SCREW, BRONZE PLUG AND STAINLESS STEEL COVER.

CO-2

FLOOR CLEANOUT, ZURN ZS1400-BP-VP WITH ROUND EXTRA-HEAVY-DUTY STAINLESS STEEL TOP WITH VANDAL PROOF SCREWS AND BRONZE

PLUG.

CO-3

FLOOR CLEANOUT, ZURN ZB1400-BP-HD-VP WITH EXTRA HEAVY DUTY VENEER TOP WITH VANDAL PROOF SCREWS AND BRONZE CLOSURE PLUG.

CP-1

IN-LINE LEAD FREE HOT WATER CIRCULATION PUMP WITH STAINLESS STEEL CONSTRUCTION AND BUILT-IN SPEED CONTROL AND TEMPERATURE SENSOR. BELL AND GOSSETT MODEL ECOCIRC-XL-N-55-45. SYSTEM LUBRICATED CIRCULATOR WITH 208 VOLTS/ 1 PHASE, 1/2 HP MOTOR. PUMP CAPACITY SHALL BE 6 GPM AT 33 FT. HEAD. INSTALL PER MANUFACTURES RECOMMENDATIONS. COORDINATE WITH OWNER TO CONFIRM CONNECTION TO BUILDING MANAGEMENT SYSTEM IS DESIRED. IF SO, PROVIDE ALL ACCESSORIES REQUIRED FOR CONNECTION TO BUILDING

MANAGEMENT SYSTEM.

FD-1

FLOOR DRAIN; ZURN MODEL Z415-S-VP-P-Y WITH 6" X 6" SQUARE NICKLE BRONZE VANDAL-PROOF SECURE TOP, 1/2" TRAP SEAL PRIMER

CONNECTION AND SEDIMENT BUCKET.

FD-2

FLOOR DRAIN WITH HEAVY DUTY NICKEL BRONZE VANDAL-PROOF TOP, ZN505-P-Y-VP 1/2" TRAP PRIMER CONNECTION AND SEDIMENT BUCKET.

HB-1

RECESS WALL MOUNTED FREEZELESS HYDRANT WITH CHROME FINISH, WOODFORD MODEL B65. PROVIDE UNIT WITH LOCKABLE COVER AND

VACUUM BREAKER.

HB-2

WALL MOUNTED FREEZELESS HYDRANT WITH CHROME FINISH, WOODFORD MODEL 65 WITH VACCUM BREAKER.

HB-3

ROOF MOUNTED FREEZELESS HYDRANT, WOODFORD MODEL RHY1-MS WITH 1/8" DRAIN HOLE AND VACUUM BREAKER. TERMINATE DRAIN AT

FLOOR DRAIN IN DECON ROOM.

LI-1

LINT INTERCEPTOR, ENVIRONMENTAL ENHANCEMENTS MODEL LUV-R.

LI-2

ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL LINT INTERCEPTOR RATED FOR 70 GPM; ZURN MODEL Z1185-130-7-E WITH ACCESS COVER EXTENSION AS REQUIRED, 2" VENT CONNECTION AND 3" INLET/OUTLET CONNECTIONS.

OI-1

FACTORY FABRICATED CONCRETE OIL/SAND INTERCEPTOR WITH MINIMUM 750 GALLONS STORAGE CAPACITY. PROVIDE INTERCEPTOR WITH 6" THICK CONCRETE TOP AND CAST IRON ACCESS MANHOLE WITH COVER. CONSTRUCT AND INSTALL INTERCEPTOR TO MEET LOCAL AND STATE CODES REQUIREMENTS. PROVIDE INTERCEPTOR WITH INLET AND OUTLET PIPING CONNECTION SIZES AS INDICATED ON THE DRAWING.

RD-1

ROOF DRAIN, ZURN MODEL ZA100-AC-VP ROOF DRAIN UNDER DECK CLAMP AND ALUMINUM VANDAL-PROOF SECURED TOP.

RD-2

NOT USED - STAINLESS STEEL DOWNSPOUT COVER, ZURN MODEL ZS-Z199-DC-VP WITH VANDAL-PROOF SECURED TOP.

TD-1

6" WIDE TRENCH DRAIN, ZURN MODEL Z886-HD PERMA- TRENCH DRAIN SYSTEM WITH HEAVY DUTYSTAINLESS STEEL GRATE.

TD-2

12" WITH CATCH BASIN, ZURN MODEL ZF817-12. PROVIDE WITH STAINLESS STEEL SLOTTED BAR GRATE MODEL P12-SBG-L. CUT OPENING IN GRATE TO RECEIVE DISCHARGE FROM EXTRACTOR. SEE EXTRACTOR SHOP DRAWING FOR DISCHARGE SIZE.

TP-1

TRAP PRIMER, PRIME-RITE AS MANUFACTURED BY PRECISION PLUMBING PRODUCT INC. WITH DISTRIBUTION UNITS.

TP-2

SURFACE MOUNTED WITH BOX MINI-PRIME ELECTRONIC TRAP PRIMER, PRIME-RITE MODEL MPB-500-115V AS MANUFACTURED BY PRECISION

PLUMBING PRODUCT INC. PROVIDE DISTRIBUTION UNITS AS REQUIRED

WH-1

UL LISTED COMMERCIAL ELECTRIC WATER HEATER WITH GLASS LINED 80 GALLONS STORAGE TANK. PROVIDE HEATER WITH FOAM INSULATION.

A.O. SMITH CUSTOM Xi SERIES MODEL DSE-80; 30.0 KW, 208 VOLTS/3 PHASE. PROVIDE WITH FACTORY PRE-CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR POTABLE WATER. WATTS MODEL DETA-20. PROVIDE WITH WALL MOUNTING BRACKET AND INSTALL PER MANUFACTURE

INSTRUCTION.

WH-2

UL LISTED COMMERCIAL SHORT ELECTRIC WATER HEATER WITH GLASS LINED 50 GALLONS STORAGE TANK. PROVIDE HEATER WITH FOAM INSULATION. A.O. SMITH DURA-POWER MODEL DEL-50; (SIMULTANEOUS OPERATION 5 KW ELEMENTS) 10.0 KW, 208 VOLTS/3 PHASE. PROVIDE WITH FACTORY PRE-CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR POTABLE WATER. WATTS MODEL DETA-12. PROVIDE WITH WALL

MOUNTING BRACKET AND INSTALL PER MANUFACTURE INSTRUCTION.

PLUMBING EQUIPMENT SCHEDULE

A

B

33-601 5/8 6.57 1/211250XL-C C

NOTES:

1250XL-D

1250XL-E

1250XL-F

E

F

D

10 1/4

10 7/8

9 5/16

2 1/2

2 7/8

1 3/4

22.4

34.4

10.0

114-154

155-330

61-113

(APPROXIMATE)

DIMENSIONS

PDI

A

SIZE

1250XL-A

1250XL-B B

MODEL

THREAD

in.

1/2

3/4 in.

5 1/4

5 5/8

A

MIPS

CHAMBER

in.

1 5/8

1 1/8

B cubic in.

3.5

4.3

VOLUME

AIR

12-32

1-11

FIXTURE UNIT

CAPACITY

2. MODEL NUMBERS, DIMENSIONS AND ASSOCIATED CAPACITIES

INDICATED IN THIS DETAIL WERE DERIVED FROM ZURN/WILKINS WATER

HAMMER ARRESTERS PRODUCT LINE.

3. WATER HAMMER ARRESTERS ARE REQUIRED TO BE "LEAD-FREE"

AND SHALL MEET THE REQUIREMENTS OF BOTH NSF 61 AND NSF 372.

1. "PDI" REFERS TO THE PLUMBING AND DRAINAGE INSTITUTE.

WATER HAMMER ARESTOR

NOT TO SCALE

A

TOP VIEW

AA

SECTION "A-A"

SPECIFICATIONS

NOTES

1. 4" PLAIN END INLET/OUTLET

2. UNIT WEIGHT - W/CAST IRON COVERS: 230 LBS.

3. MAXIMUM OPERATING TEMP: 140°F CONTINUOUS

4. CAPACITIES - LIQUID: 275 GAL.,

GREASE: 1,076 LBS.; SOLIDS: 105 GAL.

5. BUILT-IN FLOW CONTROL. FOR SERIES INSTALLATIONS,

ONLY INSTALL FLOW CONTROL ON THE FIRST UNIT IN

THE SERIES IF NECESSARY.

6. FOR GRAVITY DRAINAGE APPLICATIONS ONLY.

7. DO NOT USE FOR PRESSURE APPLICATIONS.

8. COVER PLACEMENT ALLOWS FULL ACCESS TO TANK

FOR PROPER MAINTENANCE.

9. VENT NOT REQUIRED UNLESS PER LOCAL CODE.

10. ENGINEERED INLET AND OUTLET DIFFUSERS ARE

REMOVABLE TO INSPECT / CLEAN PIPING.

11. INTEGRAL AIR RELIEF / ANTI-SIPHON / SAMPLING ACCESS

DIFFUSION FLOW TECHNOLOGY

THE INLET DIFFUSER REDUCES TURBULENCE, CREATES

LAMINAR FLOW AND ALLOWS THE ENTIRE TANK VALUME

TO BE UTILIZED FOR EFFICIENT GREASE SEPARATION

AND MINIMAL DISTURBANCE TO EXISTING GREASE AND

SEDIMENT LAYERS. THE INLET DIFFUSER CAN BE ATTACHED

TO ANY OF THE THREE INLETS PROVIDED TO EASE JOB SITE

PIPING LAYOUTS. THE INTEGRAL AIR RELIEF / ANTI-SIPHON

AT THE OUTLET DIFFUSER TOP ALLOWS PRESSURE

STABILIZATION WITHIN THE UNIT DURING OPERATION.

THE OUTLET DIFFUSER CAN EASILY BE ATTACHED TO ANY

OF THE THREE OUTLETS PROVIDED TO EASE JOB SITE

PIPING LAYOUTS.

GREASE INTERCEPTOR CALCULATIONS

Reference Project Name: Naples Classical Academy

Step 1: Flow rate to grease interceptor

Fixture flow rate: (cu in / 231) = gal x 0.75 / 2 min = 2 min flow rate

NAME TYPE DIMENSIONS QTY CU IN FLOW RATE

F-8 SINK 19" x 16" x 10" (2) 5 GPM Total 5 GPM

Step 2: Grease Production

Servings per day x Grease production value x Days between pump-outs = Grease output

Number of meals served per day: 72

Grease production value: 0.0455 lbs per serving (Cafeteria : High / flatware)

Days between pump-outs: 90 days

72 x 0.0455 x 90 = 294.84 lbs of FOG

SCHIER MODEL GB-50

Description: Polyethylene Grease Interceptor

SCHIER MODEL GB-50 = 50 GPM WITH 439.5 LB GREASE CAPACITY & 65 GAL. LIQUID CAPACITY

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

LEGEND,

SCHEDULES &

MISC. DETAILS

22003

06.23.2023

C

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P R

IN

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P401

BID DOCUMENTS

C L A

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 PERMIT REV 1

3 09/05/2025 90% IRC REVIEW

DETAIL - LINT INTERCEPTOR

NOT TO SCALE

OFFSET

SECONDARY LINT SCREEN

INLET

STATIC

LINE

WATER

PRIMARY LINT SCREEN

SECURED GASKETED COVER MADE

FROM 1/2" DIAMOND PLATE

OUTLET

M A

X

2" VENT

CONNECTION

PROVIDE WITH TOP EXTENSION.

FLOOR DRAIN DETAIL

SCALE: NTS

DRAIN SUPPORT STRAP

WITH FLOOR

STRAINER, FLUSH

INSIDE CAULK

PIPE

SLOPES)

DRAIN HEAD

ADJUSTABLE

DRAIN BODY

ARCHITECTURAL

FOR FLOOR

TILE FLOOR (SEE

INSIDE CAULK

DETAIL - OIL/SAND INTERCEPTOR

NOT TO SCALE

TO SITE SANITARY.

SEE PLANS FOR

CONNECTION SIZE.

VENT6

OUTLET

4 LIFTING EYES

NOTES:

1: SEE PLANS FOR INLET INVERT ELEVATION AND PIPE SIZES.

2: PROVIDE TWO-WAY CLEANOUTS BEFOR, AND AFTER INTERCEPTOR.

3: LOCAL STANDARD CODE SHALL APPLY IF REQIREMENTS EXCEED THIS DETAIL.

4: BAFFLE PIPE SHALL BE SAME SIZE AS INLET PIPE. MINIMUM SIZE SHALL BE 4".

5: FIELD VERIFY EXACT LOCATION FOR INTERCEPTOR AND COORDINATE ITS INSTALLATION IN

FIELD. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL EXISTING CONCRETE

PAVING AND UTILITIES DAMAGED DURING INSTALLATION.

-1

/2

28 DAYS, TYPE II CEMENT

4,000 P.S.I. CONCRETE @

H-20 TRUCK LOADING

IN-FLOW

(M

IN

#6 @ 12" LONG WAY

#6 @ 6" SHORT WAY

REINFORCING:

BASE AND TOP SLABS

LEVEL

WATER

B A

F F

L E

W A

L L

(M

IN

2 EACH - U.S.F.

#170-E

BRICK OR PRECAST CONC.

ADJUSTMENT RING(S)

18"MINIMUM

24"MAXIMUM

(APPROX)(APPROX)

6'

(APPROX)

4' 2'

(M

IN

B A

F F

L E

W A

L L

VENT

(M A

X

(M A

X

18"MINIMUM

24"MAXIMUM

FROM BUILDING

DRAIN. SEE PLANS

FOR CONNECTION

SIZE. 1

(M A

X

DETAIL - TAIL PIECE TRAP PRIMER

NOT TO SCALE

FLOOR DRAIN

1/2"

FINISHED FLOOR

FINISHED WALL

CONNECT TO LAVATORY

TAIL PIECE TRAP PRIMER

DETAIL - WASHING MACHINE HOOK-UP

NOT TO SCALE

18"MIN.

TO

42"MAX.

P-TRAP

SEWER

DRAIN TO SANITARY

2" VENT

2"STANDPIPE

ROUGH-IN UNIT

WASHING MACHINE

WATER HAMMER

ARRESTOR (TYP.)

DETAIL - WATER SERVICE ENTRANCE

NOT TO SCALE

DOMESTIC WATER SHUT-OFF VALVE.

SEE PLUMBING SPECIFICATION FOR

TYPE AND ADDITIONAL INFORMATION.

CAST IRON VALVE BOX WITH COVER

FLUSH WITH FINISHED GRADE.

COORDINATE LOCATION OF VALVE

BOX WITH CIVIL.

SEE PLAN

FOR CONT.

SEAL PER ALL

APPLICABLE CODE

REQUIREMENTS.

EXTERIOR

WALL

FLOOR

PVC SLEEVE SIZED

TWO PIPE SIZES

LARGER THAN PIPE

LOCATED WITHIN

(UNLESS OTHERWISE

SPECIFIED).

TERMINATE SLEEVE

1/2" ABOVE FINISHED

FLOOR.

WATER SERVICE

SITE UTILITY

(TYP.)

UNION VALVE (TYP.)

BALL

6"(TYP.)

HEATER DIAMETER

AS THE WATER

WIDTH - SAME

DETAIL - WATER HEATER WH-2

NOT TO SCALE

ON BOTH SIDES (TYP. FOR 2 RODS)

NUTS AND LOCK WASHERS

TO MOUNTING FRAME WITH

ATTACH HANGER ROD

AND CONT.

SEE PLAN FOR SIZE

CW/HW SUPPLY

STRUCTURE WITH ANCHOR

HANGER ROD ATTACH TO BLDG

1/2"∅ GALV. THREADED

BOLTS (TYP. FOR 2)

VALVE AT TD-2

FROM T&P RELIEF

TERMINATE DRAIN

AT TD-2

FROM DRAIN PAN

TERMINATE DRAIN

FRAME (WELDED JOINTS)

L2X2X1/8 GALV. MOUNTING

PAN

DRAINATTACH MOUNTING FRAME

TO WALL WITH 1/2"∅ ANCHOR

BOLTS, (TOTAL 4 BOLTS - 2 FOR

EACH SIDE)

BRACING

HEATER

WATER

FINISHED CEILING

AT 1/2 FT. BELOW

MOUNT WATER HEATER

FLOOR SLAB

FLOOR DRAINSLAB

SLEEVE THRU

DISTRIBUTION UNIT

TRAP PRIMER VALVE

DOMESTIC WATER LINE

1/2" TRAP PRIMER LINE

1/2" TRAP PRIMER SUPPLY

ISOLATION VALVE

HEAVY-DUTY SCORIATED

COVER WITH "CO" CAST IN

CLEANOUT PLUG

GASKETED ABS

12"x12"X4" THICK

CONCRETE PAD

ADJUSTABLE

HOUSING

FINISHED GRADE FINISHED FLOOR

HOUSING

ADJUSTABLE

GASKETED ABS

CLEANOUT PLUG

COVER WITH "CO" CAST IN

HEAVY-DUTY SCORIATED

SPIGOT OUTLETSPIGOT OUTLET

SPIGOT OUTLET

HEAVY-DUTY SCORIATED

COVER WITH "CO" CAST IN

CLEANOUT PLUG

GASKETED ABS

12"x12"X4" THICK

CONCRETE PAD

ADJUSTABLE

HOUSING

FINISHED GRADE FINISHED FLOOR

HOUSING

ADJUSTABLE

SEE STRUCTURAL DWG.

CONC. FLOOR SLAB

GASKETED ABS

CLEANOUT PLUG

COVER WITH "CO" CAST IN

HEAVY-DUTY SCORIATED

SPIGOT OUTLET

FOR THICKNESS

F

IN

IS

H

E D

F L O

O R

A B

O V

E

WALL

PIPE SIZE

DIAGRAM FOR

SEE PLAN AND

STEEL COVER PLATE

WITH STAINLESS

WALL CLEANOUT

SEAL BETWEEN PIPE AND

SLAB WITH "THUNDERBOLT"

FINISH FLOOR

FLOOR SLAB

LINK-SEAL

DISCHARGE PIPE

AIR GAP = 2 x "d" d

HUB DRAIN DETAIL

SCALE: NTS

INDIRECT WASTE

FUNNEL WITH ACID

RESISTANT EPOXY

COATED BODY AND

BOTTOM DOME

STRAINER.

DETAIL - TRAP PRIMER "TP-1"

NOT TO SCALE

DETAIL - ONE-WAY CLEANOUT ON GRADE

NOT TO SCALE

DETAIL - ONE-WAY FLOOR CLEANOUT

NOT TO SCALE

DETAIL - 2-WAY CLEANOUT ON GRADE

NOT TO SCALE

DETAIL - 2-WAY FLOOR CLEANOUT

NOT TO SCALE

DETAIL - WALL CLEANOUT

NOT TO SCALE

GATE VALVE

CONTROL OF PUMP

AQUASTAT FOR

REDUCING TEE

BY AQUASTAT. SET TEMPERATURE

PUMP TO BE CONTROLLED

TO 115°F

NOTE

CHECK VALVE

GATE VALVE

PUMP (CP-1)

IN-LINE CIRCULATING

FOR CONTINUATION AND

SIZE, SEE FLOOR PLAN

GAUGE COCK

UNION

DIAL TYPE PRESSURE

GAUGE (0-100 PSIG)

DETAIL - RECIRCULATING PUMP

NOT TO SCALE

COLD WATER

120° HWR

120° HW

TANK

EXPANSION

THERMAL

DRAIN PAN

2" DEEP

VALVE

VACUUM

RELIEF

CHECK VALVE

(TYPICAL)

BALL VALVE

(TYP.)

(TYP.)

UNION

TERMINATE DRAIN FROM

T&P RELIEF VALVE AND

DRAIN PAN AT MOP

SINK OR EXTERIOR

AQUASTAT

DETAIL - ELECTRIC WATER HEATER "WH-1"

NOT TO SCALE

CIRCUIT SETTER VALVE

SWEAT OR SCREWED

FITTINGS

PIPE AS PER SIZED

ON DRAWINGS

ADJUSTMENT SCREW

WITH INDICATOR

TEST PORTS

DETAIL - BALANCING VALVE

NOT TO SCALE

ENGINEERING

P H&

POWELL & HINKLE ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FLORIDA 32073

(904) 264-5570 FAX:(904) 278-2646

ROBERT L. HINKLE

GALTON C. MOK

LANE R. HINKLE

THOMAS M. ELDER

RICHARD A. MATHEWS

PE 29302

PE 33192

PE 48076

PE 56121

PE 59418

DAVID R. SPELL JR. PE 54729

JAMES L. HENNESSEY PE 83241

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

MISC. DETAILS

22003

06.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

P402

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

1/8" = 1'-0"

DETAILS1

REVISIONS

# DATE DESCRIPTION