24019_PLUMBING_BID.pdf

A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.

BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING

MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE

PIPE. IN DRY SOIL CONDITIONS, CLASS II OR III MATERIAL SHALL BE HAND PLACED IN 4−6", LIGHTLY

COMPACTED UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. IN WET CONDITIONS,

CLASS I, II OR III MATERIAL SHALL BE HAND PLACED, 4−6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING CLASS I MATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR III MATERIAL SHALL BE ADDED TO FILL ALL VOIDS CREATED BY THE USE OF CLASS I MATERIAL.

HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR III MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE

SIDE SUPPORT.

INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR III. IT SHALL BE PLACED WITHIN 24−30" ABOVE

THE TOP OF THE PIPE AND TAMPED BY A PORTABLE VIBRATOR.

FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. THE MATERIAL SHALL BE CLASS II OR III

MATERIAL. CLASS IV MATERIAL MAY BE INSTALLED OUTSIDE OF ROADWAY. FINAL BACKFILL

UNDER ROADWAYS MAY REQUIRE SPECIAL COMPACTION AND DENSITY TESTS. A MINIMUM OF 30"

OF COVER OVER THE TOP OF THE PIPE SHALL BE PROVIDED BEFORE THE TRENCH IS WHEEL−

LOADED.

NOTE: ALL EMBEDMENT MATERIALS SHALL BE NO LESS THAN 95% OF MAXIMUM DENSITY.

LABORATORY TESTING OF THE SOIL WILL BE REQUIRED. THIS PROCEDURE SHALL BE REQUIRED

ON ALL INSTALLATIONS.

E M B E D M E N T M

A T E R

IA

L

INITIAL

BACKFILL

HAUNCHING

BEDDING

(MAX 6")

FOUNDATION

(MAY NOT BE

REQUIRED)

SPRING

LINE OF

PIPING

NOT TO SCALE

GENERAL DATA BACKFILLING REQ.

SPRING

LINE OF

PIPING

FOUNDATION (MAY

NOT BE REQUIRED)

HAUNCHING

INITIAL

BACKFILL

BEDDING (MAX 6")

E M B E D M E N T M

A T E R

IA

L

EMBEDMENT MATERIALS

CLASS I:

ANGULAR, 1/2" TO 1−1/2", GRADED STONE, INCLUDING A NUMBER OF FILL MATERIALS THAT HAVE REGIONAL

SIGNIFICANCE SUCH AS CORAL, SLAG, CINDERS, CRUSHED STONE AND CRUSHED SHELLS.

CLASS II:

COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1i" INCLUDING VARIOUS GRADED SANDS AND GRAVELS CONTAINING SMALL PERCENTAGES OF FINES, GENERALLY GRANULAR AND NON−COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SP ARE INCLUDED IN THIS CLASS.

CLASS III:

FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SAND−CLAY MIXTURES AND GRAVEL−CLAY

MIXTURES. SOIL TYPES GM, GC, SM, AND SC ARE INCLUDED IN THIS CLASS.

CLASS IV:

SILT, SILTY CLAYS, AND CLAYS, INCLUDING INORGANIC CLAYS AND SILT OF MEDIUM TO HIGH PLASTICITY AND LIQUID LIMITS. SOIL TYPES MH, ML, CH, AND CL ARE INCLUDED IN THIS CLASS. THESE MATERIALS ARE NOT

TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

CLASS V:

THIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILS CONTAINING FROZEN EARTH, DEBRIS, ROCKS LARGER THAN 1−1/2" IN DIAMETER AND OTHER FOREIGN MATERIALS. THESE MATERIALS ARE NOT TO BE USED

FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

NOT TO SCALE

GENERAL DATA SOIL CLASSIFICATION

A. PIPE AND FITTINGS

1. DOMESTIC HOT AND COLD WATER:

(A) UNDERGROUND − TYPE "K" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS.

(B) ABOVE GRADE − TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS.

2. SANITARY SOIL, WASTE AND VENT:

(A) UNDERGROUND − SERVICE WEIGHT CAST IRON BELL AND SPIGOT ENDS OR SCHEDULE 40 PVC.

(B) ABOVE GRADE − SERVICE WEIGHT CAST IRON NO−HUB OR SCHEDULE 40 PVC.

B. PIPE JOINTS

1. SWEAT SOLDER JOINTS IN COPPER PIPING SYSTEMS SHALL BE MADE WITH STAY−SAFE "BRIDGIT" LEAD FREE BEARING SOLDER WITH STAY−CLEAN LIQUID OR STAY−CLEAN PASTE FLUX BY J.W. HARRIS AND CO. INC.

2. CAST IRON BELL AND SPIGOT − TYLER "TY−SEAL" NEOPRENE JOINTS.

3. CAST IRON NO−HUB NEOPRENE SLEEVE − STAINLESS STEEL TYPE 304 SHIELD AND CLAMP, 24 GUAGE WITH HI− TORQUE CLAMPS TIGHTENED TO 100−12 INCH−POUNDS. CLAMPS SHALL BE CLAMP−ALL CORPORATION, ANAHEIM

FOUNDRY CO. "HUSKY" OR MISSION.

4. SCHEDULE 40 PVC DWV PIPE FITTINGS − SOCKET GLUE OR THREADED.

C. VALVES

1. BALL VALVES SHALL HAVE CHROME PLATED BRASS BALL, VINYL COVERED STEEL HANDLE, TEFLON OR TFE SEATS, TWO−PIECE CONSTRUCTION. VALVES SHALL BE 150 LB. CLASS, MILWAUKEE BA−50, CRANE 9322 , OR WATTS B6001.

2. CHECK VALVES SHALL HAVE BRASS BODY WITH SCREW PATTERN; MILWAUKEE NO. 509, STOCKHAM OR HAMMOND.

3. PLUG VALVES (COCKS): IRON BODIES WITH SCREW PATTERN; A.Y. MCDONNEL #10686, NORDSTROM FIG. 114 OR

NORDSTROM FIG. 115.

D. PIPE INSULATION

1. FIBERGLASS, 1" THICK FOR DOMESTIC HOT WATER AND 1/2" THICK FOR DOMESTIC COLD WATER SYSTEMS; 1" THICK FOR STORM WATER (PRIMARY, SECONDARY PIPING IN ITS ENTIRETY) OWENS CORNING TYPE ASJ/SSL−11. ENDS OF FIBERGLASS PIPE INSULATION SHALL BE SEALED WITH FOSTER 30−35 COATING AT ALL FLANGES, VALVES, FITTINGS AND AT INTERVALS OF NOT MORE THAN 20’ OF CONTINUOUS RUNS OF PIPE. VALVE BODIES AND BONNETS SHALL BE

INSULATED. NO STAPLES SHALL BE PERMITTED FOR INSTALLATION OF INSULATION.

E. PIPE HANGERS AND SUPPORTS

1. HANGERS − ADJUSTABLE CARBON STEEL CLEVIS; GRINNEL NO. 260, CT−65.

2. VERTICAL SUPPORT − STEEL RISER CLAMP.

3. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING.

4. SPACE SUPPORTS NO MORE THAN 8 FEET APART FOR 10−FOOT SECTION OF CAST IRON SOIL PIPE WITH A MINIMUM OF TWO SUPPORTS PER 10−FOOT SECTION. SUPPORT HORIZONTAL SOIL PIPE NEAR EACH HUB. SUPPORTS FOR COPPER

PIPE SHALL BE SPACED NO MORE THAN 5 FEET APART.

F. DRAIN PANS

1. ALL FLOOR DRAIN, EXCEPT FOR THOSE IN CONCRETE SLAB ABOVE EARTHFILL, SHALL BE PROVIDED WITH NON− PLASTICIZED CHLORINATED POLYETHYLENE, "CHLORALOY 240" BRAND CONCEALED WATERPROOFING MEMBRANE.

PLUMBING MATERIALS

1. THE FOLLOWING NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHERE THERE ARE EXCEPTIONS, ADDITIONS, OR REVISIONS TO THESE NOTES SUCH EXCEPTIONS, ADDITIONS OR REVISIONS

ARE SO NOTED ON THE PARTICULAR DRAWING THEY OCCUR.

2. PIPING IS SHOWN IN SCHEMATIC FORM. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED.

3. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF ALL EQUIPMENT.

4. ACCESS PANELS SHALL BE PROVIDED, WHERE REQUIRED, TO SERVICE VALVES AND OTHER MECHANICAL

EQUIPMENT.

5. ALL VALVES IN CORRIDORS SHALL BE LOCATED 1’− 0" AWAY FROM WALLS CLEAR OF SOFFITS UNLESS

NOTED OTHERWISE.

6. STORM AND SANITARY PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED

OTHERWISE.

7. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED DRAWINGS. FIELD VERIFY AND

COORDINATE ALL DIMENSIONS PRIOR TO FABRICATION.

8. FIELD VERIFY ALL EXISTING CONDITIONS DURING DEMOLITION AND REROUTE PIPING CONFIGURATIONS AS

NECESSARY.

9. UNLESS NOTED OR OBVIOUS OTHERWISE, PIPE RUNS SHOWN OCCUR IN THE CEILING SPACE OF THE LEVEL

INDICATED ON PLANS.

ADA REQUIREMENTS

PLUMBING LEGEND

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REFERENCE SHEET

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

REFERENCE SHEET

PIPE UP

PIPE DN

ANGLE STOP VALVE

GATE VALVE (2"−12")

BALL VALVE (1/4"−48")

CHECK VALVE (1−1/2"−12")

2"ø DCW

1 1/2"ø DHW

1 1/2"ø DHWR

2"ø V

4"ø SS

LIMIT OF DEMOLITION

CONNECT TO EXISTING

1% SLOPE

2% SLOPE

1/8" / 12" SLOPE

1/4" / 12" SLOPE

NOTES: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT.

1. ALL WORK SHALL COMPLY WITH ALL LOCAL BUILDING CODES, LAWS, REGULATIONS,

ORDINANCES, AND CODES AS FOLLOWS:

" ACCESIBILITY: FLORIDA BUILDING CODE − 2020 7TH EDITION

" ENERGY CONSERVATION: FLORIDA BUILDING CODE − 2020 7TH EDITION

" BUILDING: FLORIDA BUILDING CODE − 2020 7TH EDITION

" EXISTING BUILDING: FLORIDA BUILDING CODE − 2020 7TH EDITION

" FUEL GAS: FLORIDA BUILDING CODE − 2020 7TH EDITION

" MECHANICAL: FLORIDA BUILDING CODE − 2020 7TH EDITION

" PLUMBING: FLORIDA BUILDING CODE − 2020 7TH EDITION

" NATIONAL ELECTRICAL CODE − 2014 EDITION

" NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, 2015 LIFE SAFETY CODE

FOR FLORIDA

" APPLICABLE CODE SECTIONS AS REQUIRED BY FLORIDA ADMINISTRATIVE CODE

69A−3.012

" AMERICANS WITH DISABILITY ACT 2010 (ADA 2010)

CODE REFERENCES

ADA REQUIREMENTS

THIS APPLIES TO HANDICAPPED ACCESSIBLE FIXTURES ONLY.

WATER CLOSETS: THE HEIGHT OF WATER CLOSETS SHALL BE 17" TO 19" MEASURED TO

THE TOP OF THE TOILET SET. SEATS SHALL NOT BE SPRUNG TO RETURN TO A

LIFTED POSITION. THE WATER CLOSET SHALL BE LOCATED 18" FROM THE SIDE WALL

TO THE CENTER LINE OF THE BOWL. HAND OPERATED FLUSH CONTROLS SHALL BE

MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 29" ABOVE THE

FINISH FLOOR. SEE ARCHITECTURAL DRAWINGS FOR GRAB BAR LOCATIONS.

URINALS: THE URINALS SHALL BE WALL HUNG WITH AN ELONGATED RIM AT A

MAXIMUM OF 17" ABOVE THE FINISH FLOOR. HAND OPERATED FLUSH CONTROLS SHALL

BE MOUNTED NO MORE THAN 44" ABOVE FINISH FLOOR.

LAVATORIES: LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE

NO HIGHER 34" ABOVE THE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29"

ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON. KNEE SPACE SHALL BE 8"

FROM BOTTOM EDGE OF APRON TO THE LEADING EDGE OF THE BOTTOM OF THE

BOWL. THE BOTTOM OF THE BOWL SHALL BE A MINIMUM OF 27" ABOVE THE FINISH

FLOOR. ALL WATER AND DRAIN PIPING UNDER LAVATORIES SHALL BE INSULATED

WITH A FOAM INSERT COVERED WITH A 1/8" VINYL OUTER SHELL. ANGLE STOPS SHALL

HAVE A FLIP TOP ACCESS.

FAUCETS: CONTROLS SHALL BE LEVER HANDLES OPERABLE WITH ONE HAND AND

SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE

FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF.

SINKS: SINKS SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER

34" ABOVE THE FINISH FLOOR. PROVIDE A KNEE CLEARANCE OF AT LEAST 27" HIGH,

30" WIDE, AND 19" DEEP. SINKS SHALL BE A MAXIMUM OF 6 1/2" DEEP. ALL WATER AND

DRAIN PIPING UNDER LAVATORIES SHALL BE INSULATED WITH A FOAM INSERT

COVERED WITH A 1/8" VINYL OUTER SHELL. ANGLE STOPS SHALL HAVE A FLIP TOP

ACCESS.

SCALE:

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SHEET NO.

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DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

As indicated

/2

/2

:2

:0

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P-001

PLUMBING

LEGEND, ABBREV.

& NOTES

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7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

MENS RESTROOM

MECHANICAL /

STORAGE

WOMENS

RESTROOM

ELEV.

P−2

P−2

P−3A P−3 P−1

P−2A P−1A

P−5

P−2A P−1A

P−1P−1P−1P−1P−1

P−2

P−2

P-301P-111

4"FCO

2−WAY

4"GCO

2" D

C W

S S

BUILDING DRAIN

HORIZONTAL

BRANCH DRAIN

HORIZONTAL

BRANCH DRAIN

P-301P-111

P-301P-111

P-301P-111

A

2" SS

S S

4"FCO

FD/SI

FD/SI

FD/SI

4"FCO

2" V

2" V

2" V

2" S

S

2" S

S

2" S

S

S S

2" S

S

4" SS

4" SS

4" S

S

3" SS

4" SS

2" S

S

S S

S S

S S

S S

S S

4" SS

SCALE:

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DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/4" = 1'-0"

/2

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:0

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P-111

PLUMBING

OVERALL BELOW

FIRST FLOOR PLAN

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BEJ

JEW3

JEW3

ISSUED FOR BID

SCALE:

0 4’ 8’

1/4" = 1’ − 0"

4’ 8’

1/4" = 1'-0"P-111

PLUMBING OVERALL BELOW FIRST FLOOR

PLAN

P-301P-111

P-301P-111

P-301P-111

P-301P-111

MENS RESTROOM

MECHANICAL /

STORAGE

WOMENS

RESTROOM

ELEV.

ET−1

P−2

P−2 P−3A P−3

P−1 P−2A

P−1A

P−5

P−2A

P−1AP−1P−1P−1P−1P−1

P−2

P−2

4"FCO

2−WAY

4"GCO

A

2 1/2" V P-401

P-402

P-401

P-402

24"FCO

TMV

FD/SI

HB/VB

WH/VB

FD/SI

4"FCO

WH/VB

FD/SI

4"FCO

SCALE:

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DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/4" = 1'-0"

/2

/2

:2

:0

A

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P-112

PLUMBING

OVERALL ABOVE

FIRST FLOOR PLAN

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JEW3

JEW3

ISSUED FOR BID

SCALE:

0 4’ 8’

1/4" = 1’ − 0"

4’ 8’

1/4" = 1'-0"P-112

PLUMBING OVERALL ABOVE FIRST FLOOR

PLAN

LOCAL

INFORMATION

ELEV.

A

2 1/2" V

SCALE:

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DRAWN BY

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PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/4" = 1'-0"

/2

/2

:2

:0

A

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P-113

PLUMBING

OVERALL SECOND

FLOOR PLAN

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JEW3

JEW3

ISSUED FOR BID

SCALE:

0 4’ 8’

1/4" = 1’ − 0"

4’ 8’

1/4" = 1'-0"P-113

1 PLUMBING OVERALL SECOND FLOOR PLAN

LEVEL 1

5' - 6"

LEVEL 2

20' - 0"

P−5

ET−1

P−1A 4"FCO

P−1A

2−WAY

4"GCO

4" SS

2" DCW

MENS RESTROOM

WOMENS

RESTROOM

FIRST FLOOR

LEVEL

5' - 6"

4" SS2

/8

EWH−1

/2

REFER TO CIVIL FOR

CONTINUATION.

2 1/2" V

1/ 2"

V

2" V

2" V

2" V

1 1/2" DHW

2" DCW

LEVEL 1

5' - 6"

LEVEL 2

20' - 0"

MENS RESTROOM

FIRST FLOOR

LEVEL

5' - 6"

P−2

FD/SI

2" V

4" SS

4"FCO

2" V

LEVEL 1

5' - 6"

LEVEL 2

20' - 0"

P−2 P−1 P−1 P−1 P−1 P−1

P−2A

4"FCO

P−1A

FIRST FLOOR

LEVEL

5' - 6"

4"FCOFD/SI

4" SS

2" V

2" V

2" DCW1 1/2" DCW

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

1 1/2" DHW3/4" DHW

2 1/2" V

LEVEL 1

5' - 6"

LEVEL 2

20' - 0"

ROOF

30' - 0"

2" DCW

P−5

ET−1

2 1/2" V

1/ 2"

V

4" SS 3" SS

LOCAL

INFORMATION

FIRST FLOOR

LEVEL

5' - 6"

4"FCO

2" V

FD/SI

HB/VB

WH/VB

4" SS

EWH−1

TMV

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" DCW

1 1/2" DHW

3/4" DHW

1 1/2" DCW

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REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/4" = 1'-0"

/2

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PLUMBING

SECTION/INVERT

PLAN

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SCALE:

0 2’ 4’

1/2" = 1’ − 0"

2’ 4’

1/4" = 1'-0"P-301

1 SECTION / INVERT-1

1/4" = 1'-0"P-301

2 SECTION / INVERT-2

1/4" = 1'-0"P-301

3 SECTION / INVERT-3

1/4" = 1'-0"P-301

4 SECTION / INVERT-4

MENS RESTROOM

MECHANICAL /

STORAGE

2" D

C W

2−WAY

4"GCO

P−2

P−2

P−3A P−3

P−1

P−2A

P−1A

ET−1

P−5

EWH−1

FD/SI

4"FCO

WH/VB

HB/VB

FD/SI

TMV

2" DCW

3/4" DHW 1 1/2" DHW

1 1/2" DCW1/2" DCW

4"FCO

MENS RESTROOM

MECHANICAL /

STORAGE

2−WAY

4"GCO

FD/SI

2" V 2" V 2" V 2" V 2" V

2" V

2" V

4" SS

S S

4" S

S

2" S

S

2" S

S

2" S

S

S S

2" S

S

4" S

S

S S

S S

P−2

P−2

2" V

2" V

1/ 2"

VET−1

EWH−1

P−5

3" SS

2 1/2" V

FD/SI

4"FCO

4"FCO

SCALE:

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REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/2" = 1'-0"

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P-401

PLUMBING

ENLARGED FLOOR

PLAN SET-1

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JEW3

JEW3

ISSUED FOR BID

SCALE:

0 2’ 4’

1/2" = 1’ − 0"

2’ 4’

1/2" = 1'-0"P-401

ENLARGED MENS RESTROOM FLOOR PLAN -

DOMESTIC WATER

1/2" = 1'-0"P-401

ENLARGED MENS RESTROOM FLOOR PLAN -

SANITARY SEWER

WOMENS

RESTROOM

FD/SI

4"FCO

P−2

P−2

1 1/2" DHW3/4" DHW

1/2" DHW

1 1/2" DCW 2" DCW

2" D

C W

1/ 2"

D H W

P−1 P−1 P−1 P−1 P−1

P−2A

P−1A

4"FCO

WH/VB

WOMENS

RESTROOM

FD/SI

4"FCO

P−2

P−2

2" SS

4" SS

4" SS

4" SS

4" SS

4" SS

4" SS

2" SS

4" SS

S S

4"FCO

S S

4" SS2" V 2" V 2" V 2" V 2" V 2" V 2" V

2" V

2" V 2" V

1/ 2"

V

S S

4" SS

P−1 P−1 P−1 P−1 P−1

P−2A

P−1A

2" V

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

1/2" = 1'-0"

/2

/2

:2

:1

A

M

P-402

PLUMBING

ENLARGED FLOOR

PLAN SET-2

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

SCALE:

0 2’ 4’

1/2" = 1’ − 0"

2’ 4’

1/2" = 1'-0"P-402

ENLARGED WOMENS RESTROOM FLOOR PLAN

- DOMESTIC WATER

1/2" = 1'-0"P-402

ENLARGED WOMENS RESTROOM FLOOR PLAN

- SANITARY SEWER

ADJUSTABLE HOUSING

WITH LEVELING SCREWS

PIPE EXTENSION

WITH CLEANOUT

PLUG

FINISH FLOOR

FURNISH FLANGE AND

CLAMPING RING FOR

WATERPROOFING

MEMBRANE

NOTE: PROVIDE NICKEL BRONZE

ADJUSTABLE CARPET FRAME

COVER IN AREAS WHERE FINAL

FLOOR FINISH CONSISTS OF

CARPETING. COORDINATE WITH

ARCHITECTURAL DWGS FOR

FINAL FLOOR FINISH.

SECURED RIM SCORIATED

COVER WITH VANDAL

RESISTANT SCREWS, COVER

WITH "C.O." NICKEL−BRONZE

NOTE:

" SLOPE FLOOR TO FLOOR DRAIN COORDINATE WITH ARCHITECTURAL PLANS.

" EACH PLUMBING FIXTURE SHALL BE SEPARATELY TRAPPED BY A LIQUID−

SEAL TRAP.

" THE VERTICAL DISTANCE FROM THE FIXTURE OUTLET TO THE TRAP WEIR

SHALL NOT EXCEED 24", AND THE HORIZONTAL DISTANCE SHALL NOT

EXCEED 30" MEASURED FROM THE CENTERLINE OF THE FIXTURE OUTLET

TO THE CENTERLINE OF THE INLET OF THE TRAP.

" VERTICAL RISE OF VENT TO A POINT NOT LESS THAN 6" ABOVE THE

FLOOD LEVEL RIM OF THE HIGHEST TRAP OR TRAPPED FIXTURE BEING

VENTED.

" MAXIMUM DISTANCE OF 1 1/4" FIXTURE TRAP FROM VENT SHALL BE 5 FT.

" MAXIMUM DISTANCE OF 1 1/2" FIXTURE TRAP FROM VENT SHALL BE 6 FT.

" MAXIMUM DISTANCE OF 2" FIXTURE TRAP FROM VENT SHALL BE8 FT.

" MAXIMUM DISTANCE OF 3" FIXTURE TRAP FROM VENT SHALL BE 12 FT.

" MAXIMUM DISTANCE OF 4" FIXTURE TRAP FROM VENT SHALL BE 16 FT.

FINISHED FLOOR

DRAIN STRAINER FLUSH WITH

FINISHED FLOOR WTIH

ADJUSTABLE DRAIN HEAD.

1/2" TRAP PRIMER

CONNECTION

NON−SHRINK

GROUTE

DEEP SEAL "P" TRAP

CAST IRON

DRAIN BODY

WATERPROOFING

MEMBRANE

INVERTED COLLAR

SANITARY

TEE

FIXTURE

VENT

COUNTERSUNK

BRASS CLEANOUT

PLUG.

24"x24"x4" SEWER

CLEANOUT PAD.

REINFORCED WITH

DOUBLE (2) WIRES.

2−WAY CLEANOUT

FITTING

2’ − 0"

GRADE

CW SUPPLY

ISOLATION VALVE

ROUTE TO FLOOR DRAIN

TRAP PRIMER

ANCHOR TO SURFACE WITH

UNISTRUT AND PIPE CLAMPS

MIN 1/2" COPPER

CW LINE

EXPOSED

INTENDED FOR

MECHANICAL/EQUIPMENT

APPLICATION ONLY.

MIN. 1/2" COPPER LINE

TO FLOOR DRAIN DRAP

SLEEVE PIPE BELOW FLOOR

W/ 27 MIL. FLEX PIPE

PROTECTOR

HEAVY DUTY CHROME

PLATED BRONZE

HEAD CASTING.

HEAVY DUTY BRASS

CASING TUBE.

/4

"ø D C W

VANDAL RESISTANT INTEGRAL

VACUUM BREAKER AND 3/4"

MALE HOSE CONNECTION.

HINGED LOCKING COVER

RECOMMENDED WALL

OPENING 4−1/4" x 6−1/4".

DUAL O−RING

PISTON

1/2" WATER HAMMER

ARRESTOR SHALL BE

PDI RATED AND

APPROVED.

1"ø DCW

1" ø

D C W

CHECK VALVE

ISOLATION VALVE

CHECK VALVE

THERMOMETER

THERMOSTATIC

MIXING VALVE

ROUTE TO FLOOR DRAIN

SAFETY PAN. ROUTE 1" PAN DRAIN TO FD WITH AIR GAP.

HOSE BIBB WITH VACUUM BREAKER

ELECTRIC WATER HEATER

CW SUPPLY

TEMP. AND PRESSURE

RELIEF VALVE

VACUUM RELIEF VALVE

EXPANSION TANK

110°F HW TO FIXTURES

BALL VALVE OR LUG

BUTTERFLY VALVE

HEAT TRAP

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

As indicated

/2

/2

:2

:1

A

M

P-501

PLUMBING DETAIL

SET-1

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

FLOOR CLEANOUT DETAIL EDITED

FLOOR DRAIN DETAIL EDITED

TWO−WAY GRADE CLEANOUT DETAIL

TRAP PRIMER DETAIL EDITED

WALL HYDRANT DETAIL

WATER HAMMER ARRESTOR DETAIL

WATER HEATER W/ MIXING VALVE EDITED

ADJUSTABLE ROLLER HANGER

WELD SADDLE

TO PIPE.

HANGER ROD

ADJUSTABLE CLEVIS HANGER

SIDE VIEW

BAND

NOTE:

" REFER TO STANDARD PRACTIC MSS SP−58 MAXIMUM HORIZONTAL PIPE AND

SUPPORT SPACING.

" FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

" ALL EQUIPMENT MOUNTINGS ARE TO RESIST FORCES OF 0.5 TIMES THE

EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES IN THE

DOWNWARD DIRECTION.

INSULATION SHEILD

AT HANGER.

PROVIDE HIGH

COMPRESSIVE

STRENGTH INSULATION

INSERT BLOCKS UNDER

INSULATION SHIELD.

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE).

HANGER

ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE).

i" DIA. HANGER RODS WITH

36" MAX SPACING ON EACH

CHENNEL.

PROVIDE INSULATION

SHIELD AND INSERT FOR

ALL PIPING MAX 8".

12 GAGE

CHANNEL OR 2"

X 2" X r" ANGLE.

CARRIER

PIPE.

STANDARD PRACTICE MSS SP−58 TABLE 4 MAXIMUM

HORIZONTAL PIPE HANGER AND SUPPORT SPACING

NOMINAL PIPE

OR TUBE SIZE

STD WEIGHT STEEL PIPE COPPER TUBE FIRE

PROTECTION

DUCTILE IRON

PIPE

CAST IRON

SOIL

GLASS PLASTIC

FIBERGLASS

REINFORCEDWATER SERVICE VAPOR SERVICE WATER SERVICE VAPOR SERVICE

NPS−IN FT FT FT FT

F O L L O W

R E Q U

IR

E M E N T S O

F T

H E N

A T

IO

N A L F

IR

E P

R O T E C T

IO

N

A S S O C

IA

T

IO

N S E E

S E C T

IO

N

.4

F T M

A X S

P A C

IN

G M

IN

O F O

N E 1) H

A N G E R P

E R P

IP

E S

E C T

C L O S E T

O J

O

IN

T O

N T H E B

A R R E L A L S O A

T C

H A N G E O

F D

IR

E C T

IO

N A

N D B

R A N

H

O N N E C T

IO

N S S E E

S E C T

IO

N

.3 .4

F

T M

A X S

P A C

IN

G M

IN

O F O

N E 1) H

A N G E R P

E R P

IP

E S

E C T

O S E T

O J

O

IN

T O

N T H E B

A R R E L A L S O A

T C

H A N G E O

F D

IR

E C T

IO

N A

N D B

R A N

H

O N N E C T

IO

N S S E E

S E C T

IO

N

.3 .4

F

T M

A X S

P A C

IN

G F O L L O W

P

IP

E M

A N U F A C T U R E R ’S

R E C O M M E N D A T

IO

N S S

E E S

E C T

IO

N .3

.5

F O L L O W

P

IP

E M

A N U F A C T U R E R ’S

R E C O M M E N D A T

IO

N S F

O R M

A T E R

IA

D S

E R V

IC

E C O N D

IT

IO

N S E E S

E C T

IO

N

.3 .6

F O L L O W

P

IP

E M

A N U F A C T U R E R ’S

R E C O M M E N D A T

IO

N S F

O R M

A T E R

IA

D S

E R V

IC

E C O N D

IT

IO

N S E E S

E C T

IO

N

.3 .7

1/4 − − 5 5

3/8 7 8 5 6

1/2 7 8 5 6

3/4 7 9 5 7

1 7 9 6 8

1 1/4 7 9 7 9

1 1/2 9 12 8 10

2 10 13 8 11

2 1/2 11 14 9 13

3 12 15 10 14

3 1/2 13 16 11 15

4 14 17 12 16

5 16 19 13 18

6 17 21 14 20

8 19 24 16 23

10 22 26 18 25

12 23 30 19 28

14 25 32 − −

16 27 35 − −

18 28 37 − −

20 30 39 − −

24 32 42 − −

30 33 44 − −

NOTE:

(A) FOR SPACING SUPPORTS INCORPORATING TYPE 40 SHEILDS, SEE TABLE A3.

(B) THIS TABLE DOES NOT APPLY WHERE SPAN CALCULATIONS ARE MADE OR WHERE THERE ARE CONCENTRATED LOADS BETWEEN SUPPORTS SUCH AS FLANGES, VALVES, SPECIALTIES, ETC., OR CHANGES IN DIRECTION REQUIRING ADDITIONAL SUPPORTS.

(C) UNBALANCED FORCES OF HYDROSTATIC OR HYDRODYNAMIC ORIGIN (THRUST FORCES) UNLESS RETRAINED EXTERNALLY CAN RESULT IN PIPE

MOVEMENT AND SEPARATION OF JOINTS IF THE JOINTS OF THE SYSTEM ARE

NOT OF A RESTRAINED JOINT DESIGN. SEE SECTION 7.5.3.

NOTE:

" UNLESS OTHERWISE APPROVED ALLOWABLE LOAD ON UPPER ATTACHEMENTS IS 1/4 OF FAILURE LOAD.

" UPPER ATTACHMENTS MAY BE TO WOOD STRUCTURES ALSO.

" WIRE USE IS NOT PRECULDED BY THESE ILLUSTRATIONS.

" NOT ALL ATTACHMENT DEVICES SHOWN, REFER TO SMACNA DUCT CONSTRUCTION STANDARDS.

FLAT BAR CONCRETE INSERT

#1 #4 #5*

#3b*

WASHER

WASHER

STRAP

NUT

#7* #8 #9*

WASHER

EXPANSION SHIELDS EXPANSION NAIL

CONCRETE ANCHORS

RETAINING CLIP

HANGER ROD

#6a C−CLAMP WITH RETAINING CLIP OR #6b C−CLAMP WITH LOCK NUT

(OPTIONAL)

A HANGER STRAP MAY ALSO BE C

CLAMPED TO THE STRUCTURAL FLANGE.

#10 #11 #12 #13*

HANGER

STRAP

COUPLING

HANGER ROD

HANGER

STRAP

NUT & BOLT

FRICTION CLAMPSWELDED STUDSPOWER ACTUATED

STUDS INTO STEEL

(STRUCTURE OR DECK)

NUT

ALTERNATE

#14

WASHER MAY BE OMITTED

WITH 100 LB MAX LOAD ON

22 GA STRAP WHEN

FOLDED.

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

NOT TO SCALE

/2

/2

:2

:1

A

M

P-502

PLUMBING DETAIL

SET-2

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

PIPE HANGER DETAIL

UPPER ATTACHMENT DEVICE DETAILS

WATER HAMMER ARRESTOR SCHEDULE

P.D.I. UNITS A B C D E F

FIXTURE UNITS 1−11 12−32 33−60 61−113 114−154 155−330

CLASSIFICATIONS ESTABLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I.−WH201".

APPROVED MANUFACTURERS:

1. ZURN, WADE, J.R. SMITH, JOSAM, MIFAB

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

/2

/2

:2

:2

A

M

P-601

PLUMBING

SCHEDULES

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

ELEC WATER HEATER SCHEDULE

MARK

CAPACITY

GAL

INLET

TEMP

OUTLET

TEMP

RECOVERY

GAL/HR

1ST HUR

DELIVERY

GAL/HR

ELECTRICAL DATA

DESCRIPTION

KW VOLTAGE PHASE Hz

EWH−1 50 40 140 50 90 12 208 V 1 60 Hz AO SMITH DRE−52−12

PLUMBING FIXTURE SCHEDULE

LABEL DESCRIPTION CW HW SAN COMMENTS

FD/SI FLOOR DRAIN WITH

SAND INTERCEPTOR

57 GALLON SAND INTERCEPTOR, GRATED COVER, POLYETHYLENE CATCH BASIN WITH H20 RATED CAST IRON GRATE AND BCB−7 SEDIMENT BASKET, STRIEM

CB−50−G

P−1 WATER CLOSET 1" − 3" FLOOR−MOUNTED, REAR OUTLET, VITREOUS CHINA, ELONGATED BOWL, TOP SPUD FLUSHOMETER BOWL, KOHLER ANGLESEY K−4352; TOILET MANUAL

FLUSHOMETER VALVE, 1.6 GPF, KOHLER PRIMME

P−1A WATER CLOSET ADA 1" − 3" FLOOR−MOUNTED, REAR OUTLET, VITREOUS CHINA, ELONGATED BOWL, TOP SPUD FLUSHOMETER BOWL, KOHLER ANGLESEY K−4352; TOILET MANUAL

FLUSHOMETER VALVE, 1.6 GPF, KOHLER PRIMME

P−2 LAVATORY 1/2" 1/2" 1 1/2" SINGLE FAUCET HOLE, DROP−IN OVAL LAVATORY, VITREOUS CHINA, KOHLER BRYANT K−2699−1; POLISHED CHROME−PLATED SINGLE LAVATORY, 0.5 GPM, SLOW−CLOSING METERING FAUCET, AND VANDAL−RESISTANT, ADA COMPLIANT HANDLE, ZURN Z86100−XL

P−2A LAVATORY ADA 1/2" 1/2" 1 1/2" SINGLE FAUCET HOLE, WALL−MOUNT LAVATORY, VITREOUS CHINA, KOHLER BRENHAM K−1997−SS1; POLISHED CHROME−PLATED SINGLE LAVATORY, 0.5 GPM, SLOW−CLOSING METERING FAUCET, AND VANDAL−RESISTANT, ADA COMPLIANT HANDLE, ZURN Z86100−XL

P−3 URINAL 3/4" − 2" WALL−MOUNTED HIGH−EFFICIENCY WASHOUT URINAL, TOP SPUD FLUSHOMETER, KOHLER BARDON K−4991−ET; URINAL MANUAL FLUSHOMETER VALVE, 0.125 GPF, KOHLER PRIMME

P−3A URINAL ADA 3/4" − 2" WALL−MOUNTED HIGH−EFFICIENCY WASHOUT URINAL, TOP SPUD FLUSHOMETER, KOHLER BARDON K−4991−ET; URINAL MANUAL FLUSHOMETER VALVE, 0.125 GPF, KOHLER PRIMME

P−5 UTILITY SINK 1/2" 1/2" 3" FREE STANDING UTILITY SINK, 14"DX20"LX24"W BASIN, MUSTEE 19CFT W/ MUSTEE 93.600 FAUCET

FIXTURE UNIT SCHEDULE

DESCRIPTION QUANTITY WSFU − CW WSFU − HW WSFU − TOTAL DFU

FLOOR DRAIN WITH SAND INTERCEPTOR 3 0 0 0 9

LAVATORY 4 6 6 8 4

LAVATORY ADA 2 3 3 4 2

URINAL 1 5 0 5 4

URINAL ADA 1 5 0 5 4

UTILITY SINK 1 3 3 4 4

WATER CLOSET 6 30 0 30 24

WATER CLOSET ADA 2 10 0 10 8

20 62 12 66 59

NOTES:

" COORDINATE FLOOR DRAIN TYPES WITH FLOOR TYPE ON ARCHITECTURAL PLAN. FLOOR DRAINS IN AREAS W/ EPOXY FLOORING SHALL BE PROVIDED WITH MEMBRANE CLAMP AND ADJUSTABLE COLLAR.

" PROVIDE DEEP SEAL TRAP OR TRAP PRIMER FROM NEAREST FIXTURE TO FLOOR DRAINS IN ACCORDANCE W/ FLORIDA PLUMBING CODE.

" PROVIDE RH OR LH TRIP LEVER FOR ABA/ADA WATER CLOSETS AS REQUIRED FOR GRAB BAR CONFIGURATION.

" PIPE SIZE CONNECTION INDICATED SHALL BE FULL SIZE TO EACH FIXTURE ROUGH IN.

" PROVIDE APPROPRIATE SUPPORT CARRIER FOR WALL MOUNTED FIXTURES.

NOTES:

" FURNISH WATER HEATER WITH T&P RELIEF VALVE, ANODE ROD, DIP TUBE, DRAIN VALVE, DIELECTRIC CONNECTIONS OR UNIONS.

" PROVIDE WATER HEATER STAND WITH DRAIN PAN AND ROUTE DRAIN TO NEAREST FLOOR DRAIN.

" WATER HEATER SHALL MEET OR EXCEED THE THERMAL EFFICIENCY AND/OR STANDBY LOSS REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND

CURRENT EDITION OF ASHRAE 90.1.

" PROVIDE ASSE 1070 TEMPERATURE REDUCING MIXING VALVE.

DOMESTIC WATER THERMAL EXPANSION TANK SCHEDULE

MARK

CAPACITY

GAL

MAX

ACCEPTABL

E VOLUME

GAL

MAX

WORKING

PRESSURE

PSI

WEIGHT

LBS

DESCRIPTION

ET−1 2.1 1.27 150 5 BASIS OF DESIGN: AO SMITH PMC−2

NOTES:

" BUTYL RUBBER PARABOLIC DIAPHRAGM TYPE.

" FIELD ADJUSTABLE PRE−CHARGED WITH A 38 PSI AIR CHARGE.

P−2

1 DFU P−2

1 DFU

P−3A

4 DFU

P−3

4 DFU

P−1

4 DFU

P−2A

1 DFU

P−1A

4 DFU

P−5

4 DFU

P−2

1 DFU

P−2

1 DFU

P−1

4 DFU

P−1

4 DFU

P−1

4 DFU

P−1

4 DFU

P−1A

4 DFU

4"FCO

P−2A

1 DFU

2−WAY

4"GCO

4"FCO

2" V

FD/SI

3 DFU

2" V

2" V

2" SS

2" V P−1

4 DFU

4" SS

4" SS

4" SS

4" SS

4" SS

2" SS

4"

SS

4"

SS

FD/SI

3 DFU

FD/SI

3 DFU

4"

SS

2" S

S

2" S

S

S S

2" S

S

4"FCO

4" SS

4"

SS

4" SS

4" SS

4" SS

3" SS

S S

S S

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2 1/2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2" V

2 1 /2"

V

1/ 2"

V

2" V

4"FCO

4" SS

REFER TO CIVIL FOR

CONTINUATION.

16' - 6 29/32"

1' - 4"

13' - 4 1/2"

/3

23' - 8 13/16"

/3

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

/2

/2

:2

:2

A

M

P-901

PLUMBING

SANITARY SEWER

& VENT RISER

PLAN

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

SANITARY SEWER & VENT RISER PLAN

P−2

1.5 CWFU

1.5 HWFU

P−2

1.5 CWFU

1.5 HWFU

P−1

5 CWFU

0 HWFU

P−1

5 CWFU

0 HWFU

P−1

5 CWFU

0 HWFU

P−1

5 CWFU

0 HWFU

P−2A

1.5 CWFU

1.5 HWFU

P−1A

5 CWFU

0 HWFU

P−5

3 CWFU

3 HWFU

ET−1

P−1A

5 CWFU

0 HWFU

P−2A

1.5 CWFU

1.5 HWFU

P−1

5 CWFU

0 HWFU

P−3

5 CWFU

0 HWFU

P−3A

5 CWFU

0 HWFU

P−2

1.5 CWFU

1.5 HWFU

P−2

1.5 CWFU

1.5 HWFU WH/VB

HB/VB

TMV

EWH−1

P−1

5 CWFU

0 HWFU

WH/VB

2" DCW

16' - 1 3/16"

22' - 8 1/8"

/1

2' - 10 3/4"

11' - 11 3/4"

2" D

C W

18' - 8 31/32"

1 1/ 2"

DC

W

1 1/ 2"

DC

W

3/ D H W

1/ 2"

D C W

2"

DC

W

1/ 2"

D C W

3/ D H W

1/ 2"

D H W

2"

DC

W

1/2 " D

HW

1/ 2"

D C W

1/2 " D

HW

1/ 2"

D H W

1/ 2"

D C W

1 1/ 2"

DH

W

1 1/ 2"

DH

W

1 1/ 2"

DH

W

REFER TO CIVIL FOR

CONTINUATION.

SCALE:

877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759

A

54321

B

C

D

E

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

W3 Engineering Inc.

110 E. WRIGHT ST.

PENSACOLA, FL 32501

T: (850)629-8270

F: (888)478-4898

FL P.E. #: 70595

FL AUTHORIZATION #: 31078

James E. Wells III

P.E. Number: 70595

/2

/2

:2

:2

A

M

P-902

PLUMBING

DOMESTIC WATER

RISER PLAN

-G

R A

Y T

O N

B E

A C

H

E n te r a d d re s s h e re

7/15/24

BEJ

JEW3

JEW3

ISSUED FOR BID

DOMESTIC WATER RISER PLAN