florida license number 05371 p: 850-438 ... - green-simmons

14
M C ) ( ) ( -O elbow turn up ■D ELBOW TURN DOWN 1 -------- X- •G i& & + o 0 $1 I -K33------ GLOBE VALVE k ■c&i&0 0 v 0 ^ddV I SIZE: I ANSI D SHEET NOTE HOT WATER RETURN PIPING HOSE BIBB (HB) OR WALL HYDRANT (WH) FLOOR CLEANOUT FLOOR DRAIN CLEANOUT TO GRADE VENT THRU ROOF FD COTG VTR UNION FCO SANITARY PIPING COLD WATER SUPPLY PIPING HOT WATER SUPPLY PIPING VENT PIPING G GAS PIPING LEGEND 1 ABBREVIATIONS GENERAL NOTES ADA AFF BFP CFH CFM CFU CO COAC CONC COTG CW DF DFU DIA DN EL OR ELEV EWC FCO FD FS FT FV GALV GPF GPM GWH HB HD HFU HW HWR INV MECH NC NG NO PSI S SH SK SS TLT TYP U V VTR W W/ WC WCO WH WHA AMERICANS WITH DISABILITIES ACT ABOVE FINISH FLOOR BACKFLOW PREVENTER CUBIC FEET PER HOUR CUBIC FEET PER MINUTE COLD WATER FIXTURE UNITS CLEANOUT CLEANOUT ABOVE CEILING CONCRETE CLEANOUT TO GRADE COLD WATER DRINKING FOUNTAIN DRAINAGE FIXTURE UNITS DIAMETER DOWN ELEVATION ELECTRICAL WATER COOLER FLOOR CLEANOUT FLOOR DRAIN FLOW SWITCH FOOT OR FEET FLUSH VALVE GALVANIZED GALLONS PER FLUSH GALLONS PER MINUTE GAS WATER HEATER HOSE BIBB HUB DRAIN HOT WATER FIXTURE UNITS HOT WATER HOT WATER RETURN INVERT MECHANICAL NORMALLY CLOSED NATURAL GAS NORMALLY OPEN POUNDS PER SQUARE INCH SANITARY SHOWER SINK STAINLESS STEEL TOILET TYPICAL URINAL VENT VENT THROUGH ROOF WASTE WITH WATER CLOSET (TOILET) WALL CLEANOUT WALL HYDRANT WATER HAMMER ARRESTOR 1. PLUMBING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, SIZES, AND CONNECTION LOCATIONS BEFORE ANY PIPE CUTTING IS COMMENCED. 2. THE PIPING SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL ARRANGE WORK IN A NEAT AND ORDERLY MANNER. THE PLUMBING CONTRACTOR SHALL MAKE ANY OFFSETS, TRANSITIONS, AND OTHER MINOR ADJUSTMENTS AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM INSTALLATION. COORDINATE ALL PIPING WITH DUCTWORK SHOP DRAWINGS. ROUTE PIPING AS REQUIRED TO AVOID CONFLICTS. 3. PRIOR TO START OF ANY WORK, COORDINATE SANITARY SEWER AND POTABLE WATER PIPING WITH CIVIL DRAWINGS. FIELD VERIFY PIPE INVERTS PRIOR TO LAYING OUT SANITARY SEWER PIPING. 4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY OR PERMANENT CAPS FOR PIPING. CONTRACTOR SHALL NOT LEAVE PIPING OPEN ENDED. 5. DRAWINGS SHOW GENERAL SIZE AND APPROXIMATE LOCATIONS. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT OF THE UTILITY SYSTEM. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS SIZE, LOCATION, DEPTH. THE CONTRACTOR SHALL INSTALL ALL SYSTEMS ACCORDING TO THE ACTUAL FIELD CONDITIONS FOUND. ANY PLUMBING SYSTEM COMPONENT INSTALLED INCORRECTLY DUE TO FIELD CONDITIONS SHALL BE REMOVED AND INSTALLED CORRECTLY AT THE EXPENSE OF THE CONTRACTOR. 6. REFER TO RISERS FOR SIZES NOT INDICATED ON PLAN VIEWS. RISERS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL OFFSETS, BENDS, FITTINGS, ETC. 7. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION AND OPERATION OF OWNER FURNISHED EQUIPMENT. 8. INSTALL ALL EQUIPMENT AND PIPING PER MANUFACTURERS REQUIREMENTS AND TO MANUFACTURERS RECOMMENDED CLEARANCES. 9. ALL TRAP PRIMERS AND DOMESTIC WATER ISOLATION VALVES SHALL BE ACCESSIBLE. ISOLATION VALVES SHALL BE OF THE QUARTER TURN BALL TYPE. 10. PROVIDE ACCESS DOORS/PANELS IN NON ACCESSIBLE WALLS AND CEILINGS FOR ALL VALVES, SHOCK ABSORBERS, AND ALL OTHER ITEMS THAT REQUIRE ACCESS FOR PROPER MAINTENANCE. COORDINATE COLOR AND INSTALLATION OF ACCESS DOORS WITH ARCHITECTURAL. 11. BALL VALVES SHALL BE PROVIDED ON ALL WATER BRANCH LINES TO ALL EQUIPMENT, HOSE BIBBS, AND RISER TAKE-OFFS. 12. THE CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF BUILDING WITHOUT PRIOR CONSENT OF STRUCTURAL ENGINEER. 13. DO NOT MOUNT DISCONNECT SWITCHES ON PLUMBING EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER. 14. PLUMBING CONTRACTOR TO COORDINATE WITH OTHER TRADES AS REQUIRED FOR INSTALLATION OF EQUIPMENT AND ANY OTHER PLUMBING ITEMS. 15. ALL PENETRATIONS OF FIREWALLS, CEILINGS, FLOORS, ETC. FOR PIPING SHALL BE UL LISTED FIRESTOPS AND SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO SHALL OBTAIN MANUFACTURER SHOP DRAWINGS AT JOBSITE FOR ALL PENETRATIONS. 16. ALL (VTR'S) VENT THRU ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BE COORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKE OPENINGS 17. CONTRACTOR SHALL PROVIDE GENERAL WARRANTY FOR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL COMPLETION. 18. REFER TO SPECIFICATIONS FOR EQUIPMENT IDENITIFICIATION. 19. PROVIDE ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS. 20. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION AND OPERATION OF OWNER FURNISHED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 21. COMPLY WITH SPECIFICATIONS FOR PIPE SLEEVES, HANGER SELECTIONS, AND APPLICATIONS. 22. REFER TO SPECIFICATIONS FOR PIPE INSULATION AND JACKETING REQUIREMENTS. 23. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM START-UP SERVICES AND TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN EQUIPMENT. 24. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED A MINIMUM OF 12" AND SHALL BE PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVED SEALS AT ALL ROOF PENETRATIONS. 25. PROVIDE PREFABRICATED WATER HAMMER ARRESTOR AT EACH NEW BATHROOM GROUP ON HOT AND COLD WATER PIPING. 26. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS. 27. PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. 28. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGH FOUNDATION FOOTING, WALL OR GRADE BEAM SHALL BE PROVIDED WITH A RELIEVING ARCH OR PIPE SLEEVE 2 (TWO) PIPE SIZES GREATER THAN PIPE SIZE INDICATED ON PLANS. COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS. 29. SEE TOILET ROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHT. 30. COORDINATE EXACT LOCATION OF ALL EXTERIOR WALL HYDRANTS WITH MASONRY COURSING. 31. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVE SANITARY PLUMBING SYSTEM CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFERE OR PREVENT ADEQUATE CONVEYANCE OF MATERIALS FROM MOVING THROUGH AND TERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES. 32. COORDINATE FLOOR DRAIN LOCATIONS IN GANG TOILET ROOMS WITH ARCHITECTURAL. 33. PROVIDE BASE CLEANOUT AT LOWEST FLOOR LEVEL ON ALL SANITARY STACKS & WASTE STACKS. EXACT LOCATION OF ALL CLEANOUTS MUST BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. 34. ALL COMPONENTS OF PLUMBING SYSTEMS ARE TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. 35. WATER LINES FOR ICE MAKERS AND REFRIGERATORS SHALL BE BRAIDED STAINLESS STEEL. 36. CONTRACTOR SHALL DEVELOP AND SUBMIT COORDINATION DRAWINGS WHICH IDENTIFY AND RESOLVE POTENTIAL CONFLICTS BETWEEN PLUMBING WORK, STRUCTURAL, FIRE SPRINKLER, HVAC DUCTWORK, AND ELECTRICAL SYSTEMS. 37. ALL PIPING PASSING THROUGH A SECURED WALL OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. 38. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS. CONTRACTOR SHALL CONNECT TO NEAREST POTABLE WATER SUPPLY WITHIN VICINITY. 39. ALL WORK SHALL COMPLY WITH THE FOLLOWING AGENCIES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL PLUMBING CODE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE) ALL APPLICABLE LOCAL CODES, ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION 1 NOT TO SCALE DETAIL WATER HAMMER ARRESTOR EQUIPMENT TAG DRAWING DESCRIPTION GATE VALVE BALL VALVE BUTTERFLY VALVE SWING CHECK VALVE SPRING CHECK VALVE PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE. PIPE FULL SIZE DISCHARGE TO FLOOR DRAIN. UNION GLOBE VALVE THERMAL EXPANSION VALVE ANGLE VALVE SOLENOID VALVE FLEXIBLE PIPE CONNECTOR STRAINER WITH BLOW DOWN GATE VALVE FULL SIZE OF STRAINER AND 3/4" HOSE END CONNECTION WITH CAP ELBOW TURN UP ELBOW TURN DOWN CONNECTION, BOTTOM CONNECTION, TOP PIPE SIZE TRANSITION PRV EF 1 CLEANOUT ABOVE CEILING CONSULTING GROUP,INC. WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080 901 W. Garden St. Pensacola, FL 32502 P: 850-438-0050 F: 850-432-8631 FLORIDA LICENSE NUMBER 05371 MECHANICAL ELECTRICAL STRUCTURAL COMMUNICATIONS INDUSTRIAL S C H M I D T . SCG PROJECT: 2015-176 1 A SHEET IDENTIFICATION US Army Corps of Engineers ® Mobile District U.S. ARMY CORPS OF ENGINEERS DESIGNED BY: BULLOCK TICE ASSOCIATES 909 E. CERVANTES STREET, SUITE B. PENSACOLA, FLORIDA 2 3 4 5 B C D DWN BY: SUBMITTED BY: PLOT SCALE: SIZE: CKD BY: PLOT DATE: DATE: SOLICITATION NO.: CONTRACT NO.: PROJECT NUMBER: FILE NAME: MARK DESCRIPTION DATE APPR. MARK DESCRIPTION DATE APPR. 1:1 ANSI D MOBILE DISTRICT MOBILE, ALABAMA M015ES13 FY16 ADDITION TO 39 IOS FACILITY HURLBURT FIELD, FLORIDA P-001 PLUMBING LEGEND C. DAY C. DAY W. JONES W. JONES FEBRUARY 8, 2017 P001ES13.DWG W91278-17-R-0010

Upload: others

Post on 03-May-2022

1 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

MC ) ( ) (-O elbow turn up

■D ELBOW TURN DOWN

1

--------X-•G i&

&+

o

0 $1I

-K33------ GLOBE VALVE

k ■c&i—

&—

0

0 v

0

^ddVI

I SIZ

E:I A

NSI D

SHEET NOTE

HOT WATER RETURN PIPING

HOSE BIBB (HB) ORWALL HYDRANT (WH)

FLOOR CLEANOUT

FLOOR DRAIN

CLEANOUT TO GRADE

VENT THRU ROOF

FD

COTG

VTR

UNION

FCO

SANITARY PIPING

COLD WATER SUPPLY PIPING

HOT WATER SUPPLY PIPING

VENT PIPING

G GAS PIPING

LEGEND

1

ABBREVIATIONS GENERAL NOTES

ADAAFF

BFP

CFHCFMCFUCOCOACCONCCOTGCW

DFDFUDIADN

EL OR ELEVEWC

FCOFDFSFTFV

GALVGPFGPMGWH

HBHDHFUHWHWR

INV

MECH

NCNGNO

PSI

SSHSKSS

TLTTYP

U

VVTR

WW/WCWCOWHWHA

AMERICANS WITH DISABILITIES ACTABOVE FINISH FLOOR

BACKFLOW PREVENTER

CUBIC FEET PER HOURCUBIC FEET PER MINUTECOLD WATER FIXTURE UNITSCLEANOUTCLEANOUT ABOVE CEILINGCONCRETECLEANOUT TO GRADECOLD WATER

DRINKING FOUNTAINDRAINAGE FIXTURE UNITSDIAMETERDOWN

ELEVATIONELECTRICAL WATER COOLER

FLOOR CLEANOUTFLOOR DRAINFLOW SWITCHFOOT OR FEETFLUSH VALVE

GALVANIZEDGALLONS PER FLUSHGALLONS PER MINUTEGAS WATER HEATER

HOSE BIBBHUB DRAINHOT WATER FIXTURE UNITSHOT WATERHOT WATER RETURN

INVERT

MECHANICAL

NORMALLY CLOSEDNATURAL GASNORMALLY OPEN

POUNDS PER SQUARE INCH

SANITARYSHOWERSINKSTAINLESS STEEL

TOILETTYPICAL

URINAL

VENTVENT THROUGH ROOF

WASTEWITHWATER CLOSET (TOILET)WALL CLEANOUTWALL HYDRANTWATER HAMMER ARRESTOR

1. PLUMBING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, SIZES, AND CONNECTION LOCATIONS BEFORE ANY PIPECUTTING IS COMMENCED.

2. THE PIPING SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL ARRANGE WORK IN A NEAT ANDORDERLY MANNER. THE PLUMBING CONTRACTOR SHALL MAKE ANY OFFSETS, TRANSITIONS, AND OTHER MINORADJUSTMENTS AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM INSTALLATION. COORDINATE ALL PIPING WITHDUCTWORK SHOP DRAWINGS. ROUTE PIPING AS REQUIRED TO AVOID CONFLICTS.

3. PRIOR TO START OF ANY WORK, COORDINATE SANITARY SEWER AND POTABLE WATER PIPING WITH CIVIL DRAWINGS. FIELDVERIFY PIPE INVERTS PRIOR TO LAYING OUT SANITARY SEWER PIPING.

4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY OR PERMANENT CAPS FOR PIPING. CONTRACTOR SHALL NOT LEAVE PIPINGOPEN ENDED.

5. DRAWINGS SHOW GENERAL SIZE AND APPROXIMATE LOCATIONS. THE DRAWINGS ARE INTENDED TO SHOW THE GENERALARRANGEMENT OF THE UTILITY SYSTEM. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS SIZE, LOCATION,DEPTH. THE CONTRACTOR SHALL INSTALL ALL SYSTEMS ACCORDING TO THE ACTUAL FIELD CONDITIONS FOUND. ANYPLUMBING SYSTEM COMPONENT INSTALLED INCORRECTLY DUE TO FIELD CONDITIONS SHALL BE REMOVED AND INSTALLEDCORRECTLY AT THE EXPENSE OF THE CONTRACTOR.

6. REFER TO RISERS FOR SIZES NOT INDICATED ON PLAN VIEWS. RISERS ARE DIAGRAMMATIC AND ARE NOT INTENDED TOINDICATE ALL OFFSETS, BENDS, FITTINGS, ETC.

7. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATIONAND OPERATION OF OWNER FURNISHED EQUIPMENT.

8. INSTALL ALL EQUIPMENT AND PIPING PER MANUFACTURERS REQUIREMENTS AND TO MANUFACTURERS RECOMMENDEDCLEARANCES.

9. ALL TRAP PRIMERS AND DOMESTIC WATER ISOLATION VALVES SHALL BE ACCESSIBLE. ISOLATION VALVES SHALL BE OF THEQUARTER TURN BALL TYPE.

10. PROVIDE ACCESS DOORS/PANELS IN NON ACCESSIBLE WALLS AND CEILINGS FOR ALL VALVES, SHOCK ABSORBERS, AND ALLOTHER ITEMS THAT REQUIRE ACCESS FOR PROPER MAINTENANCE. COORDINATE COLOR AND INSTALLATION OF ACCESSDOORS WITH ARCHITECTURAL.

11. BALL VALVES SHALL BE PROVIDED ON ALL WATER BRANCH LINES TO ALL EQUIPMENT, HOSE BIBBS, AND RISER TAKE-OFFS.12. THE CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF BUILDING WITHOUT PRIOR CONSENT OF STRUCTURAL

ENGINEER.13. DO NOT MOUNT DISCONNECT SWITCHES ON PLUMBING EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER.14. PLUMBING CONTRACTOR TO COORDINATE WITH OTHER TRADES AS REQUIRED FOR INSTALLATION OF EQUIPMENT AND ANY

OTHER PLUMBING ITEMS.15. ALL PENETRATIONS OF FIREWALLS, CEILINGS, FLOORS, ETC. FOR PIPING SHALL BE UL LISTED FIRESTOPS AND SHALL BE

INSTALLED AS PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO SHALL OBTAIN MANUFACTURER SHOPDRAWINGS AT JOBSITE FOR ALL PENETRATIONS.

16. ALL (VTR'S) VENT THRU ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BECOORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKE OPENINGS

17. CONTRACTOR SHALL PROVIDE GENERAL WARRANTY FOR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINALCOMPLETION.

18. REFER TO SPECIFICATIONS FOR EQUIPMENT IDENITIFICIATION.19. PROVIDE ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS.20. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION

AND OPERATION OF OWNER FURNISHED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.21. COMPLY WITH SPECIFICATIONS FOR PIPE SLEEVES, HANGER SELECTIONS, AND APPLICATIONS.22. REFER TO SPECIFICATIONS FOR PIPE INSULATION AND JACKETING REQUIREMENTS.23. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM START-UP SERVICES AND TO TRAIN OWNER'S

MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN EQUIPMENT.24. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED A MINIMUM OF 12" AND SHALL BE

PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVED SEALS AT ALL ROOF PENETRATIONS.25. PROVIDE PREFABRICATED WATER HAMMER ARRESTOR AT EACH NEW BATHROOM GROUP ON HOT AND COLD WATER

PIPING.26. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS.27. PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.28. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGH FOUNDATION FOOTING, WALL OR GRADE

BEAM SHALL BE PROVIDED WITH A RELIEVING ARCH OR PIPE SLEEVE 2 (TWO) PIPE SIZES GREATER THAN PIPE SIZEINDICATED ON PLANS. COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS.

29. SEE TOILET ROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHT.30. COORDINATE EXACT LOCATION OF ALL EXTERIOR WALL HYDRANTS WITH MASONRY COURSING.31. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVE SANITARY PLUMBING SYSTEM

CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFERE OR PREVENT ADEQUATE CONVEYANCE OF MATERIALSFROM MOVING THROUGH AND TERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES.

32. COORDINATE FLOOR DRAIN LOCATIONS IN GANG TOILET ROOMS WITH ARCHITECTURAL.33. PROVIDE BASE CLEANOUT AT LOWEST FLOOR LEVEL ON ALL SANITARY STACKS & WASTE STACKS. EXACT LOCATION OF ALL

CLEANOUTS MUST BE COORDINATED AND APPROVED PRIOR TO INSTALLATION.34. ALL COMPONENTS OF PLUMBING SYSTEMS ARE TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.35. WATER LINES FOR ICE MAKERS AND REFRIGERATORS SHALL BE BRAIDED STAINLESS STEEL.36. CONTRACTOR SHALL DEVELOP AND SUBMIT COORDINATION DRAWINGS WHICH IDENTIFY AND RESOLVE POTENTIAL

CONFLICTS BETWEEN PLUMBING WORK, STRUCTURAL, FIRE SPRINKLER, HVAC DUCTWORK, AND ELECTRICAL SYSTEMS.37. ALL PIPING PASSING THROUGH A SECURED WALL OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER

TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER.38. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS. CONTRACTOR SHALL CONNECT TO NEAREST POTABLE WATER SUPPLY

WITHIN VICINITY.39. ALL WORK SHALL COMPLY WITH THE FOLLOWING AGENCIES:• 2012 INTERNATIONAL BUILDING CODE• 2012 INTERNATIONAL PLUMBING CODE• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)• AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE)• ALL APPLICABLE LOCAL CODES, ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION

1 NOT TO SCALEDETAIL

WATER HAMMER ARRESTOR

EQUIPMENT TAG

DRAWING DESCRIPTION

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

SWING CHECK VALVE

SPRING CHECK VALVE

PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE. PIPEFULL SIZE DISCHARGE TO FLOOR DRAIN.

UNION

GLOBE VALVE

THERMAL EXPANSION VALVE

ANGLE VALVE

SOLENOID VALVE

FLEXIBLE PIPE CONNECTOR

STRAINER WITH BLOW DOWN GATE VALVE FULLSIZE OF STRAINER AND 3/4" HOSE ENDCONNECTION WITH CAP

ELBOW TURN UP

ELBOW TURN DOWN

CONNECTION, BOTTOM

CONNECTION, TOP

PIPE SIZE TRANSITION

PRV

EF1

CLEANOUT ABOVE CEILING

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-001

PLUM

BING

LEG

END

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P001

ES13

.DW

G

W91

278-

17-R

-001

0

Page 2: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

M

)METERS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) C700 AND MEET THE FOLLOWING CRITERIA:1. POSITIVE DISPLACEMENT, OSCILLATING PISTON, OR OSCILLATING DISC TYPE.2. MAGNETIC DRIVE WITH MAGNETIC SHIELDING.3. STRAIGHT READING SEALED REGISTER GRADUATED IN GALLONS.4. ALL BRONZE SPLIT CASE.5. INTEGRAL STRAINER.6. THREADED ENDS.7. WITH PULSE SWITCH INITIATOR.8. WATER METER SHALL BE LOCATED IN THE MECHANICAL ROOM. IF CONDITIONS REQUIRE AN ALTERNATE LOCATION, THE LOCATION SHALL BE APPROVED PRIOR TO INSTALLATION BY THE CONTRACTING OFFICER.WATER METERS MUST BE CAPABLE OF ACCURATELY MEASURING AND HANDLING WATER AT PRESSURE, TEMPERATURES, AND FLOW RATES ENCOUNTERED. THE PULSE INITIATOR WILL PROVIDE THE MAXIMUM NUMBER OF PULSES, UP TO 500 PER MINUTE, OBTAINABLE FROM THE MANUFACTURER; AND NOT LESS THAN 1 PULSE PER 100 GALLONS.WATER METERS SHALL BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTE READOUT. WATER METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUS FLEXNET ADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THE EXISTING FLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEM COMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BY BASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER AND ENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM.

^ddVI

I SIZ

E:I A

NSI D

GAS METER AND REGULATOR NOTES1. GAS METER SHALL BE TO MIL SPEC MIL-M-18294, STYLE B, WITHOUT RESETTABLE COUNTER. GAS

METERS MUST BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTE READOUT.GAS METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUS FLEXNETADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THE EXISTINGFLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEMCOMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BYBASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER ANDENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM. PULSE SWITCH INITIATORS WILLPROVIDE THE MAXIMUM NUMBER OF PULSES PER 2.83 CUBIC METERS (100 CUBIC FEET).METERS WILL BE CALIBRATED AND HAVE LOCAL READOUT CAPABILITY IN VOLUMETRIC UNITS OF100 CUBIC FEET. METER SHALL BE PIPE MOUNTED AND SHALL BE SUITABLE FOR GAS PRESSURE,TEMPERATURE, AND FLOW RATE. METERS ARE TO BE DIRECT READING WITHOUT HAVING TOAPPLY A MULTIPLICATION FACTOR.

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A GAS METER BY-PASS HARNESS TO ENSURECONTINUOUS GAS FLOW FROM THE UTILITY RISER TO THE BUILDING NATURAL GASDISTRIBUTION PIPING WHEN THE METER IS REMOVED FOR FUTURE MAINTENANCE ANDCALIBRATION. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCALCODES AND STANDARDS.

3. REGULATOR SHALL BE SIZED FOR PRESSURE, TEMPERATURE AND FLOW RATE AS REQUIRED BYLOCAL GAS VENDOR. BODY OF PRESSURE REGULATORS SHALL BE STEEL.

4. METER, BY-PASS HARNESS, AND REGULATOR SHALL CONFORM TO THE REQUIREMENTS OFOKALOOSA GAS DISTRICT, THE LOCAL GAS VENDOR.

WATER METER NOTES1. METERS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) C700 AND MEET

THE FOLLOWING CRITERIA:1. POSITIVE DISPLACEMENT, OSCILLATING PISTON, OR OSCILLATING DISC TYPE.2. MAGNETIC DRIVE WITH MAGNETIC SHIELDING.3. STRAIGHT READING SEALED REGISTER GRADUATED IN GALLONS.4. ALL BRONZE SPLIT CASE.5. INTEGRAL STRAINER.6. THREADED ENDS.7. WITH PULSE SWITCH INITIATOR.8. WATER METER SHALL BE LOCATED IN THE MECHANICAL ROOM. IF CONDITIONS REQUIRE ANALTERNATE LOCATION, THE LOCATION SHALL BE APPROVED PRIOR TO INSTALLATION BY THECONTRACTING OFFICER.

2. WATER METERS MUST BE CAPABLE OF ACCURATELY MEASURING AND HANDLING WATER ATPRESSURE, TEMPERATURES, AND FLOW RATES ENCOUNTERED. THE PULSE INITIATOR WILLPROVIDE THE MAXIMUM NUMBER OF PULSES, UP TO 500 PER MINUTE, OBTAINABLE FROM THEMANUFACTURER; AND NOT LESS THAN 1 PULSE PER 100 GALLONS.

3. WATER METERS SHALL BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTEREADOUT. WATER METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUSFLEXNET ADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THEEXISTING FLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEMCOMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BYBASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER ANDENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM.

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-002

PLUM

BIN

G N

OTE

S

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P002

ES13

.DW

G

W91

278-

17-R

-001

0

NATURAL GAS DEMANDEQUIPMENT DEMAND (CFH) QTY. DEMAND (CFH)

TOTAL (CFH)

BOILER 1500 1 1500GAS WATER HEATER 120 1 120

1620

Page 3: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

M

BRONZE BODY HOSE BIBB, BRONZE BODY, MANUAL VALVE, 3X” IP FEMALE INLET, 3X” MALE HOSE CONNECTION, CHROME FINISH, ANTI-SIPHON, NON-REMOVABLE VACUUM BREAKER. MOUNT AT 3'-6" A.F.F.

^ddVI M

dVWN

I SIZ

E:I A

NSI D

PLUMBING FIXTURE SCHEDULE

MARK

FIXTURE CONNECTIONS

FIXTURE NAMEMFR BASISOF DESIGN DESCRIPTION

WASTE CW HW

IN IN IN

P-1 WATER CLOSET AMERICANSTANDARD

VITREOUS CHINA, ELONGATED, FLOOR-MOUNTED, 15" HEIGHT. PROVIDE WITH SELF CLEANING MANUAL 1.28GPFFLUSH VALVE, WHITE OPEN-FRONT SEAT WITHOUT COVER, AND WITH STAINLESS STEEL SELF SUSTAINING CHECKHINGES. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.

3 1 -

P-1A WATER CLOSET(ADA)

AMERICANSTANDARD

VITREOUS CHINA, ELONGATED, FLOOR-MOUNTED, ADA HEIGHT. PROVIDE WITH SELF CLEANING MANUAL 1.28GPFFLUSH VALVE, WHITE OPEN-FRONT SEAT WITHOUT COVER, AND WITH STAINLESS STEEL SELF SUSTAINING CHECKHINGES. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION. INSTALL INACCORDANCE TO ADA GUIDELINES.

3 1 -

P-2 URINAL AMERICANSTANDARD

VITREOUS CHINA, WALL-MOUNTED WITH CARRIER, TOP SPUD AND FLUSHING RIM. PROVIDE WITH SELF CLEANINGMANUAL 0.125 GPF FLUSH VALVE. PROVIDE WITH ALL APPURTENANCES FOR A COMPLETE AND FUNCTIONINGINSTALLATION. MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS.

2 3/4 -

P-2A URINAL (ADA) AMERICANSTANDARD

VITREOUS CHINA, WALL-MOUNTED WITH CARRIER, TOP SPUD AND FLUSHING RIM. PROVIDE WITH SELF CLEANINGMANUAL 0.125 GPF FLUSH VALVE. PROVIDE WITH ALL APPURTENANCES FOR A COMPLETE AND FUNCTIONINGINSTALLATION. INSTALL IN ACCORDANCE TO ADA GUIDELINES. MOUNTING HEIGHT SHALL BE PER ADAREQUIREMENTS.

2 3/4 -

P-3UNDERCOUNTER

MOUNT LAVATORY(ADA)

AMERICANSTANDARD

19” X 15” VITREOUS CHINA, OVAL UNDER COUNTER MOUNT LAVATORY WITH REAR OVERFLOW. PROVIDE WITHCHROME PLATED CAST SPOUT .5 GPM METERING TAP (PUSH BUTTON) FAUCET. PROVIDE WITH GRID STRAINER,P-TRAP, STOPS WITH FLEX SUPPLIES. PROVIDE WITH ADA COMPLIANT UNDERSINK PROTECTION INSULATION KIT.MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS. PROVIDE WITH POINT OF USE MIXING VALVE. PROVIDE ALLAPPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.

1 1/2 1/2 1/2

P-4 MOP SINK FIAT; ZURN

PRECAST TERRAZZO 36"x36"x12" CORNER MOP SINK MADE OF MARBLE CHIPS CAST IN PORTLAND CEMENT.PROVIDE WITH ROUGH CHROME PLATED CAST BRASS 8" SINK FAUCET, QUARTER TURN CERAMIC DISCCARTRIDGES, INTEGRAL SERVICE STOPS, VACUUM BREAKER, 3/4" HOSE THREADED OUTLET, PAIL HOOK ANDADJUSTABLE WALL BRACE.

3 1/2 1/2

P-5 BREAK ROOM SINK(SINGLE BOWL) ELKAY

22" x19", 16 GAUGE SINGLE COMPARTMENT, 6" BOWL DEPTH, COUNTERMOUNT, STAINLESS STEEL, SATIN FINISHAND SOUND DEADENING MATERIAL ON SIDES AND BOTTOM. PROVIDE 0.5 GPM TOP MOUNT, SWIVEL SPOUT, LESSSPRAY, STRAINERS WITH REMOVABLE CRUMB CUPS AND STOPPERS. SINK DRILLINGS SHALL ACCOMMODATEFITTING INSTALLATION ONLY, NO OTHER CAPPED OPENINGS SHALL BE ALLOWED. PROVIDE WITH ALLAPPURTENANCES AS NECESSARY. PROVIDE WITH REVERSE OSMOSIS INLINE WATER FILTER.

1 1/2 1/2 1/2

P-6 WATER COOLER(ADA) ELKAY

SELF CONTAINED, BI-LEVEL, ELECTRIC REFRIGERATED, PERFORATED STAINLESS STEEL SCREENING. PROVIDEWITH BOTTLE FILLING STATION. PROVIDE WITH WALL MOUNTING FRAME. PUSH BUTTTON ACTIVATION AND WATERFILTER. FIXTURE SHALL MEET ADA GUIDELINES AND SHALL BE LEAD FREE DESIGN. 120V/60 Hz/1 PH. 5.0 FLA.COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. MOUNTING HEIGHT TO BE PER IBC AND ADAREQUIREMENTS.

1 1/2 3/8 -

P-7 ICE MAKER BOX GUY GRAY

RECESSED METAL WALL BOX WITH WHITE POWDER FINISH, COMPLETE WITH QUARTER TURN VALVE WITH 1/2"SWEAT CONNECTION, SHALL BE LEAD FREE AND COMPLY WITH ASME A112.18.1. MOUNT AT 36" A.F.F. MOUNT AT 36"A.F.F., PROVIDE WITH INLINE REVERSE OSMOSIS WATER FILTER. COORDINATE MOUNTING HEIGHT WITHARCHTECTURAL.

- 1/2 -

P-8 LAVATORY AMERICANSTANDARD

VITREOUS CHINA, WALL MOUNTED, 20"x18", FRONT OVERFLOW. PROVIDE WITH CONCEALED ARM CARRIER.PROVIDE WITH CHROME PLATED CAST SPOUT .5 GPM METERING TAP (PUSH BUTTON) FAUCET. PROVIDE WITHGRID STRAINER, P-TRAP, STOPS WITH FLEX SUPPLIES. PROVIDE WITH ADA COMPLIANT UNDERSINK PROTECTIONINSULATION KIT. MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS. PROVIDE WITH POINT OF USE MIXINGVALVE. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.

2 1/2 1/2

MV MIXING VALVE LEONARD

FACTORY ASSEMBLED AND TESTED THERMOSTATIC MIXING VALVE. PROVIDE WITH ADJUSTABLE HIGH TEMP LIMITSTOP AT 110 DEG F, WALL SUPPORT, OUTLET BALL VALVE, LOCKING TEMP REGULATOR HANDLES, COLOR CODEDDIAL THERMOMETER, 1 GPM MINIMUM FLOW, WITH MAXIMUM SYSTEM PRESSURE DROP OF 10 PSI AT 10 GPM.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

- 3/4 3/4

FD FLOOR DRAIN ZURNDEEP SEAL, TRAP PRIMER (CONNECT TO NEAREST CW SUPPLY WITH BALL VALVE SHUT-OFF). PROVIDE INSIDECAULK BOTTOM OUTLET OR TY-SEAL HUB OUTLET WITH ADAPTOR FOR TRAP INSTALLATION. PROVIDE CLAMPINGRINGS FOR FLOORS WITH MEMBRANE.

3 1/2 -

HB HOSE BIBB WOODFORD BRONZE BODY HOSE BIBB, BRONZE BODY, MANUAL VALVE, ¾” IP FEMALE INLET, ¾” MALE HOSE CONNECTION,CHROME FINISH, ANTI-SIPHON, NON-REMOVABLE VACUUM BREAKER. MOUNT AT 3'-6" A.F.F. - 3/4 -

HD HUB DRAIN ZURN DURA COATED CAST IRON BODY, BOTTOM OUTLET. SEEPLANS - -

WH WALL HYDRANT WOODFORD FREEZELESS TYPE, CAST BRONZE, VACUUM BREAKER, LOCKING SHIELD AND REMOVABLE TEE-HANDLE. MOUNT AT3'-6" A.F.F. - 3/4 -

BFP BACKFLOWPREVENTER ZURN

REDUCED PRESSURE PRINCIPLE ASSEMBLY, ASSE LISTED, UL CLASSIFIED, LEAD FREE, AWWA COMPLIANT, 175 PSIWORKING PRESSURE. PROVIDE WITH STRAINER. PRESSURE LOSS THROUGH BFP SHALL NOT EXCEED 13 PSI AT120 GPM.

- 3 -

NOTES:

1. WATER SUPPLY TAPPING TO EACH FIXTURE SHALL BE FULL SIZE.

2. PROVIDE WATER HAMMER ARRESTORS ON HOT & COLD WATER SUPPLY BRANCHES SERVING SINGULAR,

MULTIPLE OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTESTANDARD P.D.I.-WH201 (PER SPECIFICATIONS) SHALL BE EMPLOYED IN DETERMINING PROPER SIZE,

SELECTION, PLACEMENT, LOCATION AND INSTALLATION OF ARRESTORS.

3. MOUNT PLUMBING FIXTURES LABELED "HANDICAP" IN ACCORDANCE WITH ADA REQUIREMENTS.

COORDINATE WITH ARCHITECTURAL DRAWINGS.4. PROVIDE HOT WATER TO FIXTURES WHERE INDICATED.

5. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.

6. PROVIDE FIXTURES WITH ALL APPURTENANCES AS NECESSARY FOR A COMPLETE INSTALLATION.

NATURAL GAS WATER HEATER SCHEDULE

MARK

PERFORMANCE DATA ELECTRICAL DATA

STORAGECAPACITY (GAL) EFFICIENCY

INPUT RATING(MBH)

RECOVERY @100°F RISE

(GPH)

MAX GASPRESSURE

(IN.W.G.) VOLTS PHASE Hz

GWH-1 60 95% 120 173 10 115 1 60

NOTES:

1. PROVIDE WITH AUTOMATIC GAS VALVES, REDUNDANT SOLENOID GAS VALVE, GAS PRESSURE REGULATOR.

2. PROVIDE CSA CERTIFIED AND ASME RATED P&T RELIEF VALVE, DRAIN VALVE AND DRAFT REGULATOR.

3. PROVIDE WITH MODULATING GAS BURNER.

4. RATED FOR ASME WORKING PRESSURE OF 150 PSI, AND STAMPED NATIONAL BOARD, AND LISTED BY UNDERWRITERS LABORATORIES.

5. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.

6. ON-BOARD GRAPHIC CONTROLS SHALL INCLUDE: GRAPHIC USER INTERFACE, HIGH TEMPERATURE LIMIT CONTROL (MANUAL RESET),

UPPER AND LOWER THERMOSTATS, COMBINATION TEMPERATURE AND PRESSURE GAUGE, LOW WATER CUTOFF.

7. THE HEATER SHALL BE INSULATED WITH FOAM INSULATION.

8. ALL INTERNAL SURFACES OF THE HEATER EXPOSED TO WATER SHALL BE GLASS-LINED.

9. GAS TRAIN SHALL BE CAPABLE OF ACCOMMODATING 2 PSI DELIVERY TO WATER HEATER BURNER.

10. HEATER TANK SHALL BE PROVIDED WITH A 5 YEAR PARTS AND LABOR WARRANTY.

11. PROVIDE FACTORY INSTALLED TRAP, CONDENSATE NEUTRALIZER KIT, AND 4" PVC CONCENTRIC VENT KIT PER MFR RECOMMENDATIONS.

12. MEETS THERMAL EFFICIENCY AND/OR STANDBY LOSS REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND CURRENT

EDITION OF ASHRAE 90.1.

13. PROVIDE DRAIN PAN UNDER UNIT. ROUTE DRAIN TO FLOOR DRAIN IN MECHANICAL ROOM.

14. BASIS OF DESIGN IS AO SMITH.

RECIRCULATING PUMP SCHEDULE

MARK SERVICE TYPE

PERFORMANCE DATA ELECTRICAL DATA

CAPACITY -GPM

PUMP HEAD(FT. W.C.) MIN. EFF (%)

MAX. SPEED(RPM) MIN. HP VOLTS PHASE Hz

CP-1 GWH-1 IL 7.0 25.0 50% 1,760 1/8 120 1 60

NOTES:

1. IL - INLINE

2. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.

3. MATERIAL OF CONSTRUCTION SHALL BE BRONZE.

4. PROVIDE WITH AQUASTAT.

5. BASIS OF DESIGN IS TACO.

WATER HAMMER ARRESTOR SCHEDULE

P.D.I. SIZE FIXTURE UNITS SIZETYPE/MODEL NUMBER

(WROUGHT COPPER SHELL) NOTES

A 1-11 1/2" 75001-S 1,2

B 12-32 3/4" 75002-S 1,2

C 33-60 1" 75003-S 1,2

NOTES:

1. REPRESENTS PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I.-WH 201".

2. REPRESENTS ARRESTOR TYPE AND ASSOCIATED MODEL NUMBER DERIVED FROM JOSAM CO.(SHOCK ABSORBERS, WROUGHT COPPER SHELL) AND IS USED AS A STANDARD FOR HELPING

DETERMINE PROPER SELECTION FROM OTHER MANUFACTURERS EQUALLY COMPETENT IN THE

FABRICATION OF AND USING THE SIZING METHOD ESTABLISHED IN ACCORDANCE WITHPLUMBING DRAINAGE INSTITUTE (P.D.I.).

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-003

PLUM

BING

SCH

EDUL

ES

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P003

ES13

.DW

G

W91

278-

17-R

-001

0

Page 4: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

SHEETIDENTIFICATION

P-111

MUS Army Corps of Engineers ® Mobile District

1 2 3 4 5

GENERAL NOTE SHEET NOTES(D(?) PROVIDE SUBMERSIBLE ELEVATOR SUMP PUMP

SIMILAR TO ZOELLER MODEL 153, 50 GPM @ 20 FT HEAD, 1/2HP, 115V/1PH/60HZ, CAST IRON CONSTRUCTION WITH POWDER COATED FINISH, AND STAINLESS STEEL FITTINGS . PROVIDE WITH HIGH WATER AND OIL SENSING ALARMS, ALARM PANEL, AUDIBLE AND LIGHT ALARMS WITH DRY CONTACTS, AND PLUG IN POWER CORD. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. ROUTE 2" PIPE TO HUB DRAIN. SEE DETAIL 7 ON SHEET P401.

1. ALL PIPING PASSING THROUGH A SECURED WALL OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. REFER TO DETAIL 1 ON SHEET P-401.

2" HUB DRAINS PROVIDED FOR MECHANICAL UNIT CONDENSATE COLLECTION. COORDINATE WITH MECHANICAL. SCHMIDT

CONSULTING-GROUP,INC.

© SUMP PUMP ALARM PANEL. TIE INTO DDC SYSTEM FOR ALARMING AT UMCS CONSOLE. ALARM CONTACTS SHALL INCLUDE PUMP RUNNING AND OIL PRESSURE. COODINATE WITH ELECTRICAL. POWER FOR PANEL TO BE TIED INTO THE UPS.

MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIAL

FLORIDA LICENSE NUMBER05371 901 W. Garden St. Pensacola. FL 325

P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

02

DSC G PROJECT: 2015-176

© PROVIDE 4" SCH. 40 PVC PIPE THROUGH WALL AND CAP. SEE DETAIL 3 ON SHEET P-403. PIPE PENETRATION TO BE LOCATED BELOW RAISED FLOOR.(I) 2" HUB DRAINS (HD) PROVIDED FOR GFGI IN RACK

COOLERS CONDENSATE COLLECTION.

CORRIDORI 125 l

© ©1 2 4 6 7

ROUTE 1-1/4" VTO EXTERIOR. \ ROUTE 1-1/4" VTO

EXTERIOR. \COAID

Oc © ©LOBBYCOAC

©I 101 I COAC HDCLASSROOM(CR-3) ©

__ ) I_ _ _ _ _ _ _ _ _ _LAB NET/ TRAINING PROD.

_ _ _ _ _ _ _ sya _ _ _ _ _

r i 111 i

/iT1 - rI 114 IROUTE 1-1/4“ V

UP TO VTR ROUTED ABOVE CEILINGCLASSROOM

(CR-1 )CLASSROOM

(CR-2)CLASSROOM

(CR-4)d iCOMiv 2C l COM IV 1hi:

112109©31 I 108 | | 110 | RÎ3~]ROUTED ABOVE CEILING A ct

COMM LAB SERVERS'

HEELEV./S/TAIRLOBBY

23ROUTED ABOVE

CEILING ©102 | ©©

-ELEVt - --I 1 -

10 c © ©HI cto S'©

JANITOR

c/I 106 IHC IB EQU ROUTED ABOVE CEILINGI ©COAC HD £n:3": :3":

©jr\JI7T71 [©©171V w 3o HD

Ï© CNIA ©s / COAC©COAC© CORRIDOR 64m- 3"- -3"- 3“ COAC.

V p-201p-201----------NCOTG C ACUP TO SECOND

FLOOR HUB DRAINS. &ï COAC o=3“=

VLaJ t ©IROUTED ABOVE CEILING

/r 1 1/4“ V ABOVE ! 2“ SANITARY BELOW]

ELECTRICALROOM

J P'5 n nT

CO CD I 12° IROUTE TO JANITOR SINK. PROVIDE AIR GAP.

SECURESTORAGE

INSTRUCTORCONFERENCE EREAKROOM CO*CD -4"-

I US l I US l I 117 l ÏÏ 1 1 1 1 1 11 1 11 1 1

11 1 1 1 1 1, ____________ iXÉJyUdid

1 1 il 1 i l n 1 i 1 1 1 1! I I I I I I I I I I I I ILJ.J_LJ.J_LJ.J_LJ.J_L1.

bca ® M IEN’S ORRII MECHANICAL

ROOM| ?:q!cdWOMEN'S [ ©o19

n I ns | c< I ï?' I9 ±r I]E Eft/vf©•*

& ■4"- ■4".

COTGA COTG COTG

AA.

INVERT ELEVATION (-3‘-0“) SEE CIVIL FOR CONTINUATION

PLAN WORTH

WASTE AND VENT FIRST FLOOR PLANA 1

8' O' 8' 16'P-111 1/8"= 1'-0"

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

APPR

j/Lm

arkI

I SIZ

E:I A

NSI

DD

ATE

DES

CR

IPTI

ON

MAR

KAP

PR

.D

ATE

DES

CR

IPTI

ON

FILE

NAM

E:

P111

ES13

.DW

G

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3

WA

STE

AN

D V

ENT

FIR

ST F

LOO

R

PLA

NP

LOT

DAT

E:P

LOT

SCAL

E:

SU

BM

ITTE

D B

Y:

W. J

ON

ESC

ON

TRA

CT

NO

.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

P-4

COTG COTGCOTG

4"

4"4"

4"

GWH1

INVERT ELEVATION (-3'-0")SEE CIVIL FOR CONTINUATION

STAIR 1103

ELEV.104

ELEV.EQUIP.

105

JANITOR106

ELEV./STAIRLOBBY

102

LOBBY101

CLASSROOM(CR-4)

113

CR COMM 2112

CLASSROOM(CR-3)

111

CR COMM 1109

CLASSROOM(CR-2)

110

CLASSROOM(CR-1)

108

SECURESTORAGE

115

INSTRUCTORCONFERENCE

116

WOMEN'S118

BREAK ROOM117

ELECTRICALROOM

120

MEN'S119

STAIR 2124

MECHANICALROOM

121

COMM LABSERVER

123

CORRIDOR125

LAB NET/TRAINING PROD.

SYS.114

CORRIDOR122

CORRIDOR107

SHEET NOTES1 PROVIDE SUBMERSIBLE ELEVATOR SUMP PUMP

SIMILAR TO ZOELLER MODEL 153, 50 GPM @ 20 FTHEAD, 1/2HP, 115V/1PH/60Hz, CAST IRONCONSTRUCTION WITH POWDER COATED FINISH,AND STAINLESS STEEL FITTINGS . PROVIDE WITHHIGH WATER AND OIL SENSING ALARMS, ALARMPANEL, AUDIBLE AND LIGHT ALARMS WITH DRYCONTACTS, AND PLUG IN POWER CORD.COORDINATE POWER REQUIREMENTS WITHELECTRICAL. ROUTE 2" PIPE TO HUB DRAIN. SEEDETAIL 7 ON SHEET P401.

2" HUB DRAINS (HD) PROVIDED FOR GFGI IN RACKCOOLERS CONDENSATE COLLECTION.

1

2

2

4"

3"FD

2" HUB DRAINS PROVIDED FOR MECHANICAL UNITCONDENSATE COLLECTION. COORDINATE WITHMECHANICAL.

SUMP PUMP ALARM PANEL. TIE INTO DDC SYSTEM FORALARMING AT UMCS CONSOLE. ALARM CONTACTS SHALLINCLUDE PUMP RUNNING AND OIL PRESSURE. COODINATEWITH ELECTRICAL. POWER FOR PANEL TO BE TIED INTOTHE UPS.

PROVIDE 4" SCH. 40 PVC PIPE THROUGH WALL AND CAP.SEE DETAIL 3 ON SHEET P-403. PIPE PENETRATION TO BELOCATED BELOW RAISED FLOOR.

COACCOAC

COACHD

HD

HD

2

2

2"2"

2"

2"

GENERAL NOTE1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIRED PERUFC 4-010-05. REFER TO ARCHITECTURALDRAWINGS FOR THE LOCATION OF THE SECUREPERIMETER. REFER TO DETAIL 1 ON SHEET P-401.

P-5

P-2014

4"4"

3

3

HD

COAC

3HD3HD

3HD

2"

3"3"

2"2"

COAC

ROUTE TO JANITOR SINK.PROVIDE AIR GAP.

P-2016

COAC

COAC

3"

3"

1 2 3 4 5 6 78

D

C

B

A

E

ROUTED ABOVE CEILING

ROUTED ABOVECEILING

ROUTED ABOVECEILING

ROUTED ABOVECEILING

HD

ROUTED ABOVECEILING

COTG3"3"

HD32"

3"

3"

4

4

ROUTE 1-1/4" V TOEXTERIOR.

ROUTE 1-1/4" VUP TO VTR

ROUTE 1-1/4" V TOEXTERIOR.

1 1/4" V ABOVE2" SANITARY BELOW

UP TO SECONDFLOOR HUB DRAINS.

2"2"

COAC COAC

5

5

5

5

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-111

WA

STE

AND

VENT

FIR

ST F

LOO

RPL

AN

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P111

ES13

.DW

G

W91

278-

17-R

-001

0

P-111 1/8" = 1'-0"

1 WASTE AND VENT FIRST FLOOR PLANPLAN NORTH

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

0' 16'8'8'

Page 5: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

SHEETIDENTIFICATION

P-112

MUS Army Corps of Engineers ® Mobile District

1 2 3 4 5

)C )GENERAL NOTE SHEET NOTESSCHMIDT©1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. REFER TO DETAIL 1 ON SHEET P-401.

CONTINUES DOWN TO FIRST FLOOR. SEE SHEET Pill FOR CONTINUATION. CONSULTING-GROUP,INC.

MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIAL(I) 2" HUB DRAINS PROVIDED FOR MECHANICAL

UNIT CONDENSATE COLLECTION. COORDINATE WITH MECHANICAL.

FLORIDA LICENSE NUMBER05371 901 W. Garden St. Pensacola. FL 325

P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

02

DSC G PROJECT: 2015-176

E

©3)1 4 6

A

MULTIPURPOSE BREAK OUT

C| 203 | CLASSROOM

(CR-5)CLASSROOM

(CR-8) CLASSROOM(CR-9)CLASSROOM

(CR-6)CO \c CLASSROOM

(CR-7)CAUCOAC

© I 207 | I 212 I I 213 | | 215B |O | 209 | HII 210 IH © COA<© L) -O D

J2" VTR2" SAN, 1-1/4" V

ROUTED ABOVE CEILING2" SAN, 1-1/4" V

ROUTED ABOVE CEILINGC ÎCOMIV 4C ÎCOMIV 3 C lCOMI\ 52" SAN, 1-1/4" V

ROUTED ABOVE CEILINGlA211208 214<

cvj

Id© © *©ELEV./STAIR J LOBBY 2 I

FcHD ICAj

ELEV. | HII ©| 269 | 1-1/4" V ROUTED

ABOVE 2" SAN ~

2"VTR

| 202 | IIHDB 2" SAN, 1-1/4" V ROUTED ABOVE CEILING

JJAj

c 1©CLOSETF3" DOWN TO FIRST

2"VTR ACOACCOAC OACCOAC =

© L ©E-9-2"— 1>|

w:2":FLOOR WITHIN STUD -

J=WALL V \$V\j MWSEE FIRST FLOOR FOR

1 CONTINUATION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

17 M 17JMLACTATION RM.-TV T^ 205 I(ÏX: 1-1/2" VRO JTED WITHIN WALL UP

TO VTR. JOCf PIPE AS NECESSARY "O AVOID DUCTOORK.

5CORRIDORL EE FIRST FLOOR FOR CONTINUATION

CO P-201

i El | 206 |

y vjnwiwQ I A)Q eLect.î=

-P-5© ,221 |C5> L mi

iT|i1— d J

3"FIMECH.CAL

© . ©............. iiiiiiiiiii| 222 |217À BREAKROOM

© cD>i T| 220 |

<&WOMEN'S Rlcat©218 | <5!rr«

E

A

PLAN NORTH

WASTE AND VENT SECOND FLOOR PLANA 18' O' 8' 16'

P-112 1/8"= 1'-0"SCALE: 1/8"=1'-0"

APPRj/

Lma

rk

I

I SIZ

E:I A

NSI

DD

ATE

DES

CR

IPTI

ON

MAR

KAP

PR

.D

ATE

DES

CR

IPTI

ON

FILE

NAM

E:

P112

ES13

.DW

G

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3

WA

STE

AN

D V

EN

T S

EC

ON

D F

LOO

R

PLAN

PLO

T D

ATE:

PLO

T SC

ALE:

SU

BM

ITTE

D B

Y:

W. J

ON

ESC

ON

TRA

CT

NO

.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

ELEV.269

LACTATION RM.205

CLOSET204

ELECT.221

STAIR 1201

MULTIPURPOSEBREAK OUT

203 CLASSROOM(CR-8)

212

CR COMM 4211

CLASSROOM(CR-7)

210

CR COMM 3208

CLASSROOM(CR-6)

209

CLASSROOM(CR-5)

207

WOMEN'S218

CAU217A

MEN'S219 BREAKROOM

220 STAIR 2216

CORRIDOR206

MECH.222

CLASSROOM(CR-9)

213CAU215B

CR COMM 5214

ELEV./STAIRLOBBY 2

202

SHEET NOTES1 CONTINUES DOWN TO FIRST FLOOR. SEE SHEET

P111 FOR CONTINUATION.

2" HUB DRAINS PROVIDED FOR MECHANICALUNIT CONDENSATE COLLECTION. COORDINATEWITH MECHANICAL.

2"VTR

3"FD

GENERAL NOTE1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIREDPER UFC 4-010-05. REFER TO ARCHITECTURALDRAWINGS FOR THE LOCATION OF THE SECUREPERIMETER. REFER TO DETAIL 1 ON SHEET P-401.

P-5

P-20151

HD

HD HD

HD

HD

HD

2"

2"2"2"

2"

2"2"

COAC COAC

COAC

COAC2"

2

2

2

2

22

2

3"

1 2 3 4 5 6 78

D

C

B

A

E

COAC3" DOWN TO FIRSTFLOOR WITHIN STUDWALL

FCO

2" SAN, 1-1/4" VROUTED ABOVE CEILING

2" SAN, 1-1/4" VROUTED ABOVE CEILING

2" SAN, 1-1/4" VROUTED ABOVE CEILING

2" SAN, 1-1/4" V ROUTEDABOVE CEILING

COAC COAC 2"VTR

SEE FIRST FLOOR FORCONTINUATION

2"VTR 2

HD

P-8

1-1/4" V ROUTEDABOVE 2" SAN

1-1/2" V ROUTED WITHIN WALL UPTO VTR. JOG PIPE AS NECESSARY

TO AVOID DUCTWORK.

2" VTR

SEE FIRST FLOOR FORCONTINUATION

2"

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-112

WAS

TE A

ND

VEN

T SE

CO

ND

FLO

OR

PLAN

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P112

ES13

.DW

G

W91

278-

17-R

-001

0

P-112 1/8" = 1'-0"

1 WASTE AND VENT SECOND FLOOR PLANPLAN NORTH

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

0' 16'8'8'

Page 6: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

SHEETIDENTIFICATION

P-121

MUS Army Corps of Engineers ® Mobile District

1 2 3 4 5

GENERAL NOTE SHEET NOTES1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. REFER TO DETAIL 1 ON SHEET P-401. PROVIDE WATER HAMMER ARRESTERS ON HOT AND COLD WATER SUPPLY BRANCHES SERVING SINGULAR, MULTIPLE, OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I.-WH201 SHALL BE EMPLOYED IN DETERMINING PROPER SIZE, SELECTION, PLACEMENT, LOCATION AND INSTALLATION OF ARRESTERS.

SCHMIDT(?) CONNECT WATER TO P-7 SERVING ICE MAKER

UNDER COFFEE MAKER. SEE ARCHITECTURAL FOR LOCATION.

<T> PROVIDE 3/4" WATER LINE WITH SHUT OFF

VALVE FOR COFFEE MACHINE. CONSULTING-GROUP,INC.

© MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALREFRIGERATORS AND FREEZERS DO NOT HAVE

ICE MAKERS AND THEREFORE DO NOT REQUIRE A WATER CONNECTION.

(I) CONNECT 1/2" WATER TO COMPUTER ROOM

UNITS FOR HUMIDIFIER OPERATION. COORDINATE WITH MECHANICAL

FLORIDA LICENSE NUMBER05371 901 W. Garden St. Pensacola. FL 325

P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

2. 02

©D PROVIDE REDUCED PRESSURE PRINCIPLE

ASSEMBLY BFP, UL CLASSIFIED, 175 PSI WORKING PRESSURE. ROUTE DRAIN LINE FROM BFP TO NEAREST HUB DRAIN. SEE SANITARY PLAN.

SC G PROJECT: 2015-176(3) GAS METER AND REGULATOR. GAS METER SHALL BE COMPATIBLE WITH FLEX NET. REFER TO NOTES ON SHEET P002. SEE DETAIL 5 ON SHEET P402.

CORRIDORI 125 l

1 2 4 6 7t WHWH-H

7v ROUTE DOWN WITHIN STUD WALL.

% (TYPICAL FOR ALL WHs) ©S'

JC

LOBBY]

| 101 |

<2©© 50 I

\j1 *

»

LAB NET/ TRAINING PROD.

COMM LAB SERVER

»Î 11CLASSROOM

(CR-1)CLASSROOM

(CR-2)CLASSROOM

(CR-3)CLASSROOM

(CR-4)C ÎCOMIV 2q icomiv

77---------- 4 SYS. I 123 I112109

| 108 | | 110 | | 111 | I 113 | | 114 |I c >RRIDOsi[ 122 +- -3/4"- -ti-

STAIR 1 <£></ * WH1103 |

© (j)h s-ELEV./STAIR —LOBBY-----

I1

ELEV. II 1°2 1

| 104 |1-1/2TW 3”CW

55B 2”HW 2"HW 1"CW1-1/2TWeLev.

EQUIP.T'HWR T'HWR 1-1/2"HW

2"HW------- 3/4"-\T'HWR EQUIPMENT YARD© 3105 |

=20' W"

pcraiTç- - - - - - - - - - - - - - - - - -Q----------- (go! /

I 225 |3r 2 1/2"CW; ICORRIDOR1"HW

i -h -3”-CW-

©I T 3/4"CW 1/2" HW

I 107 |

SiL •r-G- :1"=G:

YJfe FOR CONNECTION TO GFGI PROVIDED IN RACK COOLERS.V "0Z -5>-

44VP-201J

-P-7(ï) -A-----

011 T

a "O MECHANICALROOM

P-5SECURESTORAGE

INSTRUCTORCONFERENCE r\

| \ P-201JMEN'S= I 119

a aERE AK ROOM VIEN'S O

©U a

-o I 121 II US | I us | I 117 | .1 i i i i i i i i

i i i i i i i iiàlU LU

Âr I ITO ELECTRICALROOMTo 113 113

© 3‘fflfPTWTWfWÎ i i i i i1i24i i i i i i ii i I t i l i i -i l i i i ii i il i i i il i i i i iLiJLLUfLiJ_i

I 12° In a.o(p-i rOH UJr^:E

oWH + H /JCO

-21/2"-G---------------------UNDERGROUND GAS PIPINGA

4LSEE CIVIL FOR CONTINUATION

SEE CIVIL FOR CONTINUATION

PLAN WORTH

WATER & GAS FIRST FLOOR PLANA 18' O' 8' 16'

P-121 1/8"= 1'-0"SCALE: 1/8"=1'-0"

APPR

j/Lm

arkI

I SIZ

E:I A

NSI

DD

ATE

DES

CR

IPTI

ON

MAR

KAP

PR

.D

ATE

DES

CR

IPTI

ON

FILE

NAM

E:

P121

ES13

.DW

G

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3P

LOT

DAT

E:P

LOT

SCAL

E:W

ATE

R &

GA

S FI

RST

FLO

OR

PLA

NS

UB

MIT

TED

BY:

W

. JO

NES

CO

NTR

AC

T N

O.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

BFP

EQUIPMENT YARD225

P-7

WH

WH WH

WH

WH

3" CW

SEE CIVIL FORCONTINUATION

STAIR 1103

ELEV.104

ELEV.EQUIP.

105

ELEV./STAIRLOBBY

102

LOBBY101

CLASSROOM(CR-4)

113

CR COMM 2112

CLASSROOM(CR-3)

111

CR COMM 1109

CLASSROOM(CR-2)

110

CLASSROOM(CR-1)

108

SECURESTORAGE

115

INSTRUCTORCONFERENCE

116WOMEN'S

118

BREAK ROOM117

ELECTRICALROOM

120

MEN'S119

STAIR 2124

MECHANICALROOM

121

COMM LABSERVER

123

CORRIDOR125

LAB NET/TRAINING PROD.

SYS.114 CORRIDOR

122

CORRIDOR107

G

G

1"

2 1/2"

4

2

3/4"

1"CW1-1/2"HW

2 1/2"CW1"HW

UNDERGROUND GAS PIPING

SEE CIVIL FORCONTINUATION

1

SHEET NOTES

CONNECT WATER TO P-7 SERVING ICE MAKERUNDER COFFEE MAKER. SEE ARCHITECTURALFOR LOCATION.

CONNECT 1/2" WATER TO COMPUTER ROOMUNITS FOR HUMIDIFIER OPERATION.COORDINATE WITH MECHANICAL

GAS METER AND REGULATOR. GAS METERSHALL BE COMPATIBLE WITH FLEX NET. REFERTO NOTES ON SHEET P002. SEE DETAIL 5 ONSHEET P402.

2

3

5

PROVIDE 3/4" WATER LINE WITH SHUT OFFVALVE FOR COFFEE MACHINE.

REFRIGERATORS AND FREEZERS DO NOT HAVEICE MAKERS AND THEREFORE DO NOT REQUIREA WATER CONNECTION.

PROVIDE REDUCED PRESSURE PRINCIPLEASSEMBLY BFP, UL CLASSIFIED, 175 PSIWORKING PRESSURE. ROUTE DRAIN LINE FROMBFP TO NEAREST HUB DRAIN. SEE SANITARYPLAN.

3

4

3"

GENERAL NOTE1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIREDPER UFC 4-010-05. REFER TO ARCHITECTURALDRAWINGS FOR THE LOCATION OF THE SECUREPERIMETER. REFER TO DETAIL 1 ON SHEET P-401.

2. PROVIDE WATER HAMMER ARRESTERS ON HOTAND COLD WATER SUPPLY BRANCHES SERVINGSINGULAR, MULTIPLE, OR GROUPS OF PLUMBINGFIXTURES. ADHERENCE TO THE PLUMBING ANDDRAINAGE INSTITUTE STANDARD P.D.I.-WH201SHALL BE EMPLOYED IN DETERMINING PROPERSIZE, SELECTION, PLACEMENT, LOCATION ANDINSTALLATION OF ARRESTERS.

2

3/4"CW1/2"HW

1

5

P-2011

P-2013

FOR CONNECTION TOGFGI PROVIDED INRACK COOLERS.

3/4"

3/4"

2

2

P-2016

3/4"

3/4"

3/4"

1 2 3 4 5 6 78

D

C

B

A

E

6

6

ROUTE DOWN WITHIN STUD WALL.(TYPICAL FOR ALL WHs)

3"CW

1"

3/4"

3"CW2"HW

1"HWR

1-1/2"CW2"HW

1"HWR1-1/2"CW2"HW

1"HWR

1"

3/4"3/4"

P-5

1" G

3/4"

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-121

WAT

ER &

GAS

FIR

ST F

LOO

R PL

AN

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P121

ES13

.DW

G

W91

278-

17-R

-001

0

PLAN NORTH

P-121 1/8" = 1'-0"

1 WATER & GAS FIRST FLOOR PLANSCALE: 1/8"=1'-0"

0' 16'8'8'

Page 7: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

SHEETIDENTIFICATION

P-122

MUS Army Corps of Engineers ® Mobile District

1 2 3 4 5

C c )GENERAL NOTE SHEET NOTES<D <D1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. SEE DETAIL 1 ON SHEET P-401. PROVIDE WATER HAMMER ARRESTERS ON HOT AND COLD WATER SUPPLY BRANCHES SERVING SINGULAR, MULTIPLE, OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I.-WH201 SHALL BE EMPLOYED IN DETERMINING PROPER SIZE, SELECTION, PLACEMENT, LOCATION AND INSTALLATION OF ARRESTERS.

CONNECT 1/2" WATER TO COMPUTER ROOM UNITS FOR HUMIDIFIER OPERATION. COORDINATE WITH MECHANICAL.

REFRIGERATORS AND FREEZERS DO NOT HAVE ICE MAKERS AND THEREFORE DO NOT REQUIRE A WATER CONNECTION. SCHMIDT

CONSULTING-GROUP,INC.

© ©PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVE FOR COFFEE MACHINE.

CONNECT WATER TO P-7 SERVING ICE MAKER UNDER COFFEE MAKER. SEE ARCHITECTURAL FOR LOCATION.

MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIAL2.FLORIDA LICENSE NUMBER05371

901 W. Garden St. Pensacola. FL 325 P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

02

© PROVIDE REDUCED PRESSURE PRINCIPLE ASSEMBLY BFP, UL CLASSIFIED, 175 PSI WORKING PRESSURE. ROUTE DRAIN LINE FROM BFP TO NEAREST HUB DRAIN. SEE SANITARY PLAN.

DSC G PROJECT: 2015-176

t©4)1 4 6

A

c MULTIPURPOSE BREAK OUT

| 203 |

ri©/■1© ^0-

f=

>Cle Ï COMIVCLASSROOM(CR-5)

CLASSROOM(CR-6)

CLASSROOM(CR-7)

CLASSROOM(CR-8)

CLASSROOM(CR-9)

4C Ï COM IV 3 lCOMI\ 5

211208 214) I 207 | | 209 | I 2ÎÔ | I 213 | CAU

| 215B |

i -EV./STAIR [ LOBBY 2 II

i| 202 |

r

f ©© -Yd)ELEV.

| 269 |Bs s

k: I3/4" -—3/4"--------------

CLOSET ©In

V 3/4 -wVi VI 17J VI17 17LACTATION RM.

I 205 1: JCORRIDOR 2

P-8 P-201| 206 |s xV VTTAfIT?

3*- 2«57-1/2'HW UP FROM BELOW

Ï-P7©eLect.m ,221 |a o ;P-5 [

|P |WOMEN'SCAL BREAKROOM MECH.0> a218 |i217À | 220 | | 222 | y MEMI a D T

Q R]na.P 3C3>

A

PLAN NORTH

WATER SECOND FLOOR PLANv 18' O' 8' 16'

P-122 1/8"= 1'-0"SCALE: 1/8"=1'-0"

APPR

j/Lm

ar

kI

I SIZ

E:I A

NSI

DD

ATE

DES

CR

IPTI

ON

MAR

KAP

PR

.D

ATE

DES

CR

IPTI

ON

FILE

NAM

E:

P122

ES13

.DW

G

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3P

LOT

DAT

E:P

LOT

SCAL

E:W

ATE

R S

EC

ON

D F

LOO

R P

LAN

SU

BM

ITTE

D B

Y:

W. J

ON

ESC

ON

TRA

CT

NO

.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

BFP

ELEV.269

LACTATION RM.205

CLOSET204

ELECT.221

STAIR 1201

MULTIPURPOSEBREAK OUT

203

CLASSROOM(CR-8)

212

CR COMM 4211

CLASSROOM(CR-7)

210

CR COMM 3208

CLASSROOM(CR-6)

209

CLASSROOM(CR-5)

207

WOMEN'S218

CAU217A

MEN'S219

BREAKROOM220

STAIR 2216

CORRIDOR206

MECH.222

CLASSROOM(CR-9)

213 CAU215B

CR COMM 5214

ELEV./STAIRLOBBY 2

202

1

SHEET NOTESCONNECT 1/2" WATER TO COMPUTER ROOMUNITS FOR HUMIDIFIER OPERATION. COORDINATEWITH MECHANICAL.

PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVEFOR COFFEE MACHINE.

1

2

2

P-7

3/4"

3/4"

1"

3/4"

GENERAL NOTE1. ALL PIPING PASSING THROUGH A SECURED WALL

OR FLOOR SHALL BE INSTALLED AS REQUIRED PERUFC 4-010-05. REFER TO ARCHITECTURALDRAWINGS FOR THE LOCATION OF THE SECUREPERIMETER. SEE DETAIL 1 ON SHEET P-401.

2. PROVIDE WATER HAMMER ARRESTERS ON HOTAND COLD WATER SUPPLY BRANCHES SERVINGSINGULAR, MULTIPLE, OR GROUPS OF PLUMBINGFIXTURES. ADHERENCE TO THE PLUMBING ANDDRAINAGE INSTITUTE STANDARD P.D.I.-WH201SHALL BE EMPLOYED IN DETERMINING PROPERSIZE, SELECTION, PLACEMENT, LOCATION ANDINSTALLATION OF ARRESTERS.

1 1

P-5

3 REFRIGERATORS AND FREEZERS DO NOT HAVE ICEMAKERS AND THEREFORE DO NOT REQUIRE AWATER CONNECTION.

CONNECT WATER TO P-7 SERVING ICE MAKERUNDER COFFEE MAKER. SEE ARCHITECTURAL FORLOCATION.

PROVIDE REDUCED PRESSURE PRINCIPLEASSEMBLY BFP, UL CLASSIFIED, 175 PSI WORKINGPRESSURE. ROUTE DRAIN LINE FROM BFP TONEAREST HUB DRAIN. SEE SANITARY PLAN.

4

3

4

P-2012

1/2"

1/2"

1/2"

3/4"

11 1

3/4"

1"

1 2 3 4 5 6 78

D

C

B

A

E

5

5

1/2"HW UPFROM BELOW

1"3/4"

3/4"

P-8

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-122

WAT

ER S

ECO

ND F

LOO

R P

LAN

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P122

ES13

.DW

G

W91

278-

17-R

-001

0

PLAN NORTH

P-122 1/8" = 1'-0"

1 WATER SECOND FLOOR PLAN

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

0' 16'8'8'

Page 8: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

US Army Corps of Engineers ® Mobile District

i

I

1 2 3 4 5

SCHMIDT5CONSULTING-GROUP,INC.£1 TTP-6) J

I- 1-1/2"CW A

MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALP-6 DOWN TO■1 "-G- 5a i=t fl FllI FLORIDA LICENSE NUMBER05371

901 W. Garden St. Pensacola. FL 325 P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

1"3" i-O 1-0 FLjuOR ■21/2" ------ !-

02/DOWN TO FIRST

floorJH^

o—>21/2"'

P-3T 1"HW&G 7 - row

1/2"HWUP TO -

SECOND FLOOR

/ £D1/2"CW3/4"HW

UP TO SECOND

FLOOR

f—1/2"- SC G PROJECT: 2015-176L-Æ ■<!>5-1 1/2"- c -P-7 )-1 1/2"- •1" - SHEET NOTESCNI

P-3,SP ^ ? 4P-3 I O0ROUTE INTAKE AND EXHAUST TO SIDEWALL CONCENTRIC TERMINATION. INSTALL PER MFR RECOMMENDATIONS.

3/4" CW 3/4" HW

(T) CONNECT GAS PIPING TO BOILER. COORDINATE WITH

MECHANICAL. SEE GAS TRAIN DETAIL ON MECHANICAL SHEET M-H.1"HW ICNI c 3/4"CW

1/2"HWIpiQ."O1 a. IOP11"HW P-1

P-5P-3 506.12-1/2"CW IC_ >— 3/4"CW 3/4" HW

P-:2-1/2"CW<Z>— 3/4"CW

3/4"HWP-3 ROUTE 1" MAKEUP UP WATER TO CHILLED WATER SYSTEM.

REFER TO MECHANICAL SHEET M505. COORDINATE MAKE-UP CONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1 ON SHEET P403.

piO-"DP1 a. P1p-iSj aP-2A ah f VP-:3/4" <fZ>— 1/2"CW 1/2"HW

P-2A ©2-1/2"CW 2-1/2"CW |C__>— 1/2"CW

_ 1/2"HWS- 1"—HWR — '2"-HW

SiX ©WH IpiO-"Opl cvj a.OpiaP-2 X TURBINE TYPE WATER METER LOCATED INSIDE MECHANICAL ROOM. METER SHALL MEET THE MOST RECENT REVISION OF AWWA STANDARD C701 CLASS II STANDARDS AND SHALL BE CONSTRUCTED OF LEAD-FREE BRONZE ALLOY. METER SHALL COMPLY WITH THE LEAD-FREE PROVISIONS OF THE SAFE DRINKING WATER ACT. METER SHALL BE CERTIFIED TO NSF/ANSI STANDARDS 61 AND 372. PROVIDE REMOTE READOUT ON EXTERIOR WALL OF MECHANICAL ROOM, READOUT SHALL BE IN GALLONS. WATER METER SHALL BE PROVIDED WITH PULSE OUTPUT FOR INTEGRATION AND MONITORING THROUGH THE FACILITIES DDC SYSTEM FOR REMOTE MONITORING. REFER TO NOTES ON SHEET P002.

P-1 lh P-2 CXJ3/4" ew=i 1/2"-P-3 1/2" rSWOMEN'S MEN'SMEIN'S

l ^ lir___ p-2r3 ,------- 3/4"-^ £

J©4

I 218 I 219 X 5-3/4"P-2 CONNECT 1-1/2" CW TO WATER HEATER.

PROVIDE SHUT OFF VALVE

WOMEN'S Sj ! 1 X:1'HG:I 118 I | Xs ii/2" ap-iAC3iCDp-iAp-iAQUlOp-1A a %P-2

‘1/2"HWP-2 I1/2"HW UP TO SECOND FLOOR LACTATION ROOM SINK.

m E

c<D PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVE FOR COFFEE

MACHINE.ENLARGED WATER PLANENLARGED WATER PLAN ENLARGED WATER PLAN (5) ROUTE 1" MAKEUP UP WATER TO HEATING HOT WATER SYSTEM.

REFER TO MECHANICAL SHEET M506. COORDINATE MAKE-UP CONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1 ON SHEET P403.

© MECHANICAL EQUIPMENT SHOWN FOR COORDINATION ONLY.

© SEE DETAIL 4 ON SHEET P401 FOR BFP INSTALLATION.

© SEE DETAIL 1 ON SHEET P402.

1 2 3

P-201 1/4"= 1'~0" P-201 1/4"= 1'-0" P-201 1/4"= 1'-0"

FROM HUB DRAINS. ROUTE TO FLOOR DRAIN WITH INTEGRAL FUNNEL. PROVIDE AIR GAP.

5 5 UP TO SECOND FLOORFCO FCO 3"VTRP-6O \s 2"V CONTINUES

UP TO SECOND FLOOR

■1 G-P-6WVWWVWWVWWWWWVWWWvS/VVWVA WAAI BFPo u <p

&r 4"S/W CONTINUES DOWN TO FjftST FLOOR.

■//^OFFSET VENT N VERTICAL ~ / AS NECESSARY TO MAKE f ROOM FOR W/yTER PIPING p.3

IxP-3 P-3 -1" -r-( yWOMEI X T2"VTR Xit y2184"SAN CONTNUESUPTO

SECOND FLCpOR ©2"V CONTINUES UP TO SECOND FLOOR

XB PROVIDE 4" FD WITH<

INTEGRAL FUNNEL |XWCOlhra_____ JP-3

mI X2"V

crH2"V 3"FD< X3"SAN

P1 P1<3^ HO X4"SANP1 MEN'SP-1P-3 P-3 MECHANICALROOMDID

O XP-3 P-3r1 p- CO119 ©“I X

I C X3"FD FC(f XpiOiOM 1■3"-M<3ttWO P13"VTR

p 1 QtëKO p 1

-oP-3 P-3 r4"-

01 XIa2"V 2"V MEN'S P-2A3"FD 3"FD 3"FDP-2A X<T> <6) r4"SAN 3"SANI CO■3"- XI 2Ï9 IJ LI _ J2" V ROUTED TO -

EXTERIOR WALL. COORDINATE

WITH FIRE RISER.

----------ol X3"FD<A2"V aiQÎ P-2P-3 3"FD<P-3 X© 2"V4"SAN P-2

VENT OFFSET IN VERTICAL TO MAKE ROOM FOR WATER PI FING

3"FD<X3"SAN

VENT OFFSET IN VERTICAL TO MAKE RCOM FOR WATER PIPING

WOMEN'SX■1 G-

| 118 l I XQi a n 3"FDF ÂjP-2 P-2CO XCOK- AREA RESERVED

I <D X3"SAN CONTINUES DOWN TO FIRST FLOOR. ©I FOR FIRE RISER

COORDINATE WITH FIRE RISER

2"V 2"V3"SAN CONTINUES DOWN FROM SECOND FLOOR ,

X4"SANI "VQ\.WCO^ J 1

01 : fsZY4"SAN|plA3H'-$0 xIa! BFP3"SAN CONTINUES DOWN FROM SECOND FLOOR

P-2 XBHH)■e-P-1A P-1A P-2 -------- 3"ç-ü tAfl wco P-1A X■2 1/2"-wm <i)7©V■rZSi EE EpTTCON IINUES LIFT

SECOND FLOdR^"rJSAN (JONEIRUES DOWNTO

‘ FIRST FLOOR.' r aCOWH X£A £ A 1 □

A

ENLARGED SANITARY PLAN ENLARGED SANITARY PLAN ENLARGED MECHANICAL ROOM4 5 6

P-201 1/4"= r-o" P-201 1/4"= r-o" P-201 1/4"= r-o"

O'4' 4' 8'

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

P-201

&

ig6ÏÏ

8Ï I8

s

ll 82nÏa

ns 1°as

13 2î

M

J uh

ar

kII S

IZE:

I AN

SI D

DES

CR

IPTI

ON

DAT

E APPR.

MAR

KD

ESC

RIP

TIO

NFI

LE N

AME

: P2

01ES

13.D

WG

BU

LLO

CK

TIC

E A

SSO

CIA

TES

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B

. PE

NSA

CO

LA, F

LOR

IDA

ENLA

RG

ED P

LAN

S

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

FY16

AD

DIT

ION

TO

^9

IOS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

BFP

P-6

P-1P-1

P-2A

P-2

P-2

P-3

P-3

P-3

P-3

P-3

P-3

P-1P-1

P-1P-1

P-1AP-1A P-2

2 1/2"

1 1/2"1"

2"

3"

3"

WOMEN'S118

MEN'S119

3/4"CW3/4"HW

1/2"CW1/2"HW

1"CW1"HW

1 1/2"

2-1/2"CW

2-1/2"CW 1"

UP TOSECOND

FLOORUP TO

SECONDFLOOR

1"

2"1"

3/4"

2"

3/4"

3/4"

3/4"

1/2"CW3/4"HW

3/4"CW1/2"HW

5

E

1/2" 2 1/2"

2 1/2"

1" G

WOMEN'S218

MEN'S219

P-3

P-3

P-3

P-2

P-2

P-2

P-2A

P-3

P-3

P-3

P-6

P-1 P-1

P-1

P-1

P-1AP-1A

P-1

P-1

P-7

P-5

3/4"CW3/4"HW

1/2"CW1/2"HW

1"CW1"HW

2-1/2"CW

2-1/2"CW

1"

2" 1"

1 1/2"

2"

2"1"

3/4"

1" 1"CW1/2"HW

3/4"CW3/4"HW

5

E

4

DOWN TOFIRST

FLOOR 1/2"

1-1/2"CW1"HW

1"

2 1/2"

DOWN TOFIRSTFLOOR

P-4

GWH1

CP1

WH

ROUTE INTAKE AND EXHAUST TOSIDEWALL CONCENTRICTERMINATION. INSTALL PER MFRRECOMMENDATIONS.

1"2"

1 1/2"

1" G

1

3/4"

1/2" CW1/2"HW

1/2"HW UP TO SECONDFLOOR LACTATIONROOM SINK.

CONNECT 1-1/2" CW TOWATER HEATER.

PROVIDE SHUT OFFVALVE

CW

HWHWR

MV8

1 1/2"

WOMEN'S118

MEN'S119

P-1

P-1

P-1

P-1AP-2

P-2

P-2

P-2A

P-3

P-3

P-3

P-3

P-3

P-3 P-1

P-1A

P-1

P-1

FCOP-6

2"V CONTINUES UP TOSECOND FLOOR

4"SAN CONTINUES UP TOSECOND FLOOR

2"V CONTINUESUP TO SECONDFLOOR

4" 4" 4"

2"V4"SAN

4"

2"V CONTINUES UP TOSECOND FLOOR

2"V4"SAN

2"V4"SAN

2"V4"SAN

4"

3"

3"SAN CONTINUES DOWNFROM SECOND FLOOR

WCO3"SAN CONTINUESDOWN FROMSECOND FLOOR

VENT OFFSET IN VERTICALTO MAKE ROOM FORWATER PIPING

WCO

3"FD 3"FD

5

E

FCO

P-1AP-1A

P-2

P-2

P-2A

P-3

P-3

P-3

P-1

P-1

P-1 P-1

P-1

P-1

WOMEN'S218

MEN'S2194"

3"

P-6

P-3

P-3

P-3 P-5

4"SAN CONTINUES DOWN TOFIRST FLOOR.

3"SAN CONTINUES DOWN TOFIRST FLOOR.

3"SAN CONTINUES DOWN TOFIRST FLOOR.

2"V3"SAN

2"V4"SAN

2"V3"SAN

P-2

VENT OFFSET IN VERTICALTO MAKE ROOM FORWATER PIPING

3"VTR

3"VTR

2"VTR

1 1/4"

WCO

WCO

WCO

3"3"FD

3"FD3"

2"V3"SAN

5

E

OFFSET VENT IN VERTICALAS NECESSARY TO MAKEROOM FOR WATER PIPINGWCO

3"FD

3"FD3"FD

3"FD

FCO

3"FD

2" V ROUTED TOEXTERIOR WALL.

COORDINATEWITH FIRE

RISER.G

G

1"

1"

1"

2 1/2"

G

BFP

4"4"

3"

3"

3"1

2

1"

1"G

3

3"

3"

3"

4"

4"

UP TO SECONDFLOOR

1"

FROM HUB DRAINS. ROUTETO FLOOR DRAIN WITHINTEGRAL FUNNEL.PROVIDE AIR GAP.

WH

6

E

MECHANICALROOM

121

5

6

6

6

COORDINATE WITHFIRE RISER

AREA RESERVEDFOR FIRE RISER

2"

7

3"

PROVIDE 4" FD WITHINTEGRAL FUNNEL

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-201

ENLA

RG

ED P

LANS

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P201

ES13

.DW

G

W91

278-

17-R

-001

0

P-201 1/4" = 1'-0"

1 ENLARGED WATER PLANP-201 1/4" = 1'-0"

2 ENLARGED WATER PLANP-201 1/4" = 1'-0"

3

ENLARGEDWATER PLAN

P-201 1/4" = 1'-0"

4 ENLARGED SANITARY PLANP-201 1/4" = 1'-0"

5 ENLARGED SANITARY PLANP-201 1/4" = 1'-0"

6 ENLARGED MECHANICAL ROOM

SHEET NOTESCONNECT GAS PIPING TO BOILER. COORDINATE WITHMECHANICAL. SEE GAS TRAIN DETAIL ON MECHANICAL SHEET M-506.

ROUTE 1" MAKEUP UP WATER TO CHILLED WATER SYSTEM.REFER TO MECHANICAL SHEET M505. COORDINATE MAKE-UPCONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1ON SHEET P403.

TURBINE TYPE WATER METER LOCATED INSIDE MECHANICALROOM. METER SHALL MEET THE MOST RECENT REVISION OFAWWA STANDARD C701 CLASS II STANDARDS AND SHALL BECONSTRUCTED OF LEAD-FREE BRONZE ALLOY. METER SHALLCOMPLY WITH THE LEAD-FREE PROVISIONS OF THE SAFEDRINKING WATER ACT. METER SHALL BE CERTIFIED TO NSF/ANSISTANDARDS 61 AND 372. PROVIDE REMOTE READOUT ONEXTERIOR WALL OF MECHANICAL ROOM, READOUT SHALL BE INGALLONS. WATER METER SHALL BE PROVIDED WITH PULSEOUTPUT FOR INTEGRATION AND MONITORING THROUGH THEFACILITIES DDC SYSTEM FOR REMOTE MONITORING. REFER TONOTES ON SHEET P002.

PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVE FOR COFFEEMACHINE.

ROUTE 1" MAKEUP UP WATER TO HEATING HOT WATER SYSTEM.REFER TO MECHANICAL SHEET M506. COORDINATE MAKE-UPCONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1ON SHEET P403.

MECHANICAL EQUIPMENT SHOWN FOR COORDINATION ONLY.

SEE DETAIL 4 ON SHEET P401 FOR BFP INSTALLATION.

SEE DETAIL 1 ON SHEET P402.

1

2

3

4

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

0'4' 8'4'

5

6

7

8

Page 9: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

COAC^,N

\\•"S.

*7^COAC

J|L2"VTR

iJ|L 1

fiV HD |I HD J|U\ II

/<?*■

I7/f»^ I

3 \\S'&

XI ^COAC✓ -fI

JIL- 3"VTR -fICOAC,ICOAC,

I '

„ k✓ I V X

^ JL I1 NVjin

tC✓^Xj|T2"VTR

coac™\ * ll I

I II^ I 3DFUM■jr'j #, n'7/4"^

I 3'\ I

krV. COAC II

k?!ç>,

r ^5»•cr

7I I I |x. 3DFlU

I> I I ! LII ><©I

^COACe*<A P-3ÏS

II || 2DFUi< Ncoac^y'1

<r' ■hii ^ Il 1DFU J ^XjlQY. 3)H J!

•<ll ü

(_ LL lS> 4^7

Il P-2 ||

?ii

*W2A IIk IIJ I llCM 4DFI

k II2"VTR J|L fis fO

>J i HX 4DFU||XX ✓rY X ✓X >■< ^ COAC N<?*X

I X

\ jTr= L—* WCO|

I ✓ <?*IX ✓kj I II CNJ r­

! P-8 i (% ill >x3"FD|I ||

i /•<

| (QTY. 3) ll fO►3DFU Il 4DFU

fO

I.H »l<?*' &1DFU -v

(QTY. 3)fl^s ||^41

3 — ROUTE TO P-4.P-4 PROVIDE AIR GAP. 7 7/p;

V»;** P-6

0.5DFU

P-1 II NkII k

4DFU|| P-1l|

llllII

jo P-1

( 3"- iill

X-

V*;,>WCOVt;

<1!

X-

M4jddvl

I MdVW

\

I SIZ

E:I A

NSI D

l-1

P-60.5DFU P-1

4DFU

P-31DFU

P-1A4DFU

P-1A4DFU

P-24DFU

P-24DFU

P-24DFU

P-2A4DFU

P-31DFU

P-31DFU

COTG

COTG

COTG

(QTY. 3)

(QTY. 3)

(QTY. 6)

P-31DFU

(QTY. 3)

(QTY. 4)

P-14DFU

P-14DFU

P-14DFU P-1

4DFU

P-1A4DFU

P-1A4DFU

P-14DFU

P-14DFU

4"4"

3"

3"

4"

2"

2"

2"

2"

2"

2" 4"

4"

P-60.5DFU

P-52DFU

1 1/4"

1 1/4"

1 1/4"

(QTY. 3)

P-24DFU

2"VTR

3"VTR

1-1/4"V

P-52DFU

2"

4"

3"

FCO

4"

2"V1-1/2"V

WCO

1-1/2"V

1-1/4"V

1-1/4"V

1 1/2"

1 1/2"

3"FD3DFU

3"FD3DFU

3"FD3DFU

3"FD3DFU

P-31DFU

(QTY. 3)

P-2A4DFU

TO MECHANICAL ROOM

3"

4"

4"

3"

WCO

WCO

WCO

3"VTR

1 1/4"

2"

2 1/2"

3"

3"

WCO

3"

1 1/4"

2"

2"

3"

2"

2"

1 1/4"

1 1/4"

2"

1 1/4"

2"

3"FD3DFU

3"FD3DFU

FCO

3"FD3DFU

3"FD3DFU

3"FD3DFU

3"FD3DFU

P-52DFU

P-42DFU

3"FD3DFU

COTG

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

HD

3"

3"

2"

1 1/4"

1"AAV

2"VTR

2"VTR

2"

2"VTR

2"VTR

3"2"

1 1/4"

2" VTR

FCO

3"VTR

2" FCOP-8

HD

3"

1 1/4"1 1

/4"

1 1/4"

1 1/2"

4"

2"

1 1/4"

1 1/4"

ROUTE TO P-4.PROVIDE AIR GAP.

HD

HD2"VTR

2"

2"

2"

2"

FD WITH INTEGRALFUNNEL

2"

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-301

RIS

ER D

IAG

RAM

S

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P301

ES13

.DW

G

W91

278-

17-R

-001

0

NOT TO SCALEP-301

1 SANITARY RISER DIAGRAM

GENERAL NOTES1. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS AND INDIRECT WASTE

RECEPTORS. CONNECT TO NEAREST POTABLE WATER SUPPLY WITHINVICINITY.

SEE CIVIL FORCONTINUATION

NOT TO SCALEP-301

2 OVERALL SANITARY RISER

1P-301

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

COAC

SIDEWALL VENTTERMINATION

SIDEWALL VENTTERMINATION

SIDEWALL VENTTERMINATION

COAC

COAC

Page 10: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

( GENERAL NOTES )1. PROVIDE WATER HAMMER ARRESTERS ON

HOT AND COLD WATER SUPPLY BRANCHES SERVING SINGULAR, MULTIPLE, OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I.-WH201 (PER SPECIFICATIONS) SHALL BE EMPLOYED IN THE DETERMINING PROPER SIZE, SLECTION,

PLACEMENT, LOCATION AND INSTALLATION OF ARRESTERS.

2. OFFSETS IN PIPING ARE REPRESENTATIVE OF WHERE PIPE OFFSETS MAY BE REQUIRED TO AVOID DUCTWORK. ACTUAL PIPE OFFSET

LOCATOINS MAY DIFFER.

<2> CONNECT GAS LINE TO BOILER. COORDINATE

WITH PROVIDED MECHANICAL EQUIPMENT.

<2> CONNECT 1/2" WATER LINE TO COMPUTER ROOM

® CONNECT 1" WATER LINE TO CHILLED WATER

SYSTEM.

@ CONNECT 1" WATER LINE TO HEATING HOT WATER SYSTEM.

/D<

X.

/■I

>

/2>

s

/<D< s'

<2/ N

XXN

7"sv

«CNJ

r6✓Ix\ T-^✓

Is.✓

I us <r©

VI

o✓s.y

lp(2/ pp IT<1 y X,

I<2/ \

•li1'

y"sr.

3/4„ lx k ✓" <2/ y"s ✓

✓X,✓X,

« i

bn✓y s' *X

✓X X 1 /V

X,

/C

s'

P-302/ NOT TO SCALE

fWTHH!)

M^ddV

I

I SIZ

E:I A

NSI D

l-1

1/2"

3/4"

1/2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

1"

G3"

1"

2 1/2"

WH

WH WH

WH

WH

CP1

GWH1

P-4

WH

MV

P-5P-7

SEE CIVIL FORCONTINUATION

GAS METER ANDREGULATOR

BFP

WATERMETER

SEE CIVIL FORCONTINUATION

3"

2 1/2"

1"

1/2"3/4"

3/4"

BFP

BFP

3/4"

1/2"3/4"

3/4"1/2

"

P-8

1-1/2"CW2"HW1"HWR1"GAS

3/4"

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-302

RIS

ER D

IAG

RAM

S

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P302

ES13

.DW

G

W91

278-

17-R

-001

0

NOT TO SCALEP-302

1 WATER AND GAS RISER DIAGRAM

1P-303

SHEET NOTES1 CONNECT GAS LINE TO BOILER. COORDINATE

WITH PROVIDED MECHANICAL EQUIPMENT.

CONNECT 1/2" WATER LINE TO COMPUTER ROOMUNIT.

CONNECT 1" WATER LINE TO CHILLED WATERSYSTEM.

CONNECT 1" WATER LINE TO HEATING HOT WATERSYSTEM.

2

1

2

2

2

2

2

2

2

2

2

2

FOR CONNECTION TOGFGI PROVIDED IN RACKCOOLERS.

3

4

3

4

GENERAL NOTES1. PROVIDE WATER HAMMER ARRESTERS ON

HOT AND COLD WATER SUPPLY BRANCHESSERVING SINGULAR, MULTIPLE, OR GROUPSOF PLUMBING FIXTURES. ADHERENCE TO THEPLUMBING AND DRAINAGE INSTITUTESTANDARD P.D.I.-WH201 (PERSPECIFICATIONS) SHALL BE EMPLOYED IN THEDETERMINING PROPER SIZE, SLECTION,PLACEMENT, LOCATION AND INSTALLATION OFARRESTERS.

2. OFFSETS IN PIPING ARE REPRESENTATIVE OFWHERE PIPE OFFSETS MAY BE REQUIRED TOAVOID DUCTWORK. ACTUAL PIPE OFFSETLOCATOINS MAY DIFFER.

Page 11: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

)<

/SQ CONTINUES UP TO SECOND FLOOR.

CONTINUES DOWN TO FIRST FLOOR.

It/"n. ■s.

<2>2-1/2"CWx >.

I

| ^3CFU >x 3HFU ( GENERAL NOTES )

yS\

opi T9l\\I

/I

III

(DoI&

& <Dp II1

p I

p,©

©

op

I

© S:

S ••T s* &

©7/ '̂,I

i

i/'>

&I

%'Ks* CNJ

ILx \

M^ddV

I

I SIZ

E:I A

NSI D

l- l

P-210CFU

P-31.5CFU1.5HFU

P-31.5CFU1.5HFU

P-1A10CFU0HFU

P-110CFU0HFU

P-110CFU0HFU

P-1A10CFU0HFU

P-31.5CFU1.5HFU

P-60.25CFU

0HFU

(TYP. OF 2)

(TYP. OF 3)

(TYP. OF 3)

(TYP. OF 3)

3/4"

2 1/2"

3"

P-2A4DFU

1 1/2"

1/2"

1/2"

1/2"

1"

1 1/2"1"

3/4"3/4"

3/4"

(TYP. OF 3)

2 1/2"

3"

1/2"

3"

2 1/2"

1"

1"

P-210CFU

P-31.5CFU1.5HFU

P-53CFU3HFU

P-1A10CFU0HFU

P-110CFU0HFU

P-1A10CFU0HFU

P-110CFU0HFU

P-31.5CFU1.5HFU

P-60.25CFU

0HFU

(TYP. OF 3)

(TYP. OF 3)

(TYP. OF 3)

(TYP. OF 3)

(TYP. OF 3)

2"

3"

1"

1"

P-2A4DFU

1"HW

2-1/2"CW

1 1/2"

1 1/2"

1/2"1/2

"

1/2"

1/2"

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-303

RIS

ER D

IAG

RAM

S

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P303

ES13

.DW

G

W91

278-

17-R

-001

0

NOT TO SCALEP-303

1 PARTIAL RISER DIAGRAM

1

SHEET NOTESCONTINUES UP TO SECOND FLOOR.

CONTINUES DOWN TO FIRST FLOOR.2

1

1

2

2

1

2

GENERAL NOTES1. PROVIDE WATER HAMMER ARRESTERS ON

HOT AND COLD WATER SUPPLY BRANCHESSERVING SINGULAR, MULTIPLE, OR GROUPSOF PLUMBING FIXTURES. ADHERENCE TO THEPLUMBING AND DRAINAGE INSTITUTESTANDARD P.D.I.-WH201 (PERSPECIFICATIONS) SHALL BE EMPLOYED INTHE DETERMINING PROPER SIZE, SLECTION,PLACEMENT, LOCATION AND INSTALLATIONOF ARRESTERS.

2. OFFSETS IN PIPING ARE REPRESENTATIVE OFWHERE PIPE OFFSETS MAY BE REQUIRED TOAVOID DUCTWORK. ACTUAL PIPE OFFSETLOCATOINS MAY DIFFER.

Page 12: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

Si. àkii=m=mM

y§pfr<5

;lll=ï INITIALBACKFILL

5SPRING LINE s

OF PIPING-------- -HAUNCHING<ï>^

y/////////////. BEDDING (MAX 6")(2>^

FOUNDATION (MAYNOT BE REQUIRED)(D-"

(T) A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.

<T> 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.

(3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR IIIMATERIAL 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.

(5) 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 DENSITYTESTS. 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.

INITIALBACKFILL

HAUNCHING

BEDDING (MAX 6")

FOUNDATION (MAY NOT BE REQUIRED)l=Ss

-\ 1=1 11=1 11=1 11=1 i 1=1T=m

SPRING LINE OF PIPING

TT-

cn $ELEVATORENTRANCE;;•

v

ELECTRICAL SWITCH FOR PUMP POWER

SUPPLY-REFER TO ELECTRICAL DRAWINGS

■i:

FINISHEDFLOOR

TERMINATE SUMP PUMP DISCHARGE TO HUB

DRAIN

FINISHEDFLOOR

'A •. • /L

Rwil'ELECTRICAL JUNCTION BOX

,’.F RE: ELECTRICAL DWG'S

r —I

Mm-1-1/2" DWV

COPPER DISCHARGEE BRONZE GATE VALVE

I? NON-SLAM BRONZE CHECK VALVE

SUMP GRATE-REFER TO STRUCTURAL DRAWINGS

ELEVATOR SHAFT WALL

ELECTRICAL POWER CORD

£ELEVATOR

SHAFT FLOORm

?iWiftMi^ihKifti1/iiKRiKil^ihiWiftiWfi^iliM|i-.

SUMP PIT-REFER TO gY

STRUCTURAL DRAWINGS

£ Is

i t.i •• • V.-

FLOAT SWITCH2-0"

(SQUARE)

1 I- •I I 1=1 I 1=1 I 1=

EMBEDMENT MATERIALS

CLASS I: ANGULAR, 1/4"-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 1-1/2"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 SPARE INCLUDED IN THIS CLASS.

CLASS III: FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SANDCLAYMIXTURES AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM, AND SC ARE INCLUDED IN THIS CLASS.

C LASS IV: SILT, SILTYC LAYS, AN D C LAYS, IN C LU D IN G IN O R GAN IC C LAYS AN D SI LTOF 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: HIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILSCONTAINING FROZEN EARTH, DEBRIS, ROCKS LARGER THAN 1-1/2" IN DIAMETER AND OTHER FOREIGN MATERIALS. THESE MATERIALS ARE NOT TO BE USED FOR TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

1 2 3 4 5

NOTES:1. SEE SCHEDULE ON P003 FOR FURTHER BACKFLOW PREVENTER

INFORMATION.SEE PLANS FOR PIPE SIZES.SEE PLANS FOR WATER METER SIZE.SEE NOTES ON SHEET P002 FOR WATER METER INFORMATION. WATER METER SHALL BE PROVIDED BY CONTRACTOR.

NOTE:PROVIDE NICKEL BRONZE ADJUSTABLE

CARPET FRAME COVER IN AREAS WHERE FINAL FLOOR FINISH CONSISTS OF

CARPETING. COORDINATE WITH DWG's FOR FINAL FLOOR FINISH.

GATE SCHMIDTADJUSTABLE HOUSING WITH LEVELING SCREWS

2. VALVE(TYP.) CONSULTING-GROUP,INC.3.

4. MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALREDUCED

PRESSUREBACKFLOWPREVENTER

5.FINISHCONCRETE

M02

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

SC G PROJECT: 2015-176:

■y\.

6AWG COPPER GROUND WIRE TO ELECTRICAL GROUNDING SYSTEM(S). COORDINATE WITH ELECTRICAL. PROVIDE PIPE CLAMP OR EXOTHERMAL WELD AT

r 3FIRE RATED SECURITY WALL BYPASSGATE VALVE

kTPIPE EXTENSION WITH CLEANOUT PLUG

FURNISH FLANGE AND CLAMPING RING FOR WATERPROOFING MEMBRANE

FOR GATESTRAINERSERVICE

Od VALVE FOR METER

SERVICE/ REPLACEMENT

EXTERIOR WALL. SEE ARCHITECTURAL.

PIPE. - TEST PORT (TYP.)

7" / PIPE INSULATION PER\ / SPECIFICATIONS.

□jI J- -V M A, J- -V J- -V WATER SUPPLY

TO BUILDINGs:FLOOR CLEANOUT (FCO) 112 n üTTïïnl--_mT "Dtl ÜriT -&n_ r -n

I \ P-401J NOT TO SCALE 3oV l oV l oV l oV l& y0CARRIER PIPE

VFILL ANNUU\R SPACE WITH FIRE CAULK SCHEDULE 40 STEEL PIPE

SLEEVE, ONE PIPE SIZE LARGER THAN CARRIER PIPE WITH INSULATION, INDICATED ON FLOOR PLAN AND DIAGRAMS, ETC.

1WATERMETER +/- 48"

r \STRAINER AIR GAP WITH DRAIN 12" MIN.

30" MAX.BLOWDOWN DIRECTION OF FLOW ^6" (MAX) FINISH FLOORr PIPE SLEEVEy FLOOR DRAIN

GRADENON-SECURED ROOM SECURED ROOM 1/2" TRAP PRIMER CONNECTION

“zrFLOOR DRAIN BODY

4 *A *4 *

A * A „ A * A *A A A A * A A <

A *A A * A < A A A A <

s—rP-TRAP

PIPE SLEEVE. SEAL WATERTIGHT.

SLAB. SEE STRUCTURAL.NOTE:CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR FIRE RATED SECURE WALL LOCATIONS.

A

STRUCTURAL FOOTER. SEE STRUCTURAL.

UdFSEE CIVIL FOR

CONTINUATIONFLOOR DRAIN WITH TRAP PRIMER (FD)SECURE WALL PIPE PENETRATION DETAIL BACKFLOW PREVENTER INSTALLaA A *1 3 4o AA «4 A

P-401 P-401 P-401a A A ” A

A AA *

NOT TO SCALE NOT TO SCALE NOT TO SCALEA A A *

AA

SHEETIDENTIFICATIONGENERAL DATA SOIL CLASSIFICATION DETAIL GENERAL DATA BACKFILLING REQ. DETAIL ELEVATOR SUMP PUMP DETAIL5 6 7

P-401P-401/ NOT TO SCALE P-401/ NOT TO SCALE P-401/ NOT TO SCALE

MUS Army Corps of Engineers ® Mobile District

D

C

B

A

EM

BE

DM

EN

T M

ATER

IAL

EM

BE

DM

EN

T M

ATE

RIA

L

APPRj/

Lmar

kI S

IZE:

I AN

SI D

DAT

ED

ESC

RIP

TIO

NM

ARK

APP

R.

DAT

ED

ESC

RIP

TIO

NFI

LE N

AME

: P4

01ES

13.D

WG

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3P

LOT

DAT

E:P

LOT

SCAL

E:PL

UM

BIN

G D

ETA

ILS

SU

BM

ITTE

D B

Y:

W. J

ON

ESC

ON

TRA

CT

NO

.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

NOTE:PROVIDE NICKEL BRONZE ADJUSTABLE

CARPET FRAME COVER IN AREAS WHEREFINAL FLOOR FINISH CONSISTS OF

CARPETING. COORDINATE WITH DWG'sFOR FINAL FLOOR FINISH.

PIPE EXTENSIONWITH CLEANOUT PLUG

FURNISH FLANGE ANDCLAMPING RING FORWATERPROOFINGMEMBRANE

ADJUSTABLEHOUSING WITHLEVELING SCREWS

FINISHCONCRETE

FINISHEDFLOOR

ELECTRICAL SWITCHFOR PUMP POWER

SUPPLY - REFER TOELECTRICAL DRAWINGS

TERMINATE SUMP PUMPDISCHARGE TO HUB

DRAIN

1-1/2" DWVCOPPER DISCHARGE

BRONZE GATE VALVE

NON-SLAM BRONZECHECK VALVE

SUMP GRATE - REFER TOSTRUCTURAL DRAWINGS

ELEVATORSHAFT FLOOR

SUMP PIT - REFER TOSTRUCTURAL DRAWINGS

2'-0"(SQUARE)

FLOAT SWITCH

2'-0"

ELECTRICALPOWER CORD

ELEVATORSHAFT WALL

ELECTRICALJUNCTION BOXRE: ELECTRICAL DWG'S

FINISHEDFLOOR

ELEVATORENTRANCE

P-TRAP

1/2" TRAP PRIMERCONNECTION FLOOR

DRAIN BODY

FINISH FLOOR

INITIALBACKFILL

HAUNCHING

BEDDING (MAX 6")

FOUNDATION(MAY NOT BEREQUIRED)

EMBE

DMEN

T MA

TERI

AL

SPRING LINEOF PIPING

EMBEDMENT MATERIALS

CLASS I: ANGULAR, 1/4"-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 1-1/2" INCLUDING . VARIOUS GRADED SANDS AND GRAVELS CONTAINING SMALLPERCENTAGES OF FINES, GENERALLY GRANULAR AND NON- COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SPARE INCLUDED IN THIS CLASS.

CLASS III: FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SANDCLAY MIXTURES AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM, ANDSC 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: HIS 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 TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.

BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALSSHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. IN DRY SOILCONDITIONS, CLASS II OR III MATERIAL SHALL BE HAND PLACED IN 4-6", LIGHTLY COMPACTED UNIFORM ANDNOT FINER THAN THE FOUNDATION MATERIAL. IN WET CONDITIONS, CLASS I, II OR III MATERIAL SHALL BEHAND PLACED, 4-6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING CLASS IMATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR III MATERIAL SHALL BE ADDED TO FILL ALL VOIDSCREATED BY THE USE OF CLASS I MATERIAL.

A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.

HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR IIIMATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDESUPPORT.INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR III. IT SHALL BE PLACED WITHIN 24-30" ABOVE THETOP 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 MAYREQUIRE SPECIAL COMPACTION AND DENSITY TESTS. A MINIMUM OF 30" OF COVER OVER THE TOP OFTHE 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.

FOUNDATION(MAY NOT BE REQUIRED)

BEDDING (MAX 6")

HAUNCHING

INITIALBACKFILL

EMBE

DMEN

T MA

TERI

ALSPRING LINEOF PIPING

5

5

3

2

1

1

2

3

4

5

6" (MAX)

PIPE INSULATION PERSPECIFICATIONS.

CARRIER PIPE

SCHEDULE 40 STEEL PIPESLEEVE, ONE PIPE SIZE LARGERTHAN CARRIER PIPE WITHINSULATION, INDICATED ONFLOOR PLAN AND DIAGRAMS, ETC.

NOTE:CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FORFIRE RATED SECURE WALL LOCATIONS.

FILL ANNULAR SPACE WITHFIRE CAULK

SECURED ROOMNON-SECURED ROOM

6AWG COPPER GROUND WIRE TOELECTRICAL GROUNDINGSYSTEM(S). COORDINATE WITHELECTRICAL. PROVIDE PIPECLAMP OR EXOTHERMAL WELD ATPIPE.

FIRE RATED SECURITY WALL

DIRECTION OF FLOW30" MAX.12" MIN.

AIR GAPWITH DRAIN

FLOOR DRAIN

EXTERIOR WALL. SEEARCHITECTURAL.

PIPE SLEEVE

TESTPORT(TYP.)

STRAINER

WATERMETER

BYPASS

SEE CIVIL FORCONTINUATION

WATER SUPPLYTO BUILDING

+/- 48"

REDUCEDPRESSUREBACKFLOWPREVENTER

SLAB. SEE STRUCTURAL.

BLOWDOWN

GATE VALVEFORSTRAINERSERVICE

GATEVALVE(TYP.)

GATEVALVE

FOR METERSERVICE/

REPLACEMENT

STRUCTURALFOOTER. SEESTRUCTURAL.

PIPE SLEEVE. SEALWATERTIGHT.

NOTES:1. SEE SCHEDULE ON P003 FOR FURTHER BACKFLOW PREVENTER

INFORMATION.2. SEE PLANS FOR PIPE SIZES.3. SEE PLANS FOR WATER METER SIZE.4. SEE NOTES ON SHEET P002 FOR WATER METER INFORMATION.5. WATER METER SHALL BE PROVIDED BY CONTRACTOR.

GRADE

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-401

PLUM

BING

DET

AILS

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P401

ES13

.DW

G

W91

278-

17-R

-001

0

NOT TO SCALEP-401

2 FLOOR CLEANOUT (FCO)

NOT TO SCALEP-401

7 ELEVATOR SUMP PUMP DETAIL

NOT TO SCALEP-401

3

FLOOR DRAIN WITHTRAP PRIMER (FD)

NOT TO SCALEP-401

5 GENERAL DATA SOIL CLASSIFICATION DETAILNOT TO SCALEP-401

6 GENERAL DATA BACKFILLING REQ. DETAIL

NOT TO SCALEP-401

1 SECURE WALL PIPE PENETRATION DETAILNOT TO SCALEP-401

4 BACKFLOW PREVENTER INSTALL

Page 13: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

EXPANSION TANK, MIN. TANK VOLUME 4.5 GAL, MIN. 3.42 GAL. ACCEPTANCE VOLUME, 20 PSI PRECHARGE, 150 MAX. PRESSURE

PLUMBING CHASE TO BE COORDINATED WITH ARCHITECTURAL

SCHMIDTVACUUMRELIEFVALVE

CONSULTING-GROUP,INC.CHECK VALVE 110° F TEMPERED

HOT WATER TO FIXTURES

FINISH WALL MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALBALL VALVE OPENING FRAMING BY OTHERSf FLORIDA LICENSE NUMBER05371

901 W. Garden St. Pensacola. FL 325 P: 8504 38-0050 F: 8504 32-8631

WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080

02□ COLD WATER FROM BLDG / SUPPLY

1CW SUPPLY—i6"hidi $ ko s CLEANOUT WITH RECESSED BRONZE PLUGSC G PROJECT: 2015-176

BALANCING VALVEdk"- CHROME FINISH ACCESS COVER AND

FRAME WITH VANDAL RESISTANT SCREWS, FINISH FLUSH WITH WALL

iTHERMOMETER. I

I 1VOLUME CONTROL AND SHUTOFFTHERMOMETERROUTE FLUE AND INTAKE

TO ROOF. PROVIDE CONCENTRIC VENT KIT.

/ UNIONkDikiN. I_ _ _ 140° HW .

1UI 1 ^ SUPPLY TOFIXTURES

THERMOSTATIC MIXING VALVE'FINISH FLOOR

Iidi-Kf [>oOo:<] WALL CLEANOUT (WCO)2S3 ESI

I P-402 1/8"= 1'~0"c—k

CIRC.I PUMPUd IN-LINE CIRCULATING

PUMP —|TEMPERATURE AND PRESSURE RELIEF VALVE, PIPE FULL SIZE TO FLOOR DRAIN

AQUASTAT AND TIMER 110° RETURN WATER FROM FIXTURES

£JHOT WATER T DIAL TYPE PRESSURE GAUGE (0-100 PSIG)—idL TRAPur

—idhUPGAS SUPPLY —STRAINERGWH-1 AQUASTAT FOR

CONTROL OF PUMPCIRCULATED TEMPERED RETURN WATER TO WATER HEATER

PIPE •PIG TAIL (TYPICAL)

•PLUG VALVE (TYPICAL)I

GAS COCKif'g ftzHOSE BIBB WITH

VACUUM BREAKERÏUNION T FLOWP to*GALVANIZED SAFETY PAN.

ROUTE 1" PAN DRAIN TO FLOOR DRAIN WITH AIR

sDRIP LEG-c

GAP. CHECK VALVEREDUCING TEE (OR TEST PLUGFOR INSERTION OF GAUGE)

4" HIGH CONCRETE HOUSEKEEPING PAD UNIONr FOR CONTINUATION AND

SIZE, SEE FLOOR PU\NFINISHED FLOOR ^ ROUTE TO FLOOR DRAIN BALL VALVE OR LUG BUTTERFLY VALVE(

RISE TO CEILING SPACEGWH AND MIXING VALVE DETAIL RECIRCULATING PUMP\1 3

P-402 P-402NOT TO SCALE NOT TO SCALEPC

GAS SHUT-OFF COCK

TEEW/BUSHING AND 3/8" PLUGduocù a==tFURNISH THRU WALL

PIPE SLEEVE, SEAL WEATHER TIGHT

GAS PRESSURE REGULATOR MAX 2 PSIH

DDC C I/ (c n it

* HQ □fTTTl rn

MANUAL SHUT-OFF VALVE WITH AN 1/8" N.P.T. PLUGGED TAPPINGACCESSIBLE FOR TEST GAGE CONNECTION TO BE INSTALLED UPSTREAM OF THE GAS SUPPLYCONNECTION TO THE APPLIANCE.

INSULATING UNION

6" DRIP LEG AND PLUG

C □PLUGGED TEE W/ BUSHING AND 3/8" PLUG

GAS METER 1620 CFHFROM GAS

SUPPLY

GAS COCK (TYP.)

ANODELESS RISER

of<Z>FINISH GRADE _

LGAS FLOOR SLABGROUND JOINT UNION

COCK ECŒ' . & ' . r> ' . & * . & ' . •

rTTTm~m~i-VnTz=Ml—fM—FM—4" CONCRETE PAD

n03

IoTO EQUIPMENT/CONTROLS "A— FROM GAS SUPPLY SEE CIVIL FOR CONTINUATION

6" TRAP (DRIP LEG) NOTES:

1. CONTRACTOR SHALL PROVIDE AND INSTALL GAS METER AND REGULATOR. REFER TO NOTES ON SHEET P002.

i r STRUCTURAL FOOTNG

GAS CONNECTION TO EQUIPMENT GAS SERVICE CONNECTION FROM UNDERGROUND SHEETIDENTIFICATION

4 5

P-402 1/8"= 1'-0"P-402/ NOT TO SCALE P-402

T

MUS Army Corps of Engineers ® Mobile District

D

C

B

A

1 2 3 4 5

EXTE

RIO

R W

ALL

/

APPRj/

Lmar

kI S

IZE:

I AN

SI D

DAT

ED

ESC

RIP

TIO

NM

ARK

APP

R.

DAT

ED

ESC

RIP

TIO

NFI

LE N

AME

: P4

02ES

13.D

WG

BULL

OC

K TI

CE

ASS

OC

IATE

S

909

E. C

ERVA

NTE

S ST

REE

T, S

UIT

E B.

PE

NSA

CO

LA, F

LOR

IDA

PR

OJE

CT

NU

MB

ER:

M01

5ES1

3P

LOT

DAT

E:

8 FE

B. 2

017

PLO

T SC

ALE:

PLU

MB

ING

DET

AIL

SS

UB

MIT

TED

BY:

W

. JO

NES

CO

NTR

AC

T N

O.:

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

MO

BIL

E D

ISTR

ICT

MO

BILE

, ALA

BAM

AS

OLI

CIT

ATI

ON

NO

.: W

9127

8-17

-R-0

010

CKD

BY:

W. J

ON

ESD

WN

BY:

C

. DAY

FY16

AD

DIT

ION

TO

39I

OS

FAC

ILIT

Y

HU

RLB

UR

T FI

ELD

, FLO

RID

A

DAT

E:FE

BR

UA

RY

8, 2

017

DES

IGN

ED B

Y:

C. D

AY

FROM GAS SUPPLY

FROM GASSUPPLY

6" TRAP(DRIP LEG)

GASCOCK

MANUAL SHUT-OFF VALVE WITH AN 1/8" N.P.T.PLUGGED TAPPINGACCESSIBLE FOR TEST GAGECONNECTION TO BE INSTALLED UPSTREAM OFTHE GAS SUPPLYCONNECTION TO THEAPPLIANCE.

GROUNDJOINT UNION

TO EQUIPMENT/CONTROLS

ASSE1017

LEONARD

DRIP LEG

GAS COCK

GAS SUPPLY

UNION

PIPE

THERMOSTATIC MIXING VALVE

THERMOMETER

VOLUME CONTROL AND SHUTOFF

FINISHED FLOOR

T

ROUTE FLUE AND INTAKETO ROOF. PROVIDECONCENTRIC VENT KIT.

GWH-1

CW SUPPLY

140° HWSUPPLY TOFIXTURES

ROUTE TO FLOOR DRAIN

BALANCING VALVE

BALL VALVE

CHECK VALVE

EXPANSION TANK, MIN. TANKVOLUME 4.5 GAL., MIN. 3.42 GAL.ACCEPTANCE VOLUME, 20 PSIPRECHARGE, 150 MAX. PRESSURE

UNION

TEMPERATURE ANDPRESSURE RELIEFVALVE, PIPE FULLSIZE TO FLOOR DRAIN

HOSE BIBB WITHVACUUM BREAKER

4" HIGH CONCRETEHOUSEKEEPING PAD

GALVANIZED SAFETY PAN.ROUTE 1" PAN DRAIN TOFLOOR DRAIN WITH AIRGAP.

HOT WATERTRAP

110° F TEMPEREDHOT WATER

TO FIXTURESCOLD WATER FROM BLDGSUPPLY

110° RETURNWATER FROM FIXTURES

AQUASTAT AND TIMERCIRC.PUMP

CIRCULATED TEMPEREDRETURN WATER TO WATERHEATER

VACUUMRELIEFVALVE

THERMOMETER1400

100

120

1040

-1020

0

50

°C

°F

60

R

40

20

60 80

30

FOR CONTINUATION ANDSIZE, SEE FLOOR PLANBALL VALVE OR LUG BUTTERFLY VALVE

CHECK VALVE

DIAL TYPE PRESSUREGAUGE (0-100 PSIG)

PLUG VALVE (TYPICAL)

UNION

IN-LINE CIRCULATINGPUMP

PIG TAIL (TYPICAL)

REDUCING TEE (OR TESTPLUGFOR INSERTION OF GAUGE)

AQUASTAT FORCONTROL OF PUMP

FLOW

STRAINER

PLUMBING CHASE TO BECOORDINATED WITH ARCHITECTURAL

FINISH WALL

FINISH FLOOR

CHROME FINISH ACCESS COVER ANDFRAME WITH VANDAL RESISTANT SCREWS,FINISH FLUSH WITH WALL

OPENING FRAMING BY OTHERS

CLEANOUT WITH RECESSED BRONZE PLUG

32 24

TEE W/BUSHINGAND 3/8" PLUG

GAS PRESSUREREGULATORMAX 2 PSI

INSULATING UNION

PLUGGED TEE W/BUSHING AND 3/8" PLUG

GAS COCK (TYP.)

ANODELESS RISERFINISH GRADE

STRUCTURAL FOOTING

RISE TO CEILINGSPACE

GAS SHUT-OFF COCK

4" CONCRETE PAD

EXTE

RIOR

WAL

L

FLOOR SLAB

NOTES:1. CONTRACTOR SHALL PROVIDE AND INSTALL GAS METER AND REGULATOR.

REFER TO NOTES ON SHEET P002.

GAS METER1620 CFH

SEE CIVIL FOR CONTINUATION

FURNISH THRU WALLPIPE SLEEVE, SEAL

WEATHER TIGHT

DDC

6" DRIP LEGAND PLUG

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-402

PLUM

BING

DET

AILS

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P402

ES13

.DW

G

8 FE

B. 2

017

W91

278-

17-R

-001

0

NOT TO SCALEP-402

4 GAS CONNECTION TO EQUIPMENT

NOT TO SCALEP-402

1 GWH AND MIXING VALVE DETAILNOT TO SCALEP-402

3 RECIRCULATING PUMP

P-402 1/8" = 1'-0"

2 WALL CLEANOUT (WCO)

P-402 1/8" = 1'-0"

5 GAS SERVICE CONNECTION FROM UNDERGROUND

Page 14: FLORIDA LICENSE NUMBER 05371 P: 850-438 ... - Green-Simmons

Œ'□ 1

ni;

!ly

P-403/ NOT TO SCALE

%*•

ft- * V

WATER STOP & ANCHOR COLLAR 'CONTINUOUSLY WELDED ALL GROUND TO SLEEVE. MIN. 1">m.ÏPIPE SLEEVE

/!■ IN f • • ,•

ll -

• V nil*&7 1111Or

" 1fF1I

I_ J

w:

</^STAINLESS STEEL 'LINK SEAL

oo.f

** : * **,

ISOLATION BALL VALVE \

nïflÎT )T\

3E

©

l

J

1; ifll |I

I! !>y-

1. INSULTE EXPOSED CW PIPING PER SPECIFICATIONS AND PROVIDE ALUMINUM JACKET.

2. THIS IS INTENDED FOR MECHANICAL/EQUIPMENT APPLICATION ONLY. SEE FLOORPLAN.

P-403/ NOT TO SCALE

SEE FLOOR PLAN ^------ l6h ) SEE MECHANICAL FOR CONTINUATION

4^—h

STRAINER-

E 3

ANCHOR TO WALL SURFACE WITH UNISTRUT AND PIPE CLAMPS

o o

©

M

(MIN

.)'

an

ddV,2l

^ddVI

I SIZ

E:I A

NSI D

MIN. 1/2" COPPERCW SUPPLY LINE

DOMESTIC CWSUPPLY LINE

TRAP PRIMERVALVE

ISOLATION BALLVALVE

DISTRIBUTIONUNIT, FOR 5 LINES

FINISH CEILING LINE

ANCHOR TO STRUCTURALFRAMING WITH UNISTRUTAND PIPE CLAMPS

NOTES:1. PIPING SHOWN IN CONCEALED WALL CONSTRUCTION.2. COORDINATE CEILING AND WALL ACCESS PANEL WITH

ARCHITECTURAL.3. INSULATE ABOVE CEILING CW PIPING AND INSIDE WALL CW

PIPING PER SPECIFICATIONS.

ROUTE TO FLOOR DRAIN

12"A

FF(M

IN.)

ANCHOR TO WALLSURFACE WITHUNISTRUT ANDPIPE CLAMPS

TRAP PRIMERVALVE

UNION

MIN. 1/2" COPPERCW LINE TO FLOORDRAIN TRAP

SLEEVE PIPE BELOWFLOOR WITH 27 MIL.FLEXIBLE PIPE PROTECTOR

12"A

FF(M

IN.)

FINISH FLOOR

DOMESTIC CWSUPPLY LINE

ISOLATION BALLVALVE

ROUTE TO FLOOR DRAIN

NOTES:1. INSULATE EXPOSED CW PIPING PER SPECIFICATIONS AND PROVIDE

ALUMINUM JACKET.2. THIS IS INTENDED FOR MECHANICAL/EQUIPMENT APPLICATION ONLY.

SEE FLOORPLAN.

MIN. 1/2" COPPERCW SUPPLY LINE

MIN. 1/2" COPPERCW SUPPLY LINE

16" SQ

6"

SECURED RIM SCORIATEDCOVER WITH VANDALRESISTANT SCREWS.COVER WITH "C.O." NICKEL-BRASS

ADJUSTABLEHOUSING WITH

LEVELING SCREWS6" THICK CONCRETEPAD

FINISH GRADE

PIPE EXTENSION WITHCLEANOUT PLUG

CAULK INSIDECONNECTION

GAS TIGHT PLUG

STRAINER

AIR GAP FITTING

SEE FLOOR PLAN

REDUCED PRESSUREBACKFLOW PREVENTER

1" PIPING TOFLOOR DRAIN

SEE MECHANICAL FORCONTINUATION

ISOLATION VALVE

NOTE: PROVIDE SECONDARY DRAIN PAN UNDERNEATH BFPSERVING COMPUTER ROOM UNIT MAKE-UP WATER SYSTEM.ROUTE DRAIN TO NEAREST HUB DRAIN.

4"Ø SCH. 40PVC PIPE

GRADE

INSULATION

STAINLESS STEELLINK SEAL

PIPE SLEEVE

WATER STOP & ANCHOR COLLARCONTINUOUSLY WELDED ALLAROUND TO SLEEVE. MIN. 1"

POURED CONCRETEOR C.M.U. WALL. SEEARCH.

MASTICCOATING ONWALL & PIPE

4"Ø SCH. 40PVC CAP

SLAB

RAISEDFLOOR

CONSULTING GROUP,INC.

WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080

901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631

FLORIDA LICENSE NUMBER 05371

MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL

S C H M I D T.

SCG PROJECT: 2015-176

1

A

SHEETIDENTIFICATION

US Army Corps ofEngineers ®Mobile District

U.S

. AR

MY

CO

RPS

OF

ENG

INEE

RS

DES

IGN

ED B

Y:

BULL

OCK

TIC

E AS

SOCI

ATES

909

E. C

ERVA

NTES

STR

EET,

SUI

TE B

.PE

NSAC

OLA

, FLO

RIDA

2 3 4 5

B

C

D

DW

N B

Y:

SUB

MIT

TED

BY:

PLO

T SC

ALE:

SIZE

:

CK

D B

Y:

PLO

T DA

TE:

DA

TE:

SOLI

CIT

ATI

ON

NO

.:

CO

NTR

AC

T N

O.:

PRO

JEC

T N

UM

BER

:

FILE

NA

ME:

MAR

KD

ESC

RIP

TIO

ND

ATE

APP

R.M

ARK

DES

CR

IPTI

ON

DAT

EA

PPR.

1:1

AN

SI D

MO

BIL

E D

ISTR

ICT

MO

BIL

E, A

LAB

AM

A

M01

5ES1

3

FY16

AD

DIT

ION

TO

39

IOS

FAC

ILIT

YH

UR

LBU

RT

FIEL

D, F

LOR

IDA

P-403

PLUM

BING

DET

AILS

C. D

AY

C. D

AY

W. J

ON

ES

W. J

ON

ES

FEB

RU

AR

Y 8,

201

7

P403

ES13

.DW

G

W91

278-

17-R

-001

0

NOT TO SCALEP-403

5 TRAP PRIMER (CONCEALED)NOT TO SCALEP-403

4 TRAP PRIMER (EXPOSED)

NOT TO SCALEP-403

2 CLEANOUT TO GRADE (COTG)NOT TO SCALEP-403

1 HVAC MAKE-UP WATER DETAIL

NOT TO SCALEP-403

3 PIPE SLEEVE THROUGH WALL AT SERVER ROOM