Attachment 10 - Drawings Plumbing.pdf

S SS

DCW

DHW

PIPING SYSTEM

NG NATURAL GAS

SD STORM DRAIN

PD PUMP DISCHARGE

OFD OVERFLOW STORM DRAIN

GW GREASE WASTE

OW OIL WASTE

SAN SANITARY WASTE

D CONDENSATE DRAIN

CA COMPRESSED AIR

AW ACID WASTE

N2 NITROGEN

N2O NITROUS OXIDE

MA MEDICAL AIR

O2 OXYGEN

V SANITARY VENT

OV OIL VENT

AV ACID VENT

NPCW NONPOTABLE COLD WATER

DI DE-IONIZED WATER

SCW SOFTENED COLD WATER

DCW DOMESTIC COLD WATER

RO REVERSE OSMOSIS WATER

DOMESTIC CW BELOW GRADE

DOMESTIC HOT WATER

CO2 CARBON DIOXIDE

DHW 140 DOMESTIC HOT WATER (OTHER TEMP)

PG PROPANE GAS

DHWR DOMESTIC HW RECIRCULATION

NG

SD

PD

OFD

GW

OW

SAN

D

CA

AW

N2

N2O

MA

O2

CO2

PG

V

OV

AV

HW 140

SCW

NPCW

DI

RO

EXISTING

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

NEW BOLD TEXT INDICATES NEW ITEM

ITALICIZED TEXT INDICATES EXISTING ITEM

NEW PLUMBING EQUIPMENT MARK

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

CONNECT TO EXISTING

LIMIT OF DEMOLITION

P-###

EXISTING PLUMBING EQUIPMENT MARKP-###

3-WAY CONTROL VALVE

ANGLE GATE VALVE

ANGLE GLOBE VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

CONTROL VALVE

GATE VALVE

GLOBE VALVE

SAFETY RELIEF VALVE

TWO POSITION CONTROL VALVE

BACKFLOW PREVENTER

ECCENTRIC REDUCER

CONCENTRIC REDUCER

FLOW ARROW

HOSE BIBB / SILLCOCK

PLUG VALVE

PRESSURE REDUCING VALVE (WATER)

PRESSURE REGULATOR (GAS)

PIPE ANCHOR

PIPE GUIDES

WALL CLEANOUT

SUSPENDED CLEANOUT

WCO

WYE STRAINER

WYE STRAINER WITH DRAIN VALVE

FLOOR DRAIN - ROUND OR SQUARE

FLOOR CLEANOUT

PIPE CAP

PIPE TURNING DOWN

PIPE TURNING UP

TEE UP

TEE DOWN

DROP AND RUN

DROP AND TURN

TEE OFF TOP

TEE OFF BOTTOM

CROSS AND RISER

PLAN 90° ELBOW

PIPE TEE

PIPE UNION

FLEXIBLE PIPE CONNECTOR

WATER HAMMER ARRESTOR

PUMP

AUTOMATIC AIR VENT

PRESSURE SWITCH

PRESSURE GAUGE

THERMOMETER

FLOW SWITCH

TEMPERATURE SWITCH

OR

CO

PIPE SLOPE ARROW

AV

F

P

T

CIRCUIT SETTER

F FAHRENHEIT

FA FROM ABOVE

FB FROM BELOW

FBO FURNISHED BY OTHERS

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE)

CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FU FIXTURE UNITS

G GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUTS

GD GARBAGE DISPOSAL

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HB HOSE BIBB (INTERIOR)

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK

(DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

ICW INDUSTRIAL COLD WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KW KILOWATT

KWHR KILOWATT-HOUR

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH THOUSANDS OF BTU PER HOUR

MC MECHANICAL CONTRACTOR

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTANDING

MSB MOP SINK BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OSD OVERFLOW STORM DRAIN

OR OPERATING ROOM

PA PASCAL

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAUGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH -

ABSOLUTE

PSIG POUNDS PER SQUARE INCH - GAUGE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RO REVERSE OSMOSIS

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SCFM STANDARD CUBIC FOOT/MIN

SCW SOFTENED COLD WATER

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT SQUARE FOOT

SS STAINLESS STEEL

ST STORAGE TANK

TCV TEMPERATURE CONTROL VALVE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TDL TEMPERATURE DIFFERENTIAL

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

V SANITARY VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAUGE

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WHD WALL HYDRANT

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

YCO YARD CLEANOUT

YH YARD HYDRANT

A/E ARCHITECT/ENGINEER

AC ABOVE CEILING

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

AFG ABOVE FINISHED GRADE

ASD ADJUSTABLE SPEED DRIVE

ASHRAE AMERICAN SOCIETY HEATING,

REFRIGERATING, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

BAS BUILDING AUTOMATION SYSTEM

BF BELOW FLOOR

BFP BACKFLOW PREVENTER

BG BELOW GRADE

BH BOOSTER HEATER

BHP BREAK HORSEPOWER

BJ BETWEEN JOISTS

BOP BOTTOM OF PIPE

BSP BLACK STEEL PIPE

BT BATHTUB

BTUH BRITISH THERMAL UNITS PER HOUR

C CELSIUS

CF COMBINATION FIXTURE

CGA COMPRESSED GAS ASSOCIATION

CI CAST IRON

CO CLEANOUT

COND CONDENSATE

CP CONDENSATE PUMP

CS CLINICAL SINK

CV CONTROL VALVE

DA DENTAL COMPRESSED AIR

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DF DRINKING FOUNTAIN

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DV DENTAL VACUUM

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWT DOMESTIC WATER TEMPERED

DWV DRAIN WASTE VENT

EC ELECTRICAL CONTRACTOR

EL ELEVATION

EMCS ENERGY MONOSERRAT AND CENTRAL

SYSTEM

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYEWASH STATION

EX EXISTING

PLUMBING SYMBOLS PLUMBING SYMBOLS

ANNOTATION SYMBOLS

PLUMBING ABBREVIATIONS

DWT DOMESTIC WATER TEMPERED DWT

OSD OVERFLOW STORM DRAINOSD

SD STORM DRAIN BELOW GRADE. .

WATER METERM

1. WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND APPLICABLE VA STANDARDS.

2. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.

3. OBTAIN AND PAY FOR PERMITS, FEES, AND INSPECTIONS REQUIRED FOR THIS WORK.

4. PROVIDE NEW MATERIALS, EQUIPMENT AND PRODUCTS INCORPORATED IN THE WORK, OF A SUITABLE GRADE FOR THE

PURPOSES INTENDED.

5. EQUIPMENT OR MATERIAL DEVIATIONS FROM INDICATED CONTRACT REQUIREMENTS ARE SUBJECT TO THE APPROVAL OF THE COR. SUBMIT PROPOSED EQUIPMENT DEVIATIONS THAT ARE SIMILAR BOTH IN QUALITY AND CAPACITY TO THAT

EQUIPMENT SPECIFIED, AS SOLELY DETERMINED BY THE COR.

6. INSTALL EQUIPMENT AS INDICATED, ALLOWING FOR SUFFICIENT ACCESS AND CLEARANCE SPACE FOR EQUIPMENT

MAINTENANCE, REPAIRS, AND REPLACEMENT.

7. AT EACH PLUMBING FIXTURE WITH QUICK CLOSING VALVES, PROVIDE A PISTON TYPE WATER HAMMER ARRESTOR SIZED

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

8. SANITARY DRAINAGE PIPING INDICATED IS LOCATED BELOW FLOOR SLAB OR WITHIN WALLS UNLESS NOTED OTHERWISE.

SANITARY VENT PIPING INDICATED IS ABOVE THE CEILING OR WITHIN WALLS UNLESS NOTED OTHERWISE.

9. SUPPORT PIPING SYSTEM AS REQUIRED BY APPLICABLE LOCAL, STATE, AND NATIONAL CODES ALONG WITH

SPECIFICATIONS, VA STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.

10. FIRESTOP AND SEAL PIPING PENETRATIONS THROUGH WALLS AND FLOORS EQUAL TO THE RATING OF WALLS AND FLOORS.

11. TEST PLUMBING SYSTEM IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES AND APPLICABLE VA

STANDARDS.

12. COORDINATE PLUMBING PIPING WITH WORK OF OTHER DISCIPLINES.

13. DISINFECT DOMESTIC WATER SYSTEM IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND

APPLICABLE VA STANDARDS.

14. PROVIDE SHUT OFF VALVES AT BRANCH PIPING TO FIXTURES.

15. COORDINATE PLUMBING WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION. COORDINATE ROUTING OF PIPING WITH

EXISTING CONDITIONS.

16. PROVIDE ALL NECESSARY OFFSETS, TEES, ELBOWS, ETC. FOR A COMPLETE AND COORDINATED WORKING PLUMBING SYSTEM. DRAWING PLANS, SCHEMATICS, AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING

SYSTEMS.

17. CONTRACTOR SHALL COORDINATE ANY PLUMBING SYSTEM REQUIRED SHUTDOWN WITH THE COR 2 WEEKS IN ADVANCE

AND CONFIRM 48 HOURS PRIOR.

18. PATCH, PAINT AND CLEAN SURFACES SUSTAINING DAMAGE ASSOCIATED WITH PLUMBING WORK OF THIS CONTRACT, UNLESS NOTED OTHERWISE.

19. INSTALL ESCUTCHEONS IN ALL PLACES WHERE PIPING PENETRATES A WALL IN AN EXPOSED LOCATION.

20. DO NOT INSTALL PIPES ABOVE TELECOM OR ELECTRICAL EQUIPMENT.

PLUMBING GENERAL NOTES

2 HOUR FIRE SEPARATION

1 HOUR FIRE SEPARATION

SMOKE RATED

WALL RATING LEGEND

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-001

PLUMBING GENERAL INFORMATION

1 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Docusign Envelope ID: 80537957-6FE1-43C1-90A3-95C473977FCA

1/27/2025

A

2 3 4 5 6

B

D

C

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TR

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

GROUP

ROOM 2

OFFICE/CONSULT

11OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TLT

OFFICE/CONSULT

16HAC

STAFF TLT

TOILET

OFFICE

OFFICE

OFFICE

ELEC

SOILED

FAMILY

CONSULT

STAFF

CONFERENCE

ROOM

OCCUPATIONAL

THERAPY

COMMUNITY

ROOM

RESOURCE/

COMPUTERS

OFFICE

FAMILY

CONSULT

EXAM

OFFICE

OFFICE

STAFF

LOUNGE

VEST

MECHANICAL

MEDS

OPEN

OFFICE

GROUP

ROOM 1

RECEPTION/CHECK-IN

VEST

WAITING

CORRIDOR

C06

CORRIDOR

C04

CORRIDOR

C05

CORRIDOR

C03

CORRIDOR

C02

CORRIDOR

C01

LOBBY

FIRE

RISER

ROOM

STORAGE

P-103P-420

P-432

P-103

P-420

P-418

P-708

P-502

P-528

P-432

P-432

FD-D

FD-C

P-524

CO CO

4" SAN

2" V 2" V

4" SAN 6" SAN

6" SAN4" SAN

2" SAN

2" V

2" SAN

4" SAN4" SAN

V

1 1/2" V

2" SAN

2" V

V

2" V

V

2" SAN

2" V

S A

N

S A

N

1 1/2" V

1 1/2" SAN

4" SAN

P-401

P-401

4" ODSN

6" ODSN

6" ODSN

O S

D

6" OSD

4" ODSN

3" OSD

3" ODSN

7 6" SD6" SD

7 4" SD

6" SD

S D

6" ODSN

3" O

S D

CLEAN

SUPPLY

07A

TOILET

TRAINING

TLT

53B

P-302T

P-106T

P-413T

STOR

53C

P-608

V

1 1/2" 2"

4"

INVERT ELEVATION 5'

FROM BUILDING: 42.6'

INVERT ELEVATION 5'

FROM BUILDING: 42.0'

INVERT ELEVATION 5'

FROM BUILDING: 42.00'

INVERT ELEVATION 5'

FROM BUILDING: 42.25'

1.7

E

A.5

B.11 B.10

CO6" SD

8" SD

S D

6" S

D

6" SD 6" SD

4" WCO

4" WCO

P-432

P-811

P-811

O S

D

O S

D

/2

V

4" WCO

S A

N

/2

V

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

PW101

FIRST FLOOR DRAIN, WASTE, AND

VENT PLAN

2 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

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

FIRST FLOOR DRAIN, WASTE, AND VENT PLAN N

O

R T

H

0 4 8 16

1 UNDERGROUND SANITARY WASTE LINE. REFER

TO CU101 FOR CONTINUATION.

2 SANITARY PIPE IN WALL ABOVE THE FLOOR.

3 3" VENT PIPE UP TO VTR.

4 4" OVERFLOW STORM PIPE DOWN TO

DOWNSPOUT NOZZLE. SEE DETAIL 10/P-501.

5 4" OVERFLOW STORM PIPE UP.

6 4" STORM PIPE UP.

7 UNDERGROUND STORM LINE. REFER TO CU101

FOR CONTINUATION.

8 3" OVERFLOW STORM PIPE UP.

9 3" STORM PIPE UP.

10 6" STORM PIPE UP.

11 6" OVERFLOW STORM PIPE UP.

12 6" STORM PIPE DOWN TO THE UNDERGROUND.

13 STORM PIPING BELOW FLOOR.

14 6" OVERFLOW STORM PIPE DOWN TO

DOWNSPOUT NOZZLE. SEE DETAIL 10/P-501.

15 3" OVERFLOW STORM PIPE DOWN TO

DOWNSPOUT NOZZLE. SEE DETAIL 10/P-501.

16 PLUMBING FIXTURES IN THIS ROOM ARE FOR

TRAINING ONLY. NO PIPING REQUIRED.

17 ROUTE DISHWASHER DRAIN TO THE TAIL PIECE

OF A SINK DRAIN. PROVIDE AN AIR GAP. SEE

DETAIL 9/P-502 FOR MORE INFORMATION.

A. SLEEVE ALL PENETRATIONS. FIRESTOP AND

SEAL WATER TIGHT.

B. UNLESS NOTED OTHERWISE, THE SIZE OF

FIXTURE RUNOUTS IS TO BE WHAT IS LISTED IN

THE PLUMBING FIXTURE SCHEDULE.

C. SANITARY PIPING ARE BELOW THE FLOOR

UNLESS OTHERWISE NOTED.

2 3 4 5 6

B

D

C

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TR

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

GROUP

ROOM 2

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

13OFFICE/CONSULT

14 TLT

OFFICE/CONSULT

HAC

STAFF TLT

TOILET

OFFICE

OFFICE

OFFICE

ELEC

SOILED

FAMILY

CONSULT

STAFF

CONFERENCE

ROOM

OCCUPATIONAL

THERAPY

COMMUNITY

ROOM

RESOURCE/

COMPUTERS

OFFICE

FAMILY

CONSULT

EXAM

OFFICE

OFFICE

STAFF

LOUNGE

VEST

MECHANICAL

MEDS

OPEN

OFFICE

GROUP

ROOM 1

RECEPTION/CHECK-IN

VEST

WAITING

CORRIDOR

C06

CORRIDOR

C04

CORRIDOR

C05

CORRIDOR

C03

CORRIDOR

C02

CORRIDOR

C01

LOBBY

FIRE

RISER

ROOM

STORAGE

P-103

P-420

P-432

P-103

P-420

P-418

P-708

P-502

P-528

P-432

P-432

P-5241

1/2" DHWR 2" DCW 1/2" 1"

/2

/2

1/2" DHWR

1 1/2" DCW 3/4" DHW

1" DCW

1/2" 1 1/4"

/2

" 1

/4

/4

1" DCW

3/4" 1/2" 3/4"

1" DHW

1/2" DHWR

1 1/4" DCW

1 1/2" DCW

1/2" DHWR

1" DHW

1/2" 1/2"

1/2" 2" 1"

WHA-A

1/2" 1/2"

P-401

P-401

P-802

P-802

P-802

3/4" DCW

/4

D

C W

3/4" DCW

/4

D

C W

3/4" DCW

/4

D

C W

3/4" DCW

D C

W

FD-C

FD-D

TP-2

1/2" DCW

1 1/4" DCW

/2

P-608

P-302T

P-106T

P-413T

TOILET

CLEAN

SUPPLY

07A

STOR

53C

TRAINING

TLT

53B

1.7

E

A.5

B.11 B.10

3/4"

/4

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

P-432

1 1/4" DHW

P-811

P-811

WHA-B

WHA-A

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

PP101

FIRST FLOOR DOMESTIC WATER PLAN

3 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

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

FIRST FLOOR DOMESTIC WATER PLAN N

O

R T

H

0 4 8 16

1 PROVIDE THERMOSTATIC SELF-ACTUATING

BALANCING VALVE. SET TO 124 F MINIMUM. SEE

DETAIL 2/P-502.

2 1" IRRIGATION PIPE DO NOT TAP. LABEL PIPE

"IRRIGATION PIPE " EVERY 20'-0".

3 3/4" IRRIGATION PIPE DO NOT TAP. LABEL PIPE

"IRRIGATION PIPE " EVERY 20'-0".

4 1/2'' DCW DOWN TO TRAP PRIMER ASSEMBLY

AND TO FLOOR DRAIN TO CONNECT ABOVE

P-TRAP(S).

5 DCW PIPING BELOW FLOOR.

6 1/2" DHWR CONNECT TO DHW AS CLOSE TO THE

FIXTURE AS POSSIBLE.

7 PROVIDE AUTO FLUSHING/PURGING FAUCET.

SET FAUCET CONTROLS FOR AUTOMATIC

FLUSHING FOR 20 MIN (ADJ.) AT 2:00 AM.

COORDINATE WITH COR.

8 DHW PIPING BELOW FLOOR.

9 PROVIDE AN ACCESS PANEL IN THIS ROOM TO

ACCESS THE DOMESTIC WATER PIPING IN

GYPSUM CEILING.

10 FOR EMERGENCY EYE/FACE WASH, PROVIDE

MANUFACTURER'S MIXING VALVE. PROVIDE

TEPID WATER CONNECTION FROM MIXING

VALVE TO EMERGENCY EYE/FACE WASH

COMBO. MIXING VALVE SHALL PROVIDE A

MINIMUM OF 3 GPM OF TEPID WATER (60 OF-100

OF) FOR A MINIMUM DURATION OF 15 MINUTES

TO EMERGENCY EYE/FACE WASH COMBO.

11 PLUMBING FIXTURES IN THIS ROOM ARE FOR

TRAINING ONLY. NO PIPING REQUIRED.

12 1/2" DHW LINE FROM SINK SUPPLY TO THE

DISHWASHER.

A. SLEEVE ALL PENETRATIONS. FIRESTOP AND

SEAL WATER TIGHT.

B. UNLESS NOTED OTHERWISE, THE SIZE OF

FIXTURE RUNOUTS IS TO BE WHAT IS LISTED IN

THE PLUMBING FIXTURE SCHEDULE.

C. PROVIDE ISOLATION BALL VALVES AT EACH

BRANCH TO FIXTURE. LOCATE AS CLOSE TO

MAIN AS POSSIBLE.

D. PROVIDE WATER HAMMER ARRESTOR AT ALL

QUICK CLOSING VALVES. SEE DETAIL 2/P-501

FOR SCHEDULE.

E. PROVIDE THERMOSTATIC MIXING VALVE AT

EACH LAVATORY. SET TEMPERATURE AT 110oF.

2 3 4 5 6

B

D

C

3" VTR

3" VTR

3" VTR

2 22

RD-1 OD-1 RD-1 OD-1

RD-1 OD-1 RD-1 OD-1

RD-1 OD-1

RD-1 OD-1

RD-1 OD-1

3"3"

6"6"6" 6"

4" 4" 4" 4" 6" 6"

3" 3"

1.7

E

A.5

B.11 B.10

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

PP102

ROOF DRAINAGE PLAN

4 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

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

ROOF DRAINAGE PLAN N

O

R T

H

0 4 8 16

1 VENT THROUGH ROOF, SIZE AS NOTED. SEE

DETAIL 8/P-501 FOR CLAMPING REQUIREMENTS.

2 NEW ROOF DRAIN AND OVERFLOW DRAIN. SEE

DETAIL 3/P-502 FOR MORE INFORMATION.

A. SLEEVE ALL PENETRATIONS. FIRESTOP AND

SEAL WATER TIGHT.

ELEC

VEST

MECHANICAL

FIRE

RISER

ROOM

STORAGE

FD-E

FD-E

FD-E

121-MTMV-1

121-BF-2

121-BF-1

121-RP-1

1 1/4" DHW

2" DCW

1/2" DHWR

D C

W

3" DCW

/4

3/4"

121-AHU-1

P-802

P-802

121-HWHP-1

121-HWHP-2

121-CHWP-2

121-CHWP-1

WATER PRESSURE REDUCING VALVE

TP-2

121-ET-1

121-AS-1

121-ET-2

121-AS-2

121-BF-3

121-FCU-2

/4

/2

1"1"

/4

1.7

A.5

1/2" DCW

1"

121-DWH-1

121-DWH-2

121-DET-1

/2

121-CHWBT-1 121-HWBT-1

M

M

A

ELEC

VEST

MECHANICAL

FIRE

RISER

ROOM

STORAGE

FD-E

FD-E

FD-E

4" SAN

2" V

4" SAN

4" S

A N

4" SAN

V

V

4" SAN

O S

D

4" ODSN

1.7

A.5

STAFF TLT

TOILET

CORRIDOR

C05

P-103

P-420

P-420

P-103

GROUP

ROOM 2

1 1/2" DCW

1/2" DHWR

1" DHW

1 1/2" DCW

1/2" DHWR

1" DHW

1 1/2" DCW

1/2" DHWR

1" DHW

1 1/4" DCW

1/2" DHWR

1" DHW

1 1/4" DCW

1/2" DHWR

1" DHW

WHA-A

WHA-A

6" SD

4" SD

WHA-A

WHA-A

WHA-A

STAFF TLT

TOILET

CORRIDOR

C05

P-103

P-420

P-420

P-103

GROUP

ROOM 2

4" SAN

V

V

S A

N

/2

V

S A

N

V

S A

N

4" WCO

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-401

ENLARGED PLUMBING PLANS

5 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

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

ENLARGED MECHANICAL ROOM 23 DOMESTIC WATER PLAN

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

ENLARGED MECHANICAL ROOM 23 DRAIN, WASTE, AND VENT PLAN

A. SLEEVE ALL PENETRATIONS. FIRESTOP AND

SEAL WATER TIGHT.

B. UNLESS NOTED OTHERWISE, THE SIZE OF

FIXTURE RUNOUTS IS TO BE WHAT IS LISTED IN

THE PLUMBING FIXTURE SCHEDULE.

C. PROVIDE ISOLATION BALL VALVES AT EACH

BRANCH TO FIXTURE. LOCATE AS CLOSE TO

MAIN AS POSSIBLE.

D. PROVIDE WATER HAMMER ARRESTOR AT ALL

QICK CLOSING VALVES. SEE DETAIL 2/P-501

FOR SCHEDULE.

E. PROVIDE THERMOSTATIC MIXING VALVE AT

EACH LAVATORY. SET TEMPERATURE AT 110oF.

F. SANITARY PIPING ARE BELOW THE FLOOR

UNLESS OTHERWISE NOTED.

N O

R T

H

0 4 8 16

N O

R T

H

0 4 8 16

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

ENLARGED TOILETS 33,34 DOMESTIC WATER PLAN

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

ENLARGED TOILETS 33,34 DRAIN, WASTE, AND VENT PLAN N

O

R T

H

0 4 8 16

N O

R T

H

0 4 8 16

1 3" UNDERGROUND DOMESTIC WATER SERVICE

LINE. REFER TO CS101 FOR CONTINUATION.

2 PROVIDE DIGITAL MASTER THERMOSTATIC

MIXING VALVE STATION. SEE DETAIL 4/P-502.

3 PROVIDE HEATED HOT BOX, FIBERGLASS

FLIPTOP ENCLOSURE FOR BACKFLOW

PREVENTERS. SEE DETAIL 1/P-502.

4 2" VENT PIPE UP TO VTR. SEE DETAIL 8/P-501.

5 1" IRRIGATION PIPE DO NOT TAP. LABEL PIPE

"IRRIGATION PIPE " EVERY 20'-0".

6 4" OVERFLOW STORM PIPE DOWN TO

DOWNSPOUT NOZZLE. SEE DETAIL 10/P-501.

7 1/2'' DCW DOWN TO TRAP PRIMER ASSEMBLY

AND TO FLOOR DRAIN TO CONNECT ABOVE

P-TRAP(S).

8 DCW PIPING BELOW FLOOR.

9 FOR MECHANICAL EQUIPMENT SCHEDULES

SHOWING IN THIS ROOM SEE MECHANICAL

DRAWINGS.

10 DCW PIPING BELOW GRADE.

11 8" STORM PIPE DOWN TO THE UNDERGROUND.

12 PROVIDE WATER METER FOR THE INCOMING

DOMESTIC WATER SERVICE.

13 PROVIDE WATER METER FOR THE IRRIGATION

WATER SYSTEM.

INSTALL PER PDI STANDARDS AND

MANUFACTURER'S INSTRUCTIONS.

PROVIDE WHA AT ALL QUICK

CLOSING VALVES.

IF BRANCH IS GREATER THAN

20' LONG, PROVIDE ANOTHER

WHA IN MIDDLE, EACH SIZED

FOR HALF THE FIXTURE UNITS

IF HORIZONTAL BRANCH IS LESS

THAN 20' LONG, PROVIDE ONE

WHA AT END OF LINE

HOT OR COLD WATER SUPPLY

WATER HAMMER

ARRESTER (TYP)

WHA-A

WHA-B

WHA-C

WHA-D

WHA-E

WHA-F

1/2"

3/4"

1"

1-1/4"

1-1/2"

2"

1-11

12-32

33-60

61-113

114-154

154-330 FIXTURE WITH QUICK

CLOSING VALVE (TYP)

PDI

SIZE

PIPE

SIZE

FIXTURE

UNIT LOAD

ACCESSIBLE

MAINTENANCE

SHUTOFF (TYP)

NOM. SIZE (IN.)

PIPE (FT.)

TUBING (FT.)

5 FT

THRU 3/4

1 1 1/4

1 1/2

HANGER ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR

LOW TEMPERATURE

PIPE)

PROVIDE HIGH

COMPRESSIVE

STRENGTH

INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD AT

HANGER

WELD

SADDLE

ADJUSTABLE CLEVIS HANGER TYPE 1 - SEE

SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE

SPECIFICATIONS

1/2" DIA. HANGER RODS WITH 36"

MAX. SPACING ON EACH CHANNEL

BAND

1-5/8" 12 GAUGE CHANNEL

OR 2" x 2" x 1/4" ANGLE

NOTES:

SEE SPECIFICATIONS FOR

DETAILED HANGER

REQUIREMENTS. SIDE VIEW TRAPEZE HANGER

FOR UP TO 1000 LB. UNIFORM

LOAD

1" MAX.

PROVIDE INSULATION SHIELD &

INSERT FOR ALL PIPING (8" MIN.)

2 2 1/2 3 4 5 6 8 10 12

11 12 14 16 17 19 22 23

9 10 12 13 14 16 - -

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE

MAXIMUM PIPE/TUBING SUPPORT SPACING

FAUCET SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

TRAP PARALLEL TO WALL

FINISHED

FLOOR

ESCUTCHEON

LOOSE

KEY STOP

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E

R C

H

IT

E C

T U

R A

L D

R A

W

IN

G S 1

/4

8"

WALL MOUNTED

THERMOSTATIC

MIXING VALVE

3/8" FLEX TO FAUCET

OFFSET WASTE

J-BOX WITH TRANSFORMER OR

PLUG-IN ON DUPLEX RECEPTACLE

FINISHED FLOOR

FINISHED WALL

SOLENOID OPERATED

FLUSH VALVE

BACK CHECK

ANGLE STOP

SEE INTERIOR

ELEVATIONS FOR

GRAB BARS IF

APPLICABLE

TRANSFORMER IN

JUNCTION BOX

MOUNT ELECTRONIC

SENSOR IN 12"x16"

PANEL

12"x16" STAINLESS STEEL

ACCESS DOOR WITH

OPERATED CYLINDER

LOCK

FOR FIXTURE

HEIGHTS SEE

PLUMBING

SPECIFICATIONS

FROM COLD

WATER MAIN

TRAP PRIMER

VALVE LOCATED

INSIDE WALL CAVITY

PROVIDE LOCKABLE

ACCES PANEL

12"x18", 6' AFF

DISTRIBUTION UNIT FOR

MULITPLE INSTALLATIONS

WALL

VENT PIPING

LOCATED IN WALL

FINISHED FLOOR

COPPER PIPING PASSING THRU

CONCRETE SLAB SHALL BE PROTECTED

BY A PROTECTIVE SHEATING OR

WRAPPING TO PREVENT CORROSION

TO THE COPPER

PROVIDE TRAP PRIMER

CONNECTION ADAPTER SO

THAT TRAP PRIMER LINES

CAN BE ROUTED BELOW

SLAB OR IN FLOOR BELOW

CEILING SPACE FROM

VALVE TO DRAIN

FLOOR DRAIN OR FLOOR SINK

SEE FLOOR PLANS FOR

DRAIN LOCATIONS

WASTE PIPE

TO MAIN

JUCTION-BOX FOR TRANSFORMER

CODE ALLOWED DISTANCE

NO MORE THAN

MAIN ISOLATION VALVE

VALVE AS CLOSE TO TEE AS POSSIBLE

VALVE AS CLOSE TO MAIN AS POSSIBLE

BRANCH PIPING TO ZONE

BRANCH ISOLATION VALVE

VALVE AS CLOSE TO MAIN AS POSSIBLE

BRANCH PIPING TO ZONE

ORIENT VALVE TO ALLOW FOR FULL

MOVEMENT OF HAND (TYP)

BRANCH ISOLATION VALVE

ISOLATION VALVE, TYPICAL

BRANCH PIPING TO ZONE

VALVE AS CLOSE TO ELBOW AS POSSIBLE

ELBOW IF REQUIRED DUE TO SPACE

RESTRICTIONS

ELBOW AS CLOSE TO MAIN AS POSSIBLE

MAIN PIPE

NOTE:

1. DISTANCE FROM MAIN TO THE VALVE SHALL BE NO GREATER THAN TWO PIPE

DIAMETERS FROM THE BRANCH, RISER, OR MAIN THAT IT IS CONNECTED TO, OR AS

CLOSE AS POSSIBLE IF SPACE LIMITATIONS OR FITTING CONFIGURATION DOES NOT

ALLOW FOR TWO PIPE DIAMETERS. COR TO BE NOTIFIED PRIOR TO INSTALLATION.

2. COR APPROVAL REQUIRED FOR INSTALLATION TYPE 3 WITH ELBOW BEFORE VALVE.

PLUMBING VENT STACK

SEALANT

DRAWBAND

INSTALL SEALANT

BETWEEN PIPE AND

PREFABRICATED

MEMBRANE FLASHING

PREFABRICATED

MEMBRANE FLASHING

SEALANT (IF REQUIRED

BY THE SPECIFIC

SYSTEM)

ROOF MEMBRANE

THERMAL

INSULATION

ROOF STRUCTURE

NOTES:

1. VENT STACKS AND OTHER PIPES SHALL HAVE A MINIMUM OF 12 INCHES OF

CLEARANCE ON ALL SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO

FACILITATE PROPER FLASHING.

EYE / FACE WASH HEAD

ASSEMBLY

STAY OPEN BALL VALVE

WITH PUSH PLATE

FINISHED FLOOR

WALL

CONNECT TO DRAIN PIPE IN

WALL

POWDER COATED CAST

ALUMINUM WALL BRACKET

GRADE

SPLASH BLOCK

HEIGHT LOCATION

FROM FINISHED GRADE

DOWNSPOUT NOZZLE

NOTE:

SEE ARCHITECTIRAL DRAWINGS FOR WALL TYPES.

PIPE SUPPORT

VENT

LINE

CLEANOUT

FOR VENT

APPROX.

8" AFF

VENT RISE ABOVE

BOTTOM OF FIXTURE

BOTTOM OF

FIXTURE

LOW POINT OF VENT

CONNECTS TO DRAIN

DOWNSTREAM OF

FIXTURE DRAIN

FLOOD LEVEL

RIM

FLOOR

COORDINATE TYPE, STYLE, & LOCATION

OF CLEANOUT WITH ARCHITECTURAL.

A

.F .F

FLOOR

ACCESS COVER

AND FRAME

FINISHED WALL

SURFACE

ROUTE WASTE PIPING AS

INDICATED ON

DRAWINGS

FAUCET SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

TRAP PARALLEL TO WALL

FINISHED

FLOOR

ESCUTCHEON

LOOSE

KEY STOP

F O

R F

IX

T

U R

E H

E

IG

H T

S S

R C

H

IT

E C

T U

R A

L D

R A

W

IN

G S 1

/4

8"

WALL MOUNTED

THERMOSTATIC

MIXING VALVE

3/8" FLEX TO FAUCET

OFFSET WASTE

SEE ARCHITECTURAL

AND INTERIORS SHEETS

FOR COUNTERTOP

DETAILS

J-BOX WITH TRANSFORMER OR

PLUG-IN ON DUPLEX RECEPTACLE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-501

PLUMBING DETAILS

6 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Scale: No Scale

WATER HAMMER ARRESTOR DETAIL

Scale: No Scale

PIPE HANGER DETAIL

Scale: No Scale

LAVATORY WALL HUNG - SENSOR OPERATED FAUCET DETAIL

Scale: No Scale

WATER CLOSET WALL HUNG - SENSOR OPERATED DETAIL

Scale: No Scale

FLOOR DRAIN & TRAP PRIMER DETAIL

Scale: No Scale

ISOLATION VALVE LOCATION DETAIL

Scale: No Scale

ROOF VENT DETAIL

Scale: No Scale

P-708 - EMERGENCY EYE / FACE WASH DETAIL

Scale: No Scale

DOWNSPOUT NOZZLE DETAIL

Scale: No Scale

ISLAND VENT DETAIL

Scale: No Scale

WALL CLEANOUT DETAIL

Scale: No Scale

LAVATORY COUNTER MOUNTED

- SENSOR OPERATED DETAIL

ELECTRONIC CONTROL130°F OUT TO BLDG 124°F HOT WATER RETURN

TEST PORT/PURGE VALVE

SOLENOID VALVE

HW RETURN TO COLD WATER

FEED OF HOT WATER SOURCE

COLD WATER INLETHOT WATER INLET

SOLENOID (NC)

SOLENOID (NO)

NORMALLY CLOSED

CONNECTED TO BAS

NOTES:

1. VALVE TO REMAIN CLOSED DURING NORMAL OPERATION.

2. VALVE TO BE OPENED DURING THERMAL ERADICATION.

3. VALVE TO BE CLOSED DURING THERMAL ERADICATION.

4. ALARM TO BE SENT TO BAS WHEN TEMPERATURE FALLS

BELOW 124°F OR ABOVE 130°F.

1 2

FROM BUILDING

HIGH - LOW

THERMOSTATI C MI XER

ASSE 1017 Compliant

PART NO.

SET TEMP.

DATE CODE

RANGE

TEMP.

130°F

°F

" PLAN

WALL

REDUCED PRESSURE

PRINCIPLE BACKFLOW

PREVENTER WITH GATE

VALVES (TYP OF 2)

AIR GAP

FITTING (TYP)

WATER LINE

FROM METER

DRAIN PIPE TO

BE 2X LINE SIZE.

ROUTE TO

EXTERIOR OF

ENCLOSURE

(TYP.)

PIPE SUPPORT

12" MIN.

ELEVATION

M A

X

COLD WATER TO

SYSTEM

WATER PRESSURE

REDUCING VALVE

PRESSURE GAUGE

HEATED FIBERGLASS

ENCLOSURE

CONCRETE PAD

(ADJ.) (MINIMUM)

HOT WATER

RETURN PIPING

WYE STRAINER

THERMOSTATIC

SELF-ACTUATING

BALANCING VALVE

BALL VALVE (TYP OF TWO)

HOT WATER

RETURN PIPING

NOTE:

1. BALANCING VALVE SHALL RESTRICT FLOW AT 125°F (51.7°C) (ADJ.) WITH A HIGH-TEMPERATURE BYPASS ACTUATING AT 160°F (71.0°C).

2. THERMOMETER SHALL HAVE MINIMUM RANGE OF 60°F TO 180°F.

IN-LINE

THERMOMETER

APPROXIMATELY 10"

TYP. PIPE SUPPORTS

(SEE SPECIFICATIONS)

TYPICAL PRESSURE GAUGE

AND GAUGE COCK

HOT WATER CIRCULATION

LINE TO WATER HEATING

SYSTEM

HOT WATER CIRCULATION PUMP.

SEE EQUIPMENT SCHEDULE

(PUMP MOTORS SHALL BE INSTALLED

SO THAT MOTOR IS IN A HORIZONTAL

POSITION)

1/2" FLEXIBLE ELECTRICAL CONDUIT

FROM AQUASTAT TO PUMP BY

ELECTRICAL CONTRACTOR

AQUASTAT TO OPERATE HOT WATER

CIRCULATION PUMP FURNISHED AND

INSTALLED BY PLUMBING CONTRACTOR.

THERMOMETER

TO POWER SOURCE. SEE

'E' SERIES DRAWINGS.

TYPICAL SHUT-OFF VALVE

CHECK VALVE

TYPICAL DIELECTRIC UNION

CIRCUIT SETTER

HOT WATER CIRCULATION LINE

FROM BUILDING SYSTEM

DOME STRAINER

ROOF MEMBRANE

RIGID INSULATION

SUMP RECEIVER

DRAIN BODY

TAPERED INSULATION

METAL ROOF DECK

(SEE STRUCTURAL PLANS)

UNDERDECK CLAMP

STORM CONDUCTOR

RIGID INSULATION

ROOF MEMBRANE

DOME STAINER ROOF DRAIN

SUMP RECEIVER

APPLY FOAM CELL, WRAP AROUND TYPE

INSULATION TO UNDERSIDE OF ROOF DRAIN

STORM CONDUCTOR

METAL ROOF DECK

(SEE STRUCTURAL PLANS)

TAPERED INSULATION

ROOF MEMBRANE

RIGID INSULATION

2" WATER DAM COLLAR

DOME STRAINER

OVERFLOW ROOF DRAIN

15' 27' 15'

1'-6" 3'-0" 1'-6"

2"

"A"

"A"

TEES, PLUGS & HYDRANTS

PIPE DIA.

INCHES

"A"

FEET

BEARING AREA

SQUARE FEET

ELBOWS

PIPE DIA.

INCHES

"A"

FEET

BEARING AREA (SQUARE FEET)

90° 45° 22-1/2° 11-1/4°

1.5 2.0 2.0 2.5 3.0 3.0 3.0 3.0

2.1 4.1 6.8 10.1 14.1 24.2 30.0 36.8

1.1 2.2 3.7 5.5 7.6 13.0 16.3 19.9

0.6 1.1 1.9 2.8 3.9 6.7 8.3 10.1

0.3 0.6 0.9 1.4 2.0 3.3 4.2 5.1

1.5 2.9 4.8 7.1 10.0 17.1 21.0 26.0

2.0 2.0 2.5 2.5 3.0 3.0 3.5 4.0

TEES, PLUGS & HYDRANTS ELBOWS

1. THRUST BLOCK SHALL BE FC'=2500 PSI @ 28 DAYS (SEE SPECIFICATIONS).

2. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH.

3. BOLTS, FITTING, & JOINTS SHALL BE KEPT CLEAR OF CONCRETE.

4. A BEARING CAPACITY OF 2000# PER FOOT WAS USED IN DETERMINING THE MINIMUM

"BEARING AREAS" IN THE ABOVE TABLES.

5. THE CROSS SECTION OF THE THRUST BLOCKS SHALL BE SQUARE.

SLEEVE & SLEEVE SEAL

MECHANICAL ROOM FLOOR

RUN PIPING

BELOW GRADE

BEAM OR

FOOTER

DOMESTIC

WATER BELOW

GRADE

EXTERIOR WALL

GRADE

THRUST BLOCK (SEE

THRUST BLOCK DETAIL

6/P-502 FOR SIZING)

BALL VALVE (TYP)

CHECK VALVE (TYP)

DIELECTRIC UNION (TYP)

EXPANSION TANK, SUPPORT

PER MANUFACTURERS

RECOMMENDATION

A.S.M.E TEMPERATURE &

PRESSURE RELEASE

VALVE (TYP)

4" CONCRETE PAD

FLOOR

AQUASTAT PUMP

CONTROLLER

STRAINER

COLD WATER SUPPLY

HOT WATER RETURN

DRAIN VALVE (TYP)

ROUTE DRAINLINE TO

FLOOR DRAIN (TYP)

ELECTRIC TANK TYPE DOMESTIC

WATER HEATER (TYP)

ROUTE DRAINLINE TO

FLOOR DRAIN (TYP)

THERMOSTATIC MIXING VALVE

THERMOMETER

HOT WATER SUPPLY

HOT WATER RECIRCULATION PUMP

NOTE:

DOMESTIC WATER HEATER OUTPUT TEMPERATURE SHALL BE SET TO 140°F. THERMOSTATIC MIXING VALVE SHALL BE SET TO 130°F.

AQUASTAT CONTROLLER FOR RECIRCULATION PUMP SHALL BE CONFIGURED TO TURN PUMP ON AT 115°F AND OFF AT 125°F.

NORMALLY CLOSED HOT WATER BYPASS

NOTE: BASIS OF DESIGN IS ELKAY LZWS-LRPBM28K OR EQUAL.

SANITARY WASTE

1/2" DHW FROM SINK SUPPLY

SINK

5/8" DRAIN

HOSE

DISHWASHER

INLINE SHUTOFF

P-TRAP

AIR GAP

Scale: No Scale

BI-LEVEL DRINKING FOUNTAIN WITH INTEGRAL BOTTLE

FILLER DETAIL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:3

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-502

PLUMBING DETAILS

7 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Scale: No Scale

BACKFLOW PREVENTERS PIPING DIAGRAM

Scale: No Scale

MASTER DIGITAL THERMOSTATIC MIXING VALVE DETAIL

Scale: No Scale

THERMAL BALANCING VALVE DETAIL

Scale: No Scale

HOT WATER RECIRCULATION PUMP DETAIL

Scale: No Scale

ROOF DRAIN / OVERFLOW DRAIN DETAIL

Scale: No Scale

THRUST BLOCK DETAIL

Scale: No Scale

DOMESTIC WATER SERVICE ENTRANCE DETAIL

Scale: No Scale

ELECTRIC DOMESTIC WATER HEATER DETAIL

Scale: No Scale

DISHWASHER DETAIL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:4

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-601

PLUMBING SCHEDULES

8 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

* - PRIVATE FIXTURESPLUMBING LOAD SUMMARY

MARK DESCRIPTION QUANTITY DFU EACH DFU

CW WSFU

EACH

CW WSFU

HW WSFU

EACH HW WSFU

TOTAL WSFU

EACH TOTAL WSFU

P-103 WATER CLOSET, FLUSH VALVE, WALL MOUNT, PUBLIC 4 4 16 10 40 0 0 10 40

P-106T TRAINING WATER CLOSET, TANK, PRIVATE 1 0 0 0 0 0 0 0 0

P-302T TRAINING BATHTUB, DETACHABLE HOSE SPRAY, PRIVATE 1 0 0 0 0 0 0 0 0

P-413T TRAINING LAVATORY, COUNTER MOUNT, WRIST BLADES, PRIVATE 1 0 0 0 0 0 0 0 0

P-418 LAVATORY, WALL MOUNT, SENSOR, PUBLIC 1 1 1 1.5 1.5 1.5 1.5 2 2

P-420 LAVATORY, COUNTER MOUNT, SENSOR, PUBLIC 4 1 4 1.5 6 1.5 6 2 8

P-432 LAVATORY, INTEGRAL, SENSOR, PUBLIC 4 1 4 1.5 6 1.5 6 2 8

P-502 SERVICE SINK, TERRAZO MOP 1 2 2 3 3 3 3 4 4

P-524 SINK, COUNTER MOUNT, DOUBLE COMPARTMENT 1 3 3 1.5 1.5 1.5 1.5 2 2

P-528 SINK, COUNTER MOUNT, SINGLE COMPARTMENT 1 3 3 1.5 1.5 1.5 1.5 2 2

P-608 ELECTRIC WATER COOLER, HI-LO, BOTTLE FILLER 1 4 0.5 10 0.25 0 0 10 0.25

20 33.5 59.75 19.5 66.25

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION QUANTITY WASTE PIPE VENT PIPE

COLD

WATER HOT WATER

WRIST BLADE

HANDLES ELECTRIC SENSOR REMARKS

3" ODSN OVERFLOW DOWNSPOUT NOZZLE 1 - - - - - - -

4" ODSN OVERFLOW DOWNSPOUT NOZZLE 3 - - - - - - -

6" ODSN OVERFLOW DOWNSPOUT NOZZLE 3 - - - - - - -

FD-C FLOOR DRAIN, SQUARE, 2" OUTLET 1 2" 2" - - - - -

FD-D FLOOR DRAIN, ROUND, 3" OUTLET 1 3" 2" - - - - -

FD-E FLOOR DRAIN, ROUND, 4" OUTLET 3 4" 2" - - - - -

OD-1 OVERFLOW ROOF DRAIN 7 - - - - - - -

P-103 WATER CLOSET, FLUSH VALVE, WALL MOUNT, PUBLIC 4 4" 2" 1" - - YES -

P-106T TRAINING WATER CLOSET, TANK, PRIVATE 1 - - - - - NO TRAINING WATER CLOSET, NO SUPPLY

P-302T TRAINING BATHTUB, DETACHABLE HOSE SPRAY, PRIVATE 1 - - - - - NO TRAINING BATHTUB, NO SUPPLY

P-413T TRAINING LAVATORY, COUNTER MOUNT, WRIST BLADES, PRIVATE 1 - - - - YES NO TRAINING LAVATORY, NO SUPPLY

P-418 LAVATORY, WALL MOUNT, SENSOR, PUBLIC 1 1 1/2" 1 1/2" 3/8" 3/8" NO YES -

P-420 LAVATORY, COUNTER MOUNT, SENSOR, PUBLIC 4 1 1/2" 1 1/2" 3/8" 3/8" NO YES -

P-432 LAVATORY, INTEGRAL, SENSOR, PUBLIC 4 1 1/2" 1 1/2" 3/8" 3/8" NO YES -

P-502 SERVICE SINK, TERRAZO MOP 1 3" 1 1/2" 1/2" 1/2" NO NO -

P-524 SINK, COUNTER MOUNT, DOUBLE COMPARTMENT 1 1 1/2" 1 1/2" 3/8" 3/8" NO YES -

P-528 SINK, COUNTER MOUNT, SINGLE COMPARTMENT 1 1 1/2" 1 1/2" 3/8" 3/8" NO YES -

P-608 ELECTRIC WATER COOLER, HI-LO, BOTTLE FILLER 1 1 1/2" 1 1/2" 3/8" - - YES -

P-708 EMERGENCY EYE AND FACE WASH, WALL MOUNT 1 1 1/2" 1 1/2" 3/4" 3/4" - - -

P-802 HOSE BIBB 5 - - - - - - -

P-811 ICE MAKER SUPPLY BOX 2 - - 1/2" - - - -

RD-1 PRIMARY ROOF DRAIN 7 - - - - - - -

TP-2 TRAP PRIMER MULTIPLE 2 - - 1/2" - - - -

PLUMBING BACKFLOW PREVENTER SCHEDULE

MARK LOCATION SYSTEM TYPE FLOW

INLET

PRESSURE SIZE REMARKS

121-BF-1 HOT BOX OUTSIDE THE

BUILDING

DOMESTIC COLD WATER REDUCED PRESSURE

PRINCIPLE

70.0 GPM 60.00 psi 3" ---

121-BF-2 HOT BOX OUTSIDE THE

BUILDING

DOMESTIC COLD WATER REDUCED PRESSURE

PRINCIPLE

70.0 GPM 60.00 psi 3" ---

121-BF-3 FIRE RISER ROOM 21 COLD WATER IRRIGATION REDUCED PRESSURE

PRINCIPLE

22.0 GPM 10.00 psi 1" ---

PLUMBING MIXING VALVE SCHEDULE

MARK LOCATION TYPE OUTLET PIPE SIZE FLOW INLET TEMP OUTLET TEMP

ELECTRICAL

REMARKSVOLT PHASE

121-MTMV-1 MECHANICAL ROOM 23 DIGITAL 2" 50.0 GPM 140 °F 130 °F 120 1 1

PLUMBING RECIRCULATION PUMP SCHEDULE

MARK LOCATION SYSTEM TYPE

PERFORMANCE

MIN % EFF

SPEED

CONTROL

ELECTRICAL

REMARKSFLOW HEAD FT TEMPERATURE HP PHASE VOLTAGE

121-RP-1 MECHANICAL ROOM 23 HOT WATER RETURN CARTRIDGE 5.0 GPM 8.5 140 °F 70 CONSTANT 1/25 1 115 ---

PLUMBING EXPANSION TANK SCHEDULE

MARK LOCATION TYPE

APPROX.

SYSTEM

VOLUME MIN TEMP MAX TEMP

INITIAL

PRESSURE IN

TANK

MAX

OPERATING

PRESSURE

MIN VOLUME

TANK

MAX

ACCEPTANCE

FACTOR

MIN BLADDER

VOLUME REMARKS

121-DET-1 MECHANICAL ROOM 23 DIAPHRAGM 34.0 gal 45 °F 140 °F 70 psi 125 psi 1.3 gal 2.50 0.5 gal ---

NOTES:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

TOTAL

PLUMBING ELECTRIC WATER HEATER SCHEDULE

MARK LOCATION TANK VOLUME

INLET WATER

TEMP

OUTLET

WATER TEMP

RECOVERY

GPH @70F

RISE

ELECTRICAL

WEIGHT (LBS) REMARKSPOWER KW VOLLTAGE PHASE

121-DWH-1 MECHANICAL 23 30 GAL 60 °F 140 °F 140 24 208 1 218 1

121-DWH-2 MECHANICAL 23 30 GAL 60 °F 140 °F 140 24 208 1 218 1

NOTES:

1. BASIS OF DESIGN IS LEONARD NUCLEAR MODEL NV-150-LF OR EQUAL.

P-103

P-420

P-420

P-103

P-420

P-432

P-103

P-420

P-418

P-708

P-502

P-528

P-432

P-432

FD-E

FD-E

FD-E

P-103

FD-D

FD-C

P-524

3" VTR

3" VTR

3" VTR

4" SAN 3

V

6" SAN

V

2" V

/2

V

2" S

AN

2" S

AN

CO

CO

1 1/2" V

2" SAN

/2

V

/2

V

2" S

AN

4" SAN

2" S

AN

4" S

AN

4" S

AN

4" SAN

/2

V

V 2

V

/2

V

2" V3

V 2" V

4" SAN

4" SAN

4" SAN

1 1/2" V

/2

V

/2

V

2" V

V

4" SAN

2" S

AN

3" SAN

2" SAN

2" S

AN

4" SAN

2" V

V

/2

V

2" V

4" SAN

6" SAN

S A

N

2" SAN

V

2" V

2" V

4" SAN

4" SAN

2" SAN

V

V P-302T

P-106T

P-413T

P-608

/2

V

/2

V

2" S

AN

/2

V

4" SAN

2"

2" S

AN

2"

4" WCO

4" WCO

4" WCO

P-432

P-811

P-811

2" V

2" V

2" V 2" V

4" WCO

2" 4"

2" S

AN

1 1/2" V

2" V

/2

V

DISHWASHER

AIR GAP

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:4

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-901

SANITARY PIPE RISERS

9 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Scale: No Scale

SANITARY PIPE RISERS

SEE CIVIL DRAWINGS FOR CONTINUATION

SEE CIVIL DRAWINGS FOR CONTINUATION

WATER PRESSURE REDUCING VALVE

HOT BOX

P-103

P-420

P-420

P-103

P-420

P-432

P-103

P-420

P-418

P-708

P-502

P-528

P-432

P-432

FD-E

FD-E

FD-E

P-103

FD-D

FD-C

121-MTMV-1

P-524

121-BF-2

121-BF-1

121-RP-1

WHA-A

WHA-A

/2

D

H W

/2

D

C W

3/4" DCW3/4" DHW

1/2" DHW

R

/2

D

H W

/2

D

C W

1" D

HW

1/2" DHW

D C

W

D C

W

1/2" DCW

1" D

HW

1/2" DHW

1/2" DCW

1" D

HW

1 1/2" D

CW

1/2" D

HW

R

1 1/2" D

CW

1 1/2" D

CW

1 1/4" D

CW

1 1/4" DCW1" DHW

1/2" DHW

R

/2

D

H W

D C

W

/2

D

C W

1 1/4" D

CW

1/2" D

HW

R

D C

W

1/2" D

HW

1/2" D

HW

R

1 1/4" D

CW

/2

/2

3/4" D

CW

3/4" DHW

/2

" 1/2" D

HW

1/2" D

HW

R

/4

1/2" DHW

R

2" DCW

1 1/4" DHW

/4

1 1/2" DCW

3/4" DHW

SEE CIVIL DRAWINGS FOR CONTINUATION

P-802

P-802

P-802

P-802

3/4" DCW

1" D

CW

3/4" DCW

3/4" D

CW

3/4" DCW

3/4" DCW

3/4" DCW

P-802

3/4" DCW

3/4" DCW

/2

D

C W

1/2"

1/2" D

CW

TP-2

TP-2

P-302T

P-106T

P-413T

P-608

3/4" D

HW1 1/4" D

CW

/2

D

C W

/2

D

C W

/2

D

H W

1" DCW

1 1/4" DCW

/2

D

C W

/2

D

H W

/2

D

C W

1/2" D

HW

R

3"

1" D

CW

/4

D

C W

3" DCW

121-BF-3

3"

3/4"

/2

D

C W

/2

D

H

W3/4" DCW

WHA-A

/2

D

H W

3/4" D

CW

1 1/4" DCW

3/4" DHW

1/2" DHW

R

1" DHW

1 1/4" DHW

3/4" DCW

1/2" DHW

R

2" DCW

1/2" DCW

3/4" DCW

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

WHA-A

P-432

/2

D

C W

/2

D

H W

WHA-A

P-811

P-811 /2

D

C W

3/4" DCW

/2

121-DWH-2

121-DWH-1

121-DET-1

1/2" D

HW

DISHWASHER

WATER METER FOR INCOMING DOMESTIC WATER SERVICE

WATER METER FOR IRRIGATION SYSTEM

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:4

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-902

DOMESTIC WATER PIPE RISERS

10 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Scale: No Scale

DOMESTIC WATER AND NATURAL GAS RISERS

M

M

SEE CIVIL DRAWINGS FOR CONTINUATION RD-1

OD-1

RD-1

OD-1

RD-1

OD-1

RD-1

OD-1

RD-1

OD-1

RD-1

OD-1

RD-1

OD-1

6" ODSN

6" ODSN

6" ODSN

4" ODSN

4" ODSN

3" ODSN

4" SD

1/8" / 12"

1/8" / 12"

1/8" / 12"

1/8" / 12"

1/8" / 12"

1/8" / 12"

6" O

SD

S D

6" S D

3" S D

3" OSD

S D

O S

D

6" SD

4" O

SD

4" O

SD

3" OSD

O S

D

O S

D

O S

D

O S

D

O S

D

4" ODSN

1/8" / 12"

1/8" / 12"

1/8" / 12"

/8

6" OSD

CO

1/8" / 12" 1/8" /

12"

S D

4" S D

6" SD

6" SD

S D

6" SD

6" SD

1/8" / 12"

1/8" / 12"

1/8" / 12"

1/8" / 12"

1/8" / 12"8" SD

1/8" / 12"

/8

4" SD

S D

1/8" / 12"

3" S D

6" SD

3" OSD

1/8" /

12"

6" O

SD

1/8" / 12"

A

2389 SQ. FT

B

2375 SQ. FT

C

2725 SQ. FT

D

2838 SQ. FT

E

2722 SQ. FT

F

1001 SQ. FT

G

143 SQ. FT

ROOF DRAIN SIZING CALCULATION

DESIGN CONDITIONS:

HOUSTON, TX

4.27 INCHES OF RAINFALL PER HOUR

BUILDING DIMENSIONS:

LENGHT = 155 FT

WIDHT = 91 FT

PARAPET WALL = 2'-0"

PARAPET 2 WALL = 3'-4"

HIGH ROOF PARAPET WALL = 2'-0"

HORIZONTAL DRAIN CAPACITY - IPC 2021 TABLE 1106.2.1:

3"ø @ 4.27"/HR = 55 GPM(1239 FT2) AT 1/8" PER FOOT SLOPE 4"ø @ 4.27"/HR = 115 GPM(2590 FT2) AT 1/8" PER FOOT SLOPE 6"ø @ 4.27"/HR = 344 GPM(7746 FT2) AT 1/8" PER FOOT SLOPE 8"ø @ 4.27"/HR = 714 GPM(16078 FT2) AT 1/8" PER FOOT SLOPE

VERTICAL LEADER CAPACITY - IPC 2021 TABLE 1106.2.1:

3"ø @ 4.27"/HR = 87 GPM(1959 FT2) 4"ø @ 4.27"/HR = 180 GPM(4053 FT2) 6"ø @ 4.27"/HR = 538 GPM(12115 FT2)

AREA A + 50% PARAPET WALL = 110.5 GPM(2489 FT2)

AREA B + 50% PARAPET WALL = 107.8 GPM(2427 FT2)

AREA C + 50% PARAPET WALL = 125.9 GPM(2836 FT2)

AREA D + 50% PARAPET WALL = 130.9 GPM(2947 FT2)

AREA E + 50% PARAPET WALL = 123.5 GPM(2782 FT2)

AREA F + 50% PARAPET WALL = 50.6 GPM(1140 FT2)

AREA G + 50% PARAPET WALL = 11.6 GPM(261 FT2)

LEADER 1 (AREA A) (110.5 GPM(2489 FT2)) = 4" PIPE

LEADER 2 (AREA B) (107.8 GPM(2427 FT2)) = 4" PIPE

LEADER 3 (AREA C) (125.9 GPM(2836 FT2)) = 6" PIPE

LEADER 4 (AREA F) (50.6 GPM(1140 FT2)) = 3" PIPE

LEADER 5 (AREA G) (11.6 GPM(261 FT2)) = 3" PIPE

LEADER 6 (AREA E) (123.5 GPM(2782 FT2)) = 6" PIPE

LEADER 7 (AREA D) (130.9 GPM(2947 FT2)) = 6" PIPE

LEADER 8 (AREA F + AREA G + AREA E + AREA D) (316.6

GPM(7130FT2)) = 6" PIPE

LEADER 9 (AREA A + AREA B + AREA C) (344.3 GPM(7752 FT2)) = 8"

PIPE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

ACG Project Number

/2

/2

:2

:4

A

M C

R e v it p ro je c ts

\M

-0

-B

C L

C V

A -B

L D

G tb u d a i.

rv t

P-903

STORM PIPE RISERS

11 11TB

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

580-324

SPG

22-021

Scale: No Scale

STORM PIPE RISERS

Scale: No Scale

ROOF AREA PLAN

Scale: No Scale

ROOF DRAIN SIZING CALCULATION

LEADER 3

125.9 GPM

LEADER 4

50.6 GPM

LEADER 5

11.6 GPM

LEADER 6

123.5 GPM

LEADER 7

130.9 GPM

LEADER 1

110.5 GPM

LEADER 2

107.8 GPM

LEADER 9

344.3 GPM

LEADER 8

316.6 GPM