NOVA VOLUME 2-Plumbing_2013_0930.pdf

PLUMBING ABBREVIATIONS

A/E ARCHITECT / ENGINEER

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AG AIR GAP

AP ACCESS PANEL

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

BFP REDUCED PRESSURE BACKFLOW PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

CD CANOPY DRAIN

CGA COMPRESSED GAS ASSOCIATION

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

CTE CONNECT TO EXISTING

CV CONTROL VALVE

CW COLD WATER

DI DEIONIZED WATER

DN DOWN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EX EXISTING

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

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

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GAS TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HW HOT WATER

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HYD HYDRANT

IR IRRIGATION

I.E. INVERT ELEVATION

IW INDIRECT WATER

IWH INSTANANEOUS WATER HEATER

L/S LITERS PER SECOND

LAV LAVATORY

LNG LIQUID NATURAL GAS

LW LOW WATER

M METER

MAV MANUAL AIR VENT

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MSB MOP SERVICE BASIN

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NOT POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OVFL OVERFLOW

PD PRESSURE DROP OR DIFFERENCE

PG PRESSURE GAUGE

PP PLUMBING PUMP

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SQFT SQUARE FEET

SS STAINLESS

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VB VACUUM BREAKER

VCO VACUMM CLEANER OUTLET

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WG WATER GAUGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

YCO YARD CLEANOUT

YH YARD HYDRANT

PLUMBING LEGEND

WASTE AND TRAP

SANITARY DRAINAGE ABOVE GROUND

STORM DRAINAGE UNDER GROUND

STORM DRAINAGE ABOVE GROUND

SANITARY DRAINAGE UNDER GROUND

RL

RL

COLD WATER PIPING

VENT PIPING

HOT WATER PIPING

HOT WATER RETURN PIPING

BRANCH OFF TOP OF MAIN

ELBOW UP

ELBOW DOWN

FCO

FLOOR CLEANOUT

LINE CLEAN OUT

VENT PIPING UNDER GROUND

COLD WATER PIPING UNDER GROUND

BRANCH OFF BOTTOM

OF MAIN

REDUCER

SHUTOFF VALVE

GATE VALVE

PRESSURE REDUCING VALVE

FLOOR DRAIN - A, B

CO

UNION

PLUMBING NOTES:

1. THE PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE

BASE BUILDING SPECIFICATION AND IBC AND NATIONAL STANDARD PLUMBING

CODE. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A

GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL

APPLY.

2. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE

PROCEEDING WITH THE INSTALLATION.

3. NO CHANGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTEN

PERMISSION BY THE ARCHITECT OR ENGINEER.

4. NO PIPING SHALL RUN EXPOSED IN FINISHED AREAS.

5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

NECESSARY PERMITS AND FOR PAYING RELATED FEES.

6. ROUGHING DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH THE

GENERAL CONTRACTOR.

7. PROVIDE DIELECTRIC FITTINGS OR COUPLINGS WHEREVER DISSIMILAR METALS

ARE JOINED.

8. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE ON WATER SUPPLY PIPES COLD AND

HOT.

9. INSTALL ALL REQUIRED CLEANOUTS TO CLEAR EQUIPMENT AND FIXTURES.

10. ALL FIXTURES ARE PROVIDED WITH STANDARD TRAP AND CLEANOUT (NOT

SHOWN).

11. COORDINATE LOCATIONS OF PLUMBING FITTINGS REQUIRING ACCESS IN CONCEALED

AREAS WITH ARCHITECT.

12. ALL SUNSHADE STORM DRAIN INLETS ON ALL FLOORS SHALL BE PERMANENTLY

CAPPED/SEALED PRIOR TO INSTALLATION OF NEW SUNSHADE TOPPING SLAB.

(TOPPING SLAB BY OTHERS)

ROOF DRAIN - A, B, OVERFLOW DRAIN

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

0PL000

PLUMBING LEGEND AND GENERAL NOTES

PDF WJJune 30, 2011

4 & 5

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

A

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3.6

1.4

5000 gal. OIL, WATER AND

SAND INTERCEPTOR

4" ø

W

4"ø W

5' - 0"

4" SANITARY SEWER.

REFER TO CIVIL DWGS

FOR CONTINUATION

6" SANITARY SEWER.

REFER TO CIVIL DWGS

FOR CONTINUATION

UP TO FCO

1-1/4" SUMP PUMP

DISCHARGE DOWN.

REFER TO DWG. 4PL400

FOR CONTINUATION

2" V-UP,

2" V-DN TO SUMP PUMP.

REFER TO DWG. 4PL400

FOR CONTINUATION

4" WS-UP

4" W-UP

4" WS-UP

I.E. 93' - 9"

4"W-UP

UP TO FCO

3" W-UP

2" V-UP

3" W-UP

UP TO FCO

2" V-UP

4" W-UP

UP TO FCO

UP TO FCO

3" W-UP 4" W-UP

4" W-UP

UP TO FCO

4" W-UP

4" W-UP

4" WS-UP

UP TO FCO

4" WS-UP

4" WS-UP

4" W-UP

4" WS-UP

4" WS-UP

4" WS-UP

UP TO FCO

I.E. 97' - 5 13/32"

I.E. 97' - 4 25/32"

I.E. 97' - 6 3/8"

UP TO FCO

UP TO FCO

UP TO FCO

6"ø W

I.E. 92' - 9 9/32" 4" ø

W

4"ø W

4" ø

W

6"ø W

4" W-UP

4" W-UP UP TO FCO

UP TO FCO

4" W-UP

UP TO FCO

4" W-UP

4" W-UP

4" W-UP

UP TO FCO

4" W-UP

UP TO FCO

4" W-UP

4" W-UP

UP TO FCO

4"ø W

4"ø W

4" ø

W

4" ø

W 4"ø W

4" ø

W

4"ø W

4" ø

W

6" ø

W

4"ø W

6" ø

W

6"ø W

4"ø W

4"ø W

UP TO FCO

(2) 4" V-UP 4" WS-UP

4" W-UP

UP TO FCO

4" WS-UP

4" W-UP

4"ø W4"ø W

UP TO FCO

6"ø W

4" ø

V

4" ø

V

5' - 0"

3" SUMP PUMP DISCHARGE

L.P.C.

I.E. 96' - 6 15/32"

I.E. 95' - 8"

I.E. 96' - 5 19/32"

I.E. 93' - 9 1/4"

I.E. 97' - 7 7/16"

I.E. 97' - 8 1/8"

I.E. 95' - 8 5/32"

I.E. 96' - 7 19/32" I.E. 96' - 2 3/8"

L.P.C.

I.E. 96' - 6 1/8"

I.E. 96' - 11 3/16"

I.E. 96' - 11 11/32"

4" W-UP

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

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M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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VA FORM 08-6231

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL100

BLDG 4 UNDERSLAB PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"2 BLDG 4 UNDERSLAB PLAN

2 Addendum 2 07/29/11

Tectonic Copyright 2007

Tectonic Copyright 2007

Tectonic Cop yright 2007

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3.6

1.4

DISPATCH & CUBICLES

1K114

ATTENDANT OFFICE

1K112

MECHANICAL

1K110

STAIR-1

STK-1-1

STAIR-1

STK-2-1

WC STOR

1K109

EQUIPMENT STORAGE

1K105

EQUIPMENT STORAGE

1K107

LOUNGE

1K116

10" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(14911 sq/ft)

4PL400

10" RL

6" R

L

" R

L

6" R

L

" R

L

6" R

L

6" RL

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4464 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4464 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

( 2232 sq/ft)

8" RL (5035 sq/ft) & 6" OFD (850 sq/ft)

DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

6" RL

6" R

L

6" RL (4685 sq/ft) & 6" OFD (500 sq/ft)

DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4685 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(2232 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4464 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4464 sq/ft)

10" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(10726 sq/ft)

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199

DOWNSPOUT NOZZLE

(4185 sq/ft)

6" R

L

6" R

L

6" R

L

6" RL

FCO

FCO

FCO

FCO

2"V-UP

2"V-DN

CO

CO

COCOCO

CO

CO

CO

CO CO

6"RL-UP

(500 sq/ft)

6" RL-UP

(850 sq/ft)

3/4"CW-DROP

4" FD-B

4" W-UP

4" W-UP

6" RL-UP (4185 sq/ft)

4" WS-UP&DN

4" W-UP

4" WS-UP&DN4" WS-UP&DN

6" RL-UP (2232 sq/ft)

2" CW-UP

4" W-UP

3/4" CW-DROP

4" WS-UP&DN

4" W-UP

4" W-UP

3/4" CW-DROP TO

HOSE STATION

6" RL-UP

(4464 sq/ft)

4" FD-B

4" W-UP

6" RL-UP

(4464 sq/ft)

3/4" CW-DROP TO

HOSE STATION4" W-UP

3/4" CW-DROP

4" W-UP

4" WS-UP

4" WS-UP

4" W-UP

4" W-UP

4" W-UP

4" WS-UP

4" W-UP

4" WS-UP

4" W-UP

6" RL-UP (2790 sq/ft)

4" WS-UP

3/4" CW-DROP

4" W-UP

3" V-UP

4" WS-UP

10" RL-UP (10726 sq/ft)

3/4" CW-DROP

CO

4" FD-B

4" W-UP4" WS-UP&DN

6" RL-UP (4464 sq/ft)

4" FD-B

4" W-UP

6" RL-UP (4185 sq/ft)

4" WS-UP&DN

6" RL-UP (2232 sq/ft)

4" WS-UP&DN

1" CW-UP

4" WS-UP

6" RL-UP (4185 sq/ft)

4" WS-UP

4" WS-UP&DN

4" WS-UP&DN

4" W-UP

6" RL-UP (4464 sq/ft)

4" FD-B

4" WS-UP&DN

3/4" CW

6" R

L

4" W-DN

4" W-DN

CO

CO

CO

4" W

CO

CO

FCO

FCO

4" W

4" W-DN

4" W-DN

10" RL-UP (10726 sq/ft)

TRENCH DRAIN

FCO

FCO FCO

FCO

3" V

1 1/2" CW

FCO

FCO

3/4" CW-DROP

6" OFD-UP

6" OFD-UP

3/4" PRV

2" CW-DROP

1 1/2" CW

3/4" CW

3/4" CW-DROP

1-1/2" CW

1 1/2" CW

3/4" CW

3/4" PRV

3/4" CW3/4" CW

4" W

P-811P-811P-811

P-811

P-811

FCO

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

FCO

4" FD-B4" FD-B FCO

FCO

FCO

(2) 4" V-UP&DN

P-811

6" R

L

CO

6" RL

6" OFD

6" O

FD

6" RL

6" OFD

6" RL

6" OFD

6" O

FD

CO

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL101

BLDG 4 FIRST FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"1 BLDG 4 FIRST FLOOR PLAN

5 Addendum 5 11/30/11

UP

DN

UP

DN

N

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3.6

1.4

STAIR-2

STK-2-2

STAIR-2

STK-1-2

4" W-UP

4" FD-B

4" FD-B

6" RL-UP&DN (4185 sq/ft)

4" WS-UP&DN

4" FD-B

4" WS-UP&DN

2" CW-UP&DN

6" RL-UP&DN (2232 sq/ft)

4" WS-UP&DN

4" FD-B

3/4" CW-DROP

4" WS-UP&DN

4" FD-B

4" FD-B

3/4" CW-DROP

6" RL-UP&DN

(4464 sq/ft)

6" RL-UP&DN

(4464 sq/ft)

2" V-UP&DN

3/4" CW-DROP

4" FD-B

4" FD-B

4" W-UP

4" WS-UP&DN

4" WS-UP&DN

10" RL-UP&DN (10726 sq/ft)

3/4" CW-DROP

4" W-UP

4" W-UP

4" FD-B

4" FD-B

4" W-UP

4" FD-B

4" FD-B

4" W-UP

4" WS-UP&DN

4" W-UP

4" FD-B

4" WS-UP&DN

6" RL-UP&DN (4185 sq/ft)

4" W-UP

4" FD-B

3" V-UP&DN

4" WS-UP&DN

10" RL-UP&DN (10726 sq/ft)

3/4" CW-DROP

3/4" CW-DROP

4" W-UP 4" W-UP

4" W-UP

4" FD-B4" WS-UP&DN

6" RL-UP&DN (4464 sq/ft)

4" W-UP

4" FD-B

4" W-UP

4" W-UP

6" RL-UP&DN (4185 sq/ft)

4" WS-UP&DN

4" W-UP

6" RL-UP&DN (2232 sq/ft)

4" WS-UP&DN

1" CW-UP&DN

4" WS-UP&DN

4" WS-UP&DN

6" RL-UP&DN (4185 sq/ft)

4" W-UP

4" WS-UP&DN

4" FD-B

6" RL-UP&DN (4464 sq/ft)

4" W-UP

4" WS-UP&DN

4" W-UP

4" FD-B

4" WS-UP&DN

4" WS-UP&DN

3/4" CW

6" RD-C

(850 sq/ft)

6" RD-C

(500 sq/ft)

3/4" CW3/4" CW

3/4" PRV

3/4" PRV

P-811

P-811

P-811 P-811

P-811

P-811

(2) 4" V-UP&DN

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL102

BLDG 4 SECOND FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"1 BLDG 4 SECOND FLOOR PLAN

DN

UP

N

L

K

J

H

G

F

E

C

D

M

3.6

1.4

STAIR-3

STK-1-3

STAIR-3

STK-2-3

4" FD-B

4" W-UP

4" W-UP

6" RL-UP&DN (4185 sq/ft)

4" WS-UP&DN

4" W-UP

4" WS-UP&DN

2" CW UP&DN

6" RL-UP&DN (2232 sq/ft)

4" WS-UP&DN

4" W-UP

3/4" CW-DROP

4" WS-UP&DN

4" W-UP

4" W-UP

3/4" CW-DROP

6" RL-UP&DN

(4464 sq/ft)

4" FD-B

4" W-UP

6" RL-UP&DN

(4464 sq/ft)

2" V-UP&DN

3/4" CW-DROP

4" W-UP

4" FD-B

4" W-UP

4" WS-UP&DN

4" WS-UP&DN

10" RL-UP&DN (10726 sq/ft)

3/4" CW-DROP

4" FD-B

4" FD-B

4" W-UP

4" W-UP

4" FD-B

4" W-UP

4" WS-UP&DN

4" W-UP

4" FD-B

4" WS-UP&DN

4" FD-B

4" W-UP

4" WS-UP&DN

6" RL-UP&DN (4185 sq/ft)

4" FD-B

4" W-UP

3" V-UP&DN

4" WS-UP&DN

10" RL-UP&DN (10726 sq/ft)

3/4" CW-DROP

3/4" CW-DROP

4" FD-B 4" FD-B

4" FD-B

4" W-UP4" WS-UP&DN

6" RL-UP&DN

(4464 sq/ft)

4" FD-B

4" FD-B

4" W-UP

4" FD-B

6" RL-UP&DN (4185 sq/ft)

4" WS-UP&DN

4" FD-B

6" RL-UP&DN (2232 sq/ft)

4" WS-UP&DN

1" CW-UP&DN

4" WS-UP&DN

4" WS-UP&DN

6" RL-UP&DN (4185 sq/ft)

4" FD-B

4" WS-UP&DN

4" WS-UP&DN

4" W-UP

6" RL-UP&DN

(4464 sq/ft)

4" FD-B

4" WS-UP&DN

3/4"ø CW3/4"ø CW

3/4"ø CW

3/4" PRV

3/4" PRV

P-811

P-811 P-811

P-811P-811

P-811

(2) 4" V-UP&DN

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL103

BLDG 4 THIRD FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

3/32" = 1'-0"1 BLDG 4 THIRD FLOOR PLAN

UP

DN

N

L

K

J

H

G

F

E

C

D

M

3.6

1.4

STAIR-4

STK-2-4

STAIR-4

STK-1-4

4" W-UP

4" FD-B

4" FD-B

6" RL-UP&DN (4185 sq/ft)

4" WS-UP&DN

4" FD-B

4" WS-UP&DN

2" CW-UP&DN

6" RL-UP&DN (2232 sq/ft)

4" WS-UP&DN

4" FD-B

3/4" CW-DROP

4" WS-UP&DN

4" FD-B

4" FD-B

3/4" CW-DROP

6" RL-UP&DN

(4464 sq/ft)

6" RL-UP&DN

(4464 sq/ft)

2" V-UP&DN

3/4" CW-DROP

4" FD-B

4" W-UP

4" FD-B

4" WS-DN

8" RL-UP (8494 sq/ft)

3/4" CW-DROP

4" WS-DN

6" RL-UP (2232 sq/ft), 10" RL-DN (10726 sq/ft)

4" W-UP

4" W-UP

4" FD-B

4" FD-B

4" W-UP

4" FD-B

4" FD-B

4" W-UP

4" WS-UP&DN

6" RL-UP&DN (1395 sq/ft)

4" W-UP

4" FD-B

4" WS-UP&DN

6" RL-UP&DN (2790 sq/ft)

4" W-UP

4" FD-B

3/4" CW-DROP

3" V-UP&DN

4" WS-UP&DN

6" RL-UP (2232 sq/ft), 10" RL-DN (10726 sq/ft)

3/4" CW-DROP

4" W-UP 4" W-UP

4" W-UP

4" FD-B4" WS-UP&DN

6" RL-UP&DN (4464 sq/ft)

4" W-UP

4" FD-B

4" W-UP

4" W-UP

6" RL-UP&DN (4185 sq/ft)

4" WS-DN

4" W-UP

6" RL-UP&DN (2232 sq/ft)

4" WS-DN

1" CW-UP&DN

4" WS-UP&DN

4" WS-UP&DN

6" RL-UP&DN (4185 sq/ft)

4" W-UP

4" WS-DN

4" FD-B

6" RL-UP&DN (4464 sq/ft)

4" W-UP

4" WS-DN

4" W-UP

4" FD-B

4" WS-UP&DN

4" WS-UP&DN

8" RL-UP (8494 sq/ft)

3/4"ø CW

3/4"ø CW3/4"ø CW

8" RL (8494 sq/ft)

CO

P-811

P-811 P-811

P-811P-811

P-811

(2) 4" V-UP&DN

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

B

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL104

BLDG 4 FOURTH FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

3/32" = 1'-0"1 BLDG 4 FOURTH FLOOR PLAN

UP

DN

N

L

K

J

H

G

F

E

C

D

M

3.6

1.4

STAIR-5

STK-1-5

STAIR-5

STK-2-5

4" FD-B

6" RL-UP

(4464 sq/ft)

4" W-UP

6" RL-UP&DN (4185 sq/ft)

4" WS-DN

4" W-UP

4" WS-DN

2" CW-UP&DN

6" RL-UP&DN (2232 sq/ft)

4" WS-DN

4" W-UP

3/4" CW-DROP

4" WS-DN

6" RL-UP (1395 sq/ft)

6" RL-UP

(2790 sq/ft)

6" RL-UP

(2232 sq/ft)

P-811

6" RL-UP&DN

(4464 sq/ft)

4" FD-B

4" W-UP

6" RL-UP&DN

(4464 sq/ft)

2" V-DN, 3" VTR

P-811

3/4" CW-UP&DROP

6" RL-UP (2232 sq/ft)

P-811

3/4" CW-UP&DROP

4" FD-B

8" RL-UP (6696 sq/ft)

6" RL-UP (1798 sq/ft), 8" RL-DN (8494 sq/ft)

4" FD-B

4" FD-B

4" W-UP

4" W-UP

8" RL-UP

(6696 sq/ft)

4" FD-B

6" RL-UP (1798 sq/ft), 8" RL-DN (8494 sq/ft)

4" W-UP

4" FD-B

4" WS-DN

4" FD-B

4" W-UP

4" WS-DN

6" RL-UP&DN (4185 sq/ft)

4" FD-B

4" W-UP

3" V-UP&DN

4" WS-DN

6" RL-UP&DN (2232 sq/ft)

3/4" CW-DROP

3/4" CW-DROP

4" FD-B 4" FD-B

4" FD-B

4" W-UP4" WS-DN

3/4"ø CW

6" RL-DN

(4464 sq/ft)

4" FD-B

6" RL-UP

(4464 sq/ft)

6" RL-DN

(4464 sq/ft)

4" FD-B

4" FD-B

4" W-UP

4" FD-B

6" RL-DN

(4185 sq/ft)

4" FD-B

6" RL-DN

(2232 sq/ft)

3/4" CW-UP&DROP

4" WS-DN

4" WS-DN

6" RL-UP&DN (4185 sq/ft)

4" FD-B

6" RL-DN (2232 sq/ft)

4" WS-DN

3/4"ø CW

3/4"ø CW

1" CW-DN

3/4"ø CW

1" ø

C W

3/4"ø CW

3/4"ø CW

P-811

P-811 P-811

(2) 4" V-UP&DN

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL105

BLDG 4 FIFTH FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

3/32" = 1'-0"1 BLDG 4 FIFTH FLOOR PLAN

N

L

K

J

H

G

F

E

C

D

M

3.6

1.4

STAIR-6

STK-2-6

STAIR-6

STK-1-6

6" RL-UP

(4464 sq/ft)

6" RD-B

(4464 sq/ft)

6" RD-B

(4464 sq/ft)

4"FD-B

1-1/2" DISC-TYPE METER

2" CW CONNECT TO CW MAIN

IN CONCOURSE AREA.

REFER TO PL104i-A4

FOR CONTINUATION6" RL-UP

(2790 sq/ft)

6" RL-DN

(4185 sq/ft)

4" FD-B

4" FD-B

6" RL-UP

(1395 sq/ft)

2" CW-DN

6" RL-DN (2232 sq/ft)

6" RL-UP

(2232 sq/ft)

4" FD-B

6" RL-UP

(1395 sq/ft)

4" FD-B

6" RL-DN

(1395 sq/ft)

6" RD-B

(2790 sq/ft)

6" RD-B

(2232 sq/ft)

3/4" CW-DN

6" RL-DN

(4464 sq/ft)

6" RL-UP

(4464 sq/ft)

4"FD-B

6" RL-DN

(4464 sq/ft)

3" VTR

3/4" CW-DN

6" RD-B

(2232 sq/ft)

3/4" CW-UP&DN

6" RL-UP

(1798 sq/ft)

8" RD-B

(6696 sq/ft)

6" RL-DN

(1798 sq/ft)

6" RL-UP

(1395 sq/ft)

6" RL-UP

(2790 sq/ft)

4" FD-B

6" RL-DN

(4185 sq/ft)

4" FD-B

6" RL-UP

(1798 sq/ft)

8" RD-B

(6696 sq/ft)

6" RL-DN

(1798 sq/ft)

4" FD-B

6" RL-UP

(1395 sq/ft)

6" RL-UP

(2790 sq/ft)

4" FD-B

6" RL-DN

(4185 sq/ft)

6" RL-UP

(2232 sq/ft)

4" FD-B

6" RL-DN

(2232 sq/ft)

3/4" CW-DROP

3" V-DN, 3" VTR

3/4" CW-UP&DROP

2"ø CW

2" ø

C W

3/4"ø CW

P-811 P-811

P-811

P-811P-811

3/4" CW-UP&DROP

3/4" CW-UP

P-811

1-1/2" DISC-TYPE METER

(2) 4" VTR

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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0'

123456

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL106

BLDG 4 SIXTH FLOOR PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

3/32" = 1'-0"1 BLDG 4 SIXTH FLOOR PLAN

N

L

K

J

H

G

F

E

C

D

M

3.6

1.4

6" RD-B

(4464 sq/ft)

6" RD-B

(4464 sq/ft) 6" RD-B

(2790 sq/ft)

6" RD-B

(1395 sq/ft)

6" RD-B

(2232 sq/ft)

6" RD-B

(1798 sq/ft)

6" RD-B

(1395 sq/ft)

6" RD-B

(2790 sq/ft)

6" RD-B

(2232 sq/ft)

6" RD-B

(1798 sq/ft)

6" RD-B

(2790 sq/ft)

6" RD-B

(1395 sq/ft)

6" RD-B

(1395 sq/ft)

P-811

3/4" CW-DN

3" VTR

3/4" CW-DN 3/4" CW-DN

P-811 P-811

3/4" CW-DN

P-811

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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( 1

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123456

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL107

BLDG 4 ROOF PLUMBING PLAN

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

3/32" = 1'-0"1 BLDG 4 ROOF PLAN

DRAIN PIPE

UNDERSIDE OF SLAB

(LENGTH VARIES)

3/4" STAINLESS STEEL ROD FINISHED FLOOR

TO CLAMP

THREADED BOSS WELDED

THREADED ROD

FRICTION CLAMPS AND RODS.

OF ASPHALTUM PAINT ON

CENTER. APPLY TWO COATS

APPROX. 5'-0" ON

CLAMP. INSTALL AT HUBS

STAINLESS STEEL FRICTION

LOWEST FLOOR SLAB3"

5"

PUSH-ON JOINT

1'-6"

3/4"� RODS,

TYP.

EXTERIOR WALL

EXPANSION SLEEVE,

TYP.

TERMINATE WATER

SERVICE PIPING

W/FLANGE CONNECTIONCEMENT LINED

DUCTILE IRON

RETAINER

CLAMP

OVER PIPE.

PROVIDE MIN. 5'-0" COVER

NOTE:

APPROX.

0'-4"

DOUBLE LINK SEAL

SLEEVE

2 TYPE "B" FLOOR DRAIN DETAIL

NTS

6 LAVATORY MOUNTING DETAIL

NTS

5 FT

THRU [20]

6 8 10

[32][25] [40]

[65]

[50]

[75]

-1312 14 -16 -

[125][100]

[150]

[250]

[200]

[300]

[400]

[350]

[450]

[600]

[500]

20 241814 16128 1064 532 2 1/21 1/21 1 1/4

[9100] [9600][8500][7600] [8200][7000][5800] [6700][5200][4100] [4900][3700][3000] [3400][2700][2100]

--- --[4900] -[4100][3700] [4000] -[3000][2400][1800][1500]

THRU 3/4

[2100] [2100]

[2100]

[2700]

[2400]

NTS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. [453KG] UNIFORM LOAD

BAND

1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE

1/2" [15mm] DIA.

HANGER RODS WITH

36" [900mm] MAX.

SPACING ON EACH

CHANNEL

4 WHEELCHAIR LAVATORY DETAIL

NTS

8"

/4

ADJUSTABLE CAST

IRON STRAINER WITH 4"

[100mm] FLANGE

WEEP HOLES

COMPOSITION

FLOORING

NOTE:

PROVIDE FLASHING WHEN DRAIN IS INSTALLED IN A NON MEMBRANE FLOOR

INVERTIBLE

FLASHING

COLLAR

LOOSE GRAVEL

AT WEEP HOLES

3mm TO 6mm

GRAVEL SIZE

CAULKED, NO-HUB OR

THREADED CONNECTION

FAUCET SEE

SPECIFICATIONS

LAMINAR FLOW

CONTROL DEVICE

OFFSET

WASTE

TRAP

PARALLEL

TO WALL

LOOSE KEY

STOP

ESCUTCHEON

FINISHED

FLOOR

[8 m m

] [200mm]

[2 m m

FO

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TU

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H

TS

S

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A

RC

HI

TE

CT

UR

AL

D

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W

IN

G

S

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" [200mm] MIN.)

NOTES:

SEE SPECIFER FOR DETAILED

HANGER REQUIREMENTS

ADJUSTABLE CLEVIS HANGER

SEE SPECIFICATIONS

ADJUSTABLE ROLLER HANGER

SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

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

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

PIPE HANGERS

[2 5m m

1" M

A X.

SADDLE

WELD

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF MIN.

DENSITY) UNDER INSULATION SHIELD

INSULATION SHIELD

AT HANGER

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

" M

IN

IM

UM

C

LE

A

RA

NC

E

3 THRU WALL WATER ENTRANCE DETAIL

NTS

7 BURIED PIPE SUPPORT TO SLAB

NTS

A A

PLAN

SECTION A

CONCEALED ARM SYSTEM

FOR FIXTURE

HEIGHT SEE

ARCHITECTURAL

DRAWINGS

LEVELING SCREW

LOCKING DEVICE

ADJUSTMENT SCREWS

MUST BE LOCATED AT

BOTTOM AS SHOWN

FINISHED

SURFACES

CONCEALED ARM SYSTEM

ALIGMENT TRUSS

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

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REVISIONS: DATE

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123456

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL500

PLUMBING DETAILS SHEET 1

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

GRAVITY WATER

CO AT GRADE

CO AT GRADE EXTERIOR WALL

METER

GATE VALVES 2" BLIND FLANGE

ON TEE (FOR INPLACE TESTING)

STRAINER

METER TO HAVE BOTH: DIRECT

REGISTER READ (IN GALLONS)

AND REMOTE READABLITY (VIA

NOTES:

1. PROVIDE A "DRESSER-TYPE" COUPLING ON METER

ASSEMBLY INSTALLATIONS IN VAULTS TO ALLOW FOR EASY

REMOVAL OF FLANGED COMPONENTS.

2. METERING ASSEMBLY TO BE PROPERLY INSTALLED

AND ADEQUATELY SUPPORTED TO ALLOW FOR EASY

MAINTENANCE, REPAIR AND REPLACEMENT.

PULSE INITIATOR)

FLOW

CONCRETE SURFACE OR FLOOR

COVERING AS REQUIRED

CLEANOUT COVER

CSK SCREW

CLEANOUT PLUG

FINISHED FLOOR

CAULKING FERRULE

FINISHED WALL

ACCESS COVER

CLEANOUT PIPE

CLEANOUT TEE

GALVANIZED STEEL

18 GAUGE ROUND

CW

HW

FLOOR

CEILING

WATER HEATER SET ON 1/4" THICK

2'x2' ALUMINUM PLATE SUPPORTED ON 1-1/2"x1-1/2"x3/16" ANGLE

IRON WALL BRACKETS (GALVANIZED)

ALL WELDED CONNECTIONS

HEAT TRAP

VACUUM

RELIEF

HEAT TRAP

5 gal. EXPANSION TANK (2.1 gal. TOTAL EXPANDED VOLUME)

RUN PRESS/TEMP RELIEF TO

1-1/2" IW CONNECTED TO SINK TRAP

DISCHARGE INSIDE SINK CABINET

TEMP & PRESS VALVE

5' 5'

BASEMENT FLOOR

FLOOR

CLEANOUT

BLDG.

DRAIN

1 DISK-TYPE WATER METER DETAIL

NTS

4 FLOOR CLEANOUT - FINISHED ROOMS

NTS

5 WALL CLEANOUT DETAIL

NTS

6 BUILDING DRAIN AT FOUNDATION WALL

NTS

NTS

FLEX CONNECTION AT

FOUNDATION WALL PIPING EXITS 3 CEILING-MOUNTED WATER HEATER DETAIL

NTS

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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123456

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL501

PLUMBING DETAILS SHEET 2

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

GROUTED SMOOTH.

IS CORE DRILLED AND

IN POURED CONCRETE WHICH

WALL SLEEVE MAY BE OMITTED

BE GROUTED IN PLACE.

BRICK OR CAVITY WALLS SHALL

WALL SLEEVES INSTALLED IN CMU,

TYPE SEAL

OF SLEEVE

WELDED ALL AROUND PERIMETER

WATER STOP AND ANCHOR COLLAR,

WALL

MECHANICAL LINKING GALVANIZED STEEL PIPE SLEEVE.

DIAMETER AS RECOMMENDED

BY SEAL MANUFACTURER.

ANCHOR COLLAR NOT REQUIRED

FOR SLEEVES INSTALLED IN CMU,

OR CAVITY WALLS.

PIPE

TERMINATE SLEEVE FLUSH

WITH FINISHED WALL

SURFACES

SEAL OR CAULK SLEEVES

THRU FIRE WALLS IN A

SMOKE AND FLAME TIGHT

MANNER

PIPE AND INSULATION TO

BE CENTERED IN SLEEVE

DO NOT SUPPORT PIPE

FROM SLEEVE

STANDARD WEIGHT STEEL

PIPE SLEEVE OF SIZE TO

PASS PIPE AND INSULATION

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST TO COMPLETELY

COVER OPENING

FINISHED WALL SURFACE

CONCEALED PIPING PIPING EXPOSED TO VIEW

SEALING AND

ANCHORING COLLAR

STANDARD WEIGHT

STEEL PIPE CAST

IN PLACE

SEAL SLEEVE WITH TIGHTLY

PACKED OAKUM AND POURED

LEAD

CENTER PIPE

IN SLEEVE

COAT EXTERIOR SURFACES

WITH TAR COMPOUND

1 EXTERIOR WALLS PIPE SLEEVES

NTS

2 PIPE PASSING THRU WATER TIGHT WALLS AND FLOORS DETAIL

NTS

INTERIOR WALLS

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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123456

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL502

PLUMBING DETAILS SHEET 3

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

5000 gal. OIL, WATER AND

SAND INTERCEPTOR

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

P-528 1-1/2"V

3"V

P-115

WH-1. RUN PRESS/TEMP RELIEF TO

1-1/2" IW CONNECTED TO SINK TRAP

DISCHARGE INSIDE SINK CABINET.

4" FD-B

4" FD-B

3" VTR

4" FD-B

4" FD-B

4" FD-B

4" FD-B

3" V

4" FD-B

4" FD-B

4" FD-B

6"W

CO

P-418 P-418

P-604

1-1/2"W

2"V

3"V

3"V

P-115

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4"W

4"W

4"W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

6" W

4" WS

4" WS

4" WS

4" W

4"W4"W

4"W

4"W

4"W

4"W

4"W

4"W

4" WS

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4"W

4" WS

4" WS

4" WS

4" WS

4"W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4"W

4" WS

4" WS

4" WS

4"W

4"W

4"W

4"W

4"W

4"W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" WS

CO

4"W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" WS

4" WS

4" WS

4" WS

4"WS

4" FD-B

SUMP PUMP (SP-1)

AND 24"x24"x24" SUMP PIT

4" FD-B

4" W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" WS

4" WS

4" WS

4" WS

4" WS

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" WS

4" WS

4" WS

4" WS

4"W

4"W4"W

4"W

4"W

4"W

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" FD-B

4" WS

4" WS

4" WS

4" WS

4" WS

4" WS

4" WS

4"W

4" WS

4" W

2"V

FCO

FCO

FCO

FCO

FCO

FCO

FCO

FCO

FCO

FCO

FCO

4" WS

4" WS

4" FD-B

4"W

4" FD-B

4" FD-B

4"W

4"W

4"W

4" FD-B FCO

4" W

FCO

FCO

FCO

3"W

4"W

4"W

4"W

4"W TRENCH DRAIN

4" FD-B

4" FD-B

4"W

CO

CO

CO

FCO

FCO

CO

CO

4" FD-B

4"W 2" V

4" V

CO

CO

CO

CO

CO

4"W

CO

CO

CO

CO

FCO

FCO

4" WS

4" WS

4" V

4" V

4" V

4" V

1-1/4" CHECK VALVE

1-1/4" GATE VALVE

1-1/4" W3" W

4" WS

4" WS

4" WS

4" WS

4" FD-B

4" WS

4" W

(2) 4" VTR

6" W

6" W

6" W

6" W

4" W

6" SANITARY SEWER.

REFER TO CIVIL DWGS

FOR CONTINUATION

3" V

3" V

4" FD-B

4" WS

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL600

SANITARY RISER DIAGRAM

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

1 SANITARY RISER

6" RD-B

(1395 SQ.FT.)

6" RD-B

(2790 SQ.FT.)

8" RD-B

(6696 SQ.FT.)

6" RD-B

(4464 SQ.FT.)

6" RD-B

(2232 SQ.FT.)

6" RL

6" RL

6" RL

8" RL

8" RL

(8494 SQ.FT.)

10" RL

6" RL

(4185 SQ. FT.)

6" RL

6" RL

8" RL

8" RL

(8494 SQ.FT.)

8" RL

10" RL

(10,726 SQ.FT.)

6" RL

(4185 SQ.FT.)

6" RL

(4185 SQ.FT.)

10" RL

(10,726 SQ.FT.)

6" RL

10" RL

(14,911 SQ.FT.)

6" RL

6" RL

6" RL

6" RL

6" RL

6" RL

6" RL

6" RL

6" RL

(4185 sq/ft)

6" RL

(4685 SQ.FT.)

6" RL

(2232 SQ.FT.)

6" RL

6" RL

(4185 sq/ft)6" RL

(2232 sq/ft)

6" RL

6" RL

(5035 SQ.FT.)

6" RL

(2232 SQ.FT.)

6" RD-C

(500 sq/ft)

6" RL

10" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10"

ZURN Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10" ZURN

Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10" ZURN

Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10" ZURN

Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10"

ZURN Z-199 DOWNSPOUT NOZZLE

6" RL & 6" OFD DISCHARGE TO RAIN

GARDENS. TERMINATE 7" ABOVE GRADE

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10"

ZURN Z-199 DOWNSPOUT NOZZLE

6" RL & 6" OFD

DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH

10" ZURN Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10" ZURN

Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10"

ZURN Z-199 DOWNSPOUT NOZZLE

6" RL DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE GRADE WITH 10" ZURN

Z-199 DOWNSPOUT NOZZLE

6" RD-B

(1798 SQ.FT.)

8" RD-B

(6696 SQ.FT.)6" RD-B

(2232 SQ.FT.)

6" RD-B

(1395 SQ.FT.)

6" FD-B

(2232 SQ.FT.)

6" RD-B

(2790 SQ.FT.)

6" RD-B

(1798 SQ.FT.)

6" RD-B

(4464 SQ.FT.)

6" RD-B

(4464 SQ.FT.)

6" RD-B

(4464 SQ.FT.)

6" RD-B

(2790 sq/ft)

6" RD-B

(1395 sq/ft)

6" RD-B

(2232 SQ.FT.)

6" RD-B

(1395 SQ.FT.)

6" RD-B

(2790 SQ.FT.)

6" RD-C

(850 sq/ft)

CO

CO

CO

CO

CO

CO

CO

CO

6" OFD6" OFD

CO

CO

6" OFD

6" OFD

6" RL

(850 SQ.FT.)

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL601

STORM DRAIN RISER DIAGRAM

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

1 STORM RISER

P-528

P-115

P-418

P-418

P-115

P-604

1-1/2" CW

1-1/2" CW

3/4"CW

3/4"CW

1/2" HW

1/2" CW

1-1/2"CW

1/2"HW

1-1/2"CW

P-811

P-811

P-811

P-811

RUN PRESS/TEMP RELIEF

TO 1-1/2" IW CONNECTED TO

SINK TRAP DISCHARGE

INSIDE SINK CABINET.

P-811

P-811

1-1/2" CW

3/4" CW

1-1/2" PRV

P-811

1/2" CW

1/2" HW

1" CW

1/2" CW

1/2" HW

1" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

P-811

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

WH-1

3/4" HW

3/4" CW

1/2" HW

3/4" CW

1/2"CW

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

P-811

3/4" PRV

3/4" PRV

3/4" PRV

P-811

1-1/2" DISC-TYPE METER

1-1/2" DISC-TYPE METER

2" CW CONNECT TO CW MAIN

IN CONCOURSE AREA.

REFER TO PL104i-A4

FOR CONTINUATION

3/4" CW

2" CW

2" CW

2" CW

3/4" CW

3/4" CW

3/4" CW

2" CW

2" CW

2" CW

2" CW

3/4" CW

3/4" CW

1-1/2" CW

3/4" CW

1" CW

1" CW

1" CW

1" CW

1" CW

3/4" PRV

3/4" PRV

3/4" PRV

1" CW

1" CW

1" CW

1" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW-DROP

TO P-811 (TYPICAL)

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

1-1/2" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

3/4" CW

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

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DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

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REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL602

WATER DISTRIBUTION RISER DIAGRAM

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

1 WATER DISTRIBUTION

GRATE

Z541

OUTLETMODELTYPE MANUFACTURERMARK

FD-B

RD-B ROOF DRAIN

NO HUBFLOOR DRAIN HEAVY DUTY DRAIN

REMARKS

ZURN

NO HUB

CAST IRON

PROVIDE 1C DECK CLAMP FOR

DRAINS SET IN METAL DECKING

NOTES: 1. MANUFACTURES LISTED ARE USED AS THE DESIGN BASE, REFER TO SPECIFICATIONS FOR APPROVED EQUALS.

534TRENCH DRAIN -POLYDRAIN ONE-METER SECTIONS, REMOVABLE GRATE,POLYDRAIN CAST IRON

SLOTTED CLASS C

RD-A

BUILDING SERVEDLOCATION

GARAGE AREAS 4

FIRST FLOOR 4

SECOND FLOOR 4

GARAGE AREAS 4 Z541 NO HUB HEAVY DUTY DRAINZURN CAST IRON

FROETBI-FUNCTIONAL CAST IRON

ROOF DRAIN

100C6

DRAIN SCHEDULE

WH-1 ELEC 20 8 GPH 55°

- 100°F 2 208 1 - - -

SP-1 BASEMENT 4 SUMP WASTE 50 15 - - 1/3 SUBMERSIBLE 1-1/4" SUMP PUMP WEIL MODEL No. 1408

DOMESTIC WATER HEATER SCHEDULE

MARK TYPE STORAGE

CAP. (GAL) RECOVERY

ELECTRICAL INPUT FUEL INPUT

REMARKS

kW VOLT PHASE TYPE BTUH RATING

PUMP SCHEDULE

MARK LOCATION BUILDING

SERVED

SYSTEM

AND/OR

SERVICE

CIRCULATING FLUID ELECTRICAL MOTOR REMARKS

FLUID

FLOW HEAD

SP. GR. MIN

% EFF

NOMINAL

POWER PHASE VOLT

GPM FT HP

1 115

PLUMBING FIXTURE SCHEDULE

REMARKSMARK FIXTURE W VENT CW HW

WATER CLOSET HC

LAVATORY HC

SINK

P-115

P-418

P-528

3” 2” 1” -

1-1/2”1-1/2” 1/2” 1/2”

1-1/2”1-1/2” 1/2” 1/2”

WALL-HUNG SINK, VITREOUS CHINA, FRONT OVERFLOW W/ TWO-HANDLE CENTERSET LAVATORY FAUCET, RIGID

GOOSENECK SPOUT. WRIST BLADE HANDLES, GRID DRAIN

EWCP-604 1-1/2”1-1/2” 1/2” 1/2”

FLOOR MOUNT FLUSHOMETER VALVE TOILET W/ BATTERY POWERED, SENSOR OPERATED, 1.28GPF FLUSH VALVE

SINGLE BOWL, STAINLESS STEEL 22" X 22" W/ DECK MOUNTED FAUCET, GOOSENECK, WRIST BLADE HANDLES W/ HOSE

SPRAY

ELECTRIC REFRIGERATED WALL MOUNTED WATER COOLER. BARRIER FREE

STATE WATER HEATERS MODEL No. PCE 20 10MSA

MOUNTED ABOVE CEILING

HOSE STATIONP-811 - 3/4" -- WITH 50 FT 3/4" DOUBLE BANDED HOSE. FURNISH WITH HEAT-PROOF STRAHMAN NOZZLE

LOCATION

FIRST FLOOR

BATHROOM

BUILDING SERVED

4 & 5

FIRST FLOOR

BATHROOM

FIRST FLOOR

LOUNGE

FIRST FLOOR

LOUNGE

GARAGE AREAS

FIRST FLOOR

LOUNGE

LOCATION BUILDING

SERVED

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

4PL603

PLUMBING SCHEDULES

PDF WJJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

A

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3.6

4"W-UP

4"WS-UP

4"WS-UP

(2) 4"WS-UP4"WS-UP4"WS-UP

4"W-UP

4"WS-UP

4"WS-UP

5,000 gal. OIL / WATER / SAND

INTERCEPTOR

6" SANITARY SEWER

REFER TO CIVIL DRAWINGS

FOR CONTINUATION

4"W-UP

4"W-UP

TO FCO

4"W-UP

TO FCO

6"W-UP

TO FCO

4" V

4" V4" V

4" V

4" V

4" V

4" S

4" S

4"W-UP

TO FCO

PIPE DROP

(2)4"V-UP

6" S

I.E. 95' - 1 1/16"

I.E. 96' - 0 1/4"I.E. 97' - 2 13/32"

4"W-UP

6"W-UP

TO FCO

4" S6" S6" S

4"W-UP

TO FCO

6"W-UP

TO FCO

4"W-UP

4"WS-UP

I.E. 96' - 10 5/16"

I.E. 97' - 0 7/32"

I.E. 96' - 10 11/16"

5'

0" 6"

S

4" S

I.E. 90' - 11 9/32"

I.E. 91' - 2 7/32"

I.E. 92' - 7 1/4"

I.E. 93' - 4 19/32"

I.E. 97' - 0 21/32"

6" S6" S4" S

4"W-UP

4"W-UP TO FCO

PIPE DROP

4"WS-UP

PIPE DROP

4"W-UP

4"W-UP

TO FCO

4"W-UP

4" S

PIPE DROP

4"W-UP

6" S4" S

4"W-UP

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

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REVISIONS: DATE

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BUILDING NUMBER

NEW ORLEANS, LOUISIANA

5PL100

BLDG 5 UNDERLSAB PLUMBING PLAN

PDF YVJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"1 BLDG 5 UNDERSLAB PLAN

4 Addendum 4 08/05/11

A

G

FC

I

UP

ATTENDANT OFFICE

1L106

STAIR

STL-2

STAIR

STL-1

8" R

L

8" R

L

8" R

L

6" R

L

8" R

L

TEL-DATA

1L107

SECURITY

1L105

SECURITY

1L108

TEL-DATA

1L110

10" RL (10,200 sq/ft)- DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

6" R

L

10" RL (16,200 sq/ft)-UP-DISCHARGE TO RAIN GARDENS.

TERMINATE 14" BELOW 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

4"W-UP

4"FD-B

6"RL-UP (5,600 sq/ft)

4"WS-UP&DN

4"WS-UP&DN

8"RL-UP (9,000 sq/ft)

4"W-UP

4"WS-UP&DN

4"W-UP

4"WS-UP&DN

4"W-UP

8"RL-UP (9.000 sq/ft)

4"FD-B

4"W-UP

6"RL-UP (5,100 sq/ft)

4"W-UP

4"WS-UP&DN

4"WS-UP&DN

4"W-UP

4"FD-B

4"W-UP

4"WS-UP&DN

4"W-UP

6"RL-UP (4,600 sq/ft)

C

G

H

J

K

L

N

E

F

M

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3.6

1"CW RISER-UP 4"WS-UP

6"RL-UP (4,600 sq/ft)

3/4"CW TO P-811

6" RL (2,800 sq/ft)-UP-DISCHARGE TO RAIN GARDENS.

TERMINATE 14" BELOW 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

4"W-UP

4"FD-B

4"WS-UP&DN

8" RL (9,000 sq/ft)- DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

8" RL (9,000 sq/ft)- DISCHARGE TO RAIN GARDENS.

TERMINATE 7" ABOVE 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

8" RL (9,700 sq/ft) -DISCHARGE TO RAIN GARDENS

TERMINATE 7" ABOVE 1-ST FLOOR LEVEL

WITH 10" ZURN Z-199 DOWNSPOUT NOZZLE

3/4"CW TO P-811

3/4"CW RISER-UP

3/4"CW TO P-811

(2)4"V-UP&DN

P-811 P-811 P-811

P-811 P-811

FCO

CO CO

3/4"PRV

3/ 4"

C W

3/4" CW3/4" CW3/4" CW

FCO

CO

CO

4"W-UP

3/4"CW TO P-811

CO

FCO

FCO

CO

CO

8" R

L

8" RL 10" RL

" R

L

FCO

3/4"PRV

CO

FCO

FCO

FCO

FCO

4"WS-UP&DN

CO

4"FD-B

4"FD-B

4"FD-B

4"FD-B

4"FD-B

4"FD-B

4"FD-B

FCO

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

B

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VA FORM 08-6231

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6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

5PL101

BLDG 5 FIRST FLOOR PLUMBING PLAN

PDF YVJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"1 BLDG 5 FIRST FLOOR PLAN

4 Addendum 4 08/05/11

DN

UP

STAIR

STL-1

STAIR

STL-2

10"RL-UP&DN (16,200 sq/ft)

4"W-UP

4"FD-B

6"RL-UP&DN (2,800 sq/ft)

4"W-UP

4"FD-B

4"WS-UP&DN

4"WS-UP&DN

6"RL-UP&DN (5,600 sq/ft)

4"WS-UP&DN

4"W-UP

4"FD-B

4"WS-UP&DN

4"W-UP

4"FD-B

4"W-UP

4"FD-B

8"RL-UP&DN (9,000 sq/ft)

4"W-UP

4"WS-UP&DN

4"FD-B

4"W-UP

4"FD-B

4"WS-UP&DN

4"W-UP

4"FD-B

8"RL-UP&DN (9.000 sq/ft)

4"W-UP

4"FD-B

4"W-UP

4"FD-B

4"WS-UP&DN

6"RL-UP&DN (5,100 sq/ft)

4"WS-UP&DN

4"W-UP

4"FD-B

4"W-UP

4"FD-B

4"WS-UP&DN

4"W-UP

4"FD-B

6"RL-UP&DN (4,600 sq/ft)

C

G

H

J

K

L

N

E

F

M

D

3.6

3/4"CW TO P-811

1"CW RISER-UP&DN

4"WS-UP&DN

4"W-UP

4"FD-B

6"RL-UP&DN (4,600 sq/ft)3/4"CW TO P-811

3/4"CW TO P-811

3/4"CW RISER-UP&DN

3/4"CW TO P-811

(2)4"V-UP&DN

P-811 P-811 P-811

P-811 P-811

3/4"CW TO P-811

3/4"PRV

3/4"PRV

3/4" CW 3/4" CW 3/4" CW

3/ 4"

C W

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

PLAN

NORTH

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

B

A

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C

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VA FORM 08-6231

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O N

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FO

O T

6"

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

5PL102

BLDG 5 SECOND FLOOR PLUMBING PLAN

PDF YVJune 30, 2011

Construction Documents 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERS / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERS, INC. / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

EWP_04

3/32" = 1'-0"1

BLDG 5 TYPICAL FLOOR PLUMBING PLAN

(2ND - 5TH)

UP

DN

STAIR

STL-2

STAIR

STL-1

10"RL-UP&DN (16,200 sq/ft)

4"FD-B

4"W-UP

6"RL-UP&DN (2,800 sq/ft)

4"FD-B

4"W-UP

4"WS-UP&DN

4"WS-UP&DN

6"RL-UP&DN (5,600 sq/ft)

4"WS-UP&DN

4"W-UP

4"FD-B

4"WS-UP&DN

4"W-UP

4"FD-B

8"RL-UP&DN (9,000 sq/ft)

4"W-UP

4"FD-B

4"WS-UP&DN

4"FD-B

4"W-UP

4"WS-UP&DN

4"W-UP

4"FD-B

8"RL-UP&DN (9.000 sq/ft)

4"FD-B

4"W-UP

4"FD-B

4"W-UP

4"WS-UP&DN

6"RL-UP&DN (5,100 sq/ft)

4"WS-UP&DN

4"FD-B

4"W-UP

4"FD-B

4"W-UP

4"WS-UP&DN

4"W-UP

4"FD-B

6…