36C25818B0332-047.pdf

S02 ATTACHMENT 22--DRAWINGS 5 PLUMMING

Drawings

PLUMMING

PAGES P-001 TO P-105D

691-17-104WL

RETROFIT SEWER SYSTEM B500 1ST 5TH 6TH

FLOOR

DN DOWN

WC WATER CLOSET

FLUSH VALVEFV

YH YARD HYDRANT

TD TRENCH DRAIN

FOV

FOR

FOS

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

ES

EEW

EMERGENCY SHOWER

EMERGENCY EYEWASH

CWV COMBINATION WASTE AND VENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ACID NEUTRALIZING TANK

ACID RESISTANT VENT THROUGH ROOF

BALANCING COCK

BOTTOM OF PIPE

BRITISH THERMAL UNIT

BTU PER HOUR

CLOTHES WASHER BOX

CUBIC FEET PER HOUR

CLEANOUT

CLEANOUT TO GRADE

CIRCULATION PUMP

DOUBLE CLEANOUT

DRINKING FOUNTAIN

ELEVATION

ELECTRIC WATER HEATER

ELECTRIC WATER COOLER

DEGREES FAHRENHEIT

FLOOR CLEANOUT

FINISHED FLOOR ELEVATION

FEET

GUTTER DRAIN

GREASE INTERCEPTOR

GALLONS PER HOUR

GALLONS PER MINUTE

GAS WATER HEATER

HORSEPOWER

HEAD

INCHES

INVERT

KILOWATT

1,000 BTUH

MIXING VALVE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NORMALLY CLOSED

NORMALLY OPEN

OUTSIDE SCREW AND YOKE

PHASE

POUNDS PER SQUARE INCH GAUGE

STATIC PRESSURE

TYPICAL

YARD BOX

WALL CLEANOUT

AFF

AFG

ANT

AVTR

B.C.

BOP

BTU

BTUH

CWB

CFH

CO

COTG

CP

DCO

DF

EL

EWH

EWC

°F

FCO

FFE

FT

GD

GI

GPH

GPM

GWH

HP

HD

IN

INV

kW

MBh

MV

NA

NIC

No. #

N.C.

N.O.

OS&Y

Ph

PSIG

SP

TYP

YB

WCO

DOUBLE CLEANOUT TO GRADEDCOTG

ESEW EMERGENCY SHOWER EYE WASH

POWERS OF HARDNESS

PH

HOSE BIBBHB

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

PLUMBING SYMBOL LEGEND

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS APPLY TO THIS PROJECT

ABBREVIATIONS

A

PENETRATION

TEST PLUG (PRESS/TEMP)

(WH) (HB)

RD/OD/DD

DCOTG

FCO/COTG

FS/FD/AD

VTR

ROOF DRAIN/OVERFLOW DRAIN/DECK DRAIN

TWO WAY OR DOUBLE CLEANOUT TO GRADE

FLOOR CLEANOUT/CLEANOUT TO GRADE

FLOOR SINK , FLOOR DRAIN , AREA DRAIN

WATER HAMMER ARREST0R

FITTING (PETE'S PLUG)

POINT OF CONNECTION TO EXISTING

AQUASTAT

PRESSURE GAUGE AND GAUGE COCK

THERMOMETER

STRAINER WITH BLOWDOWN VALVE & HOSE BIBB

NEW PIPE CONNECTION TO EXISTING PIPING

EXISTING PIPE TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

FLEXIBLE CONNECTION

UNIVERSAL TEMPERATURE-PRESSURE

ORIFICE UNION

FLANGED UNION

UNION

RISE IN PIPE

DROP IN PIPE

CAPPED OUTLET

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

REDUCER OR INCREASER

PIPE GUIDE

DIRECTION OF FLOW

MAV MANUAL AIR VENT (MAV)

AAV AUTOMATIC AIR VENT (AAV)

TRAP PRIMER WITH ACCESS PANELTP

SLOPE OF PIPE

VENT THROUGH ROOF

AG AIR GAP FITTING

WALL HYDRANT, HOSE BIBB

KEYED NOTE

OR

SCHEMATIC SYMBOLS

ABBREVIATIONSYMBOL DESCRIPTION

XX

255' OF 6" @ 0.15%SLOPE

SLOPE AND LINEAL FOOTAGE

F.D.C.FIRE DEPARTMENT INLET CONNECTION F.D.C.

SAS SASSANITARY MANHOLE

M.H. M.H.(E)

GM

WM

REDUCED PRESSURE BACKFLOW PREVENTER

STORM DRAIN

IRRIGATION

F.H.(E)F.H.

LP

PP

C.O.(E)C.O.

LIGHT POLE

FENCING

POWER POLE

CLEANOUT

THRUST BLOCK

CONSTRUCTION

FIRE HYDRANT

VALVE WITH VALVE BOX

NATURAL GAS

FIRE PROTECTION

COLD WATER SUPPLY

SANITARY SEWER

SASSAS

WATER METER

NATURAL GAS METER

GATE VALVE

VALVE IN RISER

WM

GM

LP

PP

POST INDICATOR VALVE

PIV

PIV

W

F

SD

G

IRR

S EX. S

EX. W

EX. F

EX. G

EX. SD

EX. IRR

EXISTINGNEWDESCRIPTION

SITE UTILITY SYMBOLS

S

VACUUM BREAKER

ATMOSPHERIC VACUUM BREAKER

PRESSURE STYLE

FLOW SWITCH

SOLENOID VALVE

FUEL GAS PRESSURE REGULATOR

DIAPHRAGM (PROCESS SYSTEMS)

OS&Y VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

PLUG VALVE

WATER PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

2-WAY CONTROL VALVE

3-WAY MODULATING CONTROL VALVE

VALVE IN VERTICAL

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

DRAIN VALVE

BALANCING VALVE/CIRCUIT SETTER MEASURING DEVICE

OR OR

OR

OR

DESCRIPTIONSYMBOL

VALVE SYMBOLS

P##

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

LETTER REFER TO EQUIPMENT TYPE

NUMBER REFERS TO SPECIFIC EQUIPMENT

SYMBOL INDICATES FIXTURE/EQUIPMENT

IDENTIFIED IN EQUIPMENT SCHEDULE

SECTION SYMBOL

DETAIL SYMBOL

SECTION, ELEVATION, AND DETAIL TITLES

FIXTURE & EQUIPMENT SYMBOL

P-100

A

P-500

P-200

A

P-500

P-300

A

SCALE

ELEVATION

SCALE

DETAIL

SCALE

SECTION

IRR

INDIRECT WASTEIW

TW

TWR

SAN

V

DHWR

DCW

DHW

LA

IA

INW

IHWR

IHW

ICW

PD

SCW

IRR

NGH

NGM

G

LPG

ORD

RD

DIR

DIS

NPW

MU

ROR

ROS

CD

CA

AW

AV

PUMPED DISCHARGE LINE

IRRIGATION

SOFT COLD WATER

TEMPERED WATER (TEMP °F)

TEMPERED WATER RETURN (TEMP °F)

NATURAL GAS-HIGH PRESSURE

NATURAL GAS-MEDIUM PRESSURE

LAB COMPRESSED AIR

INSTRUMENT COMPRESSED AIR

INDUSTRIAL WASTE

REVERSE OSMOSIS RETURN

INDUSTRIAL HOT WATER RETURN

INDUSTRIAL HOT WATER

INDUSTRIAL COLD WATER

NATURAL GAS-LOW PRESSURE

LIQUIFIED PETROLEUM GAS

OVERFLOW ROOF DRAIN

STORM/ROOF DRAIN

SANITARY SEWER

DEIONIZED WATER RETURN

DEIONIZED WATER SUPPLY

VENT

NON-POTABLE WATER

MAKE-UP WATER

REVERSE OSMOSIS SUPPLY

140° DOMESTIC HOT WATER

140° DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER

DOMESTIC COLD WATER

CONDENSATE DRAIN

COMPRESSED AIR

ACID WASTE

ACID VENT

SHW SOFT HOT WATER

SAN

AV

AW

CA

CD

ROS

ROR

NPW

V

DIS

DIR

RD

ORD

LPG

G

NGM

NGH

SCW

PD

INW

IA

IW

LA

SHW

GW GREASE WASTEGW

GV GREASE VENT

ABBREVIATIONSYMBOL DESCRIPTION

PIPING SYMBOLS

ICW

IHW

IHWR

TWR (_ _ _)

TW (_ _ _)

GV

DCW

DHW

DHWR

DHW 140ºF

DHWR 140ºF

MU

DHW 140ºF

DHWR 140ºF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

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F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

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M

P-001

PLUMBING LEGEND

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS G.

MCKINLEY

Revisions: Date:

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No. M35363

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ME C H A N I C A L

06/30/2019

NOVEMBER 20, 2017

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9 8 7 6 5 4 3

4" SAN

2" SAN

4" SAN

2" SAN

2" SAN

4" SAN

4" SAN

4" SAN

2" SAN 2" SAN

4" SAN

4" SAN

2" SAN

3" SAN4" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

8" SAN

4" SAN

8" SAN

4" SAN

2" SAN

4" SAN

2" SAN

4" SAN

4" SAN

4" SAN UP

4" SAN DN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN3" SAN4" SAN

2" SAN

4" SAN

3" SAN

3" SAN

3" SAN

2" SAN

2" SAN

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CHASE #15

CHASE #16

E -9

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MATCHLINE

FOR CONTINUATION SEE: 1/P-100B

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2" SAN

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2" SAN

2" SAN

2" SAN

2" SAN

9.1 7.1

B.1

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E.2

2.13.13.24.25.19.29.25

D.1

4.1X.1X.2X.3X.4X.5X.6

2" SAN

4" SAN

3" SAN

3" SAN

4" SAN

3" SAN

3" SAN

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN 2" SAN

4" SAN

3" SAN

2" SAN

2" SAN

3" SAN

3" SAN

2" SAN

2" SAN

3" SAN

3" SAN

3" SAN

2" SAN 2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN 2" SAN

2" SAN

4" SAN

1 1/2" SAN

4" SAN

1 1/2" SAN

1 1/2" SAN

1 1/2" SAN

2" SAN2" SAN

2" SAN

4" SAN4" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN

2" SAN2" SAN

2" SAN

2" SAN

2" SAN

2" AW

2" SAN2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

2" SAN2" SAN

2" SAN

2" SAN

2" SAN

3" SAN

3" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

3" SAN

3" SAN

4" SAN

4" SAN

4" SAN

4" SAN

6" SAN

2" SAN

1 1/2" SAN

4" SAN4" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

4" SAN2" SAN

2" SAN

2" SAN

4" SAN

8" SAN

4" SAN

2" SAN

2" SAN2" SAN

1 2" SAN

2" SAN 4" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

3TYP.

TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

A1

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

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P-100A1

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA A1

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA A1

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

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06/30/2019

REPLACEMENT.

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10" SAN

8" SAN

8" SAN

6" SAN UP

3" AW UP

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CHASE #14

CHASE #13

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FOR CONTINUATION SEE: 1/P-100D

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

B.1

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X.69.313.314.116.1 X.713.113.213.414.2 X.9 X.8

8" SAN

2" SAN

2" SAN2" SAN4" SAN

2" SAN

4" SAN

2" SAN

2" SAN2" SAN2" SAN

2" SAN

2" SAN

2" SAN

3" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN 2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN

10" SAN

8" SAN

4" SAN

4" SAN

2" SAN 4" SAN

4" SAN

4" SAN

2" SAN 2" SAN

2" SAN

3" SAN

8" SAN

4" SAN

2" SAN

2" SAN2" SAN

4" SAN

2" SAN

4" SAN

2" SAN

4" SAN

3" SAN

3" SAN

4" SAN

2" SAN 2" SAN 2" SAN 2" SAN

3" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

3TYP.

TYP.

TYP.

TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

A2

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

B

IM

/6

-1

-1

W

L R e tr o fi t S e w e r

S y s te m B s t, th th

F L /6

-1

-1

W

L V

A G

L A

H C

S -R e tr o fi tS e w e r-

B M

E P

.r v t

/1

/2

:5 :0

P

M

P-100A2

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA A2

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA A2

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

No. M35363

M

I K H A I L F U K

S

ME C H A N I C A L

06/30/2019

G

H

J

K

L

M

9 8 7 6 5 4 3 2 1

3" AW 2" AW3" AW

2" AW

2" AW

3" AW

8" SAN

3" AW

2" AW

3" AW

2" AW

3" AW

2" AW

2" AW

2" AW

2" AW

3" SAN

2" SAN

2" SAN

8" SAN

4" SAN

4" SAN

2" SAN

4" SAN

4" SAN

8" SAN

2" AW

2" AW

3" AW

2" AW

2" SAN

6" SAN UP

4" SAN UP

6" SAN DN

3" AW UP

3" AW DN

8" SAN

8" SAN

4" SAN UP

4" SAN DN4" SAN UP

4" SAN DN

4" SAN

STAIR #15

STAIR #16

CHASE #4

CHASE #1

CHASE #3

CHASE #2

G -9

.2 G -9

X.3 -X

.A

X.3 -X

.B

G -8

G -7

X.1 -X

.A

G -6

G -5

.1 G -5

G -4

G .1

-2 .1

G -4

.2

X .5

-X .D

X .4

-X .D

X .C

-8

J- X.1

J-

H -7

J-

H -5

.1

J.

2-

5.

J.

2.

1-

J.

2-

X.1

J.

2-

4.

H -4

.1 H -4

H -3

H -2

J-

J-

H -5

X.5 -X

.E

J.

3-

J.

3-

4.

J.

3-

J.

4-

2.

K -4

L-

L-

L.

1-

2.

M -3

M -4

M -4

.1

M -5

.1 M

-6 M

-7

M -8

M -9

X .K

-9

X .J -9

X .4

-X .G

X .H

-8 X .1

-X .H

L-

L-

K -7

K -6

K -5

.1

K -5

K -4

.1

X .5

-X .G

M -9

.2

J.

3-

X .4

-X .F

J-

J-

J-

J.

1-

2.

J.

2-

J.

2-

J.

3-

5.

J.

3-

X .5

-X .F

X.4 -X

.E

M -5

K -3

L-

K -2

H -6

L-

MATCHLINE

FOR CONTINUATION SEE: 1/P-100A1

M A

T C

H L

IN

E F

O R

C O

N T

IN

U

A T

IO

N

S E

E : 1

/P -1

D

MATCHLINE

FOR CONTINUATION SEE: 1/P-100C1

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

4" SAN

2" SAN3" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

S T

A

IR

9.1 7.1 2.13.13.24.25.19.29.25 4.1X.1X.2X.3X.4X.5X.6

G.1

J.1

J.2

J.3

J.4

L.1

X.A

X.B

X.C

X.D

X.E

X.F

X.G

X.H

X.J

X.K

J.2.1

2" SAN

4" SAN

2" SAN4" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

2" SAN

4" SAN

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN

4" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN

4" SAN

3" SAN

4" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN 4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN4" SAN

2" SAN

2" SAN

2" SAN2" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" AW

2" AW

2" SAN

2" SAN

4" SAN

2" AW

4" SAN

3" AW

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN2" SAN

4" SAN

4" SAN 3" AW

2" SAN

2" AW

8" SAN

8" SAN

8" SAN

2" SAN

2" SAN

2" SAN

3" SAN

4" SAN

3" AW

H -1

2" SAN

2" SAN

4" SAN

ALL SANITARY

DRAIN PIPING IS

NEW IN THIS AREA

TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

AREA B

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

B

IM

/6

-1

-1

W

L R e tr o fi t S e w e r

S y s te m B s t, th th

F L /6

-1

-1

W

L V

A G

L A

H C

S -R e tr o fi tS e w e r-

B M

E P

.r v t

/1

/2

:5 :0

P

M

P-100B

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA B

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA B

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

No. M35363

M

I K H A I L F U K

S

ME C H A N I C A L

06/30/2019

N

O

P

Q

9 8 7 6 5 4 3 2

R

S

4" AW

2" AW

3" AW

3" AW

3" AW

2" AW

2" AW

2" AW

2" AW

4" AW

4" AW

3" AW

4" AW

4" AW

2" AW

2" SAN

2" SAN

2" SAN

2" SAN

4" AW

3" SAN 3" SAN

4" AW

4" SAN

4" AW

3" AW

3" AW

3" AW

4" AW

4" AW

2" AW

2" AW

3" AW

2" AW

3" AW

3" AW 3" AW 3" AW

2" AW

2" AW 2" AW

2" AW

2" AW

2" AW

2" AW

8" SAN

2" SAN

2" SAN

4" SAN4" SAN

4" SAN

2" AW

8" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" AW 3" AW 3" AW

3" AW

3" AW

3" AW

2" AW3" AW

3" AW

2" AW

2" AW

3" AW

3" AW

3" AW 3" AW

3" AW

3" AW

2" SAN

2" SAN

4" SAN

4" AW4" SAN

2" SAN

4" AW

4" SAN

4" SAN

3" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" AW

4" SAN UP

6" SAN DN

4" AW DN

4" SAN UP

8" SAN DN

2" AW UP

4" AW DN

2" AW

2" AW

4" SAN

2" AW

2" AW

3" AW

3" AW

3" AW3" AW3" AW3" AW

2" AW

3" AW

2" AW

3" AW

3" AW

3" AW

4" SAN

4" SAN

4" SAN

2" AW

2" AW

4" SAN

4" SAN2" AW

2" AW

2" AW

2" AW

4" SAN

8" SAN

3" AW

3" AW

2" SAN

3" SAN

2" SAN

3" SAN

3" SAN

2" AW

2" AW

3" AW

3" AW

2" SAN

2" SAN

4" AW

4" AW4" AW

2" SAN

3" AW

4" AW

2" SAN

2" SAN

S T

A

IR

CHASE #6

CHASE #5

N .4

-9 .2

N .4

-9 N .4

-8

N .2

-6

N .2

-5 .1

N .2

-5 N .2

-4 .1

N .2

-4

N .2

-3

N .4

-2 .1

N .7

-2 .1

N .7

-4 .2

N .7

-5 .1

N -8

O -8

O -9

O -9

.2

O .1

-9 .2

O .1

-9

O .1

-8

Q -9

.2 Q -9

Q -8

R -8R

-9

Q .1

-5 .1

Q .1

-4 .2

Q .1

-2 .1

O .1

-2 .1

N -9

P -9

.2

P -9

MATCHLINE

FOR CONTINUATION SEE: 1/P-100B

M A

T C

H L

IN

E F

O R

C O

N T

I N U

A T

IO

N

S E

-1 C

3" AW

3" AW 3" AW 3" AW

3" AW

3" AW

3" AW

2" SAN

2" AW

9.1 7.1 2.13.13.24.25.19.29.25 4.1X.1X.2X.3X.4X.5X.6

N.2

N.4

N.7

O.1

Q.1

O.2

N.3

2" AW8" SAN

2" SAN

2" SAN

3" AW

3" AW

3" AW3" AW

3" AW

4" AW

4" AW

3" AW

4" SAN

3" AW

4" SAN

4" AW

4" AW

2" AW

2" AW

2" SAN

3" SAN

3" AW4" AW

3" AW

4" SAN

2" AW

2" SAN

S -9

S -8

ALL SANITARY

DRAIN PIPING IS

NEW IN THIS AREA

TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

C1

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

B

IM

/6

-1

-1

W

L R e tr o fi t S e w e r

S y s te m B s t, th th

F L /6

-1

-1

W

L V

A G

L A

H C

S -R e tr o fi tS e w e r-

B M

E P

.r v t

/1

/2

:5 :0

P

M

P-100C1

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA C1

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA C1

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600

SERIES FOR FIXTURE AND PIPE SCHEDULES AND A-100

SERIES FOR FIXTURE LOCATIONS.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING

FIXTURE TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

EFORP

DE

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SI

G E

R R E

E

NI

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NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

EFORP

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T

SI

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NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

No. M35363

M

I K H A I L F U K

S

ME C H A N I C A L

06/30/2019

P

Q

17 16 15 14 13 12 11 10

R

S

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN

2" SAN 3" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN4" SAN4" SAN4" SAN

4" SAN

4" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN 4" SAN

4" SAN

4" SAN 4" SAN 4" SAN 4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN

6" SAN UP

6" SAN DN

3" AW UP

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN 2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

2" SAN

4" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

4" SAN 4" SAN

4" SAN

4" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN UP

6" SAN DN

S T

A

IR

CHASE #7

CHASE #8

N .3

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N .3

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N .4

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M A

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H L

IN

E F

O R

C O

N T

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/P -1

C

MATCHLINE

FOR CONTINUATION SEE: 1/P-100D

2" SAN

2" SAN

4" SAN

2" SAN

2" SAN

2" SAN 4" SAN 4" SAN

4" SAN

2" SAN

2" SAN2" SAN

EXISTING 6" SAN

DN PIPE TO BE

REPLACED WITH

NEW 6" SAN PIPE

NO ACCESS, PIPE

CONDITION NOT

ASSESSED

X.69.313.314.116.1 X.713.113.213.414.2 X.9 X.8

N.2

N.4

N.7

O.1

Q.1

O.2

N.3

2" SAN

2" SAN

4" SAN4" SAN

2" SAN

2" SAN2" SAN

2" SAN

2" SAN

2" SAN2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

Q -9

.3

N .4

-9 .3

3TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

C2

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

B

IM

/6

-1

-1

W

L R e tr o fi t S e w e r

S y s te m B s t, th th

F L /6

-1

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L A

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S -R e tr o fi tS e w e r-

B M

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.r v t

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/2

:5 :1

P

M

P-100C2

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA C2

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA C2

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

T A

T E O F

No. M35363

M

I K H A I L F U K

S

ME C H A N I C A L

06/30/2019

J

K

L

M

18 17 16 15 14 13 12 11 10

10" SAN

10" SAN

8" SAN

10" SAN

10" SAN

4" SAN

10" SAN

4" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

4" SAN

3" SAN

4" SAN

2" SAN

2" SAN

2" SAN

6" SAN UP

6" SAN DN

6" SAN UP

6" SAN DN

6" SAN UP

10" SAN DN

4" SAN

10" SAN

4" SAN UP

4" AW UP

3" SAN UP

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

STAIR #12

STAIR #11

CHASE #9

CHASE #12

CHASE #10

CHASE #11

G -9

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1 G -1

G -1

4.

G -1

3.

G -1

G -1

G -1

G -1

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X.8 -X

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N

S E

E : 1

/P -1

B

MATCHLINE

FOR CONTINUATION SEE: 1/P-100A2

MATCHLINE

FOR CONTINUATION SEE: 1/P-100C2

X.69.313.314.116.1 X.713.113.213.414.2 X.9 X.8

G.1

J.1

J.2

J.3

J.4

L.1

X.A

X.B

X.C

X.D

X.E

X.F

X.G

X.H

X.J

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J.2.1

2" SAN

3" SAN

3" SAN

3" SAN

2" SAN

2" SAN

10" SAN

4" SAN

4" SAN

3" SAN

4" SAN3" SAN

4" SAN

2" SAN

4" SAN

2" SAN

4" SAN

4" SAN4" SAN

2" SAN

2" SAN

2" SAN

4" SAN

3" SAN

3" SAN

3" SAN

3" SAN

2" SAN

4" SAN

4" SAN

2" SAN

3" SAN

2" SAN

2" SAN

2" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

2" SAN

4" SAN

4" SAN

2" SAN

3" SAN

2" SAN

2" SAN

2" SAN 2" SAN

4" SAN

4" SAN 4" SAN

2" SAN

3" SAN

3" SAN

10" SAN

3" SAN

3" SAN

4" SAN

4" SAN 4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN2" SAN

2" SAN

3" SAN

4" SAN

2" SAN

3" SAN

3" SAN

2" SAN

H -1

H -1

H -1

J-

J-

J-

J-

K-1

K-1

K-1

L-

L-

CHASE #17

TYP.

TYP.

ALL SANITARY

DRAIN PIPIN IN

THIS AREA IS NEW

ALL SANITARY

DRAIN PIPIN IN

THIS AREA IS NEW

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

AREA D

B500 KEY PLAN

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

B

IM

/6

-1

-1

W

L R e tr o fi t S e w e r

S y s te m B s t, th th

F L /6

-1

-1

W

L V

A G

L A

H C

S -R e tr o fi tS e w e r-

B M

E P

.r v t

/1

/2

:5 :1

P

M

P-100D

PLUMBING SANITARY SEWER PLAN - GROUND

FLOOR INTERSTITIAL - AREA D

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA D

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

EFORP

DE

R E

T

SI

G E

R R E

E

NI

G

NE

LANOISS

C A L I F ORN

I AS

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06/30/2019

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CHASE #14

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4" SAN

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4" SAN

4" SAN

3" SAN

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E-1

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F-9 F-8

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MATCHLINE

FOR CONTINUATION SEE: 1/P-104B

MATCHLINE

FOR CONTINUATION SEE: 1/P-104D

4" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

2" SAN

4" SAN UP

4" SAN DN

3" AW UP

4" AW DN

4" SAN UP

4" SAN DN

3" AW UP

3" AW DN

4" SAN UP

4" SAN DN

2" AW UP

2" AW DN

4" SAN UP

4" SAN DN

3" SAN

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2" SAN

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9.1 7.1

B.1

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9.29.25

D.1

X.1X.2X.3X.4X.5X.69.3X.7X.9 X.8

4" SAN

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2" SAN4" SAN

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3 TYP.

TYP.

3 TYP.

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION DOCUMENTS

SUBMISSION - ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical:

B500 KEY PLAN

AREA A

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

ISSUED FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION 11/01/2017

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P-104A

PLUMBING SANITARY SEWER PLAN - FOURTH

FLOOR INTERSTITIAL - AREA A

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175

Mat Perkins

P2S Engineering

5000 East Spring Street, 8th Floor

Long Beach, CA 90815

(562) 497-2999

Mikhail Fuks, P.E.

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

11301 Wilshire Blvd., Los Angeles, CA 90073

691-17-104WL

B500

NOVEMBER 17, 2017 M. PERKINS K. LUKE

1/8" = 1'-0"

PLUMBING SANITARY SEWER PLAN - FOURTH FLOOR INTERSTITIAL - AREA A

1 PROVIDE NEW SANITARY DRAIN PIPING. SEE P-600 SERIES

FOR FIXTURE AND PIPE SCHEDULES AND A-100 SERIES FOR

FIXTURE LOCATIONS.

2 POINT OF NEW CONNECTION, SEE DETAIL 1/P-501.

3 POINT OF CONNECTION OF NEW RISER TO EXISTING FIXTURE

TYP.

KEYNOTES

A. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR

SMOKE RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK

AREA. PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL

HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING

MATERIAL. SEE PLUMBING FLOOR PLAN DRAWINGS FOR ADDITIONAL

INFORMATION.

B. CONTRACTOR SHALL COORDINATE ALL PLUMBING PIPING, WITH

STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

C. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER

FROM THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE

THE LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN

TO BE MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT

SHOULD CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

D. CONTRACTOR TO PROVIDE DIELECTRIC UNION FOR PROTECTION AS

REQUIRED AT CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

E. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED

TO COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND

PAINT AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

F. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

G. PHASING SCHEDULE SHALL BE BASED UPON MINIMIZING DISRUPTIONS

TO EXISTING BUILDING OPERATION.

H. CONTRACTOR SHALL PROVIDE BARRIERS AS REQUIRED TO PREVENT

CONTAMINATION FROM SEWAGE SPILLS AND WASTE MATTER. STATIC-

FREE DUST BARRIERS FORMED WITH PLASTIC SHEETS SHALL BE

PROVIDED (USING FACILE OR GRIFFOLYN WITH FIRE RATING) WITH THE

APPROVAL OF THE COR.

I. WASTE AND VENT PIPING IS SLOPED AT 1/4" PER 100' (2%).

J. IN THE EVENT THE CONTRACTOR ENCOUNTERS ASBESTOS CONTAINING

MATERIAL, ALL WORK WITHIN THE AFFECTED AREA SHALL IMMEDIATELY

STOP AND THE CONTRACTOR SHALL NOTIFY THE COR. NO WORK MAY

RESUME WITHOUT COR'S WRITTEN PERMISSION.

K. ABANDON OR REMOVE DISCONNECTED PORTIONS OF EXISTING PIPING

AS NECESSARY TO MAKE NEW CONSTRUCTION POSSIBLE.

L. THE SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN

ACCORDANCE WITH GUIDELINES FOR SEISMIC RESTRAINTS OF

PLUMBING SYSTEMS PUBLISHED BY SMACNA.

M. SEISMIC PIPE BRACING SHALL CONFORM TO VA PLUMBING AND

SEISMIC DESIGN MANUALS, H-18-8 .

N. FOR THE PROJECT PHASES AND STAGES, ALL NEW REPLACEMENT

PIPING SHALL BE INSTALLED WITH THE MOST CURRENT REQUIREMENT

FOR SEISMIC RESTRAINTS.

O. ALL WORK ON SANITARY SEWER AND CHEMICAL WASTE AND VENT

PIPING SHALL BE IN ACCORDANCE WITH VA SPECIFICATIONS: 22 05 11,

22 08 00, 22 13 00 AND 22 66 00 AND THE VA PLUMBING DESIGN MANUAL,

2014 OR MOST CURRENT VERSION.

P. ALL NEW SANITARY AND CHEMICAL WASTE PIPING SHALL BE DATE

STAMPED ACCORDING TO SPECIFICATIONS: 22 13 00, 22 66 00 AND 09 91

00. PIPE COUPLING SLEAVE COLOR SHALL BE GREEN AND DISTINCT

FROM EXISTING PIPING TO REMAIN.

Q. NO VENT PIPING HAS BEEN IDENTIFIED AS DEFECTIVE TO BE

REPLACED. MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACMENT.

R. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TIMES

OF SHUT DOWN TO MAKE CHANGES TO SANITARY DRAINAGE.

THIS SHOULD BE DONE AT LEAST 2 WEEKS IN ADVANCE.

GENERAL SHEET NOTES

Revisions: Date:

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

ALL SANITARY

DRAIN PIPING IN

THIS AREA IS NEW

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No. M35363

M

I K H A I L F U K

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ME C H A N I C A L

06/30/2019

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9 8 7 6 5 4 3 2 1

STAIR #15

STAIR #16

CHASE #4

CHASE #1

CHASE #3

CHASE #2

4" SAN

4" SAN

2" SAN

3" SAN

4" SAN

2" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" SAN

4" SAN

4" SAN

3"…