36C25818B0332-043.pdf

S02 ATTACHMENT 22--DRAWINGS 1 General

Drawings

GENERAL

PAGES 1-2

691-17-104WL

RETROFIT SEWER SYSTEM B500 1ST 5TH 6TH

FLOOR

PROJECT REVIEW

DATE: APPROVED: VA PROJECT ENGINEER

DATE: APPROVED: CHIEF, PROJECT SECTION

DATE: APPROVED: CHIEF, MAINTENANCE AND OPERATIONS OFFICE

DATE: APPROVED: CHIEF, ENGINEERING DEPARTMENT

DATE: APPROVED: CHIEF, ENV. OF CARE DEPARTMENT

DATE: APPROVED: CHIEF, ENV. MANAGEMENT DEPARTMENT

DATE: APPROVED: DIRECTOR, FACILITIES MANAGEMENT

DATE: APPROVED: CHIEF, MEDICAL OFFICER

DATE: APPROVED: VP, ADMINISTRATION SUPPORT DATE: APPROVED: C.E.O.

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VA: B500

OHIO AVE

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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:

AREA D

B500 KEY PLAN

AREA B

AREA A

AREA C

A1A2

C1C2

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

100% CONSTRUCTION DOCUMENTS SUBMISSION - ISSUED FOR CONSTRUCTION

11/01/2017

95% CONSTRUCTION DOCUMENTS - OWNER REVIEW

11/20/2017

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G-000

GENERAL COVER SHEET AND DRAWING INDEX

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 20, 2017 M. PERKINS K. LUKE

VA GREATER LOS ANGELES HEALTH CARE SYSTEM

(VAGLAHCS)

CLIENT:

Department of Veterans Affairs, West Los Angeles

Francisco Silva VISN 22 Contracting Officer's Representative

11301 Wilshire Blvd.

Los Angeles, CA 90073

ISSUED FOR CONSTRUCTION

100% CONSTRUCTION DOCUMENTS SUBMISSION

NOVEMBER 20, 2017

TASK ORDER NO.:

VA262-17-J-3853

VISN 22 PROJECT NO.: 691-17-104WL

RETROFIT SEWER SYSTEM B500

FIRST, FIFTH & SIXTH FLOORS

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

_____________________________SIGNATURE ________________DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

THE SEWER SYSTEM RETROFIT IS TO BE BID AS A STAND-ALONE PROJECT, COMPLETE,

FULLY COMMISSIONED AND OPERATIONAL.

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING AND

WRITTEN REPORTS FOR ALL DIVISIONS (PAID BY THE GENERAL CONTRACTOR).

CONTRACTOR SHALL EMPLOY THIRD-PARTY INSPECTION CONSULTANTS TO PERFORM ALL

INSPECTIONS REQUIRED BY THIS CONTRACT. THE VA HAS NO INSPECTION CAPABILITY.

ANY REFERENCE TO VA INSPECTIONS SHALL BE A THIRD-PARTY INSPECTOR QUALIFIED TO

PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED TO THE VA/AE AS REQUIRED BY

THIS CONTRACT. ALL INSPECTIONS, TESTING, CERTIFICATIONS, AND PERMITS ARE TO BE

PAID FOR BY THE GENERAL CONTRACTOR. THE VA WILL NOT PAY FOR OR PERFORM ANY

REQUIRED INSPECTIONS. VA INSPECTIONS ARE FOR VA USE ONLY, WHEN PERFORMED,

AND DO NOT REDUCE THE INSPECTION BURDEN ON THE CONTRACTOR.

VICINITY MAP

SCOPE OF WORK:

THIS PROJECT WILL REPLACE AGED AND DAMAGED SANITARY SEWER AND CHEMICAL WASTE

PIPING IN THE INTERSTITIAL SPACES BELOW THE FIRST, FIFTH AND SIXTH FLOORS OF

BUILDING 500. ALL WASTE PIPE BELOW THE FIRST, FIFTH AND SIXTH FLOORS WAS SURVEYED

AND EVALUATED BY THE A/E FOR REPLACEMENT. PIPING TO BE REPLACED WITH NEW IS

INDICATED ON THE PLUMBING DRAWINGS AND INCLUDES EXPOSED HORIZONTAL DRAIN LINES,

RISERS OF BOTH SANITARY AND CHEMICAL WASTE SYSTEMS. THIS PROJECT WILL REPLACE

PIPE UP TO THE FIXTURE CONNECTIONS. EXISTING PLUMBING FIXTURES AND DRAIN PIPE

THROUGH THE FLOORS ARE TO REMAIN IN PLACE. NO VENT PIPING HAS BEEN IDENTIFIED AS

DEFECTIVE REQUIRING REPLACEMENT, MONITOR EXISTING VENT PIPING FOR FUTURE

REPLACEMENT. EXISTING SEISMIC PIPE BRACING IS THE BE RETAINED AND REUSED WHERE

POSSIBLE.

- DRAWING INDEX -

PAGE NUMBER SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

100% CD

GENERAL

1 G-000 GENERAL COVER SHEET AND DRAWING INDEX Yes Yes Yes

2 G-001 GENERAL NOTES, SYMBOLS AND SCHEDULES Yes Yes Yes

ARCHITECTURE

3 AS100 ARCHITECTURAL SITE PLAN No Yes Yes

4 A-101 ARCHITECTURAL PLAN - FIRST FLOOR COMPOSITE Yes Yes Yes

5 A-101A1 ARCHITECTURAL PLAN - FIRST FLOOR - AREA A1 Yes Yes Yes

6 A-101A2 ARCHITECTURAL PLAN - FIRST FLOOR - AREA A2 Yes Yes Yes

7 A-101B ARCHITECTURAL PLAN - FIRST FLOOR - AREA B Yes Yes Yes

8 A-101C1 ARCHITECTURAL PLAN - FIRST FLOOR - AREA C1 Yes Yes Yes

9 A-101C2 ARCHITECTURAL PLAN - FIRST FLOOR - AREA C2 Yes Yes Yes

10 A-101D ARCHITECTURAL PLAN - FIRST FLOOR - AREA D Yes Yes Yes

11 A-105 ARCHITECTURAL PLAN - FIFTH FLOOR - COMPOSITE Yes Yes Yes

12 A-105A ARCHITECTURAL PLAN - FIFTH FLOOR - AREA A Yes Yes Yes

13 A-105B ARCHITECTURAL PLAN - FIFTH FLOOR - AREA B Yes Yes Yes

14 A-105C ARCHITECTURAL PLAN - FIFTH FLOOR - AREA C Yes Yes Yes

15 A-105D ARCHITECTURAL PLAN - FIFTH FLOOR - AREA D Yes Yes Yes

16 A-106 ARCHITECTURAL PLAN - SIXTH FLOOR - COMPOSITE Yes Yes Yes

17 A-106A ARCHITECTURAL PLAN - SIXTH FLOOR - AREA A Yes Yes Yes

18 A-106B ARCHITECTURAL PLAN - SIXTH FLOOR - AREA B Yes Yes Yes

19 A-106C ARCHITECTURAL PLAN - SIXTH FLOOR - AREA C Yes Yes Yes

20 A-106D ARCHITECTURAL PLAN - SIXTH FLOOR - AREA D Yes Yes Yes

21 A-201 ARCHITECTURAL EXTERIOR ELEVATIONS No Yes Yes

22 A-301 ARCHITECTURAL SECTIONS - BUILDING Yes Yes Yes

PLUMBING

23 P-001 PLUMBING LEGEND No No Yes

24 P-100A1 PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA A1 Yes Yes Yes

25 P-100A2 PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA A2 Yes Yes Yes

26 P-100B PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA B Yes Yes Yes

27 P-100C1 PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA C1 Yes Yes Yes

28 P-100C2 PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA C2 Yes Yes Yes

29 P-100D PLUMBING SANITARY SEWER PLAN - GROUND FLOOR INTERSTITIAL - AREA D Yes Yes Yes

30 P-104A PLUMBING SANITARY SEWER PLAN - FOURTH FLOOR INTERSTITIAL - AREA A Yes Yes Yes

31 P-104B PLUMBING SANITARY SEWER PLAN - FOURTH FLOOR INTERSTITIAL - AREA B Yes Yes Yes

32 P-104C PLUMBING SANITARY SEWER PLAN - FOURTH FLOOR INTERSTITIAL - AREA C Yes Yes Yes

33 P-104D PLUMBING SANITARY SEWER PLAN - FOURTH FLOOR INTERSTITIAL - AREA D Yes Yes Yes

34 P-105A PLUMBING SANITARY SEWER PLAN - FIFTH FLOOR INTERSTITIAL - AREA A Yes Yes Yes

35 P-105B PLUMBING SANITARY SEWER PLAN - FIFTH FLOOR INTERSTITIAL - AREA B Yes Yes Yes

36 P-105C PLUMBING SANITARY SEWER PLAN - FIFTH FLOOR INTERSTITIAL - AREA C Yes Yes Yes

37 P-105D PLUMBING SANITARY SEWER PLAN - FIFTH FLOOR INTERSTITIAL - AREA D Yes Yes Yes

38 P-501 PLUMBING DETAILS No No Yes

38 P-600 PLUMBING FIXTURE SCHEDULES - FIRST FLOOR No Yes Yes

39 P-601 PLUMBING FIXTURE SCHEDULES - FIRST FLOOR No Yes Yes

40 P-602 PLUMBING FIXTURE SCHEDULES - FIFTH FLOOR No Yes Yes

41 P-603 PLUMBING FIXTURE SCHEDULES - FIFTH FLOOR No Yes Yes

42 P-604 PLUMBING FIXTURE SCHEDULES - SIXTH FLOOR AND SUMMARY No Yes Yes

44 P-605 PIPE SCHEDULES No Yes Yes

45 P-700 PLUMBING CUTSHEETS No No Yes

46 P-901 PLUMBING PHOTOGRAPHS No Yes Yes

47 P-902 PLUMBING GRAPHICS Yes Yes Yes

48 P-903 PLUMBING GRAPHICS Yes Yes Yes

Revisions: Date:

11/20/2017

Expires 6.30.16Expires: 6/30/18

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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

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS.

WHEN REQUIRED BY 2016 CALIFORNIA BUILDING CODE STANDARDS ,

ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL

AUTHORITIES .

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY

THE CONTRACTOR(S) PRIOR TO FABRICATION AND CONSTRUCTION.

ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE

DRAWINGS, WHICH AFFECT THE SCOPE AND INTENT OF THE WORK

DESCRIBED IN CONSTRUCTION DOCUMENTS, SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT AND COR IMMEDIATELY.

4. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL

SCOPE OF WORK ONLY AND IS NOT INTENDED TO BE INCLUSIVE OF ALL

WORK REQUIRED TO COMPLETE FULL SCOPE OF WORK.

5. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD

VERIFIED. ALL DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND COR.

6. FIELD VERIFICATION: BEFORE BIDDING AND DURING CONSTRUCTION,

CONTRACTOR SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE

REFLECTED BY THE CONTRACT DOCUMENTS. REPORT DISCREPANCIES

TO ARCHITECT AND COR PRIOR TO BIDDING OR PERFORMING WORK

RELATED TO ANY DISCREPANCIES. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

7. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS,

SUBCONTRACT, OR MATERIAL CONFLICTS NOT BROUGHT TO THE

ARCHITECT'S AND COR'S ATTENTION PRIOR TO BIDDING, THE

CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE MORE COSTLY

TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

CONTRACTOR WORK EFFORT SHALL NOT DISRUPT OR OTHERWISE

IMPACT NORMAL VA OPERATIONS WITHOUT THE EXPRESS WRITTEN

CONSENT OF THE VA. THIS MAY REQUIRE THAT THE WORK EFFORT BE

PERFORMED DURING NON-WORKING HOURS.

8. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS

NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR SHALL

COORDINATE ITS WORK, WITH WORK INDICATED AS NIC.

9. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH

OWNER, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO

WORK, TIMING OF WORK, NOISY OPERATIONS, INTERRUPTION OF

UTILITIES, ETC. SEE SPECIFICATIONS.

10. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE

PLACEMENT OF EACH TRADE'S WORK SO THAT THERE ARE NO

CONFLICTS AND NO SYSTEM'S OPERATION OR FUNCTION IMPAIRED. IT

IS ESPECIALLY IMPORTANT TO COORDINATE PENETRATIONS

THROUGH FOUNDATIONS, FLOORS, WALLS AND CEILING SPACES. SEE

SPECIFICATIONS.

11. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO

ARCHITECT AND COR, BETWEEN DISSIMILAR METALS. SEE

SPECIFICATIONS.

12. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK PERMITS

TO BE COORDINATED WITH COR. SUBMIT CERTIFICATIONS AS

REQUIRED BY THE SPECIFICATIONS.

13. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED.

CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE

LAYOUT DRAWINGS HAVE BEEN APPROVED BY VA. SEE

SPECIFICATIONS 01 33 23 AND 22 05 11 FOR MORE DETAILS.

FIRE LIFE SAFETY NOTES

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING,

DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL

CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE

MEANS OF EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT

POSSIBLE TO MAINTAIN FIRE-RESISTIVE ASSEMBLIES, FIRE-RESISTIVE

CONSTRUCTION AND/OR MEANS OF EGRESS, TEMPORARY CONSTRUCTION

BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND

MAINTAINED AT ALL TIMES PER LOCAL FIRE DEPARTMENT.

2. FIRE DEPARTMENT WATER MAINS AND FIRE HYDRANTS SHALL BE

OPERATIONAL AT ALL TIMES AND SHALL BE IN ACCORDANCE WITH LOCAL

FIRE DEPARTMENT.

3. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR BUILDINGS UNDER

CONSTRUCTION. THE NUMBER AND TYPE OF EXTINGUISHERS SHALL BE AS

REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT.

4. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

5. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH

LOCAL FIRE CODES.

6. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL

TIMES PER LOCAL FIRE CODES.

7. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL

TIMES. TEMPORARY EXITING SHALL BE APPROVED BY THE STATE FIRE

MARSHAL OR BY THE LOCAL FIRE DEPARTMENT.

8. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

9. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE

FLAME-RETARDANT.

10. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING

ALTERATIONS. WHEN REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL

FIRE DEPARTMENT, HEAT DETECTORS MAY BE SUBSTITUTED FOR SMOKE

DETECTORS DURING ALTERATIONS.

11. ALL FIRE HYDRANTS, WATER SUPPLY TO FIRE HYDRANTS, AND FIRE

DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE INSTALLED, TESTED

AND PLACED IN SERVICE PRIOR TO AND DURING THE TIME OF

CONSTRUCTION. INSTALLATION MUST BE COORDINATED WITH LOCAL FIRE

DEPARTMENT IN THE FIELD.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS,

THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE

ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE

BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE,

CONTACT ARCHITECT AND COR PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER

THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH ARCHITECT AND COR PRIOR TO

CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT

BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP

DRAWINGS CONTRACTOR SHALL VERIFY DIMENSIONS AND RECOMMEND DIMENSIONAL

MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS,

REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR ELEVATIONS

AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS. MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO

CONTAIN DIMENSIONAL INFORMATION RELATED TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE

SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT ROUNDED,

BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION

TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE

16THS OF AN INCH, BUT STANDARD MASONRY CONSTRUCTION TOLERANCES MAY BE +/-

1/4").

FLOOR PLAN DIMENSIONS

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF

THE FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR,

FROM OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH

FACES OF MASONRY WALLS, OR BOTH FACES OF CONCRETE WALLS, ETC, UNLESS NOTED

OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS BETWEEN CANOPY COLUMNS, ARE

NOTED "CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES OF FINISHES.

5. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR

SEPARATION REQUIRED.

VERTICAL DIMENSIONS

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS

REFERENCED TO A GROUND ELEVATION ABOVE MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL

OR STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0" ARE "-" (PREFIXED WITH A MINUS

SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO

TOP OF DECKING OR SHEATING, BUT DO NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY

ARE IN LOAD-BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH

OPENINGS). HEIGHT REFERENCES SHOULD BE TO THE NEXT LOWER FINISH FLOOR

ELEVATION

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO.

EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE

WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES,

CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A

STEP OR VERTICAL "Z" AND INDICATES THE + OR - ELEVATION CHANGE IN INCHES FROM THE

FINISHED FLOOR ELEVATION (FFE) NEXT TO IT.

1 HALF-TONED OR LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED

BOLD LINES INDICATE EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY, AND SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES TO MEET APPROVAL OF

CODE AGENCIES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR

SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE OWNER RESERVES THE RIGHT

TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING

THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS, VOIDS OR PENETRATIONS

LEFT BY THE INSTALLATION OR CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO

MAINTAIN THE INTEGRITY OF THE WALL AND/OR ROOF.

5. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND DEMOLITION FOR RELATED

DEMOLITION WORK.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY

PORTABLE FIRE EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE

COURSE OF CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL EXTINGUISHERS

SHALL BE U.L. LABELED AND SHALL BE DRY CHEMICAL TYPE.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRINKLER SYSTEMS ARE TO BE MAINTAINED.

EXIT AND EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR

WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND

AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY

LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED.

EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE

POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE DIRECTION OF

EXIT OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND

CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES

1. BUILDING 500 IS EQUIPPED WITH RATED DOOR ASSEMBLIES AND THEY ARE

NOT AFFECTED WITH THIS PROJECT. EXISTING RATINGS ARE TO BE

MAINTAINED.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-

PROOFED IN AN APPROVED MANNER.

2. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS,

CONDUIT, ETC. SHALL BE SEALED WITH A UL APPROVED METHOD AND

MATERIAL APPROVED BY BUILDING, MEETING THE EXISTING FLOOR/ WALL

RATING.

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

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

X X X X X

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

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

PLAN REGIONS

= AREA OF WORK, REGION WITH PIPE

DEFECTS

= INTERSTITIAL LEVEL CATWALK

= CONTRACTOR STAGING/LAY-DOWN AREA

= CONTRACTOR SITE ACCESS PATH

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:

35% SCHEMATIC DESIGN SUBMISSION 09/14/2017

65% DESIGN DEVELOPMENT SUBMISSION 10/11/2017

100% CONSTRUCTION DOCUMENTS SUBMISSION - ISSUED FOR CONSTRUCTION

11/01/2017

95% CONSTRUCTION DOCUMENTS - OWNER REVIEW

11/20/2017

B

IM

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W

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P

M

G-001

GENERAL NOTES, SYMBOLS AND SCHEDULES

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 20, 2017 M. PERKINS K. LUKE

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES PLUMBING SYMBOL LEGEND

GENERAL DEMOLITION AND PHASING NOTES

SANITARY SEWER IMPAIRMENT

1. IMPAIRMENT OF EXISTING SANITARY SEWER AND VENT SYSTEM IN ORDER

TO INSTALL NEW PIPING SHALL BE LIMITED TO A MINIMUM AND SHALL BE

AUTHORIZED BY THE VA CHIEF ENGINEER AND PROJECT COR. BEFORE

AUTHORIZATION IS GIVEN, CONTRACTOR SHALL VERIFY THAT THE

FOLLOWING ITEMS ARE ACCOMPLISHED:

A. DETERMINE THE EXACT AREA OR LOCATION OF THE INTENDED

IMPAIRMENT AND DURATION.

B. NOTIFY THE CHIEF ENGINEER AND COR OF THE AFFECTED AREA OF THE

IMPAIRMENT.

2. WHEN THE IMPAIRED SANITARY SEWER AND VENT SYSTEM IS RESTORED

TO NORMAL WORKING ORDER, PROVIDE VERIFICATION OF THE FOLLOWING:

A. VERIFY ALL NEW CONNECTIONS TO THE SANITARY SEWER AND VENT

SYSTEM ARE TESTED AND PROVEN TO HAVE NO LEAKAGE. PER THE

CONSTRUCTION DOCUMENTS AND SPECIFICATIONS

B. ADVISE CHIEF ENGINEER AND COR THAT THE PIPING SERVICE HAS

BEEN FULLY RESTORED.

3. INTERRUPTION OF EXISTING CHEMICAL-WASTE SERVICE: DO NOT

INTERRUPT CHEMICAL-WASTE SERVICE TO FACILITIES OCCUPIED UNLESS

PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER

ARRANGING TO PROVIDE TEMPORARY CHEMICAL-WASTE SERVICE

ACCORDING TO REQUIREMENTS INDICATED:

A. PROVIDE WRITTEN NOTICE TO COR NO FWER THAN 21 DAYS IN

ADVANCE OF PROPOSED INTERRUPTION OF CHEMICAL WASTE SERVICE.

B. DO NOT PROCEED WITH INTERRUPTION OF CHEMICAL-WASTE SERVICE

WITHOUT COR'S WRITTEN PERMISSION.

INFECTION CONTROL PLAN

1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN FOR

INFECTION CONTROL TO CHIEF ENGINEER AND COR PRIOR TO STARTING

THE PROJECT, PROVIDE THE FOLLOWING ITEMS AS A MINIMUM

REQUIREMENT:

A. TEMPORARY SEWER BYPASS AND PUMP STATION.

B. REMOVAL OF OLD SEWER LINES, WASTE WATER AND SPILL.

C. NEW AND EXISTING SEWER LINES MUST BE SEALED LIQUID TIGHT.

D. EXISTING SEWER PIPES SHALL BE DISPOSED AS HAZARDOUS WASTE.

E. PROTECTION SURROUNDING AREA AND FLOOR FROM SPILLS.

F. PROVIDE INFECTION CONTROL BARRIERS FOR THE WORKING AREA. NOTE:

THE A/E USED DESIGN DRAWINGS PROVIDED BY THE VA FOR FLOOR PLANS AND PLUMBING FIXTURE LOCATIONS. IT IS BEYOND THE SCOPE OF THIS PROJECT TO VERIFY ALL FIXTURE LOCATIONS. ALL SANITARY SEWER AND CHEMICAL-WASTE PIPE WAS LOCATED USING SITE SURVEYS AND LIDAR SURVEYS WHICH GENERATED POINT CLOUD MODELS. ALL PIPE GRADING WAS DEVELOPED USING SITE SURVEYS BY A QUALIFIED PLUMBING ENGINEER. WHERE POSSIBLE, THE AGE, TYPE AND EXPECTED LONGEVITY OF IN-PLACE PIPING HAS BEEN RECORDED AND USED AS THE BASIS FOR RETROFIT

RECOMMENDATIONS.

OWNER SUBMITTAL COMMENTS AND A/E RESPONSES

Revisions: Date:

SEISMIC PIPE BRACING NOTES

1. SANITARY SEWER AND CHEMICAL-WASTE PIPING TO BE REPLACED UNDER THIS

PROJECT HAS EXISTING/CERTIFIED SEISMIC BRACING. EXISTING SEISMIC BRACING

SHALL BE RETAINED AND REUSED TO BRACE NEW PIPING.

2. NEW PIPING SHALL BE SISTERED UP TO EXISTING PIPING UNTIL EXISTING SEISMIC

SUPPORTS ARE CONNECTED TO NEW SANITARY AND CHEMICAL-WASTE PIPING.

3. WHERE EXISTING SEISMIC BRACING IS NOT PROVIDED OR IS UNABLE TO BE REUSED,

PROVIDE EQUIPMENT SUPPORTS AND ANCHORING DEVICES TO WITHSTAND THE

SEISMIC DESIGN FORCES, SO THAT WHEN SEISMIC DESIGN FORCES ARE APPLIED, THE

EQUIPMENT CANNOT DISPLACE, OVERTURN OR BECOME INOPERABLE.

4. PROVIDE ANCHORAGES IN CONFORMANCE WITH RECOMMENDATIONS OF THE PIPING

MANUFACTURER AND AS SHOWN ON APPROVED SHOP DRAWINGS AND CALCULATIONS.

5. SEISMIC BRACING AND ANCHORAGE OF PIPING SHALL BE IN ACCORDANCE WITH

GUIDLINES FOR SEISMIC RESTRAINTS OF PLUMBING SYSTEMS PUBLISHED BY SMACNA;

VA PLUMBING AND SEISMIC DESIGN MANUALS (H-18-8); AND SPECIFICATION SECTION 13

05 41.

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