S02 - Attachment 02 - Drawings Issued for Construction - 12 pages.pdf

LOCATION MAP

NOT TO SCALE

AREA MAP

NOT TO SCALE

TRUE

NORTH

TRUE

NORTH

PLAN

NORTH

PLAN

NORTH

PROJECT LOCATION

PROJECT LOCATION

PROVIDE DEDICATED STEAM

SUPPLY LINE TO SPS

PROJECT NUMBER: 672-23-108

100% DESIGN SUBMISSION

SAN JUAN VA MEDICAL CENTER

10 CASIA STREET

SAN JUAN, PR 00921 33201 USA

SHEET INDEX

GI001

SHEET

NO. DRAWING TITLE

GENERAL

SHEET

NO.

COVER SHEET

MECHANICAL

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTESM001

SUB-BASEMENT LEVEL - DEMOLITION MECHANICAL PLANMD101

SUB-BASEMENT LEVEL - ENLARGED DEMOLITION MECHANICAL PLANMD401

SUB-BASEMENT LEVEL - NEW WORK MECHANICAL PLANM101

MECHANICAL NOTESM002

BASEMENT LEVEL - NEW WORK MECHANICAL PLANM102

BOILER PLANT ROOF LEVEL - NEW WORK MECHANICAL PLANM103

SUB-BASEMENT LEVEL - ENLARGED NEW WORK MECHANICAL PLANM401

MECHANICAL DETAILSM501

MECHANICAL DETAILSM502

MECHANICAL SCHEDULESM601

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

COVER SHEET

GI001

11/25/2024 panderson Text Box

ISSUED FOR CONSTRUCTION

panderson Rectangle

PIPING SYMBOLS AND ABBREVIATIONSHVAC SYMBOLS AND ABBREVIATIONS

EXISTING DUCT TAG

OVAL DUCT SIZE TAG (WIDTH / HEIGHT)

SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)

ROUND DUCT SIZE TAG (DIAMETER)

DUCT BEING DEMOLISHED

RECTANGULAR SUPPLY/OUTSIDE AIR

DUCT RISE

RECTANGULAR RETURN/TRANSFER AIR

DUCT RISE

ROUND SUPPLY/OUTSIDE AIR DUCT RISE

ROUND RETURN/TRANSFER AIR DUCT RISE

RECTANGULAR EXHAUST/RELIEF AIR

DUCT RISE

DROP

DROP

DROP

DROP

DROP

DROP ROUND EXHAUST/RELIEF AIR DUCT RISE

CONTINUATION SYMBOL

NUMBER OF SHEET WHERE DETAIL APPEARS

NUMBER OF DETAIL ON SHEET

REVISION NUMBER - SHOWN ON PLANS

GENERAL MECHANICAL SYMBOLS

ROOM NAME AND NUMBER

CONNECT NEW TO EXISTING

EXISTING PIPE TAG

AREA NOT IN CONTRACT

PIPING BEING DEMOLISHED

PIPE SIZE TAG (DIAMETER)

LIMIT OF DEMOLITION

NEW WORK NOTES

DEMOLISHED WORK NOTES

ACCESS DOOR ON TOP OF DUCT

ACCESS DOOR ON SIDE OF DUCT

ACCESS DOOR ON BOTTOM OF DUCT

SHEET NOMENCLATURE

M P # # #

SERIES

0 - SYMBOLS AND NOTES

1 - PLAN VIEWS

3 - ELEVATIONS AND SECTIONS

4 - LARGE SCALE - PLANS AND SECTIONS

5 - SCHEMATICS AND DETAILS

6 - SCHEDULES

8 - CONTROLS

EQUIPMENT

TAG

EQUIPMENT TAG

SYMBOL

TYPE (SEE SCHEDULE)

CFM

ACTIVE SLOT LENGTH

(PLENUM LENGTH)

GRILLES, REGISTERS & DIFFUSERS TAG

DAMPER TAGS AND ABBREVIATIONS

PROJECT ABBREVIATIONS

DATA DEVICE TAGS AND ABBREVIATIONS

MECHANICAL EQUIPMENT TAGS

CONDENSER WATER SUPPLY (FROM TOWER)

CONDENSER WATER RETURN (TO TOWER)

HOT WATER HEATING SUPPLY

HOT WATER HEATING RETURN

LOW PRESSURE STEAM (15 PSIG AND BELOW)

LOW PRESSURE STEAM CONDENSATE RETURN

MEDIUM PRESSURE STEAM (16 PSIG THRU 59 PSIG)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

PUMPED CONDENSATE DISCHARGE

HIGH PRESSURE STEAM (60 PSIG AND ABOVE)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

GLYCOL-WATER HEATING SUPPLY

GLYCOL-WATER HEATING RETURN

STEAM VENT PIPE

REFRIGERANT SUCTION AND REFRIGERANT LIQUID

CHILLED WATER SUPPLY

CHILLED WATER RETURN

MAKE-UP WATER

DRAIN PIPING

CONDENSATE DRAIN

FEEDWATER PUMP DISCHARGE

FEEDWATER PUMP SUCTION

CONDENSATE TRANSFER PUMP DISCHARGE

CONDENSATE TRANSFER PUMP SUCTION

CONTINUOUS BLOWDOWN

BOILER WATER SAMPLE

BOILER BLOWOFF

FEEDWATER SAMPLE (FROM DEAERATOR)

OVERFLOW

COMPRESSED AIR

NATURAL GAS MAIN FUEL

NATURAL GAS IGNITER FUEL

FUEL OIL SUPPLY

FUEL OIL RETURN

SOFTENED WATER

SUPPLY

DIFFUSER

NECK SIZE

CFM

RETURN

GRILLE

EXHAUST

GRILLE

DOMESTIC COLD WATER

DOMESTIC HOT WATER

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER

DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS

SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS.

DESCRIPTION DESCRIPTION

M

VALVE SYMBOLS AND ABBREVIATIONS

SCHEMATIC VIEW ELEVATION VIEW NAME AND ABBREVIATIONS

GATE VALVE - GV

GLOBE VALVE - GLBV

CHECK VALVE - CV

ANGLE GLOBE VALVE - AGLBV

BUTTERFLY VALVE - BFV

BALL VALVE - BV

THREE WAY VALVE - TWV

PRESSURE REGULATING VALVE - PRV

PRESSURE SAFETY VALVE - PSV

PLUG VALVE - PV

WYE STRAINER

WYE STRAINER (WITH BALL VALVE

AND HOSE CONNECTION)

WYE STRAINER WITH VALVED DRAIN

AND QUICK-COUPLE HOSE CONNECTOR

FLEXIBLE CONNECTION

MODULATING CONTROL VALVE

MODULATING CONTROL BUTTERFLY

VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL

VALVE

THREE-WAY TWO POSITION CONTROL

VALVE

AUTOMATIC BALANCING CONTROL

VALVE

CIRCUIT SETTER VALVE

WATER BALANCE DEVICE

GATE VALVE WITH GLOBE-VALVED

BYPASS

CONTROL VALVE (CV) - FLOAT-

OPERATED

WATER LEVEL CONTROLLER

FLOW METER

GENERAL PIPING SYMBOLS

DIRECTION OF PIPE PITCH (DOWN)

DIRECTION OF FLOW

ANCHOR

REDUCER OR INCREASER

ECCENTRIC REDUCER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

CAPPED OUTLET

RISE OR DROP IN PIPE

PIPE UP

PIPE DOWN

EXPANTION LOOP - SEE SCHEDULE AND DETAIL

STEAM TRAP INCLUDING PIPING ACCESSORIES

SEE DETAIL

THERMOMETER

PRESSURE GAGE

VENTURI FLOW METER

REFRIGERANT SIGHT GLASS

TEST PLUG (PRESSURE/TEMPERATURE)

UNION

AUTOMATIC AIR VENT

MANUAL AIR VENTMV

QUICK-COUPLE HOSE CONNECTOR

SYMBOLS SYMBOLS NAME

LPS

LPR

MPS

MPR

HPS

HPR

PCD

SV

HWS

GHS

HWR

GHR

RS/RL

CWS

CWR

CHS

CHR

MW

D

CD

FWPD

FWPS

CTPD

CTPS

BO

CBD

BWS

FWS

OFL

A

G

G(I)

FOS

FOR

SW

DCW

DHW

(E) 2"

(E) 2"

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

NITROGEN DIOXIDE SENSOR

HUMIDITY SENSOR

HUMIDISTAT

TEMPERATURE & HUMIDITY

SENSOR

DISPLAY

THERMOSTAT

SENSOR

PRESSURE SENSOR

RTU-XX

TU-XX

(E)RTU-XX

(E)TU-XX

VAV BOX

48"x2 1/2"

(E)LINEAR BAR

GRILLE

6"Ø A

8"Ø

B

6"x6" C

Room

22"x8"

22"/8"

22"Ø

(E)22"Ø

FD

SD

AVD

MVD

BDD

FSD

MANUAL VOLUME

DAMPER

BACKDRAFT DAMPER

COMBINATION

FIRE/SMOKE

DAMPER

FIRE DAMPER

SMOKE DAMPER

AUTOMATIC VOLUME

DAMPER

AD

TH

S

DIS

T

H

CO2

CO

HS

NO2

PS

IRH INFRARED HEATER

IU INDUCTION UNIT

JB JUNCTION BOX

JL JUSTIFIED LEFT

JR JUSTIFIED RIGHT

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL

KW KILOWATT

KWH KILOWATT HOUR

LOOP LOCK ONLY OPEN POSITION

LVG LEAVING

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METERS PER SECOND

(OR METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKE-UP AIR UNIT

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1,000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOCP MINIMUM OVERCURRENT PROTECTION

MOV MOTOR OPERATED VALVE

MTD MEAN TEMPERATURE DIFFERENCE

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD

AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD

REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTDOOR AIR DAMPER

OD OUTSIDE DIAMETER

P PUMP

Pa PASCAL

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE)

STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH –

ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PTAC PACKAGED TERMINAL AIR

CONDITIONER

QNTY QUANTITY

RA RETURN AIR

RAF RETURN AIR FAN

RAT RETURN AIR TEMPERATURE

RD REFRIGERANT DISCHARGE

REA RELIEF AIR

RF RETURN FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RUN LOAD AMPERE

RO REVERSE OSMOSIS

RPM REVOLUTIONS PER MINUTE

RS/RL REFRIGERANT SUCTION AND

REFRIGERANT LIQUID

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SCFM STANDARD CUBIC FEET PER MINUTE

SCR SILICON CONTROLLED RECTIFIER

SEA SMOKE EXHAUST AIR

SEN SENSIBLE HEAT

SF SUPPLY FAN

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

SSR SOLID SEPARATOR

ST STEAM TRAP

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UH UNIT HEATER

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VP VACUUM PUMP

VR VACUUM (STEAM CONDENSATE)

RETURN

W WATTS

Wb WET-BULB (TEMPERATURE)

WFMS WATER FLOW MEASURING STATION

WG WATER GAGE

WPD WATER PRESSURE DROP

YR YEAR

EJ EXPANSION JOINT

ENT ENTERING

ERC ELECTRIC REHEAT COIL

ERP ELECTRIC RADIANT PANEL

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

ETO ETHYLENE OXIDE

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

FA FREE AREA

FCU FAN COIL UNIT

FD FLOOR DRAIN

FF FINAL FILTER

FM FLOW METER

FOP FUEL OIL PUMP

FOT FLAT ON TOP

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPU FAN POWERED TERMINAL UNIT

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GS GALVANIZED STEEL

H HUMIDIFIER

HB HOSE BIBB

HC HEATING COIL

HD HOOD

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HRC HEAT RECOVERY COIL

HRP HYDRONIC RADIANT (CEILING) PANEL

HRW HEAT RECOVERY WHEEL

HSTAT HUMIDISTAT

HVU HEATING AND VENTILATING UNIT

HWC HOT WATER COIL

HWP HEATING HOT WATER PUMP

HTX HEAT EXCHANGER

HZ HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ID INSIDE DIAMETER

IFB INTEGRAL FACE AND BYPASS

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IPLV INTEGRATED PART LOAD VALUE

A/E ARCHITECT / ENGINEER

AAV AUTOMATIC AIR VENT

ACD AUTOMATIC CONTROL DAMPER

AD ACCESS DOOR

AF AFTER FILTER

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR-HANDLING UNIT

AMP AMPERE

APD AIR PRESSURE DROP

AS AIR SEPARATOR

B BOILER

BAS BUILDING AUTOMATION SYSTEM

BBR BASE BOARD RADIATOR

BE BOTTOM ELEVATION

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

CV CONSTANT AIR VOLUME

CC COOLING COIL

CD COOLING COIL CONDENSATE DRAIN

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CH CHILLER

CHP CHILLED WATER PUMP

CHS/R CHILLER WATER

CL CENTER LINE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

COR CONTRACTING OFFICER

REPRESENTATIVE

CP CONDENSATE PUMP

CST CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CWP CONDENSER WATER PUMP

DDC DIRECT DIGITAL CONTROLS

DIA DIAMETER

DI DEIONIZED WATER

DP DEW POINT TEMPERATURE

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC EVAPORATIVE COOLER

ECC ENGINEERING CONTROL CENTER

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

ES EMERGENCY GAS SHUTOFF

EGT ENTERING GLYCOL TEMPERATURE

EH EXHAUST HOOD

NECK SIZE

CFM

NECK SIZE

CFM

(S) STEAM

(H) HVAC

(P) PIPING

(D) DEMO

MECHANICAL

SERIES

LC

EL-00

DST-00

WINTER 69.4°F DB

SUMMER 91.0°F db/77.7°F wb

PERFORMANCE AND DESIGN DATA

OUTDOOR AIR CONDITIONS

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

M001

MECHANICAL SHEET INDEX

SHEET

NUMBER SHEET TITLE

M001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

M002 MECHANICAL NOTES

MD101 SUB-BASEMENT LEVEL - DEMOLITION MECHANICAL PLAN

MD401 SUB-BASEMENT LEVEL - ENLARGED DEMOLITION MECHANICAL PLAN

M101 SUB-BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

M102 BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

M103 BOILER PLANT ROOF LEVEL - NEW WORK MECHANICAL PLAN

M401 SUB-BASEMENT LEVEL - ENLARGED NEW WORK MECHANICAL PLAN

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

11/25/2024 panderson Text Box

ISSUED FOR CONSTRUCTION

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

MECHANICAL NOTES

M002

A. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS, BOTH

EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS, AS WELL AS

THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT

LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND

OTHER SYSTEMS INVOLVED ON THIS PROJECT.

B. FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM AND

SHALL CONFORM TO ALL CURRENT REQUIREMENTS FOUND IN THE UNITED

STATES DEPARTMENT OF VETERANS AFFAIRS TECHNICAL INFORMATION

LIBRARY, INCLUDING BUT NOT LIMITED TO THE PHYSICAL SECURITY MANUAL,

HVAC DESIGN MANUAL, AND STEAM, HEATING HOT WATER, AND OUTSIDE

DISTRIBUTION SYSTEM DESIGN MANUAL. ALL WORK SHALL ALSO CONFORM

TO ALL FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO

THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL

CODE.

C. INSTALL ALL EQUIPMENT AND DEVICES IN ACCORDANCE WITH THEIR

RESPECTIVE MANUFACTURER’S INSTALLATION INSTRUCTIONS AT A LEVEL OF

QUALITY AND WORKMANSHIP CONSISTENT WITH THESE DOCUMENTS. ANY

DEVIATIONS BETWEEN THE INSTALLATION INSTRUCTIONS AND THESE

DOCUMENTS WILL BE BROUGHT TO THE ATTENTION TO THE COR BEFORE ANY

COURSE OF ACTION BY THE CONTRACTOR IS INITIATED, INCLUDING

PURCHASE OF EQUIPMENT.

D. CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED AND ILLUSTRATED

IN THESE DRAWINGS. LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS

INDICATED ON THESE DRAWINGS ARE APPROXIMATE AND SUBJECT TO

ADJUSTMENTS IN THE FIELD. OFFSET DUCTS, PIPING, AND SHIFT EQUIPMENT

AS REQUIRED TO AVOID INTERFERENCE AND CONFLICTS IN THE FIELD.

COORDINATE DUCT AND PIPE ROUTING AND EQUIPMENT LOCATIONS WITH

PLUMBING AND ELECTRICAL INSTALLATIONS AND WITH BUILDING

STRUCTURAL MEMBERS.

E. THESE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT TO

BE SCALED. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE

SITE AND COMPLETE MEASURED SURVEY AND CREATE LAYOUT DRAWINGS AS

REQUIRED BY THE SPECIFICATIONS. WORK SHALL NOT BEGIN UNTIL ALL

LAYOUT DRAWINGS ARE APPROVED BY THE COR.

F. DUCT SIZES INDICATED ARE MINIMUM CLEAR INSIDE DIMENSIONS. WHERE

DUCT LINER OCCURS, INCREASE SHEET METAL DUCT SIZES TO

ACCOMMODATE LINER.

G. DUCT AND PIPE SUPPORTS ARE NOT SHOWN ON DRAWINGS.

H. SUPPORT ALL DUCTS, PIPING, AND EQUIPMENT FROM PRIMARY BUILDING

STRUCTURAL MEMBERS. PROVIDE ADDITIONAL STRUCTURAL MEMBERS

WHERE NECESSARY TO ACCOMPLISH THIS REQUIREMENT.

I. NEW AND EXISTING SUPPORT, RODS, AND ASSOCIATED APPURTENANCES

SHALL NOT RESTRICT EQUIPMENT SERVICE AND MAINTENANCE ACCESS.

EXISTING SUPPORTS SHALL BE MODIFIED TO PROVIDE FOR EQUIPMENT

SERVICE AND MAINTENANCE ACCESS.

J. DUCT SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH SMACNA HVAC

DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE -SECOND EDITION

EXCEPT THAT HANGER WIRE SHALL NOT BE USED TO SUPPORT DUCTS OR

EQUIPMENT, AND HANGERS THAT REQUIRE PENETRATION OF DUCT WITH

BOLTS, RIVETS, SCREWS, WIRES OR ANY OTHER FASTENER SHALL NOT BE

USED.

K. CONTRACTOR SHALL REWORK EXISTING HANGERS AND OTHER SUPPORT FOR

DUCT AND PIPING TO COORDINATE WITH NEW EQUIPMENT AND WALL

LOCATIONS. ADD SUPPORT (TRAPEZE, CLEVIS, ETC) AT EQUIPMENT AND ON

EACH SIDE OF NEW WALLS SO FULL WEIGHT OF DUCT AND PIPING IS

SUPPORTED FROM STRUCTURE AND EQUIPMENT AND NEW WALLS BEAR NO

WEIGHT.

L. CONTRACTOR SHALL PROVIDE A LIST OF ALL MECHANICAL EQUIPMENT,

DEVICES, AND ALL APPURTENANCES REQUIRING POWER TO THE COR FOR

REVIEW AND APPROVAL AS PART OF COORDINATION FOR THIS PROJECT. LIST

ALL ELECTRICAL REQUIREMENT CHARACTERISTICS, INCLUDING BUT NOT

LIMITED TO VOLTAGE, AMPERAGE, PHASE, DISCONNECTING MEANS, OVER

CURRENT PROTECTION AND ALL CHARACTERISTICS FOR A FULLY

FUNCTIONAL AND COORDINATED SYSTEM. REFER TO ELECTRICAL DRAWINGS

FOR VOLTAGE REQUIREMENTS OF ALL EQUIPMENT.

M. CONTROL DEVICES ASSOCIATED WITH THE WORK OF THIS PROJECT SHALL BE

RELOCATED AS NECESSARY SO THAT THE FINAL PRODUCT RESULTS IN A

FULLY FUNCTIONAL AND FULLY ACCESSIBLE SYSTEM. CONTRACTOR SHALL

RELOCATE ALL EXISTING CONTROLS, SENSORS, PROBES, OR OTHER DEVICES

AND PROVIDE NEW WIRING, CONDUIT, AND/OR TUBING TO EXTEND SUCH

DEVICES AS NECESSARY TO PRODUCE A FULLY FUNCTIONAL SYSTEM EQUAL

OR BETTER THAN EXISTING. PROTECT AND STORE ALL SUCH RELOCATED

DEVICES.

GENERAL MECHANICAL NOTES DEMOLITION MECHANICAL NOTES

A. EQUIPMENT INDICATED TO BE REMOVED SHALL BE REMOVED FROM THE

PROJECT SITE IN ITS ENTIRETY INCLUDING ALL HANGERS, ELECTRICAL

CONDUIT, WIRING, JUNCTION BOXES, PIPING, CONTROLS, ACCESSORIES AND

ALL APPURTENANCES THAT ARE RENDERED USELESS OR ABANDONED BY

THE REMOVAL OF THE INDICATED EQUIPMENT.

B. WHERE THESE DOCUMENTS REQUIRE REMOVAL OF DUCTWORK, PIPING,

EQUIPMENT OR ASSOCIATED APPURTENANCES, CONTRACTOR SHALL

PROTECT ALL EXISTING-TO-REMAIN COMPONENTS FROM DAMAGE.

CONTRACTOR SHALL COVER ALL OPENINGS IN DUCT, PIPING, EQUIPMENT,

AND ANY OTHER DEVICE FROM CONSTRUCTION DUST AND DEBRIS.

C. WHERE EQUIPMENT, DUCTWORK, OR PIPING IS TO BE REMOVED THAT IS IN-

SERVICE, CONTRACTOR SHALL GIVE NOTICE TO THE COR OF ANY

INTERRUPTIONS ANTICIPATED. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE ALL SHUTDOWNS OR INTERRUPTIONS TO THE

SATISFACTION OF THE COR AND HOSPITAL STAFF.

A. CONTRACTOR SHALL PHASE ALL WORK AS REQUIRED TO MAINTAIN

CONTINUOUS OPERATION OF THE HOSPITAL.

B. HOSPITAL OPERATIONS SHALL NOT BE INTERRUPTED DUE TO THE WORK OF

THIS PROJECT EXCEPT FOR SCHEDULED SHUTDOWNS OF NO LONGER THAN

ONE HOUR. CONTRACTOR SHALL GIVE REASONABLE NOTICE TO COR

BEFORE ANY SUCH SHUTDOWN OR INTERRUPTION.

C. WHERE LONGER SHUTDOWNS ARE REQUIRED TO COMPLETE THE WORK

DESCRIBED IN THIS DOCUMENT, THE CONTRACTOR SHALL SCHEDULE THE

EVENT A MINIMUM OF 3 WEEKS PRIOR TO COMMENCING WORK. ALL SUCH

SHUTDOWNS AND INTERRUPTIONS SHALL BE MINIMIZED AND SHALL UTILIZE

WEEKENDS, FEDERAL HOLIDAYS, NIGHTS, AND OTHER TIMES WHEN HOSPITAL

OPERATIONS ARE MINIMIZED AND OTHER SUCH TIMES AGREEABLE TO THE

COR.

D. WHERE NECESSARY TO INTERRUPT CONTINUOUS OPERATION OF THE

HOSPITAL, THE CONTRACTOR SHALL DIVIDE WORK INTO PHASED

CONSTRUCTION THAT IS NOT NECESSARILY SHOWN ON THESE DOCUMENTS.

AS PART OF SCHEDULING AN INTERRUPTION OR SHUTDOWN, THE

CONTRACTOR SHALL PROVIDE THE COR WITH A DETAILED SHUTDOWN PLAN

INDICATING THE SYSTEMS AFFECTED, INCLUDING BUT NOT LIMITED TO

ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION,

AND OTHER SYSTEMS INVOLVED. THE PLAN SHALL INCLUDE THE WORK TO

BE PERFORMED, THE LENGTH OF INTERRUPTION, AND A DETAILED PHASING

AND MANNING DESCRIPTION. THE PLAN SHALL INCLUDE AND ADDRESS

CONTINGENCY FOR MITIGATING ANY DELAYS THAT MAY OCCUR IN THE

PLANNED WORK. PROVIDE THIS PLAN TO THE COR 5 WEEKS BEFORE THE

EVENT FOR APPROVAL.

E. CONTROL OF ALL CONSTRUCTION-ASSOCIATED HAZARDS THAT AFFECT

FACILITIES, OCCUPANTS OR SERVICES SHALL BE ADDRESSED BY THE

CONTRACTOR AS PART OF THE PRE-CONSTRUCTION RISK ASSESSMENT.

CONTRACTOR SHALL COORDINATE ALL WORK WITH THE FACILITY SAFETY

MANAGER/OFFICER. CONTRACTOR SHALL FURNISH ALL MATERIALS AND

MEANS AND METHODS TO MEET THE REQUIREMENTS IN SPECIFICATION

SECTION 013526 SAFETY REQUIREMENTS, INCLUDING FILTRATION,

MAINTAINING NEGATIVE PRESSURE IN THE CONSTRUCTION AREA, DUST

CONTROL, AND USE OF A PORTABLE CEILING ACCESS MODULE IN AREAS

OUTSIDE THE CONSTRUCTION AREA. THE CONTRACTOR SHALL SUBMIT PLAN

IN ACCORDANCE WITH THESE DOCUMENTS.

PHASING MECHANICAL NOTES

* NOTE *

ALL OF GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO ALL OTHER

DRAWINGS IN THIS SET. THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS

SHEET MAY OR MAY NOT BE USED IN THIS SET OF DRAWINGS.

A. DATA LINK COMMUNICATION IS ETHERNET (ISO 8802-3) AND BACNET/IP.

B. GROUND CABLE SHIELDS, DRAIN CONDUCTORS, AND EQUIPMENT TO

ELIMINATE SHOCK HAZARD AND TO MINIMIZE GROUND LOOPS, COMMON-

MODE RETURNS, NOISE PICKUP, CROSS TALK, AND OTHER IMPAIRMENTS.

C. CABLE CONDUCTORS SHALL PROVIDE PROTECTION AGAINST INDUCTION IN

CIRCUITS. CROSSTALK ATTENUATION WITHIN THE SYSTEM SHALL BE IN

EXCESS OF -80 DB THROUGHOUT ALL FREQUENCY RANGES USED.

D. CABLE RUNS: KEEP CABLE RUNS AS SHORT AS POSSIBLE. ALLOW EXTRA

LENGTH FOR CONNECTING TO THE TERMINAL BOARD. DO NOT BEND FLEXIBLE

COAXIAL CABLES IN A RADIUS LESS THAN TEN TIMES THE CABLE OUTSIDE

DIAMETER.

E. LABEL SYSTEM’S CABLES ON EACH END. TEST AND CERTIFY CABLES IN

WRITING TO THE VA BEFORE CONDUCTING PROOF-OF-PERFORMANCE

TESTING. MINIMUM CABLE TEST REQUIREMENTS ARE FOR IMPEDANCE

COMPLIANCE, INDUCTANCE, CAPACITANCE, SIGNAL LEVEL COMPLIANCE,

OPENS, SHORTS, CROSS TALK, NOISE, AND DISTORTION, AND SPLIT PAIRS ON

ALL CABLES IN THE FREQUENCY RANGES USED. MAKE AVAILABLE ALL CABLE

INSTALLATION AND TEST RECORDS AT THE DEMONSTRATION TO THE VA.

F. POWER WIRING SHALL NOT BE RUN IN CONDUIT WITH COMMUNICATIONS

TRUNK WIRING OR SIGNAL OR CONTROL WIRING OPERATING AT 100 VOLTS

OR LESS.

G. PROVIDE NEMA 4 ENCLOSURE FOR EXTERIOR LOCATIONS.

H. PROVIDE BACNET-COMPLIANT ROUTER, BRIDGE, SWITCH, HUB, MODEM,

GATEWAY, INTERFACE, AND SIMILAR COMMUNICATION EQUIPMENT TO

INTEGRATE INTO THE EXISTING SYSTEM.

I. FIT ALL EQUIPMENT CONTAINED IN CABINETS OR PANELS WITH SERVICE

LOOPS, EACH LOOP BEING AT LEAST 300 MM (12 INCHES) LONG. EQUIPMENT

FOR FIBER OPTICS SYSTEM SHALL BE RACK MOUNTED, AS APPLICABLE, IN

VENTILATED, SELF-SUPPORTING, CODE GAUGE STEEL ENCLOSURE. CABLES

SHALL BE SUPPORTED FOR MINIMUM SAG.

J. OPTICAL DIGITAL COMMUNICATION FIBER, IF USED, SHALL BE MULTIMODE OR

SINGLE MODE FIBER, 50/125 MICRON FOR MULTIMODE OR 10/125 MICRON FOR

SINGLE MODE MICRON WITH SC OR ST CONNECTORS AS SPECIFIED IN

TIA-568-C.1. TERMINATIONS, PATCH PANELS, AND OTHER HARDWARE SHALL

BE COMPATIBLE WITH THE SPECIFIED FIBER. FIBER-OPTIC CABLE SHALL BE

SUITABLE FOR USE WITH THE 100BASE-FX OR THE 100BASE-SX STANDARD (AS

APPLICABLE) AS DEFINED IN IEEE STD 802.3.

GENERAL CONTROL ELEMENT REQUIREMENT

11/25/2024 panderson

"X

B O

D =4

'-1

UP

34"∅ P.A.

16"∅

P.A

20"∅

20"∅ P.A. UP

26"∅

"X

B O

D =4

'-1 0"

"X

"X

D N

20"X10"

B O

D =6

'-0

B O

D =6

'-7

UP

UP

BOD=4'-5"B

O

D =1

'-6

S.A. UP

S.A. UP

UP

B O

D =1

'-8

D U

C T

S

IL

E N

C E

R

BOD=3'-6"

F.D. @ BSMT. FL. SLAB

"∅ BOD=1'-0"

MD-1

22"∅ S.A. UP

26"∅

BOD=2

'-9

BOD=1'-6"

DUCT

20"∅

20"∅

B .O

.D

4' -0

16"∅

18"∅

SILENCER

22"∅

22"∅

38"∅

42"∅

BOD=6'-4"

B O

D =1

6' -0

BOD=18'-0"BOD=18'-0"

BOD=18'-0"

B .O

.D

'-5

B .O

.D

'-6

B.O.D.=15'-6"

18"∅ B.O.D.=17'-7"

22"∅

UP

B O

D =1

4' -6

56"X17"

BOD=18'-0"

22"∅

BOD=18'-0"

BOD=5'-3"

16"X11" UP

"X

UP

UP

F A

N

LOUVER

20"X14" 18"X8"

18"X12" B O

D =3

'-5

96"X60"

LOUVER

EF-6

CU #4 CU #3 CU #2 CU #1

CU

CU

FRAME

C.P.

PIT #2

DS

(TYP.3)DS

CU

CU

DS

DS

CU

FRAME

DS

DS

DS

CU

DS

DS

CU

FRAME

DS

CU

D S

DS

DS

PIT #4

1-EF-1

CU

DS

DS

DS

DS

A/C UNIT

12,000 BTU

T

O N

C U

ROOM #165

FSD-1 FD-1FD-1 FSD-1

ROOM #167

AH-9

HTP-2

HTP-1

SF-1B

FD

HWH-1R HWH-2R

CHWP

HWSP

HM-1

XT-1

AS-1

TGM

INVERTER

12,000 BTU

CU

(TYP.3)

REFRIGERANT

COMPRESSOR

REFRIGERANT

CU

TGM INVERTER

18,000 BTU CU

FRAME (TYP.)

TGM-DC

INVERTER 12,000

BTU

18,000 BTU

A/C UNIT

SF-1A

(ON FLOOR)

SF-1C

(ON FLOOR)

A/C UNIT

36,000 BTU

A/C UNIT

12,000 BTU

CONTROL

PANELAHU-1

(NUCLEAR

MEDICINE)

A H

U -1

(P E

T /C

T

COMPRESS AIR TANK

REFRIGERANT COMPRESSOR

5 TON

CU

A/C UNIT TGM

INVERTER

18,000 BTU

A/C UNIT

12,000 BTU

A/C UNIT

12,000 BTU

A/C UNIT

A/C UNIT

A/C UNIT

12,000 BTU

A/C UNIT

18,000 BTU

F

G

H

I

J

K

L

M

N

P

Q

R

S

T

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 201.3 2.3 3.4 4.5 5.5 6.6 7.7 8.8 9.8 12.2 13.3 14.3 15.4 16.5 17.6 18.8 19.8

MD401

(E)2 1/2"ø HPR

(E)PRV-07

(E )2

"ø H

P S

(E)PRV-06

(E)PRV-05

(E)2"ø HPS

(E)3/4"ø HPR

(E)2"ø HPS

(E)3/4"ø HPR

(E)2"ø HPS

(E )2

"ø M

P S

(E)2"ø MPS

(E)1"ø HPR(E)1"ø HPR

(E)2"ø MPS

(E)2"ø HPS

(E )2

"ø M

P S

(E)2"ø HPR (E)2"ø MPS

(E )3

"ø H

P S

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

SUB-BASEMENT LEVEL - DEMOLITION MECHANICAL PLAN

MD101

1/16" = 1'-0"MD101

1 SUB-BASEMENT LEVEL - DEMOLITION MECHANICAL PLAN

0 16' 32'8'

GENERAL NOTES

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

11/25/2024 panderson

34"∅ P.A.26"∅

"∅ BOD=1'-0"

MD-1

22"∅ S.A. UP

3"∅ CHS

& CHR

4"∅ CHS

& CHR

UP

10"∅ CHS

& CHR

UP

UP

3/4"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

J

K

L

M

N

P

9 10 11 12 13 149.8 12.2 13.3 14.3

(E )3

"ø H

P S

(E)PRV-07(E)2"ø MPS

(E )2

"ø H

P S

(E )2

"ø M

P S

(E)1"ø HPR

(E)2"ø MPS

(E )2

"ø H

P S

(E)PRV-05

(E)PRV-06

(E)3/4"ø HPR

(E)2"ø HPS

(E)2"ø HPS

(E)1 1/2"ø MPS

(E)2"ø HPS

(E)2"ø HPS

(E)2"ø MPS

(E )2

/2

"ø H

P R

(E)2"ø MPS

(E)3/4"ø HPR

(E)2 1/2"ø HPR

(E)2 1/2"ø HPR

(E)1"ø HPR

(E)2 1/2"ø HPR

MD401

MD401

MD401

MD401

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

SUB-BASEMENT LEVEL - ENLARGED DEMOLITION MECHANICAL

PLAN

MD401

1/8" = 1'-0"MD401

1 SUB-BASEMENT LEVEL - ENLARGED DEMOLITION MECHANICAL PLAN

8' 16'4'0

# MD401 DEMOLITION NOTES

NOTE

NUMBER NOTE TEXT

1 THE CONTRACTOR SHALL REMOVE IN ITS ENTIRETY THE

ABANDONED CONVEYOR SYSTEM IN THE SUB-BASEMENT TO IN THE

AREA OF SCOPE. THIS INCLUDES THE CONVEYOR, HANGERS, AND

ALL APPURTENANCES.

2 THE CONTRACTOR SHALL REMOVE IN ITS ENTIRETY THE STEAM AND

STEAM CONDENSATE AND ALL APPURTENANCES IN THE

SUB-BASEMENT TO IN THE AREA OF SCOPE. THIS INCLUDES

HANGERS AND ALL PIPE ACCESSORIES.

3 THE CONTRACTOR SHALL REMOVE IN ITS ENTIRETY THE PRESSURE

REDUCING STATIONS AND ALL APPURTENANCES. THIS INCLUDES

HANGERS AND ALL PIPE ACCESSORIES. (TYPICAL OF 2)

NOT TO SCALEMD401

2 DEMO - ABANDONED CONVEYOR SYSTEM

NOT TO SCALEMD401

3 DEMO - ABANDONED CONVEYOR SYSTEM

NOT TO SCALEMD401

5 DEMO - STEAM UP AT CONVEYOR

NOT TO SCALEMD401

4 DEMO - ABANDONED CONDENSATE

GENERAL NOTES

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

11/25/2024 panderson Text Box

ISSUED FOR CONSTRUCTION

panderson

"X

B O

D =4

'-1

UP

34"∅ P.A.

16"∅

P.A

20"∅

20"∅ P.A. UP

26"∅

"X

B O

D =4

'-1 0"

"X

"X

D N

20"X10"

B O

D =6

'-0

B O

D =6

'-7

UP

UP

BOD=4'-5"B

O

D =1

'-6

S.A. UP

S.A. UP

UP

B O

D =1

'-8

D U

C T

S

IL

E N

C E

R

BOD=3'-6"

F.D. @ BSMT. FL. SLAB

"∅ BOD=1'-0"

MD-1

22"∅ S.A. UP

26"∅

BOD=2

'-9

BOD=1'-6"

DUCT

20"∅

20"∅

B .O

.D

4' -0

16"∅

18"∅

SILENCER

22"∅

22"∅

38"∅

42"∅

BOD=6'-4"

B O

D =1

6' -0

BOD=18'-0"BOD=18'-0"

BOD=18'-0"

B .O

.D

'-5

B .O

.D

'-6

B.O.D.=15'-6"

18"∅ B.O.D.=17'-7"

22"∅

UP

B O

D =1

4' -6

56"X17"

BOD=18'-0"

22"∅

BOD=18'-0"

BOD=5'-3"

16"X11" UP

"X

UP

UP

F A

N

LOUVER

20"X14" 18"X8"

18"X12" B O

D =3

'-5

96"X60"

LOUVER

EF-6

CU #4 CU #3 CU #2 CU #1

CU

CU

FRAME

C.P.

PIT #2

DS

(TYP.3)DS

CU

CU

DS

DS

CU

FRAME

DS

DS

DS

CU

DS

DS

CU

FRAME

DS

CU

D S

DS

DS

PIT #4

1-EF-1

CU

DS

DS

DS

DS

A/C UNIT

12,000 BTU

T

O N

C U

ROOM #165

FSD-1 FD-1FD-1 FSD-1

ROOM #167

AH-9

HTP-2

HTP-1

SF-1B

FD

HWH-1R HWH-2R

CHWP

HWSP

HM-1

XT-1

AS-1

TGM

INVERTER

12,000 BTU

CU

(TYP.3)

REFRIGERANT

COMPRESSOR

REFRIGERANT

CU

TGM INVERTER

18,000 BTU CU

FRAME (TYP.)

TGM-DC

INVERTER 12,000

BTU

18,000 BTU

A/C UNIT

SF-1A

(ON FLOOR)

SF-1C

(ON FLOOR)

A/C UNIT

36,000 BTU

A/C UNIT

12,000 BTU

CONTROL

PANELAHU-1

(NUCLEAR

MEDICINE)

A H

U -1

(P E

T /C

T

COMPRESS AIR TANK

REFRIGERANT COMPRESSOR

5 TON

CU

A/C UNIT TGM

INVERTER

18,000 BTU

A/C UNIT

12,000 BTU

A/C UNIT

12,000 BTU

A/C UNIT

A/C UNIT

A/C UNIT

12,000 BTU

A/C UNIT

18,000 BTU

AHU-1 (PET/CT)

BOOSTER PUMP

UP

2"∅ CHS

& CHR

2"∅ CHS & R

2"∅ CHS

& CHR

2"∅ CHS

& CHR

2"∅ CHS

& CHR

UP TO AHU-4

2"∅ CHS

& CHR 6"∅ UP TO AHU-24 & 26

3"∅ CHS

& CHR

3"∅ CHS

& CHR

3"∅ CHS

& CHR

2"∅ CHS

& CHR

2"∅ CHS

& CHR

3/8"∅ UP

(TYP.2)

1"∅ CHS

& CHR

1"∅ CHS

& CHR

3/4"∅ CHS

& CHR

3/4"∅ CHS & R

UP

3/4"∅ CHS

& CHR

UP

2"∅ CHS

& CHR

2"∅ CHS

& CHR

2"∅ CHS

& CHR

10"∅ UP

10"∅ CHS

& CHR

2"∅ CHS

& CHR

4"∅ CHS

& CHR

10"∅ CHS

& CHR

10"∅ CHS

& CHR

2"∅ CHS

& CHR

3"∅ CHS

& CHR

3"∅ CHS

& CHR

6"∅ CHS

& CHRCHS & R

10"∅ CHS

& CHR

4"∅ CHS

& CHR

UP

UP TO ROOF

6"∅ CHS

& CHR

10"∅ CHS

& CHR

C H

S

C H

R

C H

S

C H

R

2" ∅ CHS

& CHR

UP

UP TO ROOF

16"∅ CHS

& CHR

16"∅ CHS

& CHR

16"∅ CHS

& CHR

F R

O M

C H

IL

LE

D W

A T

E R

P

LA

N T

1" ∅ CHS

& CHR

BOP=5'-6"

1"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

3/4"∅ CHS

& CHR

UP

UP

4"∅ CHS

& CHR

1"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

UP

3/4"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

3"∅ CHS

& CHR

16"∅ CHS

& CHR

UP TO AHU-25 & 27

FOR CONTINUATION

SEE BASEMENT LEVEL

UP FOR CONTINUATION

SEE BASEMENT LEVEL

UP FOR

CONTINUATION SEE

BASEMENT LEVEL

FOR CONTINUATION

SEE BASEMENT LEVEL

UP

TO

AHU-7

A H

U -1

(P E

T /C

T

F

G

H

I

J

K

L

M

N

P

Q

R

S

T

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 201.3 2.3 3.4 4.5 5.5 6.6 7.7 8.8 9.8 12.2 13.3 14.3 15.4 16.5 17.6 18.8 19.8

EL-03

DST-1

M401

M401

DST-1

DST-1

EL-02

PRV-05

DST-1

4" ø

S V

4" ø

S V

(E)PRV-07

(E )3

"ø H

P S

M101

(E)2"ø MPS

1/

2" ø

H P

R

1"ø HPR

(E)2"ø MPS

2 1/2"ø MPS

3"ø MPS (50#)

1" ø

H P

R

2"ø MPS

(E )2

"ø M

P S

1 1/2"ø HPR

3" ø

H P

S

1/

2" ø

H P

R

3"ø HPS

1 1/2"ø HPR

3" ø

H P

S

1/

2" ø

H P

R

M101

R/18

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

SUB-BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

M101

1/16" = 1'-0"M101

1 SUB-BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

# M101 NEW WORK NOTES

NOTE

NUMBER NOTE TEXT

1 CONTRACTOR SHALL FIELD ROUTE NEW STEAM AND CONDENSATE

PIPING THROUGH EXISTING SUB-BASEMENT. SLOPE PIPE

ACCORDING TO SPECIFICATIONS. WHERE ELEVATION CHANGES ARE

REQUIRED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

PROVIDE FIELD APPLIED TRAPS AND DRIP LEGS. PROVIDE ALL NEW

HANGERS AND SUPPORTS.

2 CONTRACTOR SHALL FIELD ROUTE NEW STEAM VENT PIPING TO

EXISITING AREAWAY A MINIMUM 7 FT FROM FINISHED FLOOR. TURN

DOWN 12". PROVIDE PIPE SLEEVE THROUGH WALL.

3 CONTRACTOR SHALL UTILIZE EXISTING AREAWAY FOR VERTICAL

ROUTE TO BASEMENT LEVEL. PROVIDE TRAP AND DRIP LEG AT

LOWEST POINT. PROVIDE PIPE SLEEVE THROUGH WALL.

4 REFER TO REFERENCED SHEETS FOR ADDITIONAL COMPONENTS.

0 16' 32'8'

NOT TO SCALEM101

2 STEAM AND STEAM CONDENSATE ROUTING AT COLUMN P/18

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

PIPE SUPPORT GENERAL NOTES

A. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CALCULATIONS PER

SPECIFICATION SECTION 232213 STEAM AND CONDENSATE HEATING PIPING.

PIPE SUPPORTS ARE INDICATED AND OR SPECIFIED ARE FOR THE PURPOSE

OF COORDINATION AND PRICING. REFER TO DETAILS SHEET M501 FOR

ADDITIONAL REQUIREMENTS.

GENERAL NOTES

NOT TO SCALEM101

3 STEAM AND STEAM CONDENSATE ROUTING AT COLUMN R/18

11/25/2024 panderson

T

18 19 2018.8 19.8

1 2 3 3.1 4

A

B

C

D

E

M102

M102

M102

M102

M102

1 1/2"ø HPR

3"ø HPS (110#)

CONNECTING

CORRIDOR

LAUNDRY

SOLDERING

SHOP &

STORAGE

J-1A

CONNECTING

CORRIDOR

3"ø HPS (110#)

OPERATORS

OFFICE

WATER

TREATMENT

LAB

R E

S T

R O

O M

ELECTRICAL

ROOM

SOILED ROOM

E-1D

STORAGE

E-1E

MALE

RESROOM

E-1F

FEMALE

RESTROOM

E-1G

BREAK ROOM

E-1H

ELECTRICAL

STORAGE

J-1B

CARPENTER

STORAGE

J-1C

CARPENTER

STORAGE

J-1D

DST-1

1 1/2"ø HPR

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

M102

1/8" = 1'-0"M102

1 BASEMENT LEVEL - NEW WORK MECHANICAL PLAN

M102 NEW WORK NOTES

NOTE

NUMBER NOTE TEXT

1 APPROXIMATE LOCATION OF NEW 3” DIA HIGH PRESSURE STEAM

PIPE TIE-IN LOCATION. FUTURE VA PROJECT TO INSTALL NEW

VALVE. CONTRACTOR TO VERIFY SIZE OF VALVE.

2 ROUTE NEW STEAM PIPING DOWN TO STEAM HEADER. FUTURE VA

PROJECT TO INSTALL NEW VALVE. CONTRACTOR TO VERIFY SIZE OF

VALVE.

3 UP TO BOILER PLANT ROOF LEVEL. SEE SHEET M103 FOR

CONTINUATION.

4 DOWN TO STEAM CONDENSATE HEADER.

5 UP TO BOILER PLANT ROOF LEVEL. SEE SHEET M103 FOR

CONTINUATION.

6 DOWN TO SUB-BASEMENT LEVEL. SEE SHEET M101 FOR

CONTINUATION.

7 REMOVE EXISTING ABANDONED PIPE BACK INTO CHASE AND OUT

THROUGH ROOF. REUSE SPACE FOR NEW STEAM AND STEAM

CONDENSATE PIPING.

8 CONTRACTOR SHALL COORDINATE WITH EXISTING BUILDING

OVERHANG.

8' 16'4'0

NOT TO SCALEM102

6 PHOTO - CEILING SOFFIT

NOT TO SCALEM102

5 PHOTO - PIPE ROUTE

NOT TO SCALEM102

4 PHOTO - CONDENSATE TANK

NOT TO SCALEM102

3 PHOTO - STEAM AND CONDENSATE INTERIOR ROOF PENETRATION

NOT TO SCALEM102

2 PHOTO - STEAM HEADER CONNECTION

GENERAL NOTES

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

11/25/2024 panderson

T

18 19 2018.8 19.8

1 2 3 3.1 4

A

B

C

D

E

BOILER PLANT ROOFLAUNDRY ROOF

CONNECTING

CORRIDOR ROOF

3"ø HPS (110#) 1 1/2"ø HPR

3" ø

H P

S

0#

1/ 2" ø H

P R

1/

2" ø

H P

R

3" ø

H P

S

M103

M103

M103

M103

EL-01

DST-1

DST-1

3"ø HPS (110#) 1 1/2"ø HPR

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

BOILER PLANT ROOF LEVEL - NEW WORK MECHANICAL PLAN

M103

1/8" = 1'-0"M103

1 BOILER PLANT ROOF LEVEL - NEW WORK MECHANICAL PLAN

8' 16'4'0

# M103 NEW WORK NOTES

NOTE

NUMBER NOTE TEXT

1 DOWN TO BASEMENT LEVEL, CONNECTING CORRIDOR. SEE SHEET

M102 FOR CONTINUATION.

2 DOWN TO BASEMENT LEVEL, BOILER PLANT. SEE SHEET M102 FOR

CONTINUATION.

NOT TO SCALEM103

5 PHOTO - FIELD ROUTE - BOILER PLANT - BOILER PLANT ROOF PENETRATION

NOT TO SCALEM103

2 PHOTO - FIELD ROUTE - BOILER PLANT - LAUNDRY ROOF PENETRATION

NOT TO SCALEM103

4 PHOTO - FIELD ROUTE - BOILER PLANT - ROOF PIPING 2

NOT TO SCALEM103

3 PHOTO - FIELD ROUTE - BOILER PLANT - ROOF PIPING 1

GENERAL NOTES

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

11/25/2024 panderson

34"∅ P.A.26"∅

"∅ BOD=1'-0"

MD-1

22"∅ S.A. UP

3"∅ CHS

& CHR

4"∅ CHS

& CHR

UP

10"∅ CHS

& CHR

UP

UP

3/4"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

34"∅ P.A.26"∅

"∅ BOD=1'-0"

MD-1

22"∅ S.A. UP

3"∅ CHS

& CHR

4"∅ CHS

& CHR

UP

10"∅ CHS

& CHR

UP

UP

3/4"∅ CHS

& CHR

3/4"∅ CHS

& CHR

UP

J

K

L

M

N

P

9 10 11 12 13 149.8 12.2 13.3 14.3

1/

2" ø

H P

R

(E )2

"ø M

P S

(E)2 1/2"ø HPR

(E )3

"ø H

P S

(E)PRV-07(E)2"ø MPS

(E )2

"ø M

P S

(E)2"ø MPS

DST-1

DST-1

PRV-05

DST-3

DST-2

DST-4

DST-4

DST-4

DST-3

DST-2

DST-2

DST-1

DST-3

1 1/2"ø

1 1/2"ø

1/

2" ø

2 1/2"ø

(E )2

/2

"ø

ISO

ISO

ISO

ISO

ISO

ISO

ISO

4" ø

S V

4" ø

S V

(E)2"ø MPS

2 1/2"ø MPS

1 1/2"ø

1 1/2"ø

3"ø MPS (50#)

3" ø

H P

S

3"ø HPS

ISO

1"ø HPR

M401

1" ø

H P

R

1"ø HPR

2"ø

J

K

L

M

N

P

9 10 11 12 13 149.8 12.2 13.3 14.3

(E )3

"ø H

P S

(E)PRV-07(E)2"ø MPS

(E)1 1/2"ø MPS

(E)1 1/2"ø MPS

(E)1 1/2"ø MPS

(E )2

"ø M

P S

3"ø HPS (110#)

PRV-05

M401

M401

1 1/2"ø HPR

1 1/2"ø HPR

3"ø MPS (50#)

4" ø

S V

4" ø

S V

1"ø HPR

2 1/2"ø HPR

(E )2

/2

"ø H

P R

1/

2" ø

H P

R

2 1/2"ø MPS

2 1/2"ø MPS

2 1/2"ø MPS

2 1/2"ø MPS

1 1/2"ø HPR

(E)2"ø MPS

1 1/2"ø HPR

2"ø MPS

3"ø MPS (50#)

3"ø HPS

ISO

ISO

ISO

ISO

ISO

ISO

2" ø

2"ø

1/

2" ø

ISO

1 1/2"ø

(E)2 1/2"ø HPR

1" ø

H P

R

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

SUB-BASEMENT LEVEL - ENLARGED NEW WORK MECHANICAL

PLAN

M401

1/8" = 1'-0"M401

2 SUB-BASEMENT LEVEL - ENLARGED NEW WORK CONDENSATE PIPING PLAN

# M401 NEW WORK NOTES

NOTE

NUMBER NOTE TEXT

1 STATION COMPONENETS SUCH AS STEAM TRAPS AND SAFETY

VALVES ARE SHOWN ON DETAIL. REFER TO M502.

2 FIELD ROUTE PRV RELIEF VENT PIPING TO EXTERIOR.

3 REFER TO END OF STEAM LINE DETAIL FOR STEAM AND

CONDENSATE CONFIGURATION.

4 CONNECT NEW CONDENSATE LINE INTO EXISTING. PROVIDE

ISOLATION.

5 CONTRACTOR TO PROVIDE ELEVATION CHANGE. PROVIDE DRIP LEG

ON EACH SIDE OF OBSTACLE (TYP ALL).

6 PROVIDE NEW FULL SIZE STEAM FLOW METER FOR SPS SUPPLY.

7 PROVIDE TAP AND ISOLATION VALVE WITH BLIND FLANGE FOR

FUTURE SPS EXPANSION (390 LBS/HR).

8 CONTRACTOR SHALL CONNECT TO EXISTING STAINLESS STEEL

PIPING. APPROXIMATE LOCATION SHOWN, FIELD VERIFY.

9 PROVIDE NEW DRAIN PIPING AND COMPONENTS AND CONNECT INTO

NEW CONDENSATE PIPING. ROUTE PIPING FOR MAINTENANCE

ACCESS.

8' 16'4'0 1/8" = 1'-0"M401

1 SUB-BASEMENT LEVEL - ENLARGED NEW WORK STEAM PIPING PLAN

8' 16'4'0

NOT TO SCALEM401

3 STEAM CONNECTION 1 AND 2 AT COLUMN L/11

NOT TO SCALEM401

4 STEAM CONNECTION 3 AT COLUMN M/11

1" = 20'-0"M401

5 STEAM CONDENSATE CONNECTION 4 AT COLUMN K/11

GENERAL NOTES

A. CONTRACTOR SHALL NOT REMOVE ANY STEAM PIPING UNTIL ALL OF THE

NEW PIPING IS INSTALLED AND READY FOR SHUTDOWN FOR

RECONNECTION.

11/25/2024 panderson

VAPOR BARRIER AND

MOISTURE MIGRATION

SEAL

PIPE

INSULATION

APPLY INSULATION AND

VAPOR JACKET SEAL

AROUND ROD ON COLD

SERVICE INSTALLATION

TYPE 3

DOUBLE

BOLT PIPE

CLAMP

ADHESIVE (TYPICAL)

TAPE APPLIED AT

EACH BUTT JOINT

TYPE 17

WELDLESS

EYENUT

HANGER ROD ATTACHED TO

STRUCTURE ABOVE

NON-

INSULATED

PIPE

PIPE INSULATION

AS REQUIRED

TYPE 40 & 41 INSULATION

PROTECTION SHIELD (FIGURE

167)NOTES:

1. SIZE RODS, SPRING CUSHION, AND HORIZONTAL MEMBER

APPROVED TO SATISFY LOAD REQUIREMENT WITH SAFETY

FACTOR OF 5.

2. FIGURE NUMBERS ARE TYPICAL TO GRINNELL SUPPORT

NUMBERS.

EQUAL LEG ANGLE

ASSEMBLY (FIG. 50

CHANNEL ASSEMBLY

(FIG. 45), OR UNIVERSAL

TRAPEZE ASSEMBLY

(FIG. 46)

CUT ROD ABOVE

BOTTOM OF ANGLE.

MINIMUM 3"x3"x1/4"

TRAPEZE HANGER ANGLE.

DOUBLE HEX NUTS

PLATE WASHER

SPECIFIED INSULATION

12" SECTION OF CELLULAR

GLASS INSULATION, ALL FLUIDS,

ON PIPE SIZES 3" AND LARGER.

HANGER ROD SEE

SPECIFICATIONS.

PIPE

18 GAUGE, 180° ARC, 12"

LONG, GALVANIZED STEEL

BEARING PLATE.

INSULATION

PIPE

TYPE 39A, 39B, 40A & 40B

PIPE INSULATION

PROTECTION SADDLE.

(FIGURE 160-165)

TYPE 34

SIDE BEAM BRACKET

(FIGURE 202)

TYPE 31 - LIGHT

TYPE 32 - MEDIUM

TYPE 33 - HEAVY

WELD STEEL BRACKET

(FIGURE 193, 194, 195, 99)

NOTE:

FIGURE NUMBERS ARE TYPICAL

TO GRINNELL SUPPORT NUMBERS.

TYPE 41

SINGLE PIPE

ROLLER

(FIGURE 171)

TYPE 43

SINGLE PIPE

ROLLER

(FIGURE 181)

1"

M A

X

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 43 -

SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

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

NOM. SIZE

PIPE

TUBING

IN THRU 3/4

1 1/4

32FT

FT - - - - - -

HANGER ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

INSULATION

SHIELD AT

HANGER

SADDLE

ADJUSTABLE CLEVIS HANGER TYPE 1 -

SEE SPECIFICATIONS

PROVIDE INSULATION

SHIELD & INSERT FOR

ALL PIPING (8" MIN.)

1 1/2 2 1/2

1/2" DIA. HANGER RODS

WITH 36" MAX. SPACING

ON EACH CHANNEL

1-5/8" 12 GAUGE

CHANNEL OR 2"X2"X1/4"

ANGLE

BAND

6" M

IN

M

IN

6" M

IN

M

IN

6"

M

IN

M

IN

STEAM TRAP ASSEMBLY - (F&T OR IB)

END OF STEAM LINE DRIP TRAP

STEAM LINE DRIP POCKET

CAP (TYPICAL)

NOTE:

DRIP POCKET PIPE SIZE SAME AS STEAM

MAIN UNLESS OTHERWISE NOTED.

3/4" MIN.

DRIP

RETURN

3/8" TEST CONNECTION

BYPASS - INSTALL IN HORIZONTAL PLANE LEVEL WITH

TRAP OR IN VERTICAL PLANE & BELOW TRAP. (PROVIDE

BYPASS PIPING FOR ALL TRAPS 1" AND LARGER.)

FLOAT AND INVERTED

BUCKET STEAM TRAP

TO DRAIN

PIPE T0 STEAM

TRAP (TYPICAL)

LAST

CONNECTION

MANUAL AIR

VENT

PIPE T0 STEAM TRAP

(TYPICAL)

3/4" DRAIN (ALTERNATE

LOCATIONS) (TYPICAL)

PIPE T0 STEAM TRAP

(TYPICAL)

DRIP LEG (TYP.)

FLOWFROM STEAM

SUPPLY

TO STEAM

RETURN

FLOW

3/4" DRAIN (ALTERNATE

LOCATIONS) (TYPICAL)

STEAM PIPE (TYPICAL)

ST-X

FIELD APPLIED STEAM TRAP

STEAM

PREFERRED

CONNECTION

LOCATION - BEST

ACCEPTABLE

CONNECTION

LOCATION

USE FOR BOILER

CONNECTION TO

HEADER ONLY

DO NOT USE THESE

CONNECTION

LOCATIONS

USE FOR BOILER

CONNECTION TO

HEADER ONLY

PREFERRED

CONNECTION

LOCATION - BEST

A SIZE, TRAP DISCHARGE LINE 1/2" 3/4"

1-1/4"1"SIZE, 45° WELDING NIPPLEB

C

LENGTH OF EXPANDED MAIN AHEAD OF

TRAP DISCHARGE PIPE

7" 7"

16-1/2"

2"

LENGTH OF EXPANDED MAIN FOLLOWING

PERFORATED PIPE

LENGTH OF PERFORATED PIPED

E

RETURN MAIN SIZE 1-1/2" 3" & OVER

SAME SIZE2-1/2"EXPANDED RETURN MAIN SIZE

WELD CAP

EXPANDED RETURN MAIN

CAP

REDUCERINCREASER

A

B

A

A

RETURN

MAIN

FLOW

SECTION-EXPANDED RETURN MAIN

PERFORATED

TUBE

16-1/2"

2"

2"

EXPANDED RETURN MAIN

PERFORATED TUBE 1"x1/8"

THICK GUIDE FINS WELDED TO

PERFORATED TUBE

SECTION A-A

EDC

NOTES:

1. 1/2" PERFORATED TUBE SHALL HAVE 40 - 1/8" DIAMETER HOLES SPACED 1-1/2" O.C. IN 4 ROWS.

2. 3/4" PERFORATED TUBE SHALL HAVE 78 - 1/8" DIAMETER HOLES SPACED 1-1/2" O.C. IN 6 ROWS.

3. HOLES IN TUBE SHALL BE SPACED EQUALLY AROUND PERIMETER.

NOTE:

MAINTAIN UPSTREAM AND DOWN STREAM DISTANCES RECOMMENDED BY METER MANUFACTURERS

TT

PT

PRESSURE

TRANSMITTER

TEMPERATURE

TRANSMITTER

FLOW METER

INTERFACE

WITH BACNET

SYSTEM

DIFFERENTIAL PRESSURE

(DP) CELL STEAM FLOW

MEASUREMENT

SHUTOFF VALVE

TO METERING SYSTEM

BUILDING INCOMING

MAIN STEAM

3"

1"

24" MAX

D

ELEVATION

NOTES:

1. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SIZE THE VENT PIPE SO THAT STEAM IS NOT BLOWN

OUT AT THE VENT PIPE ENTRANCE. UTILIZE THE CALCULATION METHOD CONTAINED IN ANSI B31.1.

POWER PIPING CODE, APPENDIX II.

2. VENT PIPE SHALL TERMINATE 6' MIN. ABOVE FINISHED ROOF.

3. DISCHARGE OF DRAIN SHALL BE DIRECTED AWAY FROM PLATFORMS OR OTHER AREAS WHICH

PERSONNEL MAY OCCUPY.

4. NO OTHER DRAIN SHALL BE CONNECTED TO THE DRIP PAN ELBOW DRAIN PIPE.

PROVIDE UNION UNLESS SAFETY

VALVE HAS FLANGED OUTLET

SAFETY VALVE

OPEN DRAIN

(NOTE 3)

CONNECTION TO

PRESSURE

VESSEL OR PIPE

3/4" DRAIN TO FLOOR DRAIN OR

OPEN SIGHT DRAIN (NOTE 4)

FLEXIBLE CONNECTOR

DRIP PAN ELBOW (SECTIONAL VIEW)

PIPE THREADED INTO ELBOW

(SAME SIZE AS ELBOW)

VENT PIPE THROUGH ROOF

SUPPORT AS INDICATED ON

DWGS. (NOTES 1, 2)

VORTEX FLOW METER

ECCENTRIC

EXPANSION,

DOWNSTREAM

PIPE RUN

PIPE RUN

ECCENTRIC REDUCER,

UPSTREAM

OPTIONAL FLOW STRAIGHTENER

ANSI CLASS

300 FLANGES

FLOW DIRECTION

50 DIAMETERS

UPSTREAM METER RUN 5 DIAMETERS

(VERIFY WITH FLOW METER MANUFACTURER)

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

MECHANICAL DETAILS

M501

NOT TO SCALEM501

1 PIPE HANGER, INSULATION AND VAPOR JACKET

NOT TO SCALEM501

9 TRAPEZE TYPE PIPE SUPPORT

NOT TO SCALEM501

2 PIPE BRACKETS AND ROLLERS

NOT TO SCALEM501

10 PIPE SUPPORT DETAIL

NOT TO SCALEM501

3 STEAM LINE DRIP POKECT - STEAM TRAP ASSEMBLY

NOT TO SCALEM501

4 PIPING DESIGN STEAM PIPING LOCATIONS

NOT TO SCALEM501

5 HIGH AND MEDIUM PRESSURE STEAM TRAP DISCHARGE INTO PUMPED CONDENSATE RETURN LINE

NOT TO SCALEM501

7 STEAM METER SCHEMATIC

NOT TO SCALEM501

8 STEAM SAFETY VALVE DETAIL

NOT TO SCALEM501

6 STEAM FLOW METER INSTALLATION

11/25/2024 panderson

ROUTE

TO FD

H P

S

P S

I )

FACTORY INSTALLED

BYPASSES ON VALVES

8" HPS MAIN

STEAM HEADER

H

W

2H 2H

ANCHOR TO ANCHOR EXPANSION

GUIDEGUIDE

NOTE:

WIDTH(W) AND HEIGHT(H)

DEMENTIONS CAN BE

FOUD ON EXPANSION

LOOP SCHEDULE

H P

R

MPR

MPS(50 PSI)

M P

S (5

P

S I)

V

MPS(50 PSI)

PRV-05A

N.C.

PRV-05B

0-100 PSIG

0-150 PSIG

FIELD ROUTE

TO EXTERIOR

HPS (110 PSI)

SST-1

SST-4

MPR

SST-3

MPS(50 PSI)

PRV-05C

MPR

SST-2

BYPASS

PSV-01

N.0.

MANUAL VALVE SHALL REMAIN

IN LOCKED OPEN POSITION

CONTINUOUSLY

WELDED TO I-BEAM

OR TOP CHORD OF

JOIST

B335-2 ROD SIZE

ADJUSTABLE HINGE

ROD STIFFENER

ALL THREADED ROD

B3100 SERIES

CLEVIS HANGER

1 (MIN)

MAX TRANSVERSE SPAN

DIA.

B22 CHANNEL

LONGITUDINAL OR

TRANSVERSE BRACE

(9'-4" MAX. LENGTH)

B335-2 5/8

ADJUSTABLE

HINGE

1. MAXIMUM SPAN FOR TRANSVERSE BRACING

FOR SEISMIC ZONE X.

2. MAXIMUM SPAN FOR LATERAL BRACING SHALL

NOT EXCEED TWICE THAT SHOWN

FORTRANSVERSE BRACING

1-1/2

2-1/2 3-1/2

B3080S-1/2

WELDING LUG

B22 CHANNEL

TRANSVERSE BRACE

(9'-4" MAX.LENGTH)

1. GAS PIPING LESS THAN 1 INCH INSIDE DIAMETER.

2. PIPING IN BOILER AND MECHANICAL ROOMS LESS THAN 1-1/4

INCH INSIDE DIAMETER.

3. ALL OTHER PIPING LESS THAN 2-1/2" INSIDE DIAMETER.

4. ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS

IN LENGTH FROM THE TOPOF THE PIPE TO THE BOTTOM OF THE

SUPPORT FOR THE HANGER.

NOTE: SEISMIC ZONE X RESTRAINTS SHALL NOT BE

REQUIRED FOR THE FOLLOWING INSTALLATIONS.

STANDARD WEIGHT PIPE

10'-3" 12'-0" 13'-6"

14'-9" 16'-3" 17'-6"

18'-3" 20'-3" 22'-0"

24'-9"

29'-0" 27'-0"

PRESSURE GAGE WITH

DUAL (METRIC/ENGLISH)

DISPLAY

1/8” TUBING (SNUBBER

FOR STEAM/CONDENSATE

APPLICATIONS ONLY)

1/4” BALL VALVE

PIPE

1/4" AUXILIARY

GAGE COCK

REMOVABLE CAP

NOTES:

1. PROVIDE AUXILIARY GAGE COCK AT EACH PRESSURE GAGE

LOCATION.

2. INSTALL PRESSURE GAGES (AND SNUBBERS) IN VERTICAL

POSITION - ADD ELBOW FOR VERTICAL PIPING.

NOTE:

THIS INFORMATION MAY NOT CONTAIN ALL DETAILS REQUIRED FOR CONSTRUCTION. APPROPRIATE MODIFICATION MAY BE REQUIRED TO ENSURE SUITABILITY OF THESE DRAWINGS FOR THE SPECIFIC

APPLICATION. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE INSTALLATION OF THE

EQUIPMENT/SYSTEM IS IN ACCORDANCE WITH BUILDING/PROJECT SPECIFICATIONS, APPLICABLE CODES

AND STANDARDS.

1/2" MINIMUM

PACK WITH OAKUM

WALL

NON-SHRINK

OR EPOXY

GROUT

PACK BOTH ENDS OF SLEEVE

WITH 3M FIRE DAM 150 3 HOUR

RATED CAULK OR APPROVED

EQUAL, MINIMUM 1" DEEP

PIPE, CONDUIT, OR

DUCTWORK

CORE DRILL

HOLE AS

REQUIRED

STEEL PIPE SLEEVE

STEEL ANCHOR PLATE WELDED

TO SLEEVE, MINIMUM 3" LARGER

THAN SLEEVE OUTSIDE

DIAMETERPROVIDE LINTEL WHERE INDICATED

CONTRACTOR SHALL PATCH AND REPAIR

ADJACENT CONSTRUCTION WITH

MATCHING MATERIALS AND FINISHES

(INTERIOR AND EXTERIOR). WHERE

PAINTING, CONTRACTOR SHALL PAINT

ENTIRE WALL. BOTH SIDES.

CANT STRIP

COUNTER FLASHING

24 GA. GALV. STEEL

CAP FLASHING

ENCLOSED

CURB

ROOFING

PIPES

ROOF DECK

1/4" PER FT

SLOPE

4"

/4

METAL PIPE

PIPE SUPPORT

CONT 2 x 12 BLOCKING

ROOF MEMBRANE

CONT CANT STRIP

P.T. 2 x 4 WOOD NAILER

ANCHOR TO DECK

EXISTING DECK TO REMAIN

COVER BOARD ON

RIGID INSULATION

CONT EDGE SEALANT AT

ROOF TERMINATION POINTS

RIGID INSULATION ON

EXISTING DECKING

CONT. MEMBRANE

COATED METAL FLASHING

CONT. METAL CAP WITH

COUNTER FLASHING

NOTE:

REPAIR EXISTING ROOF SYSTEM AS REQUIRED TO INSTALL NEW PIPE SUPPORT WORK PER MANUFACTURE’S

INSTALLATION REQUIREMENTS TO MAINTAIN A FULLY WARRANTED INSTALLATION.

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

MECHANICAL DETAILS

M502

NOT TO SCALEM502

5 EXPANSION LOOP PIPING DETAIL

NOT TO SCALEM502

7 CLEVIS HANGER TRANSVERSE BRACING DETAIL

NOT TO SCALEM502

1 PIPING PRESSURE GAGE

NOT TO SCALEM502

4 STEAM WARMUP VALVE

NOT TO SCALEM502

6 PRV STATION PIPING DETAIL (PRV-05)

NOT TO SCALEM502

2 PIPE SLEEVE THRU WALL DETAIL

NOT TO SCALEM502

3 PIPE PENETRATION DETAIL

NOT TO SCALEM502

8 PIPE SUPPORT DETAIL

11/25/2024 panderson

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

100% DESIGN

SUBMISSION

JK JP

PROVIDE DEDICATED STEAM SUPPLY

LINE TO SPS

672-23-108

VA CARIBBEAN HEALTHCARE SYSTEM

SAN JUAN, PR 00921 33201 USA

12-02-2024

MECHANICAL SCHEDULES

M601

4. CONFIGURATION INCLUDES 510 LBS/HR STEAM FOR SPS EXPANSION.

3. PROVIDE DOUBLE ISOLATION VALVE.

2. PROVIDE BY-PASS GLOBE VALVE SIZED FOR STEAM SERVICE OF COMBINED CAPACITY OF STATION. BYPASS SHALL NOT EXCEED THE CAPACITY OF THE RELIEF VALVE.

1. RELIEF VALVE SIZE AND VENT PIPE SIZE SHALL BE ADJUSTED BASED ON ACTUAL PRV USED. RELIEF VALVE SHALL BE SIZED FOR COMBINED CAPACITY OF STATION PRVS.

NOTES:

STEAM PRESSURE REGULATING VALVE SCHEDULE

MARK LOCATION SERVICE

BYPASS PRESSURE REDUCING VALVE 1/4 (PROVIDE 2@ 25% EA) PRESSURE REDUCING VALVE 1/2 (PROVIDE 1@ 50%)

NOTES

CAPACITY

INLET PIPE

DIA (D1)

OUTLET PIPE

DIA (D2)

CAPACITY

INLET PIPE

DIA (D1)

OUTLET PIPE

DIA (D2)

CAPACITY

INLET PIPE

DIA (D1)

OUTLET PIPE

DIA (D2)P INLET

(PSIG)

P OUTLET

(PSIG)

MAX LOAD

(LBS/HR)

P INLET

(PSIG)

P OUTLET

(PSIG)

MAX LOAD

(LBS/HR)

P INLET

(PSIG)

P OUTLET

(PSIG)

MAX LOAD

(LBS/HR)

PRV-05 PIPEBASEMENT SPS 110 50 1560 2" 2" 110 50 390 1-1/4" 1-1/2" 110 50 780 1-1/2" 2 1:2:3:

1) REFER TO EXPANSION LOOP PIPING DETAIL ON SHEET M502 FOR LAYOUT.

NOTES:

EXPANSION LOOP SCHEDULE

MARK SYSTEM SERVED H (FT) W (FT) NOTES

EL-01 SPS 11 5.5 1:

EL-02 SPS 11 5.5 1:

EL-03 SPS 11 5.5 1:

3. PROVIDE FT TYPE TRAP SIZED FOR 2.5 TIMES THE EQUIPMENT LOAD FOR ALL EQUIPMENT LOADS. SST=STATION STEAM TRAP

2. FIELD APPLIED DRIP STATIONS SIZED FOR 3 TIMES WARMING LOAD AND DIFF. PRESSURE AT 80% LINE PRESSURE. EST=EQUIPMENT STEAM TRAP FT - FLOAT AND THERMOSTATIC

1. PROVIDE 18" STATIC HEAD, 12" STATIC HEAD MINIMUM. DST=DRIP STEAM TRAP IB - INVERTED BUCKET

NOTES: MARK TYPE TYPE:

STEAM TRAP SCHEDULE

MARK AREA SERVED TYPE SIZE

MIN INLET PRESSURE

(PSIG)

CAPICITY (LBS/HR)

DIFFERENTIAL PRESSURE

(PSIG)

NOTES

DST-1 DRIP IB 3/4" 110 170 88 1:2:3:

DST-2 DRIP IB 3/4" 50 150 40 1:2:3:

DST-3 DRIP IB 3/4" 50 100 40 1:2:3:

DST-4 DRIP IB 3/4" 50 80 40 1:2:3:

SST-1 PRV-05 IB 3/4" 110 170 88 1:2:

SST-2 PRV-05 (1/4) IB 3/4" 50 390 40 1:2:

SST-3 PRV-05 (1/4) IB 3/4" 50 390 40 1:2:

SST-4 PRV-05 (1/2) IB 3/4" 50 780 40 1:2:

ST-X FIELD APPLIED IB 3/4 -- -- -- 1:2:

3. PROVIDE DRIP PAN ELBOW.

2. WHERE VENTS RUN IN FINISHED SPACE, THEY SHALL BE FURRED IN TO MATCH ADJACENT BUILDING CONSTRUCTION. IN UNFINISHED SPACE, PIPE TO BE COVERED ONLY.

1. VENT PIPE SHALL BE NO LESS THAN ONE PIPE SIZE LARGER THAN SAFETY VALVE DISCHARGE AND SHALL FURTHER BE SIZED SO THAT FRICTIONAL…