100 pct Drawings.pdf

PROJECT

LOCATION

VA HAMPTON

CAMPUS

PROJECT

LOCATION

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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A

M

G-001

COVER

1 4GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

CORRECT HVAC DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667

VA PROJECT #: 590-19-110 APOGEE PROJECT #: 19-025

WVS

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-002 CAMPUS MAP 2 4

G-003 GROUND FLOOR OVERALL PLAN 3 4

G-004 ICRA 4 4

ARCHITECTURAL

A-100 ARCHITECTURAL SYMBOLS, ABBREVIATIONS, NOTES AND DETAILS 1 2

A-101 PARTIAL PLANS - GROUND FLOOR DEMOLITION AND NEW WORK 2 2

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 7

M-101 GROUND FLOOR AND ROOF MECHANICAL PLANS 2 7

M-401 ENLARGED MECHANICAL PLANS 3 7

M-501 MECHANICAL DETAILS 4 7

M-502 MECHANICAL DETAILS 5 7

M-503 MECHANICAL CONTROLS 6 7

M-601 MECHANICAL SCHEDULES 7 7

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 6

EP101 GROUND FLOOR LIGHTING AND POWER PLAN 2 6

EP102 ROOF POWER PLAN 3 6

E-401 ELECTRICAL ENLARGEMENTS 4 6

E-501 ELECTRICAL DETAILS 5 6

E-601 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES 6 6

APPROVALS_______________________________________________________________

COR-ILSM & ICRA COMPLETED DATE:

REVIEWED: AFGE DATE:

REVIEWED: NAGE DATE:

APPROVED: INFECTION CONTROL DATE:

APPROVED: CONSTRUCTION SAFETY MANAGER DATE:

APPROVED: SAFETY MANAGER DATE:

APPROVED: CHIEF, POLICE SERVICE DATE:

APPROVED: SUPERVISORY FACILITIES OPERATIONS SPECIALIST DATE:

APPROVED: SUPERVISORY PROJECT ENGINEER DATE:

APPROVED: ENGINEERING DIVISION MANAGER DATE:

APPROVED: CHIEF, ENVIORNMENTAL MANAGEMENT SERVICE DATE:

CONTRACTORS SHALL USE THE ONLINE DOCUMENT

EXCHANGE SYSTEM " SUBMITTAL EXCHANGE " FOR ALL

SUBMITTALS REQUIRED BY SPECIFICATIONS FOR THIS

PROJECT. CONTRACTOR IS RESPONSIBLE TO INCUR ALL

COSTS REQUIRED TO ALLOW FULL ACCESS AND USER

CAPABILITY FOR ALL CONTRACTORS.

WEBSITE FOR PROGRAM IS:

HTTP://WWW.SUBMITTALEXCHANGE.COM/PUBLIC/

WEBSITE REPRESENTATIVE IS :

FRANK PULEO: FRANK.PULEO@ORACLE.COM

PHONE: 610-729-3460 - 484-919-1012

APPROVALS_______________________________________________________________

APPROVED: CHIEF, ENGINEERING DATE:

APPROVED: ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES DATE:

APPROVED: CHIEF OF STAFF DATE:

APPROVED: DEPUTY CHIEF OF STAFF DATE:

APPROVED: ASSOCIATE DIRECTOR FOR OPERATIONS DATE:

DocuSign Envelope ID: 5E8C1CBA-9998-499A-B9FF-90195024005A

2/22/2021

27 28 31

114 115

110A

43 71

110B

137C

137A 137B

148-T

148-A

148-S

148-B

148-C

148-D

138 138A

STAGING AREA AND (1)TEMPORARY

RESTROOM FOR PROJECT TO BE LOCATED

HERE. COORDINATE EXACT LOCATION WITH

COR

FRANKLIN BOULEVARD

FRANKLIN BOULEVARD

T H

O M

P S

O N

S T

R E

E T

AVERILL AVENUE

AVERILL AVENUE

AVERILL AVENUE

A M

E S

S T

R E

E T

W O

O D

F

IN

S T R

E E

T

HARRIS AVENUE HARRIS AVENUE

H A

R R

IS

AVENUE

K N

O X S

T R

E E

T

BLACK AVENUE

M C

C L E

L L A

N A

V E

N U

E

S E

W E

LL A

V

E N

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HARRIS AVENUE

M A R

TIN

L K

IN

G

JR

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LV

E A R D

M A

R T

IN

L

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IN

G J

R B

O U

L E

V A

R D

FRANKLIN BOULEVARD

FRANKLIN

BOULEVARD

LEGEND:

BUILDING LINE

BUILDING NUMBER110

AREA OF WORK

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

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A

M

G-002

CAMPUS MAP

2 4WVS GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

Scale: 1" = 100'-0"

CAMPUS MAP 0 10050 200

NORTH

TRUE

TO

BLDG 110

BTO

BLDG 110

D

TO BLDG 110 A

TO BLDG 110 B

TO BLDG 110 B TO BLDG 110 A

TO BLDG 110

TO BLDG 110 A

TO BLDG 110 C

TO BLDG 110 B

BG22B

BG22A

BG25 BG23 BG21

BG19

BG15B1

BG15B

BG15A

BG15

BG13

SGB2

CGB-2

EBG-10

BG13A

BG11

BG09A

BG09

BG05

CGB-1

CGB-4

BG03

BG01

BG02

BG06

BG06A

BG08

BG10

BG12

BG12A

BG14A

BG14

BG16A

BG16B

BG16C

BG16D

BG16I

BG16M

BG16P

BG16R

BG16T

SGB5

BG16U

BG16Q

BG16S

BG16N1 BG16N

BG16KBG16J

BG16H

CGB-3

BG16EBG16Q

BG16F.1

BG16F

BG16

BG22EBG22D

BG22

BG22C

SGD4

DG01B

DG01C

DG02

DG04

DG06

DG10

DG12

DG14

DG16

DG01

DG01A

DG01D

DG05A

DG05B

DG05CDG05C.1

DG05D.1 DG05D

DG13

DG05F DG05E

DG05G

DG05H

DG28

DG05H.1

DG05J.1 DG05J

DG05K

DG27

DG29

SGD3

DG21A

DG20

DG21

DG22

DG24

DG26

DG23SGC1

DG20A

CGC-1 CGD-3

CGD-5

EDG-6

DG05M

CGD-2 DG05

DG05N

DG05PCGD-1

CG01A

CG01

SGC-SUB

EBG-9 EBG-8

CG03

CGC-2

CG02A

BG15C

DG18

CG56B

CG56A

SCG7

CG56

CG56D

CG56C

CG49

CG47A

CG47

CG47B

CG44

CG46

CG113

CCG-3

ECG7

SCG6

CG42

CG48

CCG-4

CG58A

CG48A

CG48A.1

CG58E

CG48B.1

CG52

CG50

CG48B

CCG-5

CG58

CG54B

CG54

CG54A

CG57

CG58B CG58C

GD-127L

GD-127R

GD-129A

GD-127I

GD-127H

GD-127G

GD-127F

GD-127E

GD-127D

GD-126A.4

GD-126A.3

GD-126A.2

GD-126A.1

GD-122

GD-108A

GD-101D

GD-101C

GD-100

GD-123

GD-127N.1

GD-127N

GD-127M

GD-127K

GD-120

GD-122B

GD-103

GD-101B

GD-102

GD-127P

GD-127Q

GD-118

GD-108

GD-108B

GD-101A

GD-127J

GD-127

GD-127C.1

GD-127C

GD-127B

GD-127A

GD-130

GD-130A

GD-126B

GD-126

GD-125

GD-124

GD-121

GD-119

GD-117

GD-116

GD-115

GD-107

GD-106GD-105GD-104

GD-109

GD-110

CG-41

CG-41A

GD-128

GD-128E

GD-128F

GD-128G

CGD-2

CGD-42

CGA-14

CGA-3

CGA-7

GA-101

GA-102

GA-103

GA-100 GA-104 GA-106 GA-108 GA-110 GA-111 GA-112 GA-113

SGA2

GA-115

GA-117

GA-124

GA-125

GA-129

GA-130

GA-138

GA-139

GA-140

GA-137

GA-136

GA-141GA-142

GA-135

GA-134

GA-142A

GA-142B

CGA-9

CGA-8

GA-133

GA-121

GA-132

GA-122

GA-123

GA-131 GA-128

GA-127

GA-126

GA-118

GA-116

GA-114

GA-109

GA-119

GA-107

CGA-5

GA-105

GA-120

CGD-57

CGA-15

GA-152

GA-151

GA-153A

GA-153

GA-154

GA-155

GA-156

GA-157

GA-147

GA-148

GA-149

GA-150

CGA-11

GA-146

GA-145

GA-144

GA-143

CGB-17 CGB-16

CGB-18

GB-100

GB-101

GB-103 GB-105 GB-107

CGB-19

GB-109

GB-111

CGB-22

CGB-21

GB-113

GB-115

GB-110

GB-112

GB-114

GB-117

GB-106GB-104GB-102GB-126

GB-125

GB-124

CGB-23

GB-123

CGB-24

GC-114

GC-113

GC-100A

GC-100B

GC-100CGC-100DGC-112

CGD-38

GD-112GD-113A

GD-113

GD-114A

GD-114

GC-110 GC-109

CGC-35

GC-106

GC-105

GC-104

CGC-33

SGC4

CGC-30 GC-103A

GC-103 GC-102

GC-102A

CGC-28

GC-101C

GC-101B

GC-101A

GC-101

GC-100I

GC-100H

GC-100L

GC-108

GC-100G

GB-130

GB-121D

GB-121E

GC-121C

GB-121A

CGB-26

GB-121

SGB3

GB-121B

GB-118

CGB-25

GB-116

GB-119

GB-120

GB-123B

GB-123A

GB-122F

GB-122E GB-122

GB-122D

GB-122B

GB-122A

GB-122C

GB-121H

GB-121J GB-121K

GC-107

GB-108

GB-121I

GC-100

GC-102B

GC-103B

SGD1

EGC

EGD

GB-130F

GB-130HGB-130IGB-130J

CB-58

GB-130G

GB-130EGB-130D

GB-130C

GB-130B

GB-130A

GB-130

TRIAGE AREANEURO

EXAM RM EXAM RM EXAM RM EXAM RM

SPECIALITY

SOILED UTILITY

WOMEN'S

CLEAN

MED RM

CHECK OUT

DERM

NEURO/

PULM

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OB/TRT 5

OB/TRT 4

OB/TRT 3

OB/TRT 2

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ABE

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C

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D

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CONSTRUCTION ROUTE -

CONSTRUCTION MATERIALS ROUTE

LEGEND

AREA OF WORK

PATH OF EGRESS

CODE DATA

APPLICABLE CODE:

NFPA 101 (2018)

IBC (2018)

OCCUPANCY CLASSIFICATION

(VA FIRE PROTECTION DESIGN MANUAL SECTION 4.1):

HEALTHCARE

NFPA A.6.1.5.1 HEALTHCARE

MEANS OF EGRESS:

STAIR ENCLOSURE : 2-HR (NFPA 101, A.7.1.3.2.1)

MIN. EXIT WIDTH: 32" CLEAR (IBC 2018, 1010.1.1)

HORIZ. EXITS: 2-HR ASSEMBLY (NFPA 101, 7.2.4.3.2)

GUARDS: 42" HT/4" CLR. SPACING (NFPA 101, 7.1.8)

HANDRAILS: 34-38" HT. (IBC 2018, 1014.1)

RAMPS: 1:20 SLOPE MAX. (PG-18-13)

OCCUPANT LOAD: (NFPA 101.7.3)

NO CHANGE IN EXISTING OCCUPANT LOAD

CAPACITY FACTORS: (NFPA 101.7.3.3)

STAIRS: 0.3

OTHER: 0.2

GENERAL NOTE:

PROVIDE 2-HR RATED FIRESTOPPING AT FLOOR

PENETRATIONS.

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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GROUND FLOOR OVERALL PLAN

3 4WVS GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

Scale: 3/64" = 1'-0"

GROUND FLOOR PLAN 0 84 16

NORTH

PLAN

N

KEY PLAN

SCALE: NO SCALE

GROUND FLOOR

A. CONTRACTOR SHALL PROTECT FLOORS AND

WALLS DURING CONSTRUCTION. PREWORK

CONDITIONS SHALL BE DOCUMENTED IN THE

PRESENCE OF THE COR WITH VIDEO/PICTURES

OF THE ENTIRE PATHWAY. CONTRACTOR

SHALL RETURN THE PATHWAY TO THE

PREWORK CONDITIONS BASED ON THE

PREWORK VIDEOS/PICTURES AT THE

CONCLUSION OF THE PROJECT.

80 16 32

INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

TYPE OF CONSTRUCTION PROJECT ACTIVITY (TYPE A-D)

TYPE A

INSPECTION AND NON-INVASIVE ACTIVITIES

INCLUDES, BUT IS NOT LIMITED TO:

- REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO ONE TILE PER 50 SQUARE FEET

- PAINTING (BUT NOT SANDING)

- WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER

THAN FOR VISUAL INSPECTION

TYPE B

TYPE C

TYPE D

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

- INSTALATION OF TELEPHONE AND COMPUTER CABLING

- ACCESS TO CHASE SPACES

- CUTTING OF WALLS OR CEILING WHERE DUST MITIGATION CAN BE CONTROLLED

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

INCLUDES, BUT IS NOT LIMITED TO:

- SANDING OF WALLS FOR PAINTING OR WALL COVERING

- REMOVAL OF FLOOR COVERINGS, CEILING TILES, AND CASEWORK

- NEW WALL CONSTRUCTION

- MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS

- MAJOR CABLING ACTIVITIES

- ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

- ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS

- REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING SYSTEM

- NEW CONSTRUCTION

PATIENT RISK GROUP TABLE

GROUP 1

LOW RISK

GROUP 2

MEDIUM RISK

GROUP 3

HIGH RISK

• OFFICE AREAS

• HALLWAYS

• CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI

• RESPITORY THERAPY

• THERAPY AREAS

• MENTAL HEALTH UNITS

• CCU

• EMERGENCY ROOM

• LABOR AND DELIVERY

• LABORATORIES (SPECIMEN)

• NEWBORN NURSERY

• OUTPATIENT SURGERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

GROUP 4

HIGHEST RISK

• ANY AREA CARING FOR

IMMUNOCOMPROMISED PATIENTS

• BURN UNIT

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNITS

• MEDICAL UNIT

• NEGATIVE PRESSURE ISOLATION

ROOMS

• ONCOLOGY

• OPERATION ROOMS INCLUDING C-

SECTION ROOMS

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS: CONSTRUCTION PROJECT BY PATIENT RISK

CONSTRUCTION PROJECT TYPE

TYPE A TYPE B TYPE C TYPE D

I

I

I

II

II

II

II

III/IV

II

III

III/IV

III/IV

III/IV

IV

IV

IV

PATIENT RISK GROUP

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE THAT CLASS III OR CLASS IV PROCEDURES ARE NECESSARY.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION

CONTROL PRECAUTIONS DEPENDING UPON THE AREA CLASS DESIGNATION

DURING CONSTRUCTION PROJECT

CL-I

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING

DUCT FROM CONSTRUCTION OPERATIONS

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED

FOR VISUAL INSPECTION.

UPON COMPLETION OF PROJECT

CLASS II

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. REPLACE

USED MATS IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

3. WET MOP AND/OR VACUUM AREA WITH HEPA FILTERED VACUUM

BEFORE LEAVING WORK AREAS.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS

BEING PERFORMED.

CLASS III

1. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD,

PLASTIC TO SEAL AREA FROM NON WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED

CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING

PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING

HEPA-EQUIPPED AIR FILTRATION UNITS IF INDICATED.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERS.

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMLETED

PROJECT IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT

AND INFECTION CONTROL DEPARTMENT AND THOROUGHLY

CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

DEPARTMENT.

2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

CLASS IV

1. ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC TO SEAL

AREA FROM NON WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART

WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA-

EQUIPPED AIR FILTRATION UNIT.

4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS

ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE

LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT

ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS.

SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK

AREA.

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL

DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL

SERVICES DEPARTMENT.

1. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING

OF DEBRIS ASSOCIATED WITH CONSTRUCTION.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHLY

COVERED CONTAINERS.

3. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING

UNESS SOLID LID.

4. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE OR ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK

WAS BEING PERFORMED.

GENERAL NOTES

1. CONTRACTOR SHALL VISIT ALL AREAS OF WORK INCLUDING WALKING THE SITE, MEASURING EXISTING DIMMENSIONS, AND OBSERVING EXISTING CONDITIONS BEFOR BEGINNING WORK, ORDERING MATERIALS, OR STARTING ANY CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL DIMMENSIONS OF EXISTING SITE CONDTION PRIOR TO START OF WORK AND

ORDERING OF MATERIALS

2. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS WHENEVER POSSIBLE. SEE SPECIFICATIONS

3. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES. (IF DAMAGED, REPAIR, RE-PATCH, SAND SMOOTH AND

REFINISH TO MATCH EXISTING).

4. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY WHEN DISCREPANCIES TO THE DRAWINGS ARE FOUND IN THE FIELD.

5. CONTRACTOR SHALL INSTALL TEMPORARY MONITOR AND ENSURE PRESSURE LEVEL TO MEET VA GUIDELINES WITHIN CONSTRUCTION AREA. (CONTRACTOR TO VERIFY LOCATIONS)

WITH THE VA COR PRIOR TO INSTALLATION.

INFECTION CONTROL RISK ASSESSMENT NOTES:

OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS.

ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM.

COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS.

MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIT FILTRATION UNITS.

SEAL HOLES, PIPES, CONDUICTS, AND PUNCTURES APPROPRIATELY.

DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND THOROUGHLY CLEANED.

REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WET MOP AREA WITH DISENFECTANT. REMOVE ISOLATION OF HVAS SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

COVER ALL RETURNS AND SUPPLY DUCTS AT THE GRATE/DIFFUSERS WITH FILTER MEDIA OR BLANKED OFF ENTIRELY PER ICRA REQUIREMENTS.

KEEP CONSTRUCTION SITE CLEAN AND NEAT AT ALL TIMES.

CONTRACTOR SHALL CLEAN THE CONSTRUCTION AREA, AND PREPARE FOR SAFETY AND INFECTION CONTROL'S INSPECTION AND FINAL CLEANING BY VA EMS STAFF

VA EMS STAFF WILL PERFORM FINAL VERIFICATION OF CLEANING ANF SANITATION.

ABBREVIATIONS

(E) (N) N.I.C.

E.T.S.

N.T.S

SIM

BLDG.A.

PH.

INC.

S.

DL

GPM

O.C.

COR

PAMNS

IT

EXISTING

NEW

NOT IN CONTRACT

EXPOSED TO STRUCTURE

NOT TO SCALE

SIMILAR

BUILDING

PHONE

INCORPORATED

SOUTH

DEAD LEG

GALLONS PER MINUTE

ON CENTER

CONTRACTING OFFICER REPRESENTATIVE

PUBLIC ACCESS MASS NOTIFICATION SYSTEM

INFORMATION TECHNOLOGY

FO

SM

MM

DR.

ST.

CMU

EQ.

STL

NR.

A.F.F.

EJ

CJ

Q.R.S.

F

FIBER OPTIC

SINGLE MODE

MULTIMODE

DRIVE

STREET

CONCRETE MASONRY UNIT

EQUAL

STAINLESS

NOT RATED

ABOVE FINISHED FLOOR

EXPANSION JOINT

CONTROL JOINT

QUICK RELEASE SPRINKLER

FAHRENHEIT

PAPER

CADDY

ICRA, ILSM, FIRE WATCH

AND MISC. FORMS

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR THE HAMPTON CORRECT HVAC SPS

PROJECT

• CONSTRUCTION AREA

• PLEASE EXIT AS MARKED

MOUNT THIS SIGN NEXT TO PAPER CADDY

17"

SWIVEL

CASTERS

WITH TWO

LOCKING

BRAKES

MOBILE CART

HEPA NEGATIVE AIR UNIT

EXISTING WALL

EXISTING CEILING

A D

J U

S T

A B

L E

H E

IG

H

T

NOTE: ALL ABOVE CEILING WORK IN HALLWAYS TO USE MOBILE CARTS

NOTE: THIS DOOR AND FRAME SCHEDULE IS FOR RATED TEMPORARY ICRA ENCLOSURES ONLY

NO. QTY. WIDTH HEIGHT THICK. TYPE MAT'L TYPE MAT'L DEPTH RATING HRDWR. REMARKS

MISCELLANEOUS

SET 190 MIN5 3/4"HMTYPE IHMA1 3/4"7'-0"3'-6"(1)D000

DOOR INFORMATION FRAME INFORMATION

HINGES

DUST PROOF STRIKE

LATCH SET

DOOR CLOSER

KICK PLATES

GASKETING

TA2714

VA SPEC F01

DC6210XA11

K1050F

S888 X HEAD & JAMBS

32D

26D

32D

MK

RO

CO

RO

PE

HARDWARE SET 1:

MANUFACTURERS:

CORBIN RUSSWIN CO

MCKINNEY MK

PEMKO PE

ROCKWOOD RO

NOTES:

HARDWARE MANUFACTURER'S LISTED AS BASIS

OF DESIGN. ALTERNATE MANUFACTURERS

ACCEPTABLE, SUBJECT TO REVIEW BY

ARCHITECT AND C.O.R. FOR EQUAL QUALITY

COMPLIANCE.

LATCH SET TO SUPPORT THAT ARE USED AT THIS

FACILITY, COORDINATE WITH COR.

TYPE A TYPE I

DOOR AND FRAME SCHEDULE

2"SEE SCHED.2"

F.F.

MAINTAIN MINUMUM 6'-0"

WIDTH AT EXISTING

CORRIDOR

NEW 2 HOUR PARTITIONS

SEE UL U404 THIS SHEET

CONSTRUCT RATED LID BELOW EXISTING

CEILING. EXISTING CEILING HEIGHT IS

APPROX 8'-0". BOTTOM OF PARTITION LID

TO BE 4" ABOVE THE TOP OF DOOR FRAME.

USE SAME PARTITION TYPE

SEAL WHERE NEW TEMP.

PARTITIONS CONTACT

EXISTING WALLS. REMOVE

GUARDS AND RE-INSTALL

NEW TEMPORARY DOOR-

SEE SCHEDULE THIS

SHEET

D000

EXISTING WALL

12' - 0"

V

IF

/4

PROVIDE STICKY MAT

(CHANGE END OF SHIFT OR

MORE IF NECESSARY TO

MAINTAIN CLEANLINESS)

LOCATION OF DEMOLITION

AND NEW WORK

CORRIDOR

CCG-34

STORAGE

ROOM

CG114

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:3

:1

A

M

G-004

ICRA

4 4WVS GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

Scale: 3" = 1'-0"

ILSM SIGNAGE

Scale: No Scale

MOBILE CART DETAIL

Scale: 1/2" = 1'-0"

PARTIAL PLAN - ICRA MEASURES

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE REFERENCE PHOTO

VANTAGE POINT

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT HEIGHTMATL

1'-0"

-1

DEDUCTIVE ALTERNATE

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE COR OF ANY

DISCREPANCY DISCOVERED.

6. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH

ALL NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS

INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY

REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT

GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA

OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL

CENTER GROUNDS.

4. PATCH WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT

CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR

INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

6. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES

GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

7. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION

REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

8. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND

THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE

PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE

DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE

SCOPE OF THE PROJECT.

9. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND

DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF

SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE.

DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT

INDICATED OR THAT ARE NOT IDENTIFIED. SHALL BE REPORTED TO THE

CONTRACTING OFFICER.

6X6- W1.4X W1.4 WWF

TYPICAL EQUIPMENT

ANCHORAGE - SEE

EQUIPMENT CUT

SHEETS

PROVIDE #3 DOWEL

BARS 24" O.C. EACH WAY.

EPOXY DOWELS INTO

EXISTING SLAB

NOTE: L & W DIMENSIONS SHALL BE 6" GREATER THAN THE EQUIPMENT MOUNTING

LOCATIONS. SEE MECHANICAL DRAWINGS FOR EQUIPMENT INFORMATION.

EXISTING CONCRETE

SLAB

" 5

NEW CONCRETE

EQUIPMENT PAD 3000

PSI, PAINT EXPOSED

PAD WITH YELLOW

EPOXY PAINT

EXISTING EXHAUST

FAN TO BE REMOVED.

SEE MECHANICAL

DRAWINGS.

REMOVE (2) EQUIPMENT

SUPPORTS AND

ASSOCIATED ROOFING.

PATCH TPO ROOFING

MEMBRANE WITH NEW

TPO MEMBRANE AS PER

MANUFACTURER'S

RECOMMENDATIONS.

AFTER DEMOLITION THIS

ROOF AREA TO BE FLUSH

WITH EXISTIING

4 EXISTING EXHAUST FAN

TO BE REMOVED.

DEMOLISH (2) EXISTING

ROOF CURBS AND

PATCH. SEE PHOTO THIS

SHEET.

NEW EXHAUST FANS. INSTALL

(2) NEW EQUIPMENT CURBS

FOR EACH FAN, SEE DETAIL 2

THIS SHEET. FOLLOW ALL

MANUFACTURER'S

RECOMMENDATIONS.

EXISTING FAN SET TO

REMAIN

EXISTING AHU

NOTE: GC TO VERIFY ALL

ROOF WORK CONDUCTED

DOES NOT AFFECT OR IS

IN COMPLIANCE WITH

ROOF WARRANTY.

## PHOTO VANTAGE POINT

REFER TO DETAIL 4 THIS SHEET

GASKET

SHEET METAL COVER

FASTEN 8" O.C.

EQUIPMENT SUPPORT

SECURED TO DECK

PLATES & FASTENERS

SPACING AS PER

MANUFACTURER'S

RECOMMENDATIONS

EXISTING ROOF

DECK / SUBSTRATE

EQUIPMENT SUPPORT

BRACKET

SET BOLT IN SEALANT

REINFORCED TPO

MEMBRANE

EXISTING ROOF

INSULATION

M

IN

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-100

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS, NOTES AND DETAILS

1 2WVS GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGENDGENERAL NOTESDEMOLITION NOTES

Scale: 1" = 1'-0"

CONCRETE EQUIPMENT BASE

Scale: No Scale

REFERENCE PHOTO - EXISTING EXHAUST FAN

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

EXISTING ROOF PARTIAL PLAN

DEDUCT ALTERNATE NOTES##

Scale: 6" = 1'-0"

ROOF EQUIPMENT CURB DETAIL

0 4 8 16

NORTH

PLAN

PHOTO KEY NOTES##

1. SEE SPECIFICATION SECTION 01 00 00, 1.3, B.

PHASING PLAN NOTES

1. REFER TO SPEC SECTION 01 00 00, 1.6, G. GENERAL

REQUIREMENTS FOR PHASING PLAN.

DN

DN

MECH

ROOM

CG113

CORRIDOR

CCG-34CORRIDOR

CCG-3

STORAGE

ROOM

CG114

5'-0" 1'-0"

D100

EXISTING SPS AHU TO REMAIN

MECH

ROOM

CG113

12 3

1 2

CORRIDOR

CCG-34

CORRIDOR

CCG-3

VIF

7'-0"

VIF

3'-6"

STORAGE

ROOM

CG114

NO. QTY. WIDTH HEIGHT THICK. TYPE MAT'L TYPE MAT'L DEPTH RATING HRDWR. REMARKS

MISCELLANEOUS

SET 190 MIN5 3/4"HMTYPE ISCWA1 3/4"7'-0"3'-6"(2)D100

DOOR INFORMATION FRAME INFORMATION

HINGES

FLUSH BOLTS

DUST PROOF STRIKE

STOREROOM LOCK

COORDINATOR

ASTRAGAL

DOOR CLOSER

KICK PLATES

GASKETING

TA2714

CL3100 SERIES

2600 SERIES

BY DOOR MANUF.

DC6210XA11

K1050F

S888 X HEAD & JAMBS

32D

32D

26D

32D

32D

MK

RO

RO

CO

RO

CO

RO

PE

HARDWARE SET 1: MANUFACTURERS:

CORBIN RUSSWIN CO

MCKINNEY MK

PEMKO PE

ROCKWOOD RO

NOTES:

HARDWARE MANUFACTURER'S LISTED AS BASIS OF DESIGN. ALTERNATE

MANUFACTURERS ACCEPTABLE, SUBJECT TO REVIEW BY ARCHITECT AND

C.O.R. FOR EQUAL QUALITY COMPLIANCE.

FLUSH DOORS TO MATCH EXISTING ADJACENT WOOD VENEER DOORS -

SEE SPECIFICATIONS

LOCKSET TO ACCOMMODATE MEDECO SFIC CORE, COORDINATE WITH

C.O.R.

TYPE A TYPE I

DOOR AND FRAME SCHEDULE

2" SEE SCHEDULE 2"

F.F.

## PHOTO VANTAGE POINT

REFER TO DETAILS 3 AND 4 THIS SHEET

TYPES

SEE PARTITION

DOOR AND FRAME -

SEE DOOR SCHEDULE

SEALANT BOTH SIDES

OF DOOR - CONTINUOUS

METAL STUD HEADER BY

METAL STUD PROVIDER

DOOR AND

FRAME - SEE

DOOR

SCHEDULE

SEALANT BOTH

SIDES OF DOOR -

CONTINUOUS

5/8" GYPSUM

BOARD

T Y

P E

S

S E

E P

A R

T

IT

IO

N

METAL STUDS

EXISTING BRICK

WALL

CORRIDOR

COURTYARD

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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A-101

PARTIAL PLANS - GROUND FLOOR

DEMOLITION AND NEW WORK

2 2WVS GTS

CORRECT HVAC

DEFICIENCIES BLDG. 110 -

(SPS, 110/110A)

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 FEBRUARY 23, 2021

100% CONSTRUCTION DOCUMENTS

590-19-11019-025

110,110A

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

GROUND FLOOR PLAN - NEW WORK 0 2 4 8

NORTH

PLAN

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

GROUND FLOOR PLAN - DEMOLITION 0 2 4 8

NORTH

PLAN

HM= HOLLOW METAL

PF= PREFINISHED

PNT= PAINT

SCW= SOLID CORE WOOD

GROUND FLOOR

1. INSTALL NEW DOOR AND FRAME - SEE SCHEDULE

THIS SHEET

2. INSTALL NEW METAL STUD AND GYPSUM FROM TOP

OF NEW DOOR TO UNDERSIDE OF EXISTING LINTEL

3. NEW WALLS ABOVE DOOR TO ALIGN WITH EXISTING

4. NEW EQUIPMENT BASE SLAB - SEE MECHANICAL

DRAWINGS FOR LOCATION AND SIZE. SEE DETAIL

1/A-001.

5. EXISTING FIRE EXTINGUISHER, PROVIDE WALL

MOUNT BRACKET AT 4'-0" MAX TO HIGHEST

OPERABLE POINT - IF FIRE EXTINGUISHER OVER 40

LBS 3'-6" MAX HT.

1. REMOVE EXISTING DOOR AND FRAME

2. REMOVE EXISTING METAL STUD AND GYPSUM

BOARD TO 8'-6" A.F.F. ( TO UNDERSIDE OF EXISTING

LINTEL.)

3. EXISTING SWITCH TO BE RELOCATED - SEE

ELECTRICAL DRAWINGS.

4. EXISTING 8'-0"H WOOD STUD PARTITION WALLS

WITH 1/2" OSB SHEATHING TO ONE SIDE TO BE

DEMOLISHED.

A. SEE SHEET G-003 FOR ICRA PARTITIONS. ICRA

PARTITIONS MUST BE CONSTRUCTED AND

SEALED PRIOR TO DEMOLITION WORK AND

STAY IN PLACE UNTIL THE COMPLETION OF

WORK.

B. THE VA WILL MOVE ALL STORED ITEMS FROM

ROOM CG114, PRIOR TO CONSTRUCTION.

C. VA OPERATING HOURS FOR DAY AND NIGHT

WORK IS 7:00AM TO 9:00PM.

D. ALL TIE IN WORK NEEDS TO OCCUR DURING

WEEKENDS.

E. ALL WORK MUST HAVE ZERO IMPACT ON

HOSPITAL OPERATIONS.EXISTING EQUIPMENT

IS TO REMAIN OPERATIONAL DURING THE

ENTIRETY OF WORK BEING PERFORMED.

F. GC TO STAFF PROJECT ACCORDINGLY TO

ACCOMPLISH NECESSARY WORK IN A SINGLE

WEEKEND IN ORDER TO KEEP HOSPITAL

OPERATIONAL.

G. FOR ANY ADDITIONAL ACCESS PANELS THAT

NEED TO BE CUT IN FOR DUCT CLEANING –

CUT HOLE IN EXISTING DRYWALL CEILING

24X24 WITH NEAT EDGES. INSTALL NEW FLUSH

24”X24” FLUSH ACCESS DOOR WITH 1” FLANGE

AS PER MANUFACTURER’S STANDARD

DETAILS. COLD ROLLED STEEL, PRE-FINISHED-

WHITE, WITH NEOPRENE GASKETING. BASIS

OF DESIGN: BEST ACCESS DOORS, MODEL BA-

AHD, 24”X24”. ACCESS DOORS MUST BE

AIRTIGHT POST-INSTALLATION. SEE

MECHANICAL DRAWINGS FOR LOCATIONS AND

QUANTITIES.

PHOTO KEY NOTES##

Scale: No Scale

REFERENCE PHOTO 2

Scale: No Scale

REFERENCE PHOTO 1

Scale: 3" = 1'-0"

HEAD DETAIL @ METAL STUD

Scale: 3" = 1'-0"

JAMB DETAIL @ METAL STUD

DOOR REMARKS:

1. VERIFY WITH C.O.R. WHICH EXACT DOOR TO MATCH FOR VENEER

TYPE AND STYLE.

2. HOLLOW METAL FRAME TO BE PAINTED TO MATCH COLOR OF

EXISTING DOOR FRAME IN CLOSE PROXIMITY

N

KEY PLAN

SCALE: NO SCALE

DEDUCT ALTERNATE

NOTES

1. SEE SPECIFICATION SECTION 01 00 00.

F

SD

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR-COOLED CONDENSER

ACCH AIR-COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL DAMPER,

MODULATING

ACD-TP AUTOMATIC CONTROL DAMPER,TWO

POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTER

BFT BOILER PLANT FIRE TUBE

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BHX BOILER BLOWDOWN HEAT

EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BSC BIOLOGICAL SAFETY CABINETS

BT BUFFER TANK

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELCIUS)

CC COOLING COIL

CCD COOLING COIL CONDENSATE DRAIN

CENT CENTRIFICAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CH CHILLER

CHWP CHILLED WATER PUMP

CHW CHILLER WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CM CARBON MONOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO2 CARBON DIOXODE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CHWCC CHILLED WATER COOLING COIL

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

D-4 ECONOMIZER OUTDOOR AIR

DAMPER

dB DECIBELS Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DIW DEIONIZED WATER

DP DEW POINT TEMPERATURE

DP DIFFUSER PLATE

DPA DIFFERENTIAL PRESSURE

ASSEMBLY

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

EGS EMERGENCY GAS SHUTOFF

EH EXHAUST HOOD

EJ EXPANSION JOINT

EMD END OF MAIN DRIP (STEAM)

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

F&T FLOAT AND THERMOSTATIC

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FCU FAN COIL UNIT (4 PIPE)

FCW FORWARD CURVED WHEEL (FAN)

FD FLOOR DRAIN

FD FIRE DAMPER

FF FINAL FILTER

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBER REINFORCED POLYESTER

FS FLOW SWITCH

FSTAT FREEZESTAT

FT FEET

FT-LB FOOT-POUND

FTR FIN TUBE RADIATION

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GH GRAVITY HOOD

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRR GLYCOL RECOVERY RETURN

GRS GLYCOL RECOVERY SUPPLY

GS GALVANIZED STEEL

H HUMIDIFER

H&CW HOT & COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HC HEATING COIL

HD HEAD

HD HOOD

HHW HEATING HOT WATER

HHWC HEATING HOT WATER COIL

HHWP HEATING HOT WATER PUMP

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HOA HAND/OFF/AUTOMATIC

HP HEAT PUMP

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HPR HIGH PRESSURE RETURN (STEAM

CONDENSATE)

HPS HIGH PRESSURE SUPPLY (STEAM)

HRC HEAT RECOVERY COIL

HRD HEAT RECOVERY DEVICE

HSTAT HUMIDISTAT

HUM HUMIDIFIER UNIT MOUNTED

HVU HEATING AND VENTILATING UNIT

HW HOT WATER

HWC HOT WATER COIL

HWUH HOT WATER UNIT HEATER

HX HEAT EXCHANGER

Hz HERTZ

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

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 INTERGRATED PART LOAD VALUE

IRH INTRARED HEATER

IS INSECT SCREEN

IV INLET VANES

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LH LATENT HEAT

LPR LOW PRESSURE RETURN (STEAM

CONDENSATE)

LPS LOW PRESSURE SUPPLY (STEAM)

LSD LINEAR SLOT DIFFUSER

LTCP LOCAL TEMPERATURE CONTROL

PANEL

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

MAV MANUAL AIR VENT

MAX MAXIMUM

MB MIXING BOX

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT

AMPACITY

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MOV MOTOR OPERATED VALVE

MPR MEDIUM PRESSURE RETURN (STEAM

CONDENSATE)

MPS MEDIUM PRESSURE SUPPLY (STEAM)

MTD MEAN TEMPERATURE DIFFERENCE

MVD MANUAL VOLUME DAMPER

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOAA NATIONAL OCEANIC & ATMOSPHERIC

ADMINISTRATION

NOM NOMINAL

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAI OUTSIDE AIR INTAKE

OD OUTSIDE DIAMETER

OR OPERATING ROOM

OSA OUTSIDE SUPPLY AIR

(CONDITIONED)

P PUMP

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PHC PREHEAT COIL

PHCP PREHEAT COIL PUMP

PPM PARTS PER MILLION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH –

ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSS PRIMARY SECONDARY SYSTEM

PSV PRESSURE SAFETY VALVE

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

RDS ROOM DATA SHEETS

REA RELIEF AIR

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RL REFRIGERANT LIQUID LINE

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RS REFRIGERANT SUCTION

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SC SHADING COEFFICIENT

SCFM STANDARD CUBIC FEET PER MINUTE

SCR SILICON CONTROLLED RECTIFIER

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SF SUPPLY FAN

SH STEAM HUMIDIFIER

SHC STEAM HEATING COIL

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPD SUPPLY PROCESS AND

DISTRIBUTION

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SSR SOLID SEPARATOR

ST STEAM TRAP

SV STEAM SAFETY VALVE

SVS STEAM VENT SILENCER

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TP TRAP

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UC UNDER CUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

V VALVE

VAF VANE-AXIAL FAN

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL

OPPOSED BLADE)

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VI VIBRATION ISOLATOR

VP VACUUM PUMP

VPS VARIABLE PRIMARY SYSTEM

VR VACUUM (STEAM CONDENSATE)

RETURN

VSD VARIABLE SPEED DRIVE

VUH VERTICAL UNIT HEATER

W WATTS

Wb WET-BULB (TEMPERATURE)

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

XT EXPANSION TANK

YR YEAR

MECHANICAL ABBREVIATIONS

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

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

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

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

5. WHERE POSSIBLE, PROVIDE STANDARD PRODUCTS OF THE VARIOUS MANUFACTURERS EXCEPT WHERE SPECIAL CONSTRUCTION OR PERFORMANCE FEATURES ARE

REQUIRED.

6. EQUIPMENT OR MATERIAL DEVIATIONS FROM INDICATED CONTRACT REQUIREMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE COR. SUBMIT PROPOSED EQUIPMENT DEVIATIONS THAT ARE SIMILAR BOTH IN QUALITY AND CAPACITY TO THAT EQUIPMENT SPECIFIED, AS SOLELY DETERMINED BY THE COR.

7. PROVIDE MECHANICAL EQUIPMENT THAT IS LISTED AND LABELED BY UNDERWRITERS LABORATORIES (U.L.).

8. INSTALL EQUIPMENT AS INDICATED, ALLOWING FOR SUFFICIENT ACCESS AND CLEARANCE SPACE FOR EQUIPMENT MAINTENANCE, REPAIRS, AND REPLACEMENT.

9. INSTALL EQUIPMENT WITH PROPER CLEARANCES FOR REQUIRED PIPING AND ELECTRICAL SERVICES AND CONNECTIONS. INSTALL EQUIPMENT WITH REQUIRED ACCESS AND CLEARANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND APPLICABLE CODES AND STANDARDS.

10. COORDINATE LOCATION, INSTALLATION, AND ROUTING OF DUCTWORK, PIPING, AND EQUIPMENT WITH WORK OF ALL OTHER TRADES.

11. PROVIDE SUPPORT FOR MECHANICAL EQUIPMENT. COORDINATE SUPPORT LOCATIONS WITH ALL CONTRACTORS PRIOR TO INSTALLATION.

12. PROVIDE POWER CONNECTIONS TO EQUIPMENT PROVIDED UNDER THIS CONTRACT AS WORK OF DIVISION 26.

13. PROVIDE CONTROL WIRING FOR MECHANICAL EQUIPMENT AS WORK OF DIVISION 23.

14. DUCTWORK AND PIPING LAYOUTS AND LOCATIONS ARE SCHEMATIC. DO NOT SCALE THESE DRAWINGS. COORDINATE AND DETERMINE EXACT ROUTING OF DUCTWORK AND

PIPING IN THE FIELD.

15. FIELD VERIFY DIMENSIONS BY ACTUAL MEASUREMENT AND OBSERVATION BEFORE ORDERING OR FABRICATING DUCTWORK, PIPING OR EQUIPMENT.

16. NOTIFY COR REGARDING DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS OR DIMENSIONS BEFORE PERFORMING WORK. FAILURE TO VERIFY AND REPORT SHALL CONSTITUTE CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS AS FIT FOR THE PROPER EXECUTION OF THE WORK.

17. SEE ARCHITECTURAL DRAWINGS FOR FINAL LOCATION OF CEILING INSTALLED EQUIPMENT.

18. INSTALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE AND AS CLOSE AS POSSIBLE TO BUILDING WALLS, CEILING AND FLOOR AND ROOF STRUCTURE. PROVIDE OFFSETS, FITTINGS, AND DIMENSIONAL TRANSITIONS NOT SHOWN BUT REQUIRED TO MAINTAIN MINIMUM CLEAR SPACE TO BUILDING SURFACES AT NO ADDITIONAL COST.

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

20. SUBMIT BOUND SET OF OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT AT COMPLETION OF PROJECT.

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

22. MAKE A COMPLETE REVIEW OF DRAWINGS, INCLUDING SCHEDULES AND DETAILS, PRIOR TO BEGINNING MECHANICAL SYSTEM INSTALLATION. RESOLVE CONFLICTS WITH

COR.

23. DRAWING PLANS,…