590-18-121 Drawings.pdf

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D

ORE JOHN MOW

EN

JRR

EG

ISTERED

No. 7867

A R C H I T E C

T

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

ACG Project Number

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#

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

/3

/2

:2

:0

P

M

G-001

COVER

1 3GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667

VA PROJECT #: 590-18-121 APOGEE PROJECT #: 19-111

TM

DRAWING LIST

GENERAL

G-001 COVER 1 3

G-002 GENERAL INFORMATION 2 3

G-101 PRE-CONSTRUCTION RISK ASSESSMENT - (PCRA) 3 3

ARCHITECTURAL

AG001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 19

AG100 SITE PLAN 2 19

AD101 BUILDING 28 & 31 ROOF DEMOLITION PLANS 3 19

AD102 BUILDING 33 ROOF DEMOLITION PLAN 4 19

AD103 BUILDING 137 ROOF DEMOLITION PLAN - A 5 19

AD104 BUILDING 137 ROOF DEMOLITION PLAN - B 6 19

AD105 BUILDING 15, 140 AND 171 ROOF DEMOLITION PLAN 7 19

AD106 BUILDING 170 AND 174 ROOF DEMOLITION PLAN 8 19

AD110 DEMOLITION PHOTOS 9 19

AD111 DEMOLITION PHOTOS 10 19

AE101 BUILDING 28 AND 31 ROOF PLAN 11 19

AE102 BUILDING 33 ROOF PLAN 12 19

AE103 BUILDING 137 ROOF PLAN - A 13 19

AE104 BUILDING 137 NEW ROOF PLAN - B 14 19

AE105 BUILDING 15,140 AND 171 NEW ROOF PLAN 15 19

AE106 BUILDING 170, 171, 174 AND 71 NEW ROOF PLANS 16 19

AE110 BUILDING 165, 192 AND 193 PLAN - PRESERVATION AND REPAINTING 17 19

AE501 ROOF DETAILS 18 19

AE502 ROOF DETAILS 19 19

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 2

E-501 ELECTRICAL DETAILS 2 2

BLDG 192

BLDG 191

BLDG 33

BLDG 31

BLDG 28

BLDG 170

BLDG 175

BLDG 15

BLDG 171

BLDG 137

137A 137B

BLDG 140

APPROVALS__________________________________________________________________

COR-ILSM & ICRA COMPLETED DATE:

REVIEW ED: AFGE DATE:

REVIEW ED: 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:

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:

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.

W EBSITE FOR PROGRAM IS:

HTTP://W W W .SUBMITTALEXCHANGE.COM/PUBLIC/

W EBSITE REPRESENTATIVE IS :

FRANK PULEO: FRANK.PULEO@ORACLE.COM

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

WALL SECTION

SYMBOL INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

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A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

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N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

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

ACG Project Number

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#

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

:2

3:

P M

G-002

GENERAL INFORMATION

2 3GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

GENERAL SYMBOL LEGEND

S T A T E O F N E V A D A

TH

E O DO R E J O H N MO W E NJ RREGISTERED

No. 7867

A R C H I T E

C T

UTILITY / ESSENTIAL SERVICE

VIBRATIONS

NO IMPACT N/A

MINIMUM N/A

DUST (INFECTION CONTROL)/

AIR QUALITY

ALL WORK IS ON

EXTERIOR OF BUILDING

DUST NEAR HVAC INTAKES

POSSIBLE ISSUE. ASBESTOS

REMOVAL

-ALL INTAKES WILL BE

PROTECTED FROM DUST

ENTERING THE INTAKE.

-ALL ROOFS WITH ASBESTOS

OR HIGH AMOUNT OF DUST

WILL BE WET DOWN REMOVAL

BEGINS

NOISE ALL WORK IS ON EXTERIOR

OF BUILDINGS NO HEAVY

EQUIPMENT OR TOOL WILL

BE REQUIRED FOR WORK

N/A

MINIMUM N/AEQUIPMENT

CREATION OR SPREAD OF

CONTAMINANTS

ASBESTOS ABATEENT AND

LEAD BASE PAINT

ALL REQUIRMENTS FOR

REMOVAL ARE SPECIFIED

TRAFFIC FLOW - PATIENTS,

VISITORS, STAFF, CONTRACT

PERSONNEL

WORK OVERHEAD DUMPSTER

AREAS AND TRAFFIC

INTERRUPITION

REQUIREMENTS FOR

OVERHEAD PROTECTION AND

TRFFIC INTERUPTION ARE

SPECIFIED AND SHOWN ON

DRAWINGS

LIMITS OF CONSTRUCTION

BARRIER LOCATIONS

AREAS BELOW WHERE ROOF

WORK IS BEING PERFORMED

INDICATED ON DRAWINGS

EXPECTED IMPACTS PLANS/MEASURES ADDRESS

IMPACT

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

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

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#

4/ 2/

2:

:1

PM

G-101

PRE-CONSTRUCTION RISK

ASSESSMENT - (PCRA)

3 3TJM GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

1D

KEVIN M. BRUN

DUST CONSTROL PLAN NOTES

INTERNAL DEMOLITION AND CONSTRUCTION

ACTIVITIES DUST AND DEBRIS CONTROL

A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT

PROCEDURES SHALL BE DEFINED. EGRESS PATHS

SHALL BE FREE OF DEBRIS; DESIGNATED ELEVATORS

SHALL BE USED DURING SCHEDULED TIMES; AND

ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED

TO ENTER THE CONSTRUCTION ZONE. SIGNAGE

SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM

THE CONSTRUCTIOIN AREA AND MATERIALS.

B. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER

CONSTRUCTION MATERIAL AND OUT OF THE

PROJECT - CLEAN CART SHALL BE USED; THE NOT-

SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN

ENTRY AND THE CONSTRUCTION STAGING PREP

AREA.

C. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN

CARTS WITH TIGHTLY FITTED COVERS, USING

DESIGNATED TRAFFIC ROUTE. EFFORTS SHALL BE

MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST

PERIOD OF ACTIVITY. DEBRIS SHALL BE REMOVED

DAILY AND AT TIMES SPECIFIED BY THE COR. IF

CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE,

HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE

CHUTE OPENING SHALL BE SEALED WEHN NOT IN

USE. FILTERS SHALL BE BAGGED AND SEALED

BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AAREA. THE CONTRACTOR SHALL

NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS

WITHOUT PRIOR APPROVAL OF THE COR.

D. EXTERIOR WINDOWS: EXISTING WINDOWS SHALL BE

PROTECTED TO PREVENT DAMAGE BY ADJACENT

CONSTRUCTION WORK.

VENTILATION AND ENVIRONMENTAL CONTROLS

E. AIR SYSTEM FLOW: THE COR VERIFY AND

ACKNOWLEDGE CONTRACTOR WHETHER THE

CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-

CIRCUATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER

MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN

TO DIRTY PLACES.

F. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE

CONSTRUCTION AREA SHALL BE NEGATIVE WITH

RESPECT TO SURROUNDING AREAS AND WITH NO

DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS.

USE OF THE NEGATIVE AIR PRESSURE SYSTEM

WITHIN THE ENCLOSURE TO REMOVE DUST SHALL

PASS AIR THROUGH AN INDUSTRIAL GRADE

PORTABLE HEPA FILTER CAPABLE OF FILTRATION

RATES OF 300-800 CUBIC FEET PER MINUTE, OR

EXHAUST AIR DIRECTLY TO THE OUTSIDE IF

APPROVED BY COR. IF EXHAUST SHALL BE TIED INTO

A RE-CIRCULATED AIR SYSTEM, PRE-FILTER AND

HEPA FILTER SHALL BE USED BEFORE EXHAUST TO

PREVENT CONTAMINATION OF THE DUCTS.

G. ADJACENT AREAS: THE STATUS OF SEALED

PENETRATIONS AND INTACT CEILIING SHALL BE

VERIFIED DAILY.

H. AIR EXCHANGE RATES AND PRESSURE

RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL

AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE

AIR IS NOT BEING RE-CIRCUATED WITHOUT

FILTRATION FROM THE CONSTRUCTION AREA

ELSEWHERE. PROVIDE AIR PRESSURE TESTING

THOUGHOUT THE PROJECT IN THE FREQUENCY AS

IDENTIFIED BY THE COR.

PROJECT NAME :REPLACE ROOF / FASCIA / SOFFIT / GUTTER - VARIOUS BUILDINGS

PROJECT NUMBER : 590-18-121

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

WINDOW TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1-

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. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS . SPECIFIC PRODUCTS AND DETAILS 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 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 DESIGNING AND 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.

13. LIGHTNING PROTECTION - CONTRACTOR SHALL DESIGN A LIGHTNING PROTECTION SYSTEM THAT MEETS VA SPECIFICATION 26 41 00 "FACILITY LIGHTNING PROTECTION" AND ALL NFPA RELATED DOCUMENTS. LIGHTNING PROTECTION SYSTEM SHALL MEET U.L. REQUIREMENTS SUCH THAT THE SYSTEM SHALL HAVE A

MASTER LABEL CERTIFICATE.

14. CONTRACTOR SHALL CONTACT THE COR A MINIMUM OF 14 DAYS PRIOR TO REQUEST ANY POWER OUTAGES REQUIRED.

15. CONTRACTOR SHALL STORE ALL HAZARDOUS MATERIAL NOT IN IMMEDIATE UE IN A SECURE LOCATION AT REMOET LAYDOWN AREA. HAZARDOUS MATERIALS

CANNOT BE STORED AT BUILDING LOCATIONS.

16. CONTRACTOR SHALL PLACE SIGNAGE AT THE ENTRANCE TO WORK AREAS WARNING PEOPLE OF ONGOING CONSTUCTION WORK. SUBMIT SAFETY SIGNAGE TO

THE MEDICAL CENTER SAFETY OFFICER FOR APPROVAL.

17. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF PROTECTIVE STRUCTURES AND LOCATIONS OF THE STRUCTURES AT BUILDING ENTRIES AND ADJACENT WALKWAYS/PATHS. LOCATIONS SHOWN ON THE ARCHITECTURAL DEMOLITION SHEETS (AD101-AD106) ARE FOR REFERENCE ONLY. FINAL PLAN FOR

LOCATIONS AND DETAILS TO BE SUBMITTED TO THE COR FOR FINAL ACCEPTANCE.

18. PROVIDE OVERHEAD PROTECTION FOR ALL ENTRANCES / EXITS / WALKWAYS, ETC. FOR A DISTANCE OF 30' FROM BUILDING. THE WALKWAY SHALL CONSIST OF PLANKING NO LESS THAN INDUSTRY STANDARD NORMAL THICKNES OF TWO INCHES, CLOSE LAID,MADE WATER TIGHT AND COVERED WITH EXTERIOR GRADE

FIRE RESISTANCE PLYWOOD

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GISTERED

No. 7867

A R C H I T E C T

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

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:3

PM

AG001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

GE

NE

RA

TO

R

AC

C

AC

AC

AC AC

AC

AC

A C

AC

AC

AC

AC

AC

AC

AC

ACACAC

AC

AC

AC

AC

AC

AC

AC

AC

AC

A C

A C

AC

AC

AC

F

UP

DECK

SLOPE

SL

O

PE

UP

SIDEWALK

BLDG. 146

RA-B

RA-C

RA-D

RA-E

RA-F

RA-F

RA-G

RA-H

RA-I

RA-I

RA-J

RA-K

RA-L

RA-M

RA-N

RA-O

RA-P

RA-Q

RA-R

RA-S

RA-T

OPEN

RA-A

HVAC

AC

GRAVEL

GRAVEL PARKING AREA

CONC. RAMP

NO PARKING

FIRE LANE

48" CHAIN LINK

SIGN

SIGN

SIGN

SEW

ELL

AVENUE

AVENUE

AM

ES

S

TR

EE

T

ST

RE

ET

KN

OX

S

TR

EE

T

W

OO

DF

IN

TH

O

M

PS

O N

S

TR

EE

T

BLACK

FRANKLIN BOULEVARD

EM

AN

CI

PA

TI

ON

D R.

AVEN

U

E

M cC

LELLAN

HARRIS

HARRIS

AV

EN

UE

AVERILL AVENUE

FR

AN

KL

IN

BOULE

VARD

MARTIN L. KING JR. BOULEVARD

BO

ULEVARD

SHORE ROAD

AVENUE

HARRIS

AVENUE

HARRIS

AVERILL AVENUE

FRANKLIN BOULEVARD

M

ARTIN L. KING JR.

CONTRACTOR'S STAGING AREA

MALLORY

STREET

JONES CREEK

SALVAGE YARD

G R

AV

EL

D R

IV

EW

AY

G R

AV

EL

D R

IV

EW

AY

G R

AV

EL

R O

AD

STORM

WATER

POND

IMPOUND LOT

FOUNDER'S

MONUMENT

AVENUE TANK

M109

AC

C

EXIST.

ELEC

. VLT.

EXIST. CONC. RAMP

EX

IST

ING

P

AR

KIN

G

LO

T #5

EX

IST

ING

P

AR

KIN

G

LO

T #5

6' C.L.F.

EX

IST

BL

DG

FIN

.FL

6.7

FIN

.FL

6.7

EX

IST

BL

DG

RA-A

RA-B

RA-A

RA-B

RA-C

RA-B

RA-A

RA-C

RA-D

RA-E

RA-F

RA-A

RA-B

RA-E

RA-C

RA-D

RA-F

RA-G

RA-H

RA-A

R A-

A

RA-A

BLDG 192

BLDG 193

BL

D

G

BL

D

G

BLDG 170

BLDG 175

BLDG 15

BLDG 33

BLDG 171

BLDG 137D BLDG 137A

BLDG 137B

BLDG140

VALVE

HOUSE

BLDG 165

BLDG 174

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DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:4

PM

AG100

SITE PLAN

2 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

Scale: 1" = 100'-0"

1 SITE PLAN

A. CONTRACTOR SHALL ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURE ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING OR PATHWAYS

BELOW WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED WALKWAYS

BELOW AREAS WHERE ROOF WORK IS BEING

PERFORMED. SIGNAGE AND BARRIER TO RESTRICT

PEDESTRIAN TRAFFIC IN AREAS WHERE WORK IS

BEING PERFORMED AND ANY PROTECTIVE

MEASURES REQUIRED TO PROTECT PATIENTS,

STAFF, VISITOR OR OTHER PERSONNEL FROM THE

ROOF WORK BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFETY DEVICES/FALL PROTECTION PER OSHA

STANDARDS.

C. CONTRACTOR SHALL PROVIDE SCAFFOLDING FOR

ROOF ACCESS AS NECESSARY TO PERFORM WORK.

FINAL LOCATION TO BE COORDINATED WITH COR.

D. CONTRACTOR SHALL ENSURE SCAFFOLDING AND

PROTECTIVE MEASURES COMPLY WITH ALL OSHA

REQUIREMENTS. CONTRACTOR SHALL BE

RESPONSIBLE FOR DESIGN AND ENGINEERING OF

SCAFFOLDING AND PROTECTIVE MEASURES.

E. CONTRACTOR SHALL BE REQUIRED TO INSPECT ALL

SCAFFOLDING AND PROTECTIVE MEASURES DAILY

TO ENSURE THEY ARE SAFE AND COMPLY WITH

OSHA REQUIREMENTS. OSHA QUALIFIED PERSON

NEEDS TO INSPECT THE SCAFFOLDING PER 29 CFR

1926. 950-459

F. CONTRACTOR SHALL REPAIR ALL AREAS DAMAGED

OR DISTURBED DURING CONSTRUCTION. THIS

INCLUDES BUILDING FINISHES, LANDSCAPING,

SIDEWALKS, PAVING OR ANY AREA DAMAGED BY

CONSTRUCTION WORK. RESTORE AREAS TO

ORIGINAL CONDITION AT NO ADDITIONAL COST TO

THE VA.

G. DUMPSTER AND TRASH CHUTE LOCATIONS ARE TO

BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE. SEE SHEETS AD101-AD106 FOR

SUGGESTED LOCATIONS OF LAY DOWN AREAS.

H. CONTRACTOR SHALL PROTECT THE LANDSCAPE

IRRIGATION SYSTEM IN THE CONSTRUCTION AREA

FROM DAMAGE. CONTRACTOR TO REPAIR ANY

DAMAGE TO IRRIGATION SYSTEM AND ADJUST ALL

HEADS AFFECTED BY CONSTRUCTION.

I. CONTRACTOR SHALL PREPARE A PLAN SHOWING

LAYDOWN AREA, SECURITY FENCE, DUMPSTER

LOCATION, SCAFFOLDING AND ACCESS FOR COR

REVIEW AND APPROVAL.

J. CONTRACTOR SHALL ENSURE ALL SCAFFOLDING IS

LOCKED AT ALL TIMES WHEN IT IS NOT IN USE BY THE

CONTRACTOR.

01 02

01 02

01 LOCATION OF DUMPSTERS FOR ROOF DEBRIS.

DUMPSTERS TO BE LOCATED INSIDE FENCED

AREA. PROVIDE CHUTE FROM ROOF TO

DUMPSTER.

02 CONSTRUCTION LAY DOWN AREA AND DUMPSTER

LOCATION TO BE FENCED. THE FENCED AREA

WILL BE LOCKED DURING PERIOD WHEN

CONSTRUCTION IS NOT BEING CONDUCTED.

03 PROVIDE PORTABLE TRASH RECEPTACLES FOR

DEMOLITION OF SMALLER, LOW ROOF AREAS.

04 DO NOT BRING ANY EQUIPMENT OR STORE ANY

MATERIAL IN AREA INDICATED. EXISTING

UNDERGROUND CISTERN LOCATION.

01 02

'-2

41'

'-5

'-3

'-6

'-6

38'-6"

'-3

38'-6"

27'-3"

5'

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR.

I. ASBESTOS MATERIAL HAS BEEN FOUND IN BOTH

BUILDING 28 AND 31, SEE SPECIFICATION SECTION 02

82 13.21 ASBESTOS ROOF ABATEMENT AND

ATTACHED HAZARDOUS MATERIAL SURVEY REPORT.

J. LEAD BASE PAINT HAS BEEN FOUND IN BOTH

BUILDINGS 28 AND 31, SEE SPECIFICATION SECTION

02 83 33.13 LEAD BASE PAINT AND HAZARDOUS

MATERIAL SURVEY REPORT ATTACHED TO SECTION

02 82 13.21.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

BUILDING 31

BUILDING 28

7600 SF

3080 SF

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TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:1

PM

AD101

BUILDING 28 & 31 ROOF DEMOLITION

PLANS

3 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

28 &31

TM

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING ASPHALT SHINGLE ROOF AND

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

02 REMOVE ALL ABANDONED EQUIPMENT, SUPPORTS,

PIPES, ANTENNAS, ETC. NOT IN USE. CONFIRM

ABANDONED ITEMS WITH COR PRIOR TO REMOVAL.

03 REMOVE FLASHING NECESSARY FOR

INSTALLATION OF NEW ROOF SYSTEM.

04 EXISTING FAN EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

05 EXISTING VTR TO REMAIN. REMOVE FLASHING AS

NECESSARY FOR REROOFING.

06 REMOVE EXISTING SLATE ROOF AND MEMBRANE

INSULATION, FASTENERS SYSTEM, AND ALL PARTS

OF ROOF SYSTEM TO EXISTING SUBSTRATE.

07 REMOVE ALL ROOTED / DAMAGED FASCIA/DRIP

EDGE AROUND PERIMETER OF ROOF.

08 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING PROTECTION

AFTER REROOFING PER ELECTRICAL DRAWINGS.

09 REMOVE EXISTING VALLEY FLASHING AND

REPLACE FOR NEW ROOF.

10 LOCATION OF CONSTRUCTION FENCE WITH GATE

PER SPECIFICATION SECTION 32 31 13.

11 LOCATIONS TO ENTRY/PATHWAYS TO BUILDINGS

THAT WILL REQUIRE PROTECTION FROM ROOF

WORK ABOVE.

12 LOCATION OF CONTRACTOR LAYDOWN AREA. ALL

MATERIALS AND EQUIPMENT TO BE LOCATED

INSIDE FENCED AREA. CONTRACTOR TO LOCATION

DUMPSTERS, CHUTES, AND PORTABLE TOILETS

INSIDE THIS AREA. LOCATION AS REQUIRED FOR

WORK.

13 REMOVE EXISTING GUTTERS, DOWN SPOUTS AND

CONDUCTORS AND DISPOSE OFF SITE.

02 03

01 02 03 08

01 02 03 08

01 02 03 08

01 02 03 08 01 02 03 08

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

1 BUILDING 31 ROOF DEMOLITION PLAN

Scale: 12" = 1'-0"

2 BUILDING 28 DEMOLITION PLAN 0 4 8 16

NORTH

PLAN

40'-2" 25'-8" 9' 49'-3"

12'-8"16'6'47'-8"

'-1

16'

'-3

'-3

'-6

49'-3"8'-6"

01 02

06 07 09 06 07 09

06 07 09

06 07 09

06 07 09

06 07 09 06 07 09

06 07 09

01 02

01 02 01 02

01 02

01 02

01 02

01 02

06 07 09

BUILDING 33

5820 SF

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR..

I. LEAD BASE PAINT HAS BEEN FOUND IN BUILDINGS 33,

SEE SPECIFICATION SECTION 02 83 33.13 LEAD BASE

PAINT AND HAZARDOUS MATERIAL SURVEY REPORT

ATTACHED TO SECTION 02 82 13.21.

J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

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DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:2

PM

AD102

BUILDING 33 ROOF DEMOLITION PLAN

4 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING STANDING SEAM METAL

ROOF.REMOVE MEMBRANE, INSULATION,

FASTENER SYSTEMS, AND ALL PARTS OF ROOF

SYSTEM TO EXISTING SUBSTRATE.

02 REMOVE ALL ABANDONED EQUIPMENT, SUPPORTS,

PIPES, ANTENNAS, ETC. NOT IN USE. CONFIRM

ABANDONED ITEMS WITH COR PRIOR TO REMOVAL.

03 NOT USED.

04 EXISTING FAN EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

05 EXISTING VTR TO REMAIN. REMOVE FLASHING AS

NECESSARY FOR REROOFING.

06 REMOVE EXISTING GUTTER AND DOWNSPOUTS.

07 REMOVE ALL ROOTED/DAMAGED FASCIA/DRIP

EDGE AROUND PERIMETER OF ROOF.

08 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING PROTECTION

AFTER REROOFING PER ELECTRICAL DRAWINGS.

09 REMOVE AND REPLACE WOOD FASCIA, WOOD TRIM

AND DECORATIVE WOOD ITEMS. SALVAGE

DECORATIVE ITEMS TO BE USED AS TEMPLATES

FOR NEW DECORATIVE PIECES TO MATCH THE

EXISTING.

10 LOCATION OF CONSTRUCTION FENCE WITH GATE

PER SPECIFICATION SECTION 32 31 13.

11 LOCATIONS TO ENTRY/PATHWAYS TO BUILDINGS

THAT WILL REQUIRE PROTECTION FROM ROOF

WORK ABOVE.

12 LOCATION OF CONTRACTOR LAYDOWN AREA. ALL

MATERIALS AND EQUIPMENT TO BE LOCATED

INSIDE FENCED AREA. CONTRACTOR TO LOCATION

DUMPSTERS, CHUTES, AND PORTABLE TOILETS

INSIDE THIS AREA. LOCATION AS REQUIRED FOR

WORK.

13 AREA OF ROADWAY TO BE CLOSED DURING

CONSTRUCTION OF THE ROOF AREA ABOVE ONLY.

CONTRACTOR TO SUBIT PLAN OF ROAD TO BE

CLOSED AND PERIOD OF CLOSURE TO COR FOR

FINAL ACCEPTANCE. (LOCATION SHOWN FOR

REFERENCE ONLY.) CONTRACTOR IS RESPONSIBLE

FOR ALL TRAFFIC CONTROL.

14 DEDUCTIVE ALTERNATE NO.1 - STANDING SEAM

METAL ROOF SYSTEM AND ALL WORK ASSOCIATED

WITH THE REPLACEMENT OF THIS ROOF AREA

INCLUDING INSULATION, FLASHING, NEW GUTTER

SYSTEM.

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

1 BUILDING 33 ROOF DEMOLITION PLAN

M

AT

C H

LI

N

E A

M

AT

C H

LI

N

E B

M

AT

C H

LI

N

E A

M

AT

C H

LI

N

E B

01 02 08

04 06

01 02 08

01 02 08

01 02 08

01 02 08

04 06

11 11

BUILDING 137A

4235 SF

DUMPSTER LOCATION

SEE SITE MAP IN SHEET AG100

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR.

I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

A

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C O

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N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:2

PM

AD103

BUILDING 137 ROOF DEMOLITION PLAN

- A

5 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING SINGLE PLY ROOFING. REMOVE

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

02 REMOVE ALL ABANDONED EQUIPMENT, SUPPORTS,

PIPES, ANTENNAS, ETC. NOT IN USE. CONFIRM

ABANDONED ITEMS WITH COR PRIOR TO REMOVAL.

03 REMOVE METAL COPING AND SALVAGE FOR

REINSTALLATION AFTER REROOFING.

04 EXISTING EXPANSION JOINT COVER TO BE

REMOVED AND SALVAGED FOR REINSTALLATION

AFTER INSTALLATION OF NEW ROOF.

05 EXISTING VTR TO REMAIN. REMOVE FLASHING AS

NECESSARY FOR REROOFING.

06 EXISTING FAN EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

07 EXISTING ROOF DRAINS. REMOVE DRAIN STRAINER

AND SALVAGE FOR REINSTALLATION AFTER

REREOOFING.

08 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING PROTECTION

AFTER REROOFING PER ELECTRICAL DRAWINGS.

09 ROOF AREA NOT IN SCOPE OF WORK OF THIS

PROJECT.

10 LOCATION OF CONSTRUCTION FENCE WITH GATE

PER SPECIFICATION SECTION 32 31 13.

11 LOCATIONS TO ENTRY/PATHWAYS TO BUILDINGS

THAT WILL REQUIRE PROTECTION FROM ROOF

WORK ABOVE.

12 LOCATION OF CONTRACTOR LAYDOWN AREA. ALL

MATERIALS AND EQUIPMENT TO BE LOCATED

INSIDE FENCED AREA. CONTRACTOR TO LOCATION

DUMPSTERS, CHUTES, AND PORTABLE TOILETS

INSIDE THIS AREA. LOCATION AS REQUIRED FOR

WORK.

13 AREA FOR DUMPSTER LOCATION DURING

DEMOLITION.

1 BUILDING 137 ROOF DEMOLITION PLAN - A

M

AT

C H

LI

N

E A

M

AT

C H

LI

N

E B

BUILDING 137

BUILDING 137C

BUILDING 137

03 10

01 02 10

11 15

100 SF

BUILDING 137D

2310 SF

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR.

I. ASBESTOS MATERIAL HAS BEEN FOUND IN BUILDING

137C, SEE SPECIFICATION SECTION 02 82 13.21

ASBESTOS ROOF ABATEMENT AND ATTACHED

HAZARDOUS MATERIAL SURVEY REPORT.

J. LEAD BASE PAINT HAS BEEN FOUND IN BUILDING

137C, SEE SPECIFICATION SECTION 02 83 33.13 LEAD

BASE PAINT AND HAZARDOUS MATERIAL SURVEY

REPORT ATTACHED TO SECTION 02 82 13.21.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

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N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:3

PM

AD104

BUILDING 137 ROOF DEMOLITION PLAN

- B

6 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING SINGLE PLY ROOFING. REMOVE

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

02 REMOVE ALL ABANDONED EQUIPMENT, SUPPORTS,

PIPES, ANTENNAS, ETC. NOT IN USE. CONFIRM

ABANDONED ITEMS WITH COR PRIOR TO REMOVAL.

03 REMOVE FLASHING NECESSARY FOR

INSTALLATION OF NEW ROOF SYSTEM. REMOVE

METAL COPING AS NECESSARY TO INSTALL

FLASHING/REROOFING.

04 ROOF AREA NOT IN SCOPE OF WORK OF THIS

PROJECT.

05 EXISTING FAN EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

06 EXISTING VTR TO REMAIN. REMOVE FLASHING AS

NECESSARY FOR REROOFING.

07 EXISTING EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

08 EXISTING STACKS/PIPE TO REMAIN. REMOVE

FLASHING FOR REROOFING.

09 EXISTING ROOF DRAINS. REMOVE DRAIN STRAINER

AND SALVAGE FOR REINSTALLATION AFTER

REREOOFING.

10 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING PROTECTION

AFTER REROOFING PER ELECTRICAL DRAWINGS.

11 REMOVE EXISTING BUILTUP ROOFING, REMOVE

BALLAST, MEMBRANE, INSULATION, FASTENER

SYSTEMS, AND ALL PARTS OF ROOF SYSTEM TO

EXISTING SUBSTRATE.

12 LOCATIONS TO ENTRY/PATHWAYS TO BUILDINGS

THAT WILL REQUIRE PROTECTION FROM ROOF

WORK ABOVE.

13 FENCED AREA FOR DUMPSTER LOCATION DURING

DEMOLITION.

14 LOCATION OF CONSTRUCTION FENCE WITH GATE

PER SPECIFICATION SECTION 32 31 13.

15 USE PORTABLE DUMPSTER DURING ROOF

DEMOLITION.

1 BUILDING 137D ROOF DEMOLITION PLAN

109'-3"

'-9

'-6

'-8

6'-8"

13'

'-8

'-3

'-9

92'-2"

'-4

107'-3"

16'-8"

'-7

38'-9"

'-5

BUILDING 15

BUILDING 15

01 03 04 01 03 04

1111 15 15

12 12

04 06

07 08 07

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR.

I. ASBESTOS MATERIAL HAS BEEN FOUND IN BUILDING

15, SEE SPECIFICATION SECTION 02 82 13.21

ASBESTOS ROOF ABATEMENT AND ATTACHED

HAZARDOUS MATERIAL SURVEY REPORT.

J. LEAD BASE PAINT HAS BEEN FOUND IN BUILDINGS 15,

SEE SPECIFICATION SECTION 02 83 33.13 LEAD BASE

PAINT AND HAZARDOUS MATERIAL SURVEY REPORT

ATTACHED TO SECTION 02 82 13.21.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

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C O

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N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:3

PM

AD105

BUILDING 15, 140 AND 171 ROOF

DEMOLITION PLAN

7 19GTS

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

15, 140 & 171

TM

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING ASPHALT SHINGLE ROOF AND

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

02 REMOVE FLASHING NECESSARY FOR

INSTALLATION OF NEW ROOF SYSTEM.

03 REMOVE EXISTING FASCIA/DRIP EDGE TO REMAIN

AROUND PERIMETER OR ROOF.

04 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING PROTECTION

AFTER REROOFING PER ELECTRICAL DRAWINGS.

05 ROOF AREA NOT IN SCOPE OF WORK OF THIS

PROJECT.

06 REMOVE EXISTING SINGLE PLY ROOFING. REMOVE

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

07 EXISTING SCUPPERS WITH COLLECTOR HEADS

AND DOWN SPOUTS TO REMAIN.

08 REMOVE EXISTING COPING CAP AND REPLACE

WITH NEW ROOFING.

09 EXISTING VTR TO REMAIN. REMOVE FLASHING AS

NECESSARY FOR REROOFING.

10 EXISTING FAN EQUIPMENT TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

11 REMOVE ROTTED FASCIA WOOD AND REPLACE

FOR REROOFING

12 LOCATIONS TO ENTRY/PATHWAYS TO BUILDINGS

THAT WILL REQUIRE PROTECTION FROM ROOF

WORK ABOVE.

13 FENCED AREA FOR DUMPSTER LOCATION DURING

DEMOLITION.

14 LOCATION OF CONSTRUCTION FENCE WITH GATE

PER SPECIFICATION SECTION 32 31 13.

15 USE PORTABLE DUMPSTER DURING ROOF

DEMOLITION.

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

1 BUILDING 15 ROOF DEMOLITION PLAN

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

2 BUILDING 140 ROOF DEMOLITION PLAN

3 BUILDING 171 ROOF DEMOLITION PLAN

36'-4"

16'

01 02

VET SHELTER PAVILION

03 04 05 06

01 02

SMOKING PAVILION

04 05 06

01 02

03 04

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT ALL

ENTRY/EXIT POINTS FROM BUILDING WHERE WORK IS

BEING PERFORMED ABOVE.

B. CONTRACTOR TO SET UP AND MAINTAIN TEMPORARY

GUARDS AT EDGE OF ROOF WHERE WORK IS BEING

PERFORMED AND ALL PERSONNEL WEAR PROPER

SAFE DEVICES/FALL PROTECTION.

C. CONTRACTOR TO REMOVE ALL ROOF DRAIN COVERS

AND PROVIDE BLOW DOWN OF DRAIN PIPES TO

ENSURE NO BLOCKAGE. DRAIN PIPING TO BE

REPLACED TO FIRST 90 DEGREE ELBOW.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON THE

PARAPET OF THE ROOF PERIMETER. NEW LIGHTNING

PROTECTION TO BE INSTALLED. SEE ELECTRICAL

DOCUMENTS FOR VA REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS, ETC.

NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF CURBS,

PENETRATIONS, OR ANYTHING ATTACHED TO THE

ROOF MEET ROOFING MANUFACTURING MINIMUM

HEIGHT REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

G. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE

ALL ENTRIES AND ADJACENT WALKWAYS ARE

PROTECTED FROM ROOF WORK ABOVE. AREAS

INDICATED ARE FOR REFERENCE AND THE

CONTRACTOR IS REQUIRED TO SUBMIT PLANS AND

DETAILS FOR ALL REQUIRED PROTECTIVE

MEASURES.

H. CONTRACTOR SHALL DETERMINE AREA OF ROADWAY

REQUIRED TO BE CLOSED DURING CONSTRUCTION

AND SUBMIT PLAN TO COR.

I. LEAD BASE PAINT HAS BEEN FOUND IN THE VALVE

HOUSE BUILDING, SEE SPECIFICATION SECTION 02 83

33.13 LEAD BASE PAINT AND HAZARDOUS MATERIAL

SURVEY REPORT ATTACHED TO SECTION 02 82 13.21.

J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TRAFFIC CONTROL.

A

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C O

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O T

I O

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N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:3

PM

AD106

BUILDING 170 AND 174 ROOF

DEMOLITION PLAN

8 19Author

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

Checker

01 REMOVE EXISTING ASPHALT SHINGLE ROOF AND

MEMBRANE, INSULATION, FASTENER SYSTEMS,

AND ALL PARTS OF ROOF SYSTEM TO EXISTING

SUBSTRATE.

02 REMOVE FLASHING NECESSARY FOR

INSTALLATION OF NEW ROOF SYSTEM.

03 REMOVE EXISTING FASCIA/DRIP EDGE TO REMAIN

AROUND PERIMETER OR ROOF.

04 REMOVE ROTTED FASCIA OR RACK WOOD PIECES

AND REPLACE FOR REROOFING

05 SECURE THIS BUILDING DURING REROOFING.

06 USE PORTABLE DUMPSTER DURING ROOF

DEMOLITION.

07 CONTRACTOR SHALL NOT BRING ANY EQUIPMENT

OVER THIS DESIGNATED AREA. EXISTING

UNDERGROUND CISTERN.Scale: 1/8" = 1'-0"

1 BUILDING 170 ROOF DEMOLITION PLAN

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

2 BUILDING 174 ROOF DEMOLITION PLAN

3 VALVE HOUSE ROOF DEMOLITION PLAN

LAR

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A R C H I T E C T U R A L

C O

R P

O T

I O

N

N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

4/ 2/

2:

:5

PM

AD110

DEMOLITION PHOTOS

9 19Author

REPLACE ROOFS/FASCIA/

SOFFIT/GUTTER - VARIOUS

BUILDINGS

VAMC HAMPTON VA

100 EMANCIPATION DRIVE

HAMPTON, VA 23667 4/6/2020

100% BID DOCUMENTS

590-18-12119-111

TM

Scale: No Scale

1 BLDG 33 DECORATIVE WOOD TRIM

Scale: No Scale

2 BLDG 33 WOOD FASCIA

Scale: No Scale

3 BLDG 28 SLATE ROOF

Scale: No Scale

4 BLDG 28 SHINGLE ROOF @ WALL

Scale: No Scale

5 BLDG 28 SHINGLE ROOF

Scale: No Scale

6 BLDG 31 SHINGLE ROOF

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

7 BLDG 31 SHINGLE ROOF 2

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

8 BLDG 174 SMOKE SHACK

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

9 BLDG 171 GENERATOR BLDG

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A R C H I T E C T U R A L

C O

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O T

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N

N O R T H C A R O L I N A

A R

S TAT E O F N E VA DA

TH

EO

DORE JOHN MOWEN

JRRE

GISTERED

No. 7867

A R C H I T E C T

## 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:

Date Checked Drawn

ACG Project Number

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…