590-19-114 Hampton Tuck Point Project Drawings (1).pdf

100 Emancipation Drive, Hampton, VA 23667

TUCK POINT, CAULK AND

SEAL VARIOUS BUILDINGS

US DEPARTMENT OF VETERANS AFFAIRS

HAMPTON VA MEDICAL CENTER

VA PROJECT NUMBER: 590-19-114

OVERALL CAMPUS SITE PLAN, BUILDING NUMBER, AND PROJECT LOCATOR

CONTACT INFORMATION

COR: Daniel Checki

757-722-9961, EXT 6412

Daniel.Checki@VA.GOV

DAE: Dave Haun

317-464-9090

DHaun@DAENGINEERING.COM

CONTRACTORS SHALL USE THE ONLINE DOCUMENT EXCHANGE

SYSTEM “SUBMITTAL EXCHANGE” FOR ALL SUBMITTALS REQUIRED BY

SPECIFICATIONS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE

TO VIEW TUTORIALS AND LEARN SYSTEM. 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 REPRESNTATIVE IS:

MATT FISCHER, PHONE 1-515-393-2423

APPROVAL SIGNATURES:

COR - ILSM & ICRA

REVIEWED: AFGE

REVIEWED: NAGE

APPROVED: INFECTION CONTROL

APPROVED: CONSTRUCTION SAFETY MANAGER

APPROVED: GEMS COORDINATOR

APPROVED: INDUSTRIAL HYGIENIST

APPROVED: INDUSTRIAL HYGIENIST

APPROVED: FIRE INSPECTOR

APPROVED: HAMPTON ENERGY MANAGER

APPROVED: CHIEF, POLICE & SECURITY

APPROVED: PHYSICAL SECURITY SPECIALIST

APPROVED: CHIEF, SUPPLY CHAIN MANAGEMENT

APPROVED: OFFICE OF INFORMATION & TECHNOLOGY

APPROVED: PATIENT SAFETY MANAGER

APPROVED: WOMEN'S VETERAN PROGRAM MANAGER

APPROVED: CONTRACTING

APPROVED: SUPERVISORY PROJECT ENGINEER

APPROVED: ASSISTANT CHIEF ENGINEER, ENGINEERING SERVICE

APPROVED: CHIEF ENGINEER, ENGINEERING SERVICE

APPROVED: ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR FOR OPERATIONS

APPROVED: EXECUTIVE DIRECTOR, HAMPTON VA MEDICAL CENTER

APPROVED: CHIEF, ENVIRONMENTAL MANAGEMENT SERVICE

APPROVED: SAFETY MANAGER

APPROVED: SUPERVISORY FACILITIES OPERATIONS SPECIALIST

APPROVED: CHIEF, MEDICINE SERVICE

APPROVED: DEPUTY CHIEF OF STAFF

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

G001

GENERAL - COVER SHEET

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Veterans

Health

Administration

TUCK POINT, CAULK AND SEAL

VARIOUS BUILDINGS

590-19-114 www.daengineering.com www.daengineering.com voice (317) 464-9090

2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

HAMPTON VAMC

100 Emancipation Drive, Hampton, VA 23667

07-28-2022

DEH MV

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

A

S e r v i c e

D i s a b l d

V t e ra n

O w n m a l

B u s i n e s s

SDVOSB

CVE

A r v i c e

D i s a b l

V t e ra n

O w n m a

B u s i n e s s

SDVOSB

CVE

GI-001

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VHAHAMCheckD Cross-Out

BUILDING

#146 B

BUILDING

#146 A

BUILDING

#116

BUILDING

#137 A BUILDING

#137 B

BUILDING

#137 C

BUILDING

#137 D

BUILDING

#148C

BUILDING

#148D

BUILDING

#148A

BUILDING

#148T

BUILDING

#148S

BUILDING

#148B

BUILDING

#135

BUILDING

#114

BUILDING

#33

BUILDING

#43

BUILDING

#48

BUILDING

#28

BUILDING

#31BUILDING

#27

PARKING LOT

HARRIS

AVENUE

AVERILL AVENUE

SHORE ROAD

AVERILL AVENUE

MARTIN L. KING JR. BOULEVARD

EM

AN

CIP

AT

IO

N D

R.

MARTIN L. KING JR. BOULEVARD

HARRIS

AVENUE

FR

AN

KL

IN BO

ULE

VA

RD

FRANKLIN BOULEVARD

FRANKLIN BOULEVARD

SEWELL

AVENUE

McCLELLAN

AVENUE

HARRIS AVENUE

KN

OX

ST

RE

ET

BLACK AVENUE

TH

OM

PS

ON

S

TR

EE

T

CONTRACTOR'S STAGING AREA

PARKING LOTPARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

PARKING LOT

JONES CREEK

BUILDING

#113

BUILDING

#66

BUILDING

#83

BUILDING

#17

BUILDING

#37

BUILDING

#156

BUILDING

#110B

BUILDING

#110A

BUILDING

#110D

BUILDING

#110C

BUILDING

#110

BUILDING

#50

BUILDING

#52

BUILDING

#71

BUILDING

#13W

BUILDING

#14

BUILDING

#144

BUILDING

#36

BUILDING

#35

BUILDING

#15

BUILDING

#139

BUILDING

#150

BUILDING

#169

BUILDING

#18

BUILDING

#179

BUILDING

#131

BUILDING

#129

BUILDING

#173 A

BUILDING

#130

BUILDING

#152

BUILDING

#173

BUILDING

#171

BUILDING

#172

BUILDING

#138

BUILDING

#138 A

BUILDING

#136

BUILDING

#147

BUILDING

#142

BUILDING

#159

BUILDING

#143

BUILDING

#167

AM

ES

ST

RE

ET

C-101

CIVIL PLAN

OVERALL SITE PLAN

FOR SPECIFIC SITE AREAS

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

CIVIL

· THIS PLAN SHOWS LOCATIONS OF EACH PHASING

ZONE AND BUILDING NUMBERS IN EACH ZONE

· SEE SHEET GC-101, GC-102, GC-103 FOR DETAILS

FOR EACH PHASING ZONE

PH "A"

PH "A"

PH "C"

PH "C"

PH "B" NOTE:

BUILDING #114 ALTERNATE #1

AutoCAD SHX Text L

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A1

AutoCAD SHX Text N

AutoCAD SHX Text

PHASING ZONE "C"

AutoCAD SHX Text

PHASING ZONE "A"

AutoCAD SHX Text

PHASING ZONE "B"

AM

ES

S

TR

EE

T

N O

IN

TE

RI

OR

W

OR

K

TH

IS

C

ON

TR

AC

T.

NO INTERIOR WORK

THIS CONTRACT.

HARRIS AVENUE

AVERILL AVENUE

HARRIS

AVENUE

AVERILL AVENUE

SHORE ROAD

AVERILL AVENUE

MARTIN L. KING JR. BOULEVARD

MALLORY STREET

EM

AN

CIP

AT

IO

N D

R.

MARTIN L. KING JR. BOULEVARD

HARRIS

AVENUE

FR

AN

KL

IN BO

ULE

VA

RD

FRANKLIN BOULEVARD

FRANKLIN BOULEVARD

SEWELL

AVENUE

McCLELLAN

AVENUE

HARRIS AVENUE

KN

OX

ST

RE

ET

BLACK AVENUE

TH

OM

PS

ON

S

TR

EE

T

CONTRACTOR'S STAGING AREA

JONES CREEK

AM

ES

ST

RE

ET

GC-101

CIVIL PLAN

PHASING PLAN AREA "A"

BUILDING #28 & #31

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

PHASING

PHASING ZONE "A"

BUILDING #150

NOT IN CONTRACT

BUILDING #129

NOT IN CONTRACT

BUILDING #31

BUILDING #28

BUILDING #18 NOT

IN CONTRACT.

BUILDING #15 NOT

IN CONTRACT.

PHASING NOTES:

- REPOINTING BUILDING #28.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE EACH

BUILDING SIDE WHILE WORK IS IN PROGRESS.

THERE IS ONLY ONE RAMP FOR THIS BUILDING.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE BUILDING PER BUILDING

ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR PRIOR TO REPOINTING, SEE BUILDING

ELEVATIONS FOR DETAILS AND LOCATIONS.

6. ONCE WORK IS COMPLETE MAKE CERTAIN JOB

SITE IS CLEAN. STORE TOOLS, EQUIPMENT AND

MATERIALS EVERYDAY.

- REPOINTING BUILDING #31.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE EACH

BUILDING SIDE WHILE WORK IS IN PROGRESS.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE BUILDING PER BUILDING

ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR PRIOR TO REPOINTING, SEE BUILDING

ELEVATIONS FOR DETAILS AND LOCATIONS.

6. REPOINT MASONRY AROUND ENTIRE BUILDING

PER BUILDING ELEVATIONS.

7. ONCE WORK IS COMPLETE MAKE CERTAIN JOB

SITE IS CLEAN. STORE TOOLS, EQUIPMENT, AND

MATERIALS EVERYDAY.

PROPOSED CONTRACTOR

STAGING AREA

A. WHILE WORK IS TO BE COMPLETED ON AND AROUND BUILDINGS,

CONTRACTOR TO PROVIDE PRIVACY AND PROTECTIVE COVERINGS

FOR WINDOWS. ALL WINDOWS TO HAVE COVERINGS.

B. SEE SPECIFICATIONS FOR REQUIREMENTS ON PROTECTION

BARRIERS AT BUILDING ENTRANCES AND AROUND WORK SITE.

SOME BARRIERS CAN BE CAUTION TAPE, CONFIRM TIMING AND

LOCATION WITH VA FOR THESE LOCATIONS.

GENERAL NOTE:

PHASE 1: PH-A1 PHASE 2: PH-A2

BUILDING #27

NOT IN CONTRACT

PH-A1

PH-A2

HANDICAP RAMP AND BUILDING

ACCESS. USE OVERHEAD

PROTECTION AT DOOR. COORDINATE

WITH VA/COR, THIS IS ONLY

HANDICAP ACCESS TO BUILDING.

HANDICAP BUILDING ACCESS. USE

OVERHEAD PROTECTION AT DOOR.

COORDINATE WITH VA/COR, THIS IS

ONLY HANDICAP ACCESS TO

BUILDING.

NOTE:

1. CONFIRM ALL FENCE AND JERSEY BARRIER LOCATIONS WITH

VA/COR PRIOR TO PLACEMENT. ALL FENCING MUST BE PLACED

AT MINIMUM 20' FROM ADJACENT WALL TO BE WORKED ON.

2. ALL TEMPORARY FENCING NEEDS TO HAVE A DOUBLE (4'

MINIMUM) WIDE GATE TO ALLOW VEHICLES EASY ACCESS INTO

FENCED AREAS.

3. PROVIDE VA/COR WITH PLANS AND LOCATIONS PRIOR TO

ERECTING BARRIERS AND SIGNS DIRECTING FOOT TRAFFIC

AROUND CONSTRUCTION SITE AND, WHERE NEEDED,

THROUGH CONSTRUCTION SITE TO DOORS THAT ARE TO

REMAIN OPERATIONAL WITH OVERHEAD PROTCTION. SEE

PHASING NOTES AND PLAN FOR LOCATIONS OF DOORS TO

REMAIN OPERATIONAL.

TIGHT ACCESS BETWEEN

BUILDING #129 AND

BUILDING #31 ON A STEEP

INCLINE

JERSEY BARRIER

UNOBSTRUCTED EXITS.

AREAS TO REMAIN

ACCESSIBLE AT ALL TIMES.

WORK AREA.

PHASING KEY:

CONSTRUCTION STAGING

AREA.

TEMPORARY CONSTRUCTION

FENCING. MIN. HEIGHT: 7'-6"

JERSEY BARRIER.

PHASE LIMITS.

DOUBLE 4' GATE (MINIMUM SIZE)

TEMPORARY GRAVEL

DRIVE.

JERSEY BARRIER

20'-0"

'-0

20'-0"

'-0

AutoCAD SHX Text L

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

OVERALL SITE PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A2

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PHASING PLAN AREA "A"

AutoCAD SHX Text

SCALE: 1" = 40'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 20'

10'

BUILDING #33 NOT IN

CONTRACT.

NO INTERIOR WORK

THIS CONTRACT.

FRANKLIN BOULEVARD

AVERIL AVENUE

BUILDING #113 NOT IN

CONTRACT.

HARRIS

AVENUE

AVERILL AVENUE

SHORE ROAD

AVERILL AVENUE

MARTIN L. KING JR. BOULEVARD

MALLORY STREET

EM

AN

CIP

AT

IO

N D

R.

MARTIN L. KING JR. BOULEVARD

HARRIS

AVENUE

FR

AN

KL

IN BO

ULE

VA

RD

FRANKLIN BOULEVARD

FRANKLIN BOULEVARD

SEWELL

AVENUE

McCLELLAN

AVENUE

HARRIS AVENUE

KN

OX

ST

RE

ET

BLACK AVENUE

TH

OM

PS

ON

S

TR

EE

T

CONTRACTOR'S STAGING AREA

JONES CREEK

AM

ES

ST

RE

ET

GC-102

CIVIL PLAN

PHASING PLAN AREA "B"

BUILDING #114 (DEDUCT ALTERNATE)

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

PHASING

PHASING NOTES:

- SOUTH BUILDING #114.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE PER

SIDE WHILE WORK IS IN PROGRESS. THERE

ARE TWO AVAILABLE, CONFIRM WITH VA

BEST SUITABLE ACCESS DURING

CONSTRUCTION.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE SOUTH BUILDING ACCORDING

TO BUILDING ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR, PRIOR TO REPOINTING, SEE

BUILDING ELEVATIONS FOR DETAILS AND

LOCATIONS.

6. SEAL AROUND ALL WINDOWS AND DOORS,

ACCORDING TO BUILDING ELEVATIONS AND

SPECS.

7. REPOINT MASONRY AROUND SOUTH HALF

OF BUILDING PER BUILDING ELEVATIONS

AND SPECS.

8. ONCE WORK IS COMPLETE MAKE CERTAIN

JOB SITE IS CLEAN. STORE TOOLS,

EQUIPMENT AND MATERIALS EVERYDAY.

BUILDING #114

HANDICAP ACCESSIBLE

ENTRANCE/EXIT. ALWAYS

LEAVE ONE ACCESSIBLE. USE

OVERHEAD PROTECTION AT

DOOR

HANDICAP ACCESSIBLE

ENTRANCE/EXIT.

ALWAYS LEAVE ONE

ACCESSIBLE.

A. WHILE WORK IS TO BE COMPLETED ON AND AROUND BUILDINGS,

CONTRACTOR TO PROVIDE PRIVACY AND PROTECTIVE COVERINGS

FOR WINDOWS. ALL WINDOWS TO HAVE COVERINGS.

B. SEE SPECIFICATIONS FOR REQUIREMENTS ON PROTECTION

BARRIERS AT BUILDING ENTRANCES AND AROUND WORK SITE.

SOME BARRIERS CAN BE CAUTION TAPE, CONFIRM TIMING AND

LOCATION WITH VA FOR THESE LOCATIONS.

GENERAL NOTE:

PHASE 1: PH-B1 PHASE 2: PH-B2- NORTH BUILDING #114.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE

EACH BUILDING SIDE WHILE WORK IS IN

PROGRESS. THERE ARE TWO AVAILABLE,

CONFIRM WITH VA BEST SUITABLE ACCESS

DURING CONSTRUCTION.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE NORTH BUILDING ACCORDING

TO BUILDING ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR, PRIOR TO REPOINTING, SEE

BUILDING ELEVATIONS FOR DETAILS AND

LOCATIONS.

6. SEAL AROUND ALL WINDOWS AND DOORS,

ACCORDING TO BUILDING ELEVATIONS AND

SPECS.

7. REPOINT MASONRY AROUND NORTH HALF

OF BUILDING PER BUILDING ELEVATIONS

AND SPECS.

8. STORE TOOLS, EQUIPMENT, AND MATERIALS

AT END OF WORK EVERYDAY.

PROPOSED CONTRACTOR

STAGING AREA

PHASING

ZONE "B"

PH-B1

PH-B2

PROPOSED CONTRACTOR

STAGING AREA

PROPOSED CONTRACTOR

PARKING.

JERSEY BARRIER PROPOSED

LOCATION

UNOBSTRUCTED EXITS.

AREAS TO REMAIN

ACCESSIBLE AT ALL TIMES.

WORK AREA.

PHASING KEY:

CONSTRUCTION STAGING

AREA.

TEMPORARY CONSTRUCTION

FENCING. MIN. HEIGHT: 7'-6"

JERSEY BARRIER.

PHASE LIMITS.

DOUBLE 4' GATE (MINIMUM SIZE)

NOTE:

1. CONFIRM ALL FENCE AND JERSEY BARRIER LOCATIONS WITH

VA/COR PRIOR TO PLACEMENT. ALL FENCING MUST BE PLACED

AT MINIMUM 20' FROM ADJACENT WALL TO BE WORKED ON.

2. ALL TEMPORARY FENCING NEEDS TO HAVE A DOUBLE WIDE

GATE MINIMUM OF 4' TO ALLOW VEHICLES EASY ACCESS INTO

FENCED AREAS.

3. PROVIDE VA/COR WITH PLANS AND LOCATIONS PRIOR TO

ERECTING BARRIERS AND SIGNS DIRECTING FOOT TRAFFIC

AROUND CONSTRUCTION SITE AND, WHERE NEEDED,

THROUGH CONSTRUCTION SITE TO DOORS THAT ARE TO

REMAIN OPERATIONAL WITH OVERHEAD PROTCTION. SEE

PHASING NOTES AND PLAN FOR LOCATIONS OF DOORS TO

REMAIN OPERATIONAL.

PROPOSED TEMPORARY

GRAVEL ENTRANCE INTO

PARKING LOT. CONFIRM WITH

VA/COR.

TEMPORARY GRAVEL

DRIVE.

20'-0"

'-0

20'-0"

'-0

NOTE:

BUILDING #114 ALTERNATE #1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

OVERALL SITE PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A2

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PHASING PLAN AREA "B"

AutoCAD SHX Text

SCALE: 1" = 40'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 20'

10'

BUILDING #52

NOT IN CONTRACTBUILDING #50

NOT IN CONTRACT

BUILDING #139

NOT IN CONTRACT

NO INTERIOR WORK THIS CONTRACT

NO INTERIOR WORK THIS CONTRACT

HARRIS AVENUE

Mc

CL

EL

LA

N

AV

EN

UE

SEWELL AVENUE

HARRIS

AVENUE

AVERILL AVENUE

SHORE ROAD

AVERILL AVENUE

MARTIN L. KING JR. BOULEVARD

MALLORY STREET

EM

AN

CIP

AT

IO

N D

R.

MARTIN L. KING JR. BOULEVARD

HARRIS

AVENUE

FR

AN

KL

IN BO

ULE

VA

RD

FRANKLIN BOULEVARD

FRANKLIN BOULEVARD

SEWELL

AVENUE

McCLELLAN

AVENUE

HARRIS AVENUE

KN

OX

ST

RE

ET

BLACK AVENUE

TH

OM

PS

ON

S

TR

EE

T

CONTRACTOR'S STAGING AREA

JONES CREEK

AM

ES

ST

RE

ET

GC-103

CIVIL PLAN

PHASING PLAN AREA "C"

BUILDING #43, & #48

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

PHASING

PHASING

ZONE "C"

PHASING NOTES:

- BUILDING #43.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE EACH

BUILDING SIDE WHILE WORK IS IN PROGRESS.

RAMP ON WALKWAY NORTH SIDE SOUTH END

OF BUILDING IS THE ONLY HANDICAP

ACCESSIBLE ENTRANCE/EXIT CONFIRM WITH

VAMC BEST SUITABLE ACCESS DURING

CONSTRUCTION.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE BUILDING ACCORDING TO

BUILDING ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR SEE BUILDING ELEVATIONS FOR

DETAILS AND LOCATIONS.

6. SEAL AROUND ALL WINDOWS AND DOORS

ACCORDING TO BUILDING ELEVATIONS AND

SPECS

7. REPOINT MASONRY AROUND ENTIRE BUILDING

PER BUILDING ELEVATIONS AND SPECS..

8. ONCE WORK IS COMPLETED MAKE CERTAIN JOB

SITE IS CLEAN. STORE TOOLS, EQUIPMENT AND

MATERIALS EVERYDAY.

- BUILDING #48.

1. ALWAYS LEAVE AT LEAST ONE HANDICAP

ACCESSIBLE DOOR AVAILABLE FOR USE. RAMP

ON NORTH SIDE IS THE ONLY HANDICAP

ACCESSIBLE ENTRANCE/EXIT.

2. OVERHEAD WORK PROTECTION SHALL BE

CONSTRUCTED AT ALL ENTRANCES. ALL

ENTRANCES MUST REMAIN ACCESSIBLE.

3. CHECK WITH VA/COR PRIOR TO REMOVAL OF

ANY ABANDONED AND UNUSED ITEMS, THAT

PREVENT COMPLETE MASONRY REPOINTING

AND REPAIR.

4. CLEAN ENTIRE BUILDING ACCORDING TO

BUILDING ELEVATIONS AND SPECS.

5. REMOVE ALL LOOSE OR POORLY APPLIED

MORTAR SEE BUILDING ELEVATIONS FOR

DETAILS AND LOCATIONS.

6. SEAL AROUND ALL WINDOWS AND DOORS

ACCORDING TO BUILDING ELEVATIONS AND

SPECS.

7. REPOINT MASONRY AROUND ENTIRE BUILDING

PER BUILDING ELEVATIONS AND SPECS..

8. RAMP REPAIR: COORDINATE WITH VAMC TO

CONSTRUCT A TEMPORARY RAMP IN AN

APPROVED LOCATION WHILE CURRENT RAMP IS

UNDER REPAIR.

9. ONCE WORK IS COMPLETED MAKE CERTAIN JOB

SITE IS CLEAN. STORE TOOLS, EQUIPMENT AND

MATERIALS EVERYDAY.

BUILDING #48

PROPOSED CONTRACTOR

STAGING AREA

A. WHILE WORK IS TO BE COMPLETED ON AND AROUND BUILDINGS,

CONTRACTOR TO PROVIDE PRIVACY AND PROTECTIVE COVERINGS

FOR WINDOWS. ALL WINDOWS TO HAVE COVERINGS.

B. SEE SPECIFICATIONS FOR REQUIREMENTS ON PROTECTION

BARRIERS AT BUILDING ENTRANCES AND AROUND WORK SITE.

SOME BARRIERS CAN BE CAUTION TAPE, CONFIRM TIMING AND

LOCATION WITH VA FOR THESE LOCATIONS.

GENERAL NOTE:

PHASE 1: PH-C1

PHASE 2: PH-C2

BUILDING #43

PH-C2

PH-C1

HANDICAP RAMP AND BUILDING

ACCESS. USE OVERHEAD

PROTECTION AT DOOR. COORDINATE

WITH VA/COR, THIS IS ONLY

HANDICAP ACCESS TO BUILDING.

HANDICAP RAMP AND BUILDING

ACCESS. USE OVERHEAD

PROTECTION AT DOOR. COORDINATE

WITH VA/COR, THIS IS ONLY

HANDICAP ACCESS TO BUILDING.

NOTE:

1. CONFIRM ALL FENCE AND JERSEY BARRIER LOCATIONS WITH

VA/COR PRIOR TO PLACEMENT. ALL FENCING MUST BE PLACED

AT MINIMUM 20' FROM ADJACENT WALL TO BE WORKED ON.

2. ALL TEMPORARY FENCING NEEDS TO HAVE A DOUBLE WIDE

GATE MINIMUM OF 4' TO ALLOW VEHICLES EASY ACCESS INTO

FENCED AREAS.

3. PROVIDE VA/COR WITH PLANS AND LOCATIONS PRIOR TO

ERECTING BARRIERS AND SIGNS DIRECTING FOOT TRAFFIC

AROUND CONSTRUCTION SITE AND, WHERE NEEDED,

THROUGH CONSTRUCTION SITE TO DOORS THAT ARE TO

REMAIN OPERATIONAL WITH OVERHEAD PROTCTION. SEE

PHASING NOTES AND PLAN FOR LOCATIONS OF DOORS TO

REMAIN OPERATIONAL.

UNOBSTRUCTED EXITS.

AREAS TO REMAIN

ACCESSIBLE AT ALL TIMES.

WORK AREA.

PHASING KEY:

CONSTRUCTION STAGING

AREA.

TEMPORARY CONSTRUCTION

FENCING. MIN. HEIGHT: 7'-6"

JERSEY BARRIER.

PHASE LIMITS.

DOUBLE 4' GATE (MINIMUM SIZE)

TEMPORARY GRAVEL

DRIVE.

EXISTING FENCE TO REMAIN.

PROTECT DURING CONSTRUCTION.

20'-0"

'-0

20'-0"

20'-0"

20'-0"

'-0

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

OVERALL SITE PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A2

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PHASING PLAN AREA "C"

AutoCAD SHX Text

SCALE: 1" = 30'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 15'

7.5'

127'-41 2"

43'-3" 59'-1"

'-8

'-2

25'-1"

EXISTING ASPHALT

EXISTING WOOD RAMPA/C A/C

A/C

EXISTING ASPHALT

EXISTING

PAVEMENT

TO REMAIN

EXISTING

PAVEMENT

TO REMAIN

EXISTING

PAVEMENT

TO REMAIN

4'- 81 2"

5'-6"

EXISTING SIDEWALK TO REMAIN

EXISTING

PAVEMENT

TO REMAIN

EXISTING

EQUIPMENT

TO REMAIN

EXISTING

EQUIPMENT

TO REMAIN

NO INTERIOR CONSTRUCTION THIS CONTRACT

BUILDING

#28

BUILDING

#31BUILDING

#27

HA-101-31

FIRST FLOOR

PLAN

HAZARDOUS MATERIALS FLOOR PLAN

BUILDING 31 - CARPENTER SHOP

DAEDEH

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 28

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

AREA OF WORK

BUILDING 31

AVERILL AVENUE

HARRIS AVENUE

AM

ES

S

TR

EE

T

PROPANE STORAGE

PROPANE STORAGE STORAGE BOX

MASONRY REPOINT SQUARE FOOT

= 4,892'-0" ± SQ. FT.

EXTENSIVE MASONRY REPAIR OR

REPLACEMENT SQUARE FOOT

= 1,130'-0" ± SQ. FT.

NOTE:

ALL SQUARE FOOT CALCULATIONS

ARE APPROXIMATE. CONTRACTOR

TO FIELD MEASURE PRIOR TO

BIDDING.

BUILDING SQUARE FOOT

= 10,550'-0" ± SQ. FT.

ZONE "A"ZONE "A"

AutoCAD SHX Text

BUILDING 31 NOTES:

AutoCAD SHX Text

1. WINDOW CAULKING, 378 LINEAR FEET. WINDOW CAULKING, 378 LINEAR FEET. 2. BLACK WATERPROOFING AT SOIL LEVEL, 87 SQUARE FEET.BLACK WATERPROOFING AT SOIL LEVEL, 87 SQUARE FEET.

AutoCAD SHX Text L

AutoCAD SHX Text GENERAL NOTE: A. SEE HAZARDOUS MATERIAL(S) REMOVAL SPECIFICATIONS SEE HAZARDOUS MATERIAL(S) REMOVAL SPECIFICATIONS FOR FURTHER INFORMATION.

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

CAMPUS PARTIAL KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A2

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

N

7'-

81 4"

6'-0"

49'-0"

50°

53'-4"

2'-0" 17'-0"

11'-0" 1'-4"

5'-0"

2'- 4"

'-8

9'-

0"

3'-0" 6'-0" 11'-0" 8'-0"8'-0"

'-8

1'-

4"

'-8

8'- 2"

8'-0"

7'-4"

'-1

0"

'-1

0"

31'-4"

3'-4 3 4 " 2'-0"

3'-5 34 "

11'-0"

10'-6

4"

3'-3

4"

17'-2 3 4 "

7'-10 3 4 "

11'-0"

11'-0"

2'-0"

6'-0"

3'-0"

74'-0"

4'-

2"

10'-0" 3'-0"

11'-0"

'-8

EXISTING CONCRETE

SIDEWALK

EXISTING PORCH

EXISTING

CONCRETE

SIDEWALK

EXISTING CONCRETE

SIDEWALK

NO INTERIOR CONSTRUCTION THIS CONTRACT

DS

DS

DS

DS

DS

DS

DS

A/CA/C

A

C

A

C

DS

MULCHED PLANTER

T Y

P

T

Y

P

T

Y

P

T

Y

P

18'-4"

T

Y

P

T Y

P

BUILDING

#43

BUILDING

#48

HARRIS

AVENUE

SEWELL McCLELLAN

NG LOT

X

HA-101-48

FIRST FLOOR

DEMOLITION PLAN

HAZARDOUS MATERIAL FLOOR PLAN

BUILDING 48 - CHAPEL

DAEDEH

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 28

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

A

R

C

H I T

E

C

T

O

F

A I

V

R

I

N

I

MICHAEL

AREA OF WORK

BUILDING 48

TOTAL MASONRY SQUARE FOOT =

9,000'-0" ± SQ. FT.

NOTE:

ALL SQUARE FOOT CALCULATIONS

ARE APPROXIMATE. CONTRACTOR

TO FIELD MEASURE PRIOR TO

BIDDING.

BUILDING SQUARE FOOT

= 13,418'-0" ± SQ. FT.

MASONRY REPOINT SQUARE FOOT

= 3,520'-0" ± SQ. FT.

ZONE "C"

AutoCAD SHX Text

BUILDING 48 NOTES:

AutoCAD SHX Text

1. WINDOW CAULKING ON LOWER WINDOW, 212 LINEAR WINDOW CAULKING ON LOWER WINDOW, 212 LINEAR FEET.

AutoCAD SHX Text GENERAL NOTE: A. SEE HAZARDOUS MATERIAL(S) REMOVAL SPECIFICATIONS SEE HAZARDOUS MATERIAL(S) REMOVAL SPECIFICATIONS FOR FURTHER INFORMATION.

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text A1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text 12'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text

CAMPUS PARTIAL KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A2

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH

TRUE

GI-101

ABBREVIATIONS,

SYMBOLS & INDEX

ABBREVIATIONS, SYMBOLS, AND INDEX

ELEVATION INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DIMENSION LINE

DOOR OPENING

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

CENTER LINE

DRAWING BLOCK TITLE

1 1/2" = 1'-0"

ROOM NAME AND NUMBER

KEYNOTE

NORTH ARROW

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW CONSTRUCTION

CONCRETE

EARTH

BRICK

DIMENSIONAL SHINGLES

EQUAL DIMENSIONS ON BOTH SIDES

CRUSHED STONE

NOTE

X

XXX

ROOM NAME

XXX

XXX

NOTE

DOOR TAG

WINDOW TAG

0'-0"

DRAWING SCALE

MJB

MATERIAL LEGEND

BUILDING LEGEND

ARCHITECTURAL SYMBOLS

@ AT

A/C AIR CONDITIONING

ABAAS ARCHITECTURAL

BARRIERS ACT

ACCESSIBILITY

GUIDELINES

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT-SEE

A.B.A.A.S.

ADJ ADJACENT, ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATIVE

ALUM ALUMINUM

APP'D APPROVED

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

CAB CABINET

CHK'D CHECKED

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT, CRPT CARPET

CTR CENTER

CW COLD WATER

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA, Ø DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR, ELEVATION

EOB END OF BUSINESS

EPDM ETHYLENE PROPYLENE

DIENE MONOMER (ROOF

MEMBRANE)

EQ = EQUAL

EQPM EQUIPMENT

EX, EXST EXISTING

FAX FACSIMILE

FD FLOOR DRAIN

FDN, FDTN FOUNDATION

FE FIRE EXTINGUISHER

FIN FINISH

FLR FLOOR

FT (') F00T OR FEET

FTG FOOTING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GMU GLAZED MASONRY UNIT

GYP GYPSUM

HB HOSE BIBB

HDW HARDWARE

HT, HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HVAC HEATING VENTILATION

AND AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN (") INCH OR INCHES

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KO KNOCK OUT

LAV LAVATORY

LCD LIQUID CRYSTAL DISPLAY

LB POUND

LH LEFT HAND

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MRR MEN'S RESTROOM

MULT MULTIPLE

N/A NOT APPLICABLE

NCA VA NATIONAL CEMETERY

ADMINISTRATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OPNG OPENING

PEMB PRE-ENGINEERED METAL

BUILDING

PH PHASE

P LAM PLASTIC LAMINATE

PLUM PLUMBING

PR PAIR

PRG POLYMER RUBBER GEL

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PTR PRINTER

PROC PROCESSING

QTY QUANTITY

R RADIUS

RD ROOF DRAIN

REC RECEPTION

REQ, REQD REQUIRED

REV REVISE, REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RR RESTROOM

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRG, STOR STORAGE

T TEMPERED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TELCOM TELECOMMUNICATIONS

TEMP TEMPORARY

THK THICK, THICKNESS

THRU THROUGH

TYP TYPICAL

UL UNDERWRITERS

LABORATORIES

UNO UNLESS NOTED

OTHERWISE

VA VETERANS

ADMINISTRATION

VCT VINYL COMPOSITE TILE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN, WDW WINDOW

WT WEIGHT

WRR WOMEN'S RESTROOM

GENERAL ABBREVIATIONS:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

MFC

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text A2

AutoCAD SHX Text A-202

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A-202

AutoCAD SHX Text A2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C4

'-0

130'-0"

4'-0" 8'-0"6'-4"

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK TO REMAIN

DS DS DS DS

DSDSDSDS

NO INTERIOR CONSTRUCTION THIS CONTRACT

WALL MOUNTED

ELECTRIC BOX

A/C

A/C

A/C

WALL MOUNTED

ELECTRIC BOX

WALL MOUNTED

ELECTRIC BOX

BUILDING

#28

BUILDING

#31BUILDING

#27

TO STORM SEWER

DRAIN FROM

REMAINING DOWNSPOUTS

GRADE LINE

INCREASE DOWNSPOUT DRAIN

BOOT SIZE BY MINIMUM 10%.

PRE-FINISHED 4"

DIA. DOWNSPOUT

PIPE ELBOW

SNAKE AND CLEANOUT

BOOT TO SEWER.

AE-101-28

FIRST FLOOR

PLAN

FIRST FLOOR PLAN

BUILDING 28 - MECHANICAL SHOP

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

AREA OF WORK

BUILDING 28

AVERILL AVENUE

HARRIS AVENUE

AM

ES

S

TR

EE

T

ZONE "A"

MASONRY REPOINT SQUARE FOOT

= 3,983'-0" ± SQ. FT.

EXTENSIVE MASONRY REPAIR OR

REPLACEMENT SQUARE FOOT

= 200'-0" ± SQ. FT.

NOTE:

ALL SQUARE FOOT CALCULATIONS

ARE APPROXIMATE. CONTRACTOR

TO FIELD MEASURE PRIOR TO

BIDDING.

BUILDING SQUARE FOOT

= 7,520'-0" ± SQ. FT.

2 2 2

222 22

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

BUILDING 28 NOTES:

AutoCAD SHX Text

1. CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEANER OR OTHER APPROVED BY VA HISTORIC ARCHITECT TO REMOVE MOLD, PAINT, MOSS, EFFLORESCENCE AND LOOSE MORTAR. CLEAN, REPAIR, OR REPLACE BRICK SURFACES PRIOR TO REPOINTING AROUND ENTIRE BUILDING. DO NOT DAMAGE BRICK WITH ABRASIVE CLEANERS. PROTECT PLANTINGS AND GLAZING AT ALL TIMES. 2. SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING BACKER ROD IF JOINT IS WIDER THAN 3/8". 3. REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE WITH HISTORICALLY ACCURATE MASONRY. SUBMIT REPLACEMENT BRICK SAMPLES TO MATCH EXISTING FOR APPROVAL BY THE VA/COR. OLDER BRICKS MAY BE LARGER THAN NEW BRICKS, AFFECTING MORTAR SIZE. INSTALL BACKER ROD IN JOINTS WIDER THAN 3/8". 4. NOT USED. NOT USED. 5. NOT USED. NOT USED. 6. GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ANY ABANDONED PIPES, BOLTS AND CONDUIT ATTACHED TO AND PENETRATING MASONRY, THAT PREVENT COMPLETE MASONRY REPOINTING & REPAIR. REPAIR MASONRY OPENINGS WITH PRODUCT TO MATCH IN MATERIAL, STRENGTH AND COLOR. RESEAL, COVER, ENCLOSE AROUND ANY ITEMS TO REMAIN. 7. TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE ALL NON-MATCHING MORTAR AND ALL POORLY APPLIED MORTAR FULL DEPTH PRIOR TO REPOINTING. REPOINT BRICK AND STONEWORK AROUND ENTIRE BUILDING USING HISTORICALLY MATCHING, LIME BASED MORTAR. AREAS WIDER THAN 3/8" TO HAVE CLOSED CELL BACKER ROD BEHIND. COLOR TO BE APPROVED BY VA/COR. 8. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. 9. REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING MATERIAL TO MATCH IN TYPE, COLOR, AND CHARACTER SIMILAR TO MIMIC, JAHN PATCH OR CATHEDRAL STONE. 10. NOT USED. NOT USED. 11. NOT USED. NOT USED. 12. NOT USED. NOT USED. 13. NOT USED. NOT USED. 14. NOT USED. NOT USED. 15. NOT USED. NOT USED. 16. REMOVE CONCRETE PARGING ON ENDS OF BRICK. REMOVE CONCRETE PARGING ON ENDS OF BRICK. REPLACE MISSING, DAMAGED OR LOOSE BRICKS SALVAGING WHERE POSSIBLE REPLACE WITH HISTORICALLY ACCURATE MASONRY PRIOR TO REPOINTING WITH HISTORICALLY MATCHING, LIME BASED, MORTAR. FINISH WITH WOOD TRIM TO MATCH DOOR TRIM. OLDER BRICKS MAY BE LARGER THAN NEW BRICKS, AFFECTING MORTAR SIZE. INSTALL BACKER ROD IN JOINTS WIDER THAN 3/8". 17. NOT USED. NOT USED. 18. NOT USED. NOT USED. 19. GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ALL GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ALL UNUSED ITEMS, THAT PREVENTS COMPLETE MASONRY POINTING AND REPAIR. 20. NOT USED. NOT USED. 21. NOT USED. NOT USED. 22. NOT USED. NOT USED. 23. HALF WALLS HAVE EXPOSED TOPS AND WILL REQUIRE HALF WALLS HAVE EXPOSED TOPS AND WILL REQUIRE REPAIR. REMOVE PARGING IF EXISTING. FILL DAMAGED AREAS WITH MATERIAL TO MATCH IN DENSITY AND COLOR USING PRODUCT SIMILAR TO MIMIC, JAHN PATCH OR CATHEDRAL STONE, SEE DETAIL A8/AE-502. REPLACE PREVIOUS PARGING IF APPLICABLE. 24. REPLACE STEEL ANGLES PROTECTING BRICK WALL. REPLACE STEEL ANGLES PROTECTING BRICK WALL. 25. NOT USED. NOT USED. 26. NOT USED. NOT USED. 27. NOT USED. NOT USED. 28. PROVIDE WEEP HOLES WITH RETICULATED BAFFLES. PROVIDE WEEP HOLES WITH RETICULATED BAFFLES. AROUND ENTIRE BUILDING INSTALLED AT 24" ON CENTER AT BASE OF BRICK EXTERIOR WALL 1-2 COURSES ABOVE NEW GRADE AND TOP OF WINDOWS. 29. REPAIR STONE USING HISTORIC MASONRY PATCHING REPAIR STONE USING HISTORIC MASONRY PATCHING MATERIAL TO MATCH IN DENSITY AND COLOR SIMILAR TO MIMIC, JAHN PATCH, OR CATHEDRAL STONE. 30. NOT USED. NOT USED. 31. NOT USED. NOT USED. 32. EXISTING EQUIPMENT TO REMAIN. PROTECT DURING EXISTING EQUIPMENT TO REMAIN. PROTECT DURING CONSTRUCTION. 33. NOT USED. NOT USED. NOTE: "NOT USED" NOTES REFER TO PROJECT SCOPE ADJUSTMENT. SEE FORENSIC REPORT, WORK IS NOT IN THIS CONTRACT.

AutoCAD SHX Text

1. CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEANER OR OTHER APPROVED BY VA HISTORIC ARCHITECT TO REMOVE MOLD, PAINT, MOSS, EFFLORESCENCE AND LOOSE MORTAR. CLEAN, REPAIR, OR REPLACE BRICK SURFACES PRIOR TO REPOINTING AROUND ENTIRE BUILDING. DO NOT DAMAGE BRICK WITH ABRASIVE CLEANERS. PROTECT PLANTINGS AND GLAZING AT ALL TIMES. 2. SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING BACKER ROD IF JOINT IS WIDER THAN 3/8". 3. REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE WITH HISTORICALLY ACCURATE MASONRY. SUBMIT REPLACEMENT BRICK SAMPLES TO MATCH EXISTING FOR APPROVAL BY THE VA/COR. OLDER BRICKS MAY BE LARGER THAN NEW BRICKS, AFFECTING MORTAR SIZE. INSTALL BACKER ROD IN JOINTS WIDER THAN 3/8". 4. NOT USED. NOT USED. 5. NOT USED. NOT USED. 6. GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ANY ABANDONED PIPES, BOLTS AND CONDUIT ATTACHED TO AND PENETRATING MASONRY, THAT PREVENT COMPLETE MASONRY REPOINTING & REPAIR. REPAIR MASONRY OPENINGS WITH PRODUCT TO MATCH IN MATERIAL, STRENGTH AND COLOR. RESEAL, COVER, ENCLOSE AROUND ANY ITEMS TO REMAIN. 7. TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE ALL NON-MATCHING MORTAR AND ALL POORLY APPLIED MORTAR FULL DEPTH PRIOR TO REPOINTING. REPOINT BRICK AND STONEWORK AROUND ENTIRE BUILDING USING HISTORICALLY MATCHING, LIME BASED MORTAR. AREAS WIDER THAN 3/8" TO HAVE CLOSED CELL BACKER ROD BEHIND. COLOR TO BE APPROVED BY VA/COR. 8. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. 9. REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING MATERIAL TO MATCH IN TYPE, COLOR, AND CHARACTER SIMILAR TO MIMIC, JAHN PATCH OR CATHEDRAL STONE. 10. NOT USED. NOT USED. 11. NOT USED. NOT USED. 12. NOT USED. NOT USED. 13. NOT USED. NOT USED. 14. NOT USED. NOT USED. 15. NOT USED. NOT USED. 16. REMOVE CONCRETE PARGING ON ENDS OF BRICK. REMOVE CONCRETE PARGING ON ENDS OF BRICK. REPLACE MISSING, DAMAGED OR LOOSE BRICKS SALVAGING WHERE POSSIBLE REPLACE WITH HISTORICALLY ACCURATE MASONRY PRIOR TO REPOINTING WITH HISTORICALLY MATCHING, LIME BASED, MORTAR. FINISH WITH WOOD TRIM TO MATCH DOOR TRIM. OLDER BRICKS MAY BE LARGER THAN NEW BRICKS, AFFECTING MORTAR SIZE. INSTALL BACKER ROD IN JOINTS WIDER THAN 3/8". 17. NOT USED. NOT USED. 18. NOT USED. NOT USED. 19. GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ALL GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ALL UNUSED ITEMS, THAT PREVENTS COMPLETE MASONRY POINTING AND REPAIR. 20. NOT USED. NOT USED. 21. NOT USED. NOT USED. 22. NOT USED. NOT USED. 23. HALF WALLS HAVE EXPOSED TOPS AND WILL REQUIRE HALF WALLS HAVE EXPOSED TOPS AND WILL REQUIRE REPAIR. REMOVE PARGING IF EXISTING. FILL DAMAGED AREAS WITH MATERIAL TO MATCH IN DENSITY AND COLOR USING PRODUCT SIMILAR TO MIMIC, JAHN PATCH OR CATHEDRAL STONE, SEE DETAIL A8/AE-502. REPLACE PREVIOUS PARGING IF APPLICABLE. 24. REPLACE STEEL ANGLES PROTECTING BRICK WALL. REPLACE STEEL ANGLES PROTECTING BRICK WALL. 25. NOT USED. NOT USED. 26. NOT USED. NOT USED. 27. NOT USED. NOT USED. 28. PROVIDE WEEP HOLES WITH RETICULATED BAFFLES. PROVIDE WEEP HOLES WITH RETICULATED BAFFLES. AROUND ENTIRE BUILDING INSTALLED AT 24" ON CENTER AT BASE OF BRICK EXTERIOR WALL 1-2 COURSES ABOVE NEW GRADE AND TOP OF WINDOWS. 29. REPAIR STONE USING HISTORIC MASONRY PATCHING REPAIR STONE USING HISTORIC MASONRY PATCHING MATERIAL TO MATCH IN DENSITY AND COLOR SIMILAR TO MIMIC, JAHN PATCH, OR CATHEDRAL STONE. 30. NOT USED. NOT USED. 31. NOT USED. NOT USED. 32. EXISTING EQUIPMENT TO REMAIN. PROTECT DURING EXISTING EQUIPMENT TO REMAIN. PROTECT DURING CONSTRUCTION. 33. NOT USED. NOT USED. NOTE: "NOT USED" NOTES REFER TO PROJECT SCOPE ADJUSTMENT. SEE FORENSIC REPORT, WORK IS NOT IN THIS CONTRACT.

AutoCAD SHX Text L

AutoCAD SHX Text GENERAL NOTE: A. DAMAGE IS INDICATED IN BUILDING NOTES ON EACH DAMAGE IS INDICATED IN BUILDING NOTES ON EACH DRAWING. CONTRACTOR SHALL CONDUCT A SITE WALK THROUGH PRIOR TO BID. SEE ELEVATIONS FOR MORE SPECIFIC LOCATIONS OF SERIOUS AREAS. THE CONTRACTOR SHALL ANTICIPATE WORK TO INCLUDE ALL AREAS NOTED ON PLANS, AND SPECS.

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

CAMPUS PARTIAL KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text N

AutoCAD SHX Text A2

AutoCAD SHX Text A1

AutoCAD SHX Text

AE301-28

AutoCAD SHX Text A2

AE301-28

61'-41 2" 70'-01

2"

'-1

01 2"

'-2

EXISTING VENT

EXISTING DOWNSPOUT EXISTING DOWNSPOUT

EXISTING

DOWNSPOUT

EXISITING DOWNSPOUTEXISTING DOWNSPOUT

EXISTING VENT

EXISTING METAL

ROOF COVER

EXISTING DOWNSPOUTEXISTING DOWNSPOUT

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE SLOPE

EXISTING LADDER

WALL BELOW

WALL BELOW

WALL BELOW

WALL BELOW

WALL BELOW

WALL BELOW

EXISTING GUTTER LINE

EXISTING GUTTER LINE

EXISTING GUTTER LINE

EXISTING GUTTER LINE

EXISTING GUTTER LINE

EXISTING ROOF LINE

EXISTING ROOF LINE

EXISTING ROOF LINE

EXISTING ROOF LINE

EXISTING GUTTER LINE

EXISTING ROOF LINE

CLERESTORY

WALL BELOW

SEE ELEVATION SHEET AE-201-28 FOR

LOCATION OF JOINTS TO SEAL AND

ISOLATED TUCK-POINTING WORK.

BUILDING

#28

BUILDING

#31BUILDING

#27

AE-131-28

ROOF

PLAN

ROOF PLAN -

BUILDING 28 - MECHANICAL SHOP

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

AREA OF WORK

BUILDING 28

AVERILL AVENUE

HARRIS AVENUE

AM

ES

S

TR

EE

T

ZONE "A"

THIS PLAN FOR REFERENCE ONLY. NO NEW WORK IS ANTICIPATED.

AutoCAD SHX Text L

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

CAMPUS PARTIAL KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text N

AutoCAD SHX Text A2

BLDG. 28

FIRST FLOOR

FIRST FLOOR

SECOND FLOOR

GRADE - VARIES

50BLDG. 28

FIRST FLOOR

SECOND FLOOR

FIRST FLOORGRADE - VARIES

Building

BLDG.

FIRST FLOOR

SECOND FLOOR

GRADE - VARIES

FIRST FLOOR

SECOND FLOOR

GRADE - VARIES

AE-201-28

ELEVATIONS

MJBMFC

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

PRIMARY

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities Management

100% CONSTRUCTION

DOCUMENTS

HAMPTON VA MEDICAL CENTER

TUCKPOINT, CAULK, AND SEAL

BUILDINGS

590-19-114

07-28-22

Hampton VA Medical Center 100 Emancipation Drive, Hampton, VA 23666

OF 25

Mechanical, Electrical, &

Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

Mechanical, Electrical, & Energy Engineering

2707 Rand Road Indianapolis, In 46241 voice: 317-464-9090 fax: 317-464-9393 www.daengineering.com

DESIGN-AIRE ENGINEERING, INC

CO

MM

ONWEALTH

G

Lic. No. 0401007113

CONLY

ARCH I TECT

OF

AI

VRI

NI

MICHAEL

1 2

9 8

REPOINT ENTIRE LENGTH

OF WALL ELEVATION REPOINT ENTIRE LENGTH

OF WALL ELEVATION

REPOINT ENTIRE LENGTH OF WALL ELEVATION

REPOINT ENTIRE LENGTH OF WALL ELEVATION

ELEVATIONS

BUILDING 28 - MECHANICAL SHOP

REPOINT MISSING AND OLD

MORTAR JOINTS.

DARK SHADED BRICK INDICATES

MORE EXTENSIVE MASONRY

REPAIRS OR REPLACEMENT.

32 32

A/C

A/C

EXISTING SATELLITE

DISH. TO REMAIN.

2 2 2

2 2 2

2 2 2 2

AutoCAD SHX Text

BUILDING 28 NOTES:

AutoCAD SHX Text

1. CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEAN ALL MASONRY SURFACES WITH PROSOCO MASONRY CLEANER OR OTHER APPROVED BY VA HISTORIC ARCHITECT TO REMOVE MOLD, PAINT, MOSS, EFFLORESCENCE AND LOOSE MORTAR. CLEAN, REPAIR, OR REPLACE BRICK SURFACES PRIOR TO REPOINTING AROUND ENTIRE BUILDING. DO NOT DAMAGE BRICK WITH ABRASIVE CLEANERS. PROTECT PLANTINGS AND GLAZING AT ALL TIMES. 2. SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING SEAL CRACKS AROUND WINDOW AND DOOR FRAMES USING BACKER ROD IF JOINT IS WIDER THAN 3/8". 3. REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE REPLACE MISSING, DAMAGED, OR LOOSE BRICKS. REPLACE WITH HISTORICALLY ACCURATE MASONRY. SUBMIT REPLACEMENT BRICK SAMPLES TO MATCH EXISTING FOR APPROVAL BY THE VA/COR. OLDER BRICKS MAY BE LARGER THAN NEW BRICKS, AFFECTING MORTAR SIZE. INSTALL BACKER ROD IN JOINTS WIDER THAN 3/8". 4. NOT USED. NOT USED. 5. NOT USED. NOT USED. 6. GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF GET APPROVAL FROM VA/COR PRIOR TO REMOVAL OF ANY ABANDONED PIPES, BOLTS AND CONDUIT ATTACHED TO AND PENETRATING MASONRY, THAT PREVENT COMPLETE MASONRY REPOINTING & REPAIR. REPAIR MASONRY OPENINGS WITH PRODUCT TO MATCH IN MATERIAL, STRENGTH AND COLOR. RESEAL, COVER, ENCLOSE AROUND ANY ITEMS TO REMAIN. 7. TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE TEST MATERIAL CONTENT OF EXISTING MORTAR. REMOVE ALL NON-MATCHING MORTAR AND ALL POORLY APPLIED MORTAR FULL DEPTH PRIOR TO REPOINTING. REPOINT BRICK AND STONEWORK AROUND ENTIRE BUILDING USING HISTORICALLY MATCHING, LIME BASED MORTAR. AREAS WIDER THAN 3/8" TO HAVE CLOSED CELL BACKER ROD BEHIND. COLOR TO BE APPROVED BY VA/COR. 8. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. REPOINT AROUND 3 SIDES OF ALL WINDOW SILLS. 9. REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING REPAIR/REFINISH WINDOW SILLS WHERE DAMAGED USING MATERIAL TO MATCH IN TYPE, COLOR, AND CHARACTER SIMILAR TO MIMIC, JAHN PATCH OR CATHEDRAL STONE. 10. NOT USED. NOT USED. 11. NOT USED. NOT USED. 12. NOT USED. NOT USED. 13. NOT USED. NOT USED. 14. NOT USED. NOT USED. 15. NOT USED. NOT USED. 16. REMOVE CONCRETE PARGING ON ENDS OF BRICK. REMOVE CONCRETE PARGING ON ENDS OF BRICK.