S02_-_Drawings_-_659-17-101.pdf

PDF 34 MB Posted

Attached to
Renovate Building 2-Medical Surgical 659-17-101
Solicitation number
36C24618R0711
Issued by

About this file

S02_-_Drawings_-_659-17-101.pdf

View the file

Other files

File Type Posted
36C24618R0711-0007000.docx DOCX document
36C24618R0711-0007002.pdf PDF
36C24618R0711-0007003.pdf PDF
36C24618R0711-0007004.pdf PDF
36C24618R0711-0007001.pdf PDF
36C24618R0711-0005000.docx DOCX document
36C24618R0711-0004002.pdf PDF
36C24618R0711-0004001.pdf PDF
36C24618R0711-0004000.docx DOCX document
36C24618R0711-0004003.pdf PDF
36C24618R0711-0003001.docx DOCX document
36C24618R0711-0002001.pdf PDF
36C24618R0711-0002002.pdf PDF
36C24618R0711-0002000.docx DOCX document
36C24618R0711-00001000.docx DOCX document
36C24618R0711-014.pdf PDF
36C24618R0711-018.pdf PDF
36C24618R0711-016.pdf PDF
36C24618R0711-015.txt TXT text file
36C24618R0711-017.pdf PDF
36C24618R0711-013.docx DOCX document
36C24618R0711-000.docx DOCX document
Show all 22

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

CAD

Stamp

NOTE:

Reproductions of fire resistive designs are included herein for convenience only, and illustrate assemblies or designs specified for use to accomplish the fire resistance ratings required by applicable code. The design professional in applying his seal to this sheet of the Contract Documents certifies that only information furnished by a source approved by the authority having jurisdiction has been incorporated into these documents; however, no certification is made regarding the accuracy and completeness of the information shown.

Designs of assemblies, materials, and methods of construction used to protect joints and penetrations in fire resistance rated building elements are shown herein for those penetrations commonly encountered in construction of projects of this nature. The selection of appropriate materials and methods necessary to address specific conditions not shown herein remains with the Contractor, and shall be of a design that has been tested in accordance with ASTM E119 by a source approved by the authority having jurisdiction.

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

Date: Checked: Drawn:

Dwg.

3/08/2018 --

Atriax, pllc

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

F

8701 RED OAK BLVD. SUITE 500

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

UL DESIGN ASSEMBLIES

GI002

TG KEN

BY REVISIONS DATE

NOTE:

Reproductions of fire resistive designs are included herein for convenience only, and illustrate assemblies or designs specified for use to accomplish the fire resistance ratings required by applicable code. The design professional in applying his seal to this sheet of the Contract Documents certifies that only information furnished by a source approved by the authority having jurisdiction has been incorporated into these documents; however, no certification is made regarding the accuracy and completeness of the information shown.

Designs of assemblies, materials, and methods of construction used to protect joints and penetrations in fire resistance rated building elements are shown herein for those penetrations commonly encountered in construction of projects of this nature. The selection of appropriate materials and methods necessary to address specific conditions not shown herein remains with the Contractor, and shall be of a design that has been tested in accordance with ASTM E119 by a source approved by the authority having jurisdiction.

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

U L DESIGN ASSEMBLIES

GI003

TG KEN

BY REVISIONS DATE

A

A

B

C D

DC

LIFE SAFETY LEGEND

HOURLY RATING

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE, UNO

60" EXIT WIDTH

EGRESS TRAVEL DISTANCE

TD X'-X"

EXIT SIGN

NOTES

SUITE HATCH

SMOKE COMPARTMENT HATCH

EGRESS CORRIDOR

SUITE EXIT

EXISTING CONSTRUCTION TO REMAIN

1. REFERENCED CODE: NFPA 101 LIFE SAFETY CODE,

2. REFERENCED BASIS OF DESIGN: VETERANS

ADMINISTRATION TECHNICAL INFORMATION LIBRARY

DESIGN GUIDES.

3. EXISTING LIFE SAFETY INFORMATION BASED ON

INFORMATION PROVIDED BY THE OWNER.

4. SLEEPING SUITE COMPLIES WITH NFPA CHAPTER 19 -

EXISTING CONSTRUCTION

5. EXISTING BUILDING IS 5 STORIES

6. ENTIRE THIRD FLOOR HAS 292 OCUPANTS.

7. ENTIRE FACILITY IS REPORTED TO BE FULLY

SPRINKLERED.

1 HOUR RATED

1 HOUR SMOKE/RATED

SMOKE PARTITION

(NOT RATED)

2 HOUR RATED

2 HOUR SMOKE/RATED

3 HOUR RATED

3 HOUR SMOKE/RATED

4 HOUR RATED

4 HOUR SMOKE/RATED

EXIT

HORIZONTAL EXIT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CONNECTION VALVE CABINET

A35

TLT

3017A

TLT

TLT

CLEAN

PAT. RM

PAT. RM.

PAT. RM

PAT. RM

PAT. RM.

PAT. RM.

TLT.

3013A

TLT

3014A

TLT

3019A

TLT

3018A

EQUIPMENT

WAITING

TLT

3087A

ELEC.

3088A

CONSULT

3190K

COPY/FAX

3190A

NURSE

MANAGER

3190I

NURSE

STATION

NURSE

STATION

STAFF

WORKROOM

PAT. RM.

CORR

ISO. PAT.

ROOM

ISO PAT.

ROOM

STAIR #3

EXAM/TREATMENT

TLT.

TLT.

TLT.

TLT.

PAT.RM.

PAT. RM.

PAT. BATH

PAT. RM.

CHARTING

ELEC.

CONFERENCE

PAT. TLT.

PAT. RM.

STOR.

STOR.

PAT. RM.

3036 PAT. TLT.

PAT. TLT.

PAT. RM.

3042 PAT. TLT.

STAIR

STAIR

CLEAN

UTILITY

PAT. TLT.

PAT. TLT.

PAT. RM.

ANTE

PAT. TLT.

PAT. RM.

ANTE

SW/BATH

PAT. RM

PAT. TLT.

PAT. RM.

PAT. RM.

NOURISHMENT

STAIR #4

PAT. RM.

PAT. RM

ISO PAT.RM.

STORAGE

PAT. RM.

PAT. BATH

PAT.RM.

PAT. RM

CLEAN

LINEN

ANTE RM.

PAT. BATH

SOILED

UTILITY

PAT. BATH

PAT. RM.

ISO PAT.

BATH

PAT. BATH

PAT. BATH

PAT. BATH

BARIATRIC.

RM.

PAT. RM.

PAT. RM

CLEAN

UTILITY

STAIR #1

3002A

STAIR #1

3001A

PAT. RM.

PAT. TLT.

PAT. TLT.

PAT. RM.

HAC

MECH

PAT. RM.

PAT. TLT.

PAT. TLT

PAT. RM.

PAT. RM.

PAT. TLT.

BARI. BATH

ELEC.

TLT.

TLT.

STAFF

WORK ROOM

MEDICATION

SOILED

LINEN

STAFF

LOCKER

MED GAS

TLT

3015A

PHARM/PHARM

TECH

3190B

NURSE

MANAGER

3190J

CHIEF

NURSE

3190H

CHIEF

3190G

UNASSIGNED

3190F

UM NURSE

U M

N U

R S

E S

E

UM NURSE

UM NURSE

ASST CHIEF

NURSE

3190D

PAT. RM

TLT

3086A

PAT. RM

SOILED

IT & ELEC.

PAT. RM

BUSINESS SUITE

WITHIN 1-2 OCCUPANCY

2347 S.F. (100SF/PERSON) = 24 OCCUPANTS

MEDICAL SURGICAL SMOKE COMPARTMENT

(INCLUDES BUSINESS SUITE) SHOWN

HATCHED

I-2 OCCUPANCY 11,211 S.F.

8,864 MED SURG / 120 = 74 OCCUPANTS

TOTAL OCCUPANCY 100

STAFF TLT

A13

A16 A17

A19A15

A.F A.F

A22

A.G A.G

A.C A.C

A24 A27A21

A25 A28 A34A30 A31A11

A20

A26

A12 A14

A8

A8

A9

A9

A.K A.K

A.JA.J

HAC

STAIR #6

SUPPLY

EXISTING

BREAK

3101A

EXISTING

OFFICE

EXISTING

CONFERENCE

EDUCATOR

OFC.

3190L

TLT

3016A TOILET

3020A

MED GAS

OFFICE

ELEV.

IT

FEC

FECFEC

FEC FEC

PHASE ONE:

THIS ENTIRE AREA SHALL HAVE DEMOLITION

AND RENOVATIONS COMPLETED BEFORE

DEMOLITION AND CONSTRUCTION BEGINS IN

REMAINING AREAS.

B

PHASE ONE:

THIS ENTIRE AREA SHALL HAVE DEMOLITION

AND RENOVATIONS COMPLETED BEFORE

DEMOLITION AND CONSTRUCTION BEGINS IN

REMAINING AREAS.

SOCIAL

WORKERS

3190C

ELEV.

EQUIPMENT

CORR

CORR

LINEN

PHASE TWO

THE REMAINING AREA WITHIN THE SCOPE OF

WORK SHALL HAVE DEMOLITION AND

RENOVATIONS COMPLETED AFTER

CONSTRUCTION IS FINISHED IN PHASE ONE

NOTE:

HATCHED AREAS ARE WITHIN THE SMOKE

COMPARTMENT, BUT ARE NOT IN THE

SCOPE OF WORK, EXCEPT FOR REPLACING

DOORS.

NOTE:

PATINET ROOM 3020 IS NOT WITHIN THE

SMOKE COMPARTMENT, BUT IS IN THE

SCOPE OF WORK

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR LIFE SAFETY

PLAN

GI102

TG JO

3/32" = 1'-0"1

THIRD FLOOR LIFE SAFETY

EGRESS TRAVEL DISTANCE

Path ID Travel Distance Comments

A 73'-11 15/16" TRAVEL DISTANCE TO SUITE EXIT. 100' ALLOWABLE

B 106'-6" TRAVEL DISTANCE TO EXIT

C 105'-3 9/16" TRAVEL DISTANCE TO SMOKE COMPARTMENT

D 88'-0" TRAVEL DISTANCE TO EXIT

KEYNOTES - LIFE SAFETY

Image Description

MAINTAIN MINIMUM 6' - 0" WIDE EMERGENCY EGRESS CORRIDOR

THROUGHOUT CONSTRUCTION

REFER TO OWNER PROVIDED LIFE SAFETY PLAN FOR INFORMATION

IN THIS AREA OF THE BUILDING, NO WORK

32" CLEAR OPENING / 0.3 LOAD FACTOR = 107 ALLOWED, 37 ACTUAL

EXITING

DIAGONAL MEASUREMENT 414'/3 = 138' MINIMUM DISTANCE

DISTANCE BETWEEN EXITS 158' - 0"

SMOKE COMPARTMENT EGRESS DOORS. 68" CLEAR OPENING / 0.3

LOAD FACTOR = 226 ALLOWED 37 ACTUAL EXITING

SERVICE ELEVATOR TO REMAIN OPERATIONAL DURING

CONSTRUCTION

PASSENGER ELEVATOR TO REMAIN OPERATIONAL DURING

CONSTRUCTION

PLAN

NORTH

BY REVISIONS DATE

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR OWNER

PROVIDED LIFE SAFETY PLAN -

FOR REFERENCE ONLY

GI103

TG CAF

BY REVISIONS DATE

www.atriaxgroup.com

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

PHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

LeGrand

Engineering, Inc.

215 PARK AVE SE

AIKEN, SC 29801

PHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com

8701 RED OAK BLVD. SUITE 500

CHARLOTTE, NC 28217-5593

PHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

A35A13

A16 A17

A19A15

A.F A.F

A22

A.G A.G

A.C A.C

A24 A27A21

A25 A28 A34

A34

A30

A30

A31

A31

A11

A20

A26

A12 A14

A8

A8

A9

A9

A.K A.K

A.JA.J

D1

D1

D1

D3

D2

D2

D3

D3

D3

D2

D6 D6

D6D5

5'-2" 10 1/2"

D8 D8

D8

D8

D8

D8

D8

D9

D5

D2

D10

D10D10 D10

D10

D11

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

DEMO LEGEND PLAN

NORTH

GENERAL NOTES

1. WALLS, CEILINGS, FLOOR FINISHES, DOORS/FRAMES,

COLUMN COVERS, FINISHES, CONVECTORS, HVAC AS

NOTED, PLUMBING FIXTURES, ELECTRICAL DEVICES

AS NOTED, PIPING AND MED GAS LINES TO BE

DEMOLISHED UNLESS NOTES OTHERWISE.

2. MAINTAIN OWNER APPROVED EMERGENCY EGRESS

AND PATH TO EXIT WAY WITH MINIMUM

CLEARANCE OF 5' - 0" CLEAR.

3. ALL DEMOLITION SHALL BE COMPLETED WHILE

PROVIDING VA STAFF UNHINDERED ACCESS TO THE

NORTH AND SOUTH WINGS.

4. STAIRS AND ELEVATORS TO REMAIN FULLY

OPERATIONAL DURING DEMOLITION AND

CONSTRUCTION.

5. CONTRACTOR TO PROVIDE TEMPORARY 1HR ICRA

APPROVED PARTITIONS. COORDINATE WITH NEW

WORK BEING INCLUDED IN THE SCOPE OF THIS

PROJECT, GENERAL NOTES IN THIS SET OF

DRAWINGS, AND REQUIRED CONSTRUCTION

CONTRACTOR TO PROVIDE ANTE ROOMS FOR

INGRESS/EGRESS.

6. COORDINATE DEMOLITION WITH PROPOSED NEW

WORK WITH OWNER PRIOR TO BEGINNING OF

CONSTRUCTION.

7. MOVEABLE EQUIPMENT TO BE REMOVED BY OWNER

PRIOR TO CONSTRUCTION.

8. ALL REMOVED EQUIPMENT SHALL BE TURNED OVER

TO THE OWNER AND STORED WHERE DIRECTED.

ITEMS THE OWNER DOES NOT WANT TO KEEP SHALL

BE REMOVED AND PROPERLY DISPOSED OF BY THE

CONTRACTOR.

9. CONTRACTOR TO REWORK ANY FUNCTIONING

UTILITIES OR PIPING AS REQUIRED FOR

CONSTRUCTION.

10. FLOOR LEVELING AND MOISTURE MITIGATION SHALL

BE INSTALLED AFTER DEMOLITION AND BEFORE NEW

WALLS ARE INSTALLED.

DAY ROOM

OFFICE

3101A

EXAM

OFFICE

OFFICE

OFFICE

3094K

OFFICE

3094J

OFFICE

3094A

OFFICE

3094B

OFFICE

3094I

CONF. ROOM

3094C

OFFICE

3094H

GEN.

STORAGE

3094L

OFFICE

3094G

OFFICE

3094D

OFFICE

3094E

OFFICE

3159 SUPP

CORR

ICE

EKG

EKG

SOIL LIN

STAIR #5

NURSE

STATION

3145 STO.

STO.

M. TLT.

TLT.

STO.

LINL

STORAGE

F. TLT.

MOP

ELEC.

M TLT.

NURSE

STATION

L. CHUTE

MOP CLOS.

3058A

MEDICATION.

3059A

TLT

OFFICE

NOURISHMENT

MSCU ISOL

TLT.

STOR

STOR

F. TLT.

TELE

3091A

LAB STOR.

WAITING

ELEC.

CORRIDOR

STAIR #6

1-BED

TLT.

1-BED

TLT.

1-BED

TLT.

LOCKER

ROOM

TLT 3014

TLT

1-BED

TLT

1-BED

1-BED

STOR.

TLT.

1-BED

1-BED

TLT.

1-BED

TLT

TLT.

DIALYSIS

TLT

STOR.

1-BED

CL. UTILITY

CONFERENCE

PAT. RM

3060WORK ROOM

HAC

PAT. RM.

PAT. TLT.

PAT. TLT

PAT. RM.

PAT. TLT.

BARI. BATH

BARIATRIC.

RM.

UTILITY

STAFF

WORK ROOM

MEDICATION

CLEAN

LINEN

NOURISHMENT

STORAGE

ANTE RM.

ISO PAT.RM.

PAT.RM.

PAT. RM.

PAT BAT

PAT. RM

PAT. RM

PAT BATH

SOILED

UTILITY

ELEC.

PAT. RM.

STAIR #4

ISO PAT.

BATH

PAT. BATH

PAT. BATH

PAT. RM.

PAT. BATH

EXAM/TREATMENT

PAT. BATH

STORE

3082B

5 BED MSCU

PAT. RM.

STAFF

LOCKER

ELEC.

FAC

3165A

ELEC.

FAC

ELEV. PIT

ELEV. EQUIP.

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR DEMOLITION

PLAN

AD101

TG KEN

KEYNOTES - DEMO...

Image Description

DEMOLISH PAPRTITIONS, DOORS, FLOORS,

FINISHES, PLUMBING FIXTURES, ELECTRICAL

DEVICES, CEILINGS, MILLWORK, AND ALL OTHER

RELATED ITEMS SHOWN DASHED IN AREA

INDICATED. CONTRACTOR TO FULLY INSPECT

THE AREA AT PREBID MEETING TO UNDERSTAND

SCOPE OF DEMOLITION

EXISTING GLAZED CMU TO REMAIN. SCARIFY

SURFACE AS REQ'D FOR PLASTER SKIM COAT

NO WORK IN THIS ROOM

ELEVATORS TO REMAIN OPERATIONAL DURING

CONSTRUCTION. G.C. TO COORD TEMP. SHUT

DOWNS W/ OTHERS PROIR TO ANY DISRUPTIONS.

MAINTAIN MIN 6' CLEAR EGRESS PATH DURING

CONSTRUCTION.

OFFICE SUITE RENOVATION -DEDUCT

ALTERNATE #1

REMOVE DOOR AND FRAME. PREP FOR NEW

DOOR IN THIS LOCATION

FUTURE EXISTING ELEVATOR AREA-SCOPE OF

WORK NOT INCLUDED IN CONTRACT

GRIND/DEMO EXISTING FLOOR SLAB AS

REQUIRED FOR NEW TILE AND DRAIN

INSTALLATION

DEMO CEILING AS REQUIRED FOR NEW MEP

WORK

1/8" = 1'-0"1

THIRD FLOOR DEMOLITION

D7

D10

BY REVISIONS DATE

Revision 1 Date 1

B000

-61 SF

3017A

TLT

60 SF

-67 SF

TLT

60 SF

-58 SF

TLT

60 SF

-225 SF

PAT. RM

280 SF

-230 SF

PAT. RM.

280 SF -229 SF

PAT. RM

280 SF

-231 SF

PAT. RM

280 SF

-214 SF

PAT. RM.

280 SF -228 SF

PAT. RM.

280 SF

-78 SF

3013A

TLT.

60 SF

-59 SF

3014A

TLT

60 SF

-60 SF

3016A

TLT

60 SF

-58 SF

3019A

TLT

60 SF

-60 SF

3018A

TLT

60 SF

-238 SF

WAITING

175 SF

-63 SF

3087A

TLT

60 SF

NURSE

STATION

ELEC.

3088A

-117 SF

3190K

CONSULT

112 SF

-103 SF

3190A

COPY/FAX

100 SF

-121 SF

3190I

NURSE MANAGER

100 SF

NURSE

STATION

STAFF

WORKROOM

-291 SF

PAT. RM.

280 SF

PAT. TLT.

PAT. RM.

STOR.

STOR.

NOURISHMENT

STORAGE

CLEAN

LINEN

HAC

MECH

PAT. RM.

54 SF

PAT. TLT

STAFF

LOCKER

-244 SF

3190F

UNASSIGNED

300 SF

-126 SF

3190H

CHIEF NURSE

100 SF

-129 SF

3190G

CHIEF

100 SF

-118 SF

3190J

NURSE MANAGER

100 SF

-174 SF

3190E

UM NURSES

-126 SF

3190C

SOCIAL WORKERS

112 SF

-119 SF

3190B

PHARM/PHARM TECH

112 SF

-127 SF

3190D

ASST CHIEF NURSE

100 SF

-44 SF

MED GAS

36 SF

CORR

-59 SF

3015A

TLT

60 SF

-229 SF

PAT. RM

280 SF

IT & ELEC.

-280 SF

PAT. RM

280 SF

-64 SF

3086A

TLT

60 SF

-276 SF

PAT. RM

280 SF

EXISTING

OFFICE

-100 SF

EQUIPMENT

300 SF

SOILED

LINEN

-70 SF

UM NURSE

56 SF

-70 SF

UM NURSE

56 SF

-70 SF

UM NURSE

56 SF

9'-3 1/4" 15'-9 1/2" 15'-8 5/8" 5'-10 3/4" 3'-4 7/8" 15'-7 1/8" 15'-3 1/8" 9'-7" 15'-9 7/8" 14'-8 1/4"

5'-10 7/8"

3'-6 1/2"

1'-1 1/8"

'-2

8'

-0

'-6

M

IN

. C

LE

A R

8' -0

'-2

5' -7

/2

7' -1

1/

2" 7'

-9

/4

3'-0 1/8"

1' -6

9'-6" 9'-6" 1'-4" 7'-10 1/4"

8' -0

18'-6 1/4" 6'-7 1/4" 3'-5 1/4"

3'-4 1/4"

8' -3

/2

8'

-8

/4

8' -8

/4

9'

-0

'-0

7' -3

/4

8'

-3

/2

8' -8

/4

8'

-8

/4

B103 B16S2 B16S2

B16S2

B16S1

B16S2

B16

3013A

3014A

3015A

3016A

3017A

3018A

3019A

A

3087A

3086A

3190K

3190J

3190I

3190H

3190G 3190E

3190D

3190C

3190B

3190A

A

B102

B102

B100B

B102

A

3162A

B100B102 B102B100

B102 B100B102B100

B102

B100B102

TYP.

B102

ELEC.

3100A

2 2

-47 SF

STAFF TLT

60 SF

-70 SF

3020A

TOILET

60 SF

3020A

B

A13

A16 A17

A19A15

A.F

A22

A.G

A.C

A24 A27A21

A25 A28 A34A30 A31A11

A20

A26

A12 A14

A8 A9

A.K

A.J

AE401

15'-5 7/16" +/-

AE402

1' -3

/2

EXISTING

BREAK

3101A

EXISTING

CONFERENCE

OFFICE

FAC

3162A

A

STAIR #5

FAC

CORR

3163 STAIR #6

CORR

HALL

8' -3

18'-5 1/2"

LINEN

A

AE401

MIN. CLEAR

8'-0"

15'-11 1/2" +/-

AE402

'-8

/4

1'-10 3/4"

1'-6 3/4"

3190F

-96 SF

3190L

EDUCATOR OFC.

100 SF

-48 SF

MED GAS

SUPPLY

CLEAN

-105 SF

SOILED

75 SF

B

-38 SF

HAC

B

A

B13S1

B13S1 B13S1

B13S1

B13S1

B103

B103

1'-9"

B102

3/

8"

IT

ELEV.

OFFICE

ELEC.

ELEV.

EQUIPMENT

B16S2

8' -0

B 168'

-0

B

B

AE401

AE401

AE401

AE401

2'-0"2'-0"

1'-11"

3' -3

1'

-3

/2

1'-3 1/8"

7'-2 3/8"

4' -5

/4

2'-2 1/8"

135.00° 135.00°

B100B100

B103

B42

TYP

8 TYP.

TYP

TYP

TYP

TYP

1'-3"

B16

TYP.

TYP

CR

CR

CR

CR

CR

CR

CR CR

CR

CR

CR

CR

CR CR

CR

HOURLY RATING

GENERAL NOTES

1. ELEVATORS TO REMAIN FULLY OPERATION

DURING CONSTRUCTION COORDINATE ANY TEMP.

SHUT DOWNS WITH OWNER PRIOR TO ANY

DISRUPTION.

2. ALL WALLS TO BE CLEAR OF WINDOWS.

3. FLOOR LEVELING IS REQUIRED AFTER DEMO AND

BEFORE NEW WALLS ARE INSTALLED.

4. FACILITY IS REPORTED TO BE 100%

SPRINKLERED.

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE

PARTITION TYPE DESIGNATION - SEE

A8.1 SHEETS. NOTE: ALL INTERIOR

PARTITIONS NOT OTHERWISE

INDICATED ARE TO BE B13

LEGEND

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE

1 HOUR RATED

1 HOUR SMOKE/RATED

SMOKE PARTITION

(NOT RATED)

2 HOUR RATED

2 HOUR SMOKE/RATED

FURNITURE - OWNER

FURNISHED/OWNER INSTALLED

PATIENT HEADWALL SYSTEM (OFOI)

A5075

EQUIPMENT TAG- SEE SHEETS

AE603 AND A604

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR PLAN

AE101

TG JO

1/8" = 1'-0"1

THIRD FLOOR PLAN

KEYNOTES - NEW FLOOR PLAN

Image Description

ALIGN NEW WALL WITH EXISTING

EXISTING WINDOW TO REMAIN, CLOSED TO INTERIOR. PAINT INTERIOR OF

WINDOW.

PROVIDE ABRASION RESISTANT COATING OVER EXISTING GLAZED BLOCK

WALLS. SCARIFY EXISTING GLAZED BLOCK AS REQ'D.

HEADWALL SYSTEM OF/OI

NO WORK IN THIS AREA

OFFICE SUITE RENOVATION- DEDUCT ALTERNATE #1

FUTURE EXISTING ELEVATOR AREA-SCOPE OF WORK NOT INCLUDED IN

CONTRACT

MILLWORK CF/CI

SLOPE FINISH FLOOR MIN 1/8"/FT TO DRAIN. PROVIDE SMOOTH, LEVEL

TRANSITION TO PATIENT ROOM AT TOILET ROOM DOOR. TYP ALL PATIENT

TOILET ROOMS.

PHASE 1 REQUIRED CEILING WORK IN THIS AREA IF DEDUCT ALTERNATE 1 IS

ACCEPTED

PATCH, REPAIR AND PAINT WALLS, AS REQUIRED DUE TO CEILING

REPLACEMENT. NO OTHER WORK IN THIS ROOM

PLAN

NORTH

BY REVISIONS DATE

RECESSED DOWN LIGHT

EXIT LIGHT (CEILING OR WALL MTD.)

2' x 2' ACOUSTICAL CEILING TILE, SEE FINISH SCHEDULE FOR TYPES

GYPSUM BOARD CEILING / SOFFIT

CEILING HEIGHT AFF (SEE PLAN)

SPRINKLER HEAD

MECHANICAL GRILLE

WALL MOUNTED LIGHT

LED LIGHT FIXTURES

ACCESS PANEL (24" x 24")

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE

AP

GENERAL NOTES:

1. ALL CEILING HEIGHTS TO BE CORDINATED/CONFIRMED

WITH UTILITES AND REQ'D CLEARANCES.

2. MAJOR MECHANICAL AND ELECTRICAL ITEMS ARE

SHOWN ON THIS DRAWING FOR GENERAL LOCATIONS

WITHIN THE CEILING SYSTEM. SEE MECHANICAL AND

ELECTRICAL DRAWINGS FOR INFORMATION DESCRIBING

THE SYSTEM TO WHICH THEY BELONG AND FOR

ADDITIONAL CEILING MOUNTED DEVICES.

3. CEILING TILE SHALL BE CENTERED WITHIN THE SPACE

AND SYMMETRICALLY CUT AT WALLS UNLESS NOTED

OTHERWISE.

XX'-XX"

CUBICLE CURTAIN TRACK TO BE

INSTALLED BY CONTRACTOR.

PROVIDE CURVES AT CORNERS.

HOURLY RATING

PLAN

NORTH

CEILING LEGEND

1 HOUR RATED

2 HOUR RATED

SMOKE PARTITION

(NO WALL DESIGNATION)

3 HOUR RATED

AE401

A35

A35

EQUIPMENT

TLT.

3013A

MED GAS

3012 PAT. RM

PAT. RM.

TLT

3015A

TLT

3014A

PAT. RM

PAT. RM

TLT

3017A

PAT. RM

3017 PAT. RM.

TLT

3019A

TLT

3018A

PAT. RM.

TOILET

3020A

PAT. RM.

CORR

CLEAN

TLT

TLT

IT & ELEC.

EXISTING

OFFICE

CONSULT

3190K

NURSE

MANAGER

3190J

NURSE

MANAGER

3190I

CHIEF

NURSE

3190H

CHIEF

3190G

UNASSIGNED

3190F

UM NURSES

3190E

ASST CHIEF

NURSE

3190D

126 SF

SOCIAL

WORKERS

3190C

PHARM/PHARM

TECH

3190B

COPY/FAX

3190A

STAFF TLT

WAITING

ELEC.

3088AELEC.

3100A

PAT. RM

TLT

3086A

TLT

3087A

PAT. RM

A13

A16 A17

A19A15

A.F

A22

A.G

A.C

A24 A27A21

A25 A28 A34A30 A31A11

A20

A26

A12 A14

A8 A9

8'-8"

A.K

A.J

8'-8"

8'-0" 8'-0"8'-0"

8'-0"

8'-0"

7'-2"

7'-4"

7'-4"

AE401 8

7'-4"

7'-4"

SUPPLY

STOR.

STOR.

PAT. RM.

PAT. TLT.

PAT. RM.

PAT. TLT.

PAT. TLT.

PAT. RM

CONFERENCE

NURSE

STATION

6054STAIR #6

NURSE

STATION

STAIR #5

SOILED

LINEN

STAFF

WORKROOM

HAC

MECH

PAT. RM.

PAT. TLT.

BARIATRIC.

RM.

CLEAN

UTILITY

STAFF

WORK ROOM

MEDICATION

NOURISHMENT

OFFICE

EXISTING

CONFERENCE

EXISTING

BREAK

3101A

TLT

3016A

7'-4"

8'-8"

8'-10"

8'-10"

7'-2"

8'-10"

8'-10"

8'-10"

SOILED

3169 EXIST

EXIST

CEILING.

8'-8" 8'-10"

8'-10"

8'-10"

8'-8"8'-8" 8'-8" 8'-8" 8'-8"

8'-8"

8'-10" 8'-10"8'-10"

8'-10"

8'-10"

8'-10"

8'-0"

8'-0"

8'-0"

8'-8"

7'-4"7'-4"

8'-10"

8'-0"

8'-10"

7'-4" 7'-4"7'-4"7'-4"

7'-2"

7'-4"

8'-0"

8'-6"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

MED GAS

CORR

CORR

STAFF

LOCKER

3200CLEAN

LINEN

LINEN

HALL

7' -4

AE401

RADIANT

PANEL TYP.

IT

7' -4

7'

-4

7' -4

7'

-4

7' -4

7' -4

7'

-4

7' -4

7' -4

1' -6

1' -6

3' -7

4' -0

/2

EQUAL EQUAL

2'-9" 2'-9" 1' -6

8'-8"

3' -7

"1' -6

2'-9" 2'-9"

3' -7

" 1' -6

1'-10" 1'-10"

2'-0" 2'-0"

2'-0" 2'-0"1'-9" 1'-9"

1' -4

2'-0" 2'-0" 1'-9"1'-9"

2'-2" 2'-2"1'-10"1'-10"

1/

4"

2'-2" 2'-2"1'-10" 1'-10"

2' -1

0"

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR REFLECTED

CEILING PLAN

AE102

TG KEN

KEYNOTES - NEW...

PATCH AND REPAIR EXISTING CLG. TO MATCH

NO CEILING IN THIS AREA

COORDINATE CLG DEMO WITH NEW CONSTRUCTION

PATIENT LIFT SYSTEM AND TRACK OF/OI.

COORDINATE WITH CEILING DESIGN, LIGHT

FIXTURES AND CEILING MOUNTED MECHANICAL

DEVICES

NO WORK IN THIS AREA

OFFICE SUITE RENOVATION DEDUCT ALTERNATE #1

FUTURE EXISTING ELEVATOR AREA-SCOPE OF

WORK NOT INCLUDED IN CONTRACT

REUSE EXISTING 2'x4" LED FIXTURES

1/8" = 1'-0"1

THIRD FLOOR REFLECTED CEILING PLAN

RAISED CEILING

AREA FOR

ELEVATOR

LIGHTING @ 7'-8"

BY REVISIONS DATE

B000

TLT

3017A

TLT

TLT

3167CLEAN

PAT. RM

PAT. RM

PAT. RM

PAT. RM.

PAT. RM.

3019TLT

3014A

TLT

3016A

TLT

3019A

TLT

3018A

WAITING

TLT

3087A

A35

TLT.

3013A

MED GAS

3012 PAT. RM.

TLT

3015A

PAT. RM

PAT. RM.

TOILET

3020A

SOILED

IT & ELEC.

EXISTING

OFFICE

CONSULT

3190K

NURSE

MANAGER

3190J

NURSE

MANAGER

3190I

CHIEF

NURSE

3190H

CHIEF

3190G

UNASSIGNED

3190F UM NURSES

3190E

UM NURSE

UM NURSE

UM NURSE

ASST CHIEF

NURSE

3190D

SOCIAL

WORKERS

3190C

PHARM/PHARM

TECH

3190B

COPY/FAX

3190A

STAFF TLT

PAT. RM

TLT

3086A

PAT. RM

A13

A16 A17

A19A15

A.F

A22

A.G

A.C

A24 A27A21

A25 A28 A34A30 A31A11

A20

A26

A12 A14

A8 A9

A.K

A.J

AE401

AE402

AE401

EQUIPMENT

ELEV.

3177 OFFICE

EXISTING

BREAK

3101A

EXISTING

CONFERENCE

OFFICE

EDUCATOR

OFC.

3190L

CORR

HALL

IT

SUPPLY

MED GAS

CORR

HAC

STAIR #6

STAIR #5

CORR

ELEC.

M13150

E0945

M2050

HOURLY RATING

GENERAL NOTES

1. REFER TO A600 SHEETS FOR EQUIPMENT LIST.

2. REFER TO ENLARGED PLAS FOR DETAILED

INFORMATION FOR TYPICAL PATIENT ROOMS

AND OTHER AREAS.

3. CONTRACTOR TO COORDINATE WITH VA AND

PATIENT ROOM EQUIPMENT SUPPLIER TO PLAN

INFRASTRUCTURE & UTILITY TIE INS WITH

ELECTRICAL, GAS AND MECHANICAL.

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE

PARTITION TYPE DESIGNATION - SEE

A8.1 SHEETS. NOTE: ALL INTERIOR

PARTITIONS NOT OTHERWISE

INDICATED ARE TO BE B14

LEGEND

NEW CONSTRUCTION - EXTEND TO

UNDERSIDE OF STRUCTURE ABOVE

1 HOUR RATED

1 HOUR SMOKE/RATED

SMOKE PARTITION

(NOT RATED)

2 HOUR RATED

2 HOUR SMOKE/RATED

FURNITURE - OWNER

FURNISHED/OWNER INSTALLED

PATIENT HEADWALL SYSTEM OF/OI

PLAN

NORTH

NOTE:

FURNITURE AND EQUIPMENT SHOWN FOR REFERENCE ONLY

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

THIRD FLOOR EQUIPMENT

PLAN

AE103

TG KEN

1/8" = 1'-0"1

THIRD FLOOR EQUIPMENT PLAN

BY REVISIONS DATE

A16

A.C

A.K

2' -0

8'-10"

CUSTOM

HEADWALL

UNIT (OFOI)

7'-4"

8'-8"

8'-10"

PATIENT LIFT

AND TRACK

2' -7

1' -3

/8

4'-8 7/8" 4'-8 7/8"

2' -4

/2

2'-5" 2'-5 7/8" add can lights coord MEP

PARTIAL

HEIGHT DOOR

D0710

M0500 F3050

A5180

A5108

3'-1"

2' -6

26"X36"

OPEN

A16

M3070

A5080 A5075

SOFFIT

501.18190P.30 21"

DEEP

SLOPED

PANEL

1 1/2" FILLER

STRIPMILLWORK CF/CI

SEE DETAIL 13/AE402

A.C

O V

UPPER CABINET

TO HOUSE MOTOR

FOR PATIENT LIFT

3 CAN LIGHTS

INTEGRATED INTO

THE HEADWALL SYSTEM

PATIENT HEADWALL SYSTEM OF/OI: ALL

DEVICE CONNECTIONS & OUTLETS TO BE

COORDINATED WITH UTILITY, MECH &

PLUMBING. THIS INCLUDES BUT NOT LIMITED

TO NURSE CALL, CODE BLUE, DATA,

ELECTRICAL AND MED GASES.

ROLLING

DOOR-GASES

BEYOND

SURFACE MOUNTED

OUTLETS

PATIENT LIFT

(OF/OI)

SOFFIT

SOFFIT

M7010

A16

F0376

A1110

SLEEPER

RECLINER

2' -6

AE4013 5

A16 A17

A.C

A.K

B13

B103

B13S2

B16

B100 B102

B13

1' -9

/1

6"

5'

-8

/4

8' -6

/1

6"

6' -2

/8

1'

-6

/4

7'-1 3/4" 8'-5 3/8"

B16S2

B103

B103

B102 B103

B102 TYP. AT ALL

EXT. WALLS

B103

B100

3'-4 7/8"

9'-3 5/8" 2 1/8"

3'-0"

AE401

TLT

3015A

PAT. RM

SS SHELF

SHOWER

CONTROLS

1'-8"

AE401

1' -6

/8

1'-5 1/4"

HEAD WALL

SYSTEM

OF/OI

MILLWORK

CF/CI

MILLWORK

CF/CI

PROVIDE MIN 1/8" SLOPE

TO DRAIN. TYP ALL

PATIENT TOILET ROOMS

PROVIDE SMOOTH,

LEVEL TRANSITION TO

PATIENT ROOM. TYP ALL

PATIENT TOILET ROOMS

A.G

A.J

AE401 8

SOILED

F0535

F0535

F0510

190P.30

P6500

A5080

A5075

BASE

1'-6 3/8"

MILLWORK CF/CI

SEE DETAIL 13/AE402 SIM.

CONSTRUCT SOFFIT

FROM THIS POINT

UP PRIOR TO

INSTALLATION OF

CEILING

PLAM / WD. VENEER

FACED CLOSURE TRIM

PLAM / WD. VENEER

FIN. CLG. - SEE REFLECTED

CLG. PLAN FOR HEIGHT

GYP. BD. SOFFIT ON

METAL STUDS

1/2" MIN BACK

PANEL TYPICAL

BRACE TO

STRUCTURE

ABOVE

PULL HARDWARE

1x BLKG CONT.

@ FRONT-SHIM

@ REAR

WOOD BLOCKING

4" 2'-2"

BASE AS SCHEDULED 2 x FRT WD. BLOCKING

AT 24" O.C. MAX. (TYP.)

1 1/8" 1'-9 1/2"

1"

3/ 4"

4"

3/ 4"

1' -8

DOUBLE HOOK ON

EACH SIDE WITH

COAT ROD

NOTE: FULL HEIGHT

DOORS ARE

REQUIRED, 1-1/8"

PLAM. / WD.

VENEER COVERED

HOLLOW CORE

DOORS REQ.

3"

2 3/8"

FIXED SHELF

7' -4

1'

-0

V

A R

IE

S

S E

E P

LA

N

CONT. SUPPORT

FOR COUNTERTOP

REAR OFFSET

DRAIN REQ. AT

UNIT 190P1.

DUE TO

SLOPED PANEL

REMOVABLE 3/4" EXTERIOR

PLYWOOD PANEL W/ PLAM.

ALL SURFACES EXCEPT

BACKING SHEET ON BACK

SIDE. SCREW TO 2X4 BLKG.

WITH RECESSED TAMPER

PROOF SCREWS. STOP

PANEL 1/2" FROM WALL EACH

END.

BASE AS SCHEDULED

1/ 2"

1/

2"4" 6"

2' -4

2' -1

0"

2' -3

M

IN

8" MIN

3/4"

FINISH FLOOR

COUNTERTOP FINISH

AS SCHEDULED

6" MAX

9" M

IN

501.18 191A.42

1 1/2" FILLER

253.18

F F

291.30 254.12

100.21 190.30

OPEN

WRAP PIPING

W/ INSUL

101.18

UNIT DESIGNATION

UNIT WIDTH

2 SIM

COLUMN

TYP. EXPOSED END

CARRY REVEAL

THROUGH

EXPOSED END

PANEL SHALL

BE ONE

PIECE (TYP.)

LIGHT VALANCE

RECESSED 3/16"

BOTH FRONT

AND SIDE

MILLWORK LEGEND

100 SERIES; BASE UNITS W/O DRAWERS

200 SERIES; BASE UNITS W/ DRAWERS

300 SERIES; WALL UNITS

400 SERIES; TALL STORAGE UNITS

500 SERIES; WARDROBE

SPECIFIC UNITS

301B.12

UNIT WIDTH (INCHES)

UNIT TYPE

UNIT SERIES

NOTES:

1) COUNTERTOP AND BACKSPLASH

SHALL BE INSTALLED IN ONE PIECE.

2) BACKSPLASH SHALL BE RETURNED

WITH SEPARATE PIECES AT ALL ENDS

WHERE WALL OR OTHER CABINET

OCCURS.

3) SCRIBE BACK AND END SPLASH TO

WALL.

DOOR

FILLER

DOWEL

HOLES

*NOTE: AT CORNER WHERE TWO

CABS. ABUT @ 90 DEGREES,

DIMENSION SHALL BE 2"

1 1/2" *

SCRIBE

TO WALL

FACE OF

WALL DOWEL HOLES

DOOR

EXPOSED

FINISHED

END

PLAM./WD VENEER

SCRIBE

TO WALL

FACE OF

WALL

COUNTERTOP

CAULK

4"

BASE CABINET

1'-3"

OPEN

BELOW

1/

2"

APRON

SOLID SURFACE

SINK WITH

INTEGRAL BOWL2'

-1 0"

CURVED COUNTER &

APRON. PROVIDE ADA

INSULATION ON EXPOSED

PIPING. CF/CI

A1066

A5075

A5080

A16

A.K

EXISTING COLUMN

7/8" HAT CHANNEL

B100

B102

B100

B

B102

2' -0

/4

1'-3"

1' -9

B

1/

8"

B

2 EXISTING EXTERIOR

WINDOW SYSTEM

EXISTING

EXTERIOR

WALL

B13 B103

ALIGN WITH EXISTING

WINDOW RETURN.

PATCH, REPAIR AND

PROVIDE NEW FINISHES.

9 3/8"

A19

B100

B13

B100

1'-2 5/8"

EXISTING COLUMN

EXISTING

EXTERIOR

WALL

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

ENLARGED PLANS

AE401

TG KEN

1/4" = 1'-0"2

PATIENT ROOM RCP

3/8" = 1'-0"3

WEST ELEVATION

3/8" = 1'-0"4

NORTH ELEVATION

3/8" = 1'-0"5

EAST ELEVATION

3/8" = 1'-0"6

SOUTH ELEVATION

1/4" = 1'-0"1

TYPICAL PATIENT ROOM

1/4" = 1'-0"7

ENLARGED SOILED ROOM PLAN

3/8" = 1'-0"8

SOILED ELEVATION

1 1/2" = 1'-0"10

501 WARDROBE

1 1/2" = 1'-0"9

190P: ACCESSIBLE SINK BASE CAB W/ PANEL

5 2 7

3/8" = 1'-0"11

PATIENT TOILET ROOM-TYP.

1 1/2" = 1'-0"18

ENLARGED COL. PLAN

1 1/2" = 1'-0"19

ENLRG PLAN @ WINDOW

1 1/2" = 1'-0"20

PLAN AT COL. 19

NOTE:

ALL DEVICES, CONNECTIONS AND

OUTLETS TO BE COORDINATED WITH

ELECTRICAL, PLUMBING AND

MECHANICAL.

BY REVISIONS DATE

SCHEDULED

FLOOR AS

2"

2" X 3/8" MARBLE

THRESHOLD WITH BEVEL

BOTH SIDES

CT ON THIN SET WITH

WATERPROOF MEMBRANE

DOOR

DOOR FRAME

1/2" MIRROR WITH

STAINLESS STEEL

CHANNEL FRAME

MIRROR HANGER

BLOCKING OR

METAL STRAPPING

FOR HANGER

SUPPORT

ALLOW AT LEAST 1" SPACE

BETWEEN BACKSPLASH AND

MIRROR FOR CONNECTION.

BACKSPLASH

A T

F T

O R

E F

LE

C

T

IN

G S

U R

F A

C E

1"

C DRAIN

1/4" MIRROR

L

C OUTLET

7' -0

2'-0"

2"X2"X1/4" L @ END

WALLS ANGLED

BETWEEN 3"X3"X1/4"

3"X3"X1/4" L @ END

WALLS AND

INTERMEDIATEA AS

REQUIRED

REMOVABLE 3/4"

EXTERIOR PLYWOOD

PANEL W/ PLAM. ALL

SURFACES EXCEPT

BACKING SHEET ON

BACK SIDE SCREW TO

2x4 BLKG. W/

RECESSED TAMPER

PROOF SCREWS THAT

STOP PANEL 1/2" FROM

WALL EACH END.

MC 3X9 @ EACH L BRACE W/

3/8" BASE PLATE SECURED TO

STRUCTURAL ABOVE AT MIDPOINT OF

VANITY LENGTH OR AS INDICATED

SOLID SURFACE COUNTER

END & BACKSPLASH

NOTE: DETAIL USES 1 1/4" DIA PIPE FOR DRAIN

- ADJUST FRAMEWORK FOR LARGER PIPE.

NOTE:

COORDINATE

LOCATION OF

STRUCTURE WITH

PLUMBING LINES

NOTE:

COORDINATE LOCATION

OF ANGLE FRAMEWORK

W/ SIZE AND

CONFIGURATION OF

PLUMBING LINES.

SECURE L TO

MC3x9

REGAL MIRROR FRAME

MOULDING #290 WHERE

INDICATED

FINISH FLOOR

3"

3/8"BASE

PLATE

5 3/4"

3/

4"

8 1/2" MIN

5" 6"

2' -1

0"

56" X 60" W.C. CLR.

FLR. SPACE

WATER CLOSET

42" GRAB BARS

WALL HUNG LAVATORY

36" GRAB BARS

30" X 48" LAV. CLR FLR. SPACE PER

606.2 & 305.3 ANSI A117.1

NAPKIN DISPOSAL (@

WOMENS TLT)

TISSUE HOLDER

MIRROR

TOWEL DISPENSER

1' -0

6'-0"

MAX

1'-0"

MIN

3'-6"

1' -3

M

IN

M A

X

6" 3'

-0

M

IN

2' -6

5'

-0

7' -6

1' -6

6'-0"

4'-0" MIN DOOR CLEARANCE

METAL STUD

METAL BLOCKING PLATE

CEMENT BOARD

CERAMIC TILE

GRAB BAR

ESCUTCHEON PLATE

ATTACHMENT SCREW

METAL SLEEVE

1.5"MAX.

1.25" MIN.

1 1/2"

CONTRACTOR OPTION FOR

FT 2X6 WOOD BLOCKING

2' -6

1' -6

3'-0" CLEAR

1'-6"

3' -0

7" 1'-0" 2 1/2"

MAX.

"M

A X

M A

X . 1

/2

3" M

A X

1'-0"MIN.

TO FACE OF WALL

MOUNT SEAT 1'-6"

AFF

"M

IN

22" MIN.

23"MAX.

C O

N T

R O

L W

A

LL

S E

A T

W A

LL

FINISH TO FINISH

VERT.

GRAB BAR

1'-6"

6" 2'-6"

6' -4

5' -1

1'

-1

SLOPE SLOPE

HAND HELD HOSE

OPERATING LEVER

1/2" LIP MAX (NO LIP AT

ROLL-IN SHOWER)

CERAMIC TILE

SHOWER HEAD

DIVERSION VALVE

SOAP DISH

GRAB BAR

SHOWER CURTAIN ROD

CONTROL WALL ELEV.

AREA FOR SHOWER CONTROLS

3' -2

4' -0

CERAMIC TILE ON CEMENT

BOARD

5/ 8"

FACE

OF TILE

5/8" GYP.

WHERE

INDICATED

2 1/2" METAL STUD

4" METAL STUD

C3X4.1

1/ 2"

4"

C4X5.4 W/

FACES FLUSH

COPE HORIZ

C4 AROUND

C3 SUPPORT

C3X4.1 VERTICAL

SUPPORTS SECURE TO

FLOOR WITH 3" X 3" X

1/4" X 0'-3" CLIP ANGLE.

WELD TO C3 AND

ANCHOR TO FLOOR

WITH 3/4" DIA

EXPANSION ANCHOR.

WELD ABOVE TO 3 1/2"

X 3 1/2" X 1/4" ANGLE AS

REQUIRED. SECURE TO

BUILDING STRUCTURAL

WELD

3" X 3" X 1/4" X 4" CLIP

ANGLE WELD TO C4 &

ANCHOR TO FLOOR W/ 3/4"

DIA EXPOSED BOLTS

1' -3

/2

4"

2'-10"

1'-5" 1'-5"

BASE PLATE WITH

SPRING AT TOP

C 3X4.1 BEYOND. EXTEND TO 3 1/2" x 3 1/2" x 1/4" CLIP ANGLE AT

STRUCTURAL ABOVE - SEE DETAIL

UPPER

MOUNTING

FLANGE

3 1/2" X 3 1/2" X

1/4" CLIP

L-SECURE TO BLDG.

STRUCTURAL

CERAMIC TILE ON

CEMENT BD OVER

5/8" GYP DB

SUPPORT ARM

COPE METAL FRAMING

AROUND CHANNELS AS

REQUIRED

GUIDE BRACKET

FINISHED FLOOR

C4X5.4'S

1' -6

1/

2"

3/ 8"

1/

8"

1' -6

1' -3

/2

1/

4"

V E

R

IF

Y D

IM

.S

W / S

E A

T M

F G

METAL STUDS

5/8" CEMENT BACKER BOARD

REINFORCED MORTAR BED

- SLOPE FILL 1/4" PER FT

WATERPROOFING MEMBRANE - CARRY

UP WALL TO TOP OF TILE

5/8" GYP BD

SEALANT

1/4"

(MIN.)

FLOOR DECK

WATERPROOFING MEMBRANE

OVER MORTAR BED EXTEND UP

WALL 6" MIN.

CERAMIC TILE ON

THIN SET MORTARCAULK JOINTS BETWEEN

THRESHOLD AND TILE

FINISHED FLOOR - SEE

FINISH SCHED FOR TYPE

1/2" SSM SLOPED

THRESHOLD

SLOPE FLOOR TO

DOOR AS REQ'D

SEALANT @ JOINTS

BETWEEN THRESHOLD

AND TILE

1/2" SSM SLOPED

THRESHOLD

FLOOR DRAIN

1/ 4"

TILE EDGE TRIM

6"

CONT. BLOCKING

1/2" CEMENT BACKER BOARD

TILE - SEE FIN. SCHEDULE

2" MAX

2" MAX

WATER PROOFING MEMBRANE

A19

INTEGRAL SINK

PAPER TOWEL

DISPENSER CLEAR

1'-6"

M

IN

3' -6

M A

X

1' -0

5' -0

1' -6

MIN DOOR CLEARANCE

5'-0"

TISSUE HOLDER

F .O

. D O

O R

T O

F .O

. S T

O P

2' -8

M

IN

C

LE

A

R 3'

-0

30" X 48" CLEAR

FLOOR SPACE

56" X 60" W.C. CLR FLR. SPACE

MIN. CLEAR

2'-6"1'-11 1/4"

5' -0

1'

-1 0"

9'-0"

A30 A31

A.K

-70 SF

TOILET

3020A

60 SF

3'-7 1/4" 5'-5 7/8"

2' -0

/4

9' -1

0"

4 1/4"

6' -9

/2

4'-4 1/4"

EXTEND TILE

FLOOR INTO

SHOWER, PROVIDE

MIN. 1/8"/FT SLOPE

TO DRAIN

1'-1

3'-4 3/8"

6 3/8"

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

TOILET ROOM DETAILS

AE402

TG KEN

3" = 1'-0"5

THRESHOLD AT PUBLIC/PATIENT TOILET DETAIL

6" = 1'-0"6

MIRROR DETAIL

1 1/2" = 1'-0"13

LAVATORY COUNTER ATTACHMENT TO REAR WALL SECTION

1/2" = 1'-0"3

TOILET OPTION OUTSWING DOOR

3" = 1'-0"7

GRAB BAR ATTACHMENT (W/ SLEEVE)

3/4" = 1'-0"4

TRANSFER ACCESSIBLE HANDICAP SHOWER PLAN

3/4" = 1'-0"14

ACCESSIBLE SHOWER/PLUMBING

WALL (TYPICAL)

1 1/2" = 1'-0"12

SHOWER SEAT PLAN/SECTION

1 1/2" = 1'-0"8

CHANNEL FRAME SUPPORT FOR

FOLDING SHOWER SEAT DETAIL

1 1/2" = 1'-0"9

SHOWER SEAT SECTION

3" = 1'-0"10

TYPICAL ADA SHOWER BASIN DETAIL

1/2" = 1'-0"2

ACCESSIBLE STAFF TOILET INSWING DOOR (ANSI A117.1)

1/4" = 1'-0"1

TOILET ROOM 3020A

BY REVISIONS DATE

METAL STUDS

@16" O.C. TO

STRUCTURE ABOVE

4"

8"

M

IN

MAX.

5/8" GYPSUM BOARD

7/8" FURRING CHANNEL

1-1/2" COLD ROLLED

CHANNELS

4" MTL. STUDS TO

STRUCTURE

ABOVE@4'-0" O.C

WALL ANGLE

V A

R

IE

S

SPACER BAR

NOTE: SEE REFLECTED

CEILING PLAN FORHEIGHTS

4 5/8"

3/8"

V A

R

IE

S

METAL STUDS @16" O.C TO

STRUCTURE ABOVE

3/8"

8"

MAX.

3/8"

5 1/4"

MTL. STUDS @ 4'-0" O.C. TO

STRUCTURE ABOVE

5/8" GYPSUM

BOARD

SCHEDULED ACT CEILING

WALL ANGLE

SPACER BAR

NOTE: SEE REFLECTED

CEILING PLAN FORHEIGHTS

1 1/2"

(2) METAL WIRE

HANGERS TO STRUCTURE

ABOVE FOR EACH

METAL STUD SUPPORT

CEILING TRACK

NOTE: CONTRACTOR TO COORDINATE CURTAIN TRACK CLEARANCE

WITH LIGHT FIXTURES, MECHANICAL DIFFUSERS AND SPRINKLER HEADS.

NESTED 20

GAUGE METAL

STUDS @ 24"

O.C.

CEILING TILE &

GRID SCHEDULED

WIRE

HANGERS

TO STRUCT

ABOVE

SPACERS

SUPPORT SECTION

T Y

P

4" V

A R

IE

S

METAL STUDS TO

STRUCT. ABOVE

METAL STUD BRACING

@ 4'-0" MAX.

SCHEDULED CEILING

5/8" GYP. BD.

5/8" GYP. BD.

WALL ANGLE

2"

1/2" MIN.

SLIDING FIXED (OPTION)

TWO ADJACENT SIDES ONLY

12 GA METAL HANGER

WIRE

STRUT

STABILIZER OR

SIMILAR DEVICE

CROSS RUNNER

NAIL

2"

CROSS RUNNER

POP RIVET- OPTIONAL 2 ADJACENT

SIDES ONLY

SCHEDULED CEILING

N1 N2

8" OR LESS

8" OR LESS

NOTES:

WALL ANGLES OR CHANNELS ARE CONSIDERED AESTHETIC CLOSERS AND SHALL HAVE NO

STRUCTURAL VALUE. PERMANENT RUNNER ATTACHMENT TO THE WALL ANGLES OR

CHANNELS IS NOT PERMITTED.

INSTALLATION IS INTENDED TO PROVIDE AN UNRESTRAINED AND FREE FLOATING CEILING

SYSTEM THAT WILL PERMIT AND ACCOMMODATE MOVEMENT OF THE STRUCTURE DURING

A SIESMIC EVENT.

ALL GRID SYSTEMS SHOULD BE INSTALLED TO MEET MANUFACTURER'S

RECOMMENDATIONS MEETING THE CRITERIA FOR SYSTEMS TESTED TO COMPLY WITH THE

REQUIREMENTS OF ASTM E580 FOR SEISMIC CATEGORY C.

ALL ACCESSORIES RECOMMENDED BY THE MANUFACTURER FOR CEILING SUSPENSION

SYSTEMS TESTED TO COMPLY WITH THE REQUIREMENTS OF ASTM E580 FOR SEISMIC

CATEGORY SHALL BE INCORPORATED INTO THE INSTALLATION.

ALL LIGHTING FIXTURES AND SERVICES WITHIN THE CEILING SHALL BE INSTALLED AND

SUPPORTED TO COMPLY WITH ALL REQUIREMENTS OF ASTM E580.

SPACER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP

PERIMETER COMPONENTS FROM SPREADING APART.

(REQUIRED REGARDLESS OF LEDGES WIDTH.)

3/8" MIN

10 MAX.

12-ga HANGER WIRE PERIMETER

SUPPORTS TWO ALTERNATIVES:

1) 12-GA HANGER WIRE ANCHORED

TO STRUCTURE ABOVE AND HUNG

VERTICALLY (±10 ) A MAX. OF 8"

FROM THE PERIMETER.

10 MAX.

8"

2) 12-GA HANGER WIRE ANCHORED

TO PERIMETER WALL. ATTACHMENT

TO GRID MAY BE WITHIN 8" FROM

THE WALL, BUT THE WALL

ATTACHMENT WIRE MUST NOT

EXCEED A 1/6 SLOPE (10 ).

MIN. 3/8"

MIN. 7/8"

NOTE:

VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER TO

PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN

THE LOOPS. INSTALLATION SHALL COMPLY WITH ASTM E580, CATEGORY C.

RUNNER ATTACHMENT TO THE WALL ANGLES OR

CHANNELS IS NOT PERMITED.

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

CEILING DETAILS

AE501

Checker Author

1 1/2" = 1'-0"3

BULKHEAD DETAIL

1 1/2" = 1'-0"4

BULKHEAD DETAIL

3" = 1'-0"2

CUBICLE CURTAIN TRACK 1 1/2" = 1'-0"1

SOFFIT DETAIL

3" = 1'-0"5

WALL CLOSURE DETAIL

3" = 1'-0"6

WALL CLOSURE DETAIL

BY REVISIONS DATE

STAGGER VERT JOINTS SO THEY OCCUR

OVER DIFFERENT STUDS ON OPPOSITE

SIDES OF PARTITION & STAGGER JOINTS OF

SECOND LAYER FROM FIRST LAYER

OVERLAP ENDS OF EACH LAYER OF GYP

BD AT CORNERS AS INDICATED

4'-0" GB PANEL

4'-0" GB PANEL

4'-0" GB PANEL

STUD SPACING

16" MAX

4'-0" GB PANEL

NOTE: FOR WALL TYPES

& RATING SEE PLANS

EXTERIOR WALL CONSTRUCTION - SEE WALL SECTIONS FOR EXACT CONSTRUCTION

5/8" FIRERATED GYP BD ON METAL STUDS

16" O.C. (2 LAYERS WHERE REQD)

EXTERIOR GYPSUM SHEETING

BUILDING

INSULATION

EXTERIOR BUILDING

SKIN

AIR SPACE

P2

P1

DEFLECTION TRACK

DOUBLE E-STUDS

TRACK

TRACK

4'-0" MAX

3' -0

M

A X

NOTE: DETAIL AT INTERSECTION OF PARTITION W/ROOF CONSTRUCTION SIMILAR

NOTE: WHERE MTL DECK IS REQUIRED TO BE FIREPROOFED STUD TRACK

RUNNER SHALL BE SECURED TO 33 MIL. Z-CLIP ATTACHED TO MTL DECK AT 16" OC

MINIMUM

FLOOR CONSTRUCTION

DEFLECTION HEAD TRACK WITH SLOTTED

FASTENER OPENINGS

2 LAYERS 5/8" FIRERATED GB WHERE

APPLICABLE - SEE PLANS

TYPICAL SMOKE-PARTITION, RATED PARTITION OR

SMOKE AND RATED PARTITION, 5/8" RATED GYP BD

EA SIDE OF MTL STUDS @ 16" OC

FIN CLG - SEE FIN SCHEDULE

FOR HEIGHT & TYPE

METAL STUDS 16" O.C.

SEAL TIGHT TO DECK

PER TESTED ASSEMBLY

VARIES ACCORDING TO

THICKNESS OF CABINET -

SEE PLANS

2 1/2" STUDS W/ 1 1/2" THK

MINERAL WOOL BATTS

5/8" FIRERATED GYP BD ON MTL STUDS (2

LAYERS IF 2 HOUR WALL)

BASED ON UL

U420 & UL U448

5/8" FIRERATED GYP BD ON

METSTUDS (2 LAYERS IF 2 HOUR WALL)

SEE PLANS FOR RECESSED METHOD USED/TO BE USED ON ALL

PENETRATIONS EXCEEDING 16 SQ.IN.

ALCOVE IN WALL FOR

CABINET TO HAVE GYPSUM

BOARD ON ALL 5 SURFACES;

NUMBER OF LAYERS PER

RATING REQUIRED

1/

2" M

IN

VERIFY W/

CABINET SPECIFIED

VERIFY W/

CABINET SPECIFIED

(EXACT DESIGN PER STUD TYPE & TESTED DESIGN)

NOTE:

DAMPERS INSTALLATIONS VARY, INSTALL

PER MFG. INSTRUCTIONS & TESTED

DESIGN

NOTE: GYPSUM PANELS TO BE

SCREWED TO ALL STUD AND RUNNER

FLANGES ON 12" MAX CENTERS,

SURROUNDING THE OPENING

P2

P1

DEFLECTION TRACK

STUD (S)

90° BEND RUNNER

FLOOR RUNNER

2 HOUR

DAMPER

OPENING

1 HOUR

PANHEAD

SCREWS (4 TYP)

2" 2"

1' -0

NOTE: WHERE MTL DECK IS REQUIRED TO BE SPRAY FIREPROOFED STUD TRACK RUNNER SHALL BE

SECURED TO 33 MIL. GA Z-CLIP ATTACHED TO MTL DECK AT 16" OC MINIMUM

FLOOR CONSTRUCTION

33 MIL. Z-CLIP @ 16"OC

SPRAY APPLIED FIREPROOFING

UPDATED FIRE STUFFING

1 0R 2 LAYERS OF 5/8" FIRE-RATED

GYP BD ON VERTICAL SURFACE AS

REQD (SEE WALL

TYPES)

DEFLECTION HEAD TRACK WITH

SLOTTED FASTENER OPENINGS

METAL STUDS 16" O.C.

1 OR 2 LAYERS OF 5/8" FIRE

RATED GYP. BD. AS FIRE RATED

2 1/2" MET

STUDS 16" OC

SEALED TIGHT

PER TESTED

ASSEMBLY

CONCRETE DECK

DEFLECTION

TRACKS

METAL

STUDS

BEYOND

CONTINUOUS

DEFLECTION

TRACK

CUT GYP. BD.

TO FIT - SEAL

TIGHT TO DECK

& BEAM W/

FIRE RATED

ASSEMBLY

1 0R 2 LAYERS OF 5/8"

FIRE RATED GYP. BD. AS

REQ'D

2 1/2" MET

STUDS 16" OC

SEAL TIGHT TO DECK PER

TESTED ASSEMBLY

SEAL TIGHT TO DECK

PER TESTED ASSEMBLY

CONRETE DECK

DEFLECTION TRACKS

2 1/2" MET

STUDS 16" OC

SEAL TIGHT TO DECK

PER TESTED ASSEMBLY

CONCRETE DECK

DEFLECTION TRACK

1 OR 2 LAYERS OF

GYP. BD. EACH

SIDE AS REQ'D

INTUMESCENT PAD -

BOXES ON ONE

SIDE OF WALL ONLY

RATED GYPSUM

BOARD WALL

RATED ELECT. DEVICE

MAX 16 SQUARE INCH

OPENING IN RATED OR

SMOKE WALL (MAX. 4" X 4")

NOTE: WHERE DISTANCE

BETWEEN CENTER OF

BOXES IS 24" OR GREATER, NO

INTUMESCENT PAD REQUIRED.

R A

T E

D W

A

LL

> 24" >24"

J-TRACK HEADER

RETAINING ANGLE

J-TRACK SILL

J-STUD SLOTTED

UPPER AND LOWER TO

ALLOW FOR

PENETRATION OPENING

DAMPER

ANGLE MOUNTED

TO J-TRACK WITH

LOW PROFILE

SCREWS

RETAINING ANGLE

J-TRACK SILL

DAMPER

J-TRACK HEADER

E-STUD CUT UPPER AND LOWER

TO ALLOW FOR PENETRATION

OPENING

Department of

Veterans Affairs

1 2 3 4 5 6 7 8 9

Project Title Project Number

Building Number

Drawing Number of

Location

RENOVATE BUILDING 2

FOR MEDICAL SURGICAL

MODERNIZATION

1 2 3 4 5 6 7 8 9

CONSULTANTS: SEAL: ARCHITECT/ENGINEERS:

Drawing Title

Approved Project Director:

102 3RD AVENUE, NE

PO BOX 1629

HICKORY, NC 28603

PHONE: 828.315.9962

FAX: 828.315.9964

8845 RED OAK BLVD.

CHARLOTTE, NC 28217-5593

TELEPHONE: 704.523.2230

FAX: 704.523.2235

www.freemanwhite.com

215 PARK AVE SE

AIKEN, SC 29801

TELEPHONE: 803.502.0657

FAX: 803.643.4648

www.legrandengineering.com www.atriaxgroup.com NC Engineering License No.: P-0214 NC Architecture License No.: 51254

Office of Construction and Facilities Management

A

B

C

D

E

F

O N E E

IG

H

TH

IN

C H

O N E

F O O T

O N E Q U A R

TE

R

IN

C H

O N E

F O O T

TH

R E E E

IG

H

TH

S

IN

C H

O N E

F O O T

O N E H A

LF

IN

C H

O N E

F O O T

TH

R E E Q U A R

TE

R S

IN

C H

O N E

F O O T

O N E

IN

C H

O N E

F O O T

O N E

A N D

O N E H A

LF

IN

C H E S

O N E

F O O T

TH

R E E

IN

C H E S

O N E

F O O T

A

B

C

D

E

TELEPHONE: 704.522.0495

FAX: 704.522.0499

www.lrspc.net

659-17-101

W.G. HEFNER VAMC SALISBURY NC

SMOKE, FIRE, JOINT DETAILS

AE502

Checker Author

3/4" = 1'-0"1

DRYWALL RATED PARTITIONS

1" = 1'-0"8

SCHEMATIC RATED WALL TO EXTERIOR WALL

1/2" = 1'-0"10

STUD LOCATIONS AT FIRE DAMPERS W/ SHAFT

WALL CONSTRUCTION

1" = 1'-0"2

TYPICAL RATED PARTITION DETAIL

1" = 1'-0"4

TYPICAL RECESSED CABINET IN RATED PARTITION

1/2" = 1'-0"7

TYPICAL STUD LOCATIONS AT FIRE DAMPERS IN

RATED WALLS

1" = 1'-0"3

RATED WALL UNDER BEAM

1" = 1'-0"11

RATED WALL OR SMOKE WALL UNDER CONC. BEAM

OR JOIST

1" = 1'-0"12

RATED WALLS PERPENDICULAR TO CONC. BEAM OR

JOIST

1" = 1'-0"15

RATED WALL UNDER CONC. BEAM OR JOIST

1" = 1'-0"13

WALL WITHIN 12" OF CONC. BEAM DETAIL

1" = 1'-0"14

ELECTRICAL BOXES IN RATED AND SMOKE WALL

DETAIL

1" = 1'-0"16

FRAMING SECTION (I-STUDS)

1" = 1'-0"17

FRAMING SECTION (E-STUDS)

BY REVISIONS DATE

NOTE: MAX SIZE OF PIPING TO BE SUPPORTED

FROM COMPOSITE FLOOR IS 4". ANYTHING

LARGER TO BE SUPPORTED FROM STRUCTURAL

STEEL FRAMING.

ROOF LEADERS LARGER THAN 4"

MAY BE HUNG WITH ANGLE

FRAMING

CONC.

DECK CONSTRUCTION

HILTI KWICK BOLTS OR EQUAL

HILTI KWICK BOLTS OR

EQUAL

L2 x 2 x 3/16"

TOP OF CONDUIT, PIPE, DUCT, ETC.

(OR INSUL- ATION IF INSULATED)

I

THICKNESS OF FIREPROOFING

REQD + 1/2" MIN CLEAR

E-STUD CUT TO ALLOW FOR

PENETRATION OPENING

J-RUNNER HEADER-TOP OF

OPENING

1 1/2"X1 1/2"X 2" L SCREW ATTACHED W/ 5/8" TYPE

S-12 LOW PROFILE HEAD SCREWS

J-RUNNER BOTTOM OF

OPENING

E-STUD CUT TO ALLOW FOR

PENETRATION OPENING

DETAIL 2

DETAIL 1

NOTE:

2 LAYERS OF GYP BD AT 2-HOUR WALLS

ALL SCREWS SHALL BE SPACED 3" OC MAX

ALL SCREW HEADS SHALL BE LEFT EXPOSED

ALL PATCHES TO BE SET IN FULL BED OF DRYWALL COMPOUND

ALL TYPE 'G' SCREWS

TYPE 'S' SCREWS 8"

OC AT DECK

TYPE 'G' SCREWS

(GYPSUM TO GYPSUM

LAMINATING SCREWS)

TYPE 'S' SCREWS

(GYPSUM TO STEEL)

FIRESAFING

CEILING LINE

C OF STUDS

PATCH FOR OPNG

LARGER THAN 3"

PATCH FOR EXIST

DUCT

PATCH FOR

OPNG 3" OR LESS

TYPTE 'G' SCREWS

CONCRETE PATCH W/ REINF.CHIP EXISTING

OPENING TO 30°

CONCRETE PATCH W/ REINF.

10/10 WWF

SPRAY

FIREPROOFING

1/2" Ø RED HEAD ANCHORS,

1 EA SIDE MIN, 1 @ 2'-0" MAX

CONC PATCH ON 3/4", 26 GA

CONC. FORM DECK

3 1/2"x3 1/2"x1/4" L ALL AROUND

OPENING-SECURE TO EXIST'G SLAB

W/1/4" Ø ANCHORS 1'-0" OC MAX

30.00°

4 x T MAX

T T

4 x T MAX

5'-0"x5'-0" MAX

FOR OPENINGS

2'-0" UP TO

NOTE: FOR WALL TYPE &

RATING, SEE PLANS

HIGHER PRIORITY

PARTITION

HIGHER PRIORITY PARTITION TO BE

CONSTRUCTED PRIOR TO ALL ADJACENT

PARTITIONS & TO BE OF TOTAL MONOLITHIC

CONSTRUCTION

TYPICAL LOWER PRIORITY PARTITIONS FRAMED TIGHT TO

& INDEPENDENT OF HIGHER PRIORITY PARTITION (1 HR

SYMBOL SHOWN)

NOTE: WHERE MTL DECK IS REQUIRED TO BE FIREPROOFED STUD TRACK

RUNNER SHALL BE SECURED TO 20 GA Z-CLIP ATTACHED TO MTL DECK AT 16" OC MINIMUM

CONC.

FLOOR CONSTRUCTION

SEAL TIGHT PER

TESTED ASSEMBLY

33 MIL Z-CLIP @ 16"OC

2 1/2" MTL STUDS 16" OC

2 LAYERS GYP BD EACH SIDE @ 1

HR RATING (3 LAYERS @ 2 HR)

SEE PARTITION TYPES

DEFLECTION TRACK

GYP BD EACH SIDE

AS REQ'D

LESS

12" OR

PRIORITY

PRIORITY

PRIORITY

PRIORITY 5

PRIORITY

PRIORITY

1TWO HOUR FIRE AND SMOKE PARTITION

TWO HOUR RATED SHAFT WALL

PARTITION TO 4" MIN ABOVE CLG

PARTITION TO DECK

ONE HOUR RATED PARTITION

ONE HOUR SMOKE PARTITION

TWO HOUR RATED PARTITION

PARTITION PRIORITY LEGEND

NOTE: ADD HORIZONTAL METAL STUD BLOCKING

BETWEEN STUDS AT ALL HORIZONTAL JOINTS AT

RATED WALLS

NOTE: JOINT BETWEEN GYP BD & FLOOR SLAB SHALL BE 3/8" MAX.

LENGTH OF PANEL IS CONTRACTORS CHOICE AT

ROOMS W/ CEILINGS & 8'-0" MIN AT ROOMS W/ NO

CEILINGS

FOR RATED & SMOKE PARTITIONS

FOR PARTITIONS TO DECK

HORIZONTAL JOINTS ARE NOT REQUIRED TO

BE STAGGERED BUT SHALL OCCUR ABOVE

THE CEILING.

HORIZONTAL JOINTS ON OPPOSITE SIDES OF THE

PARTITION ARE REQUIRED TO BE STAGGERED 2'-0"

MIN OC & SHALL OCCUR ABOVE THE CEILING

FIN

FLOOR

FIN

CEILING

DECK

FIN

FLOOR

FIN

CEILING

DECK

NOTE: SEE PARTITION TYPES

NOTE: SEE PARTITION TYPES

2' -0

M

IN

P

A N

E L

LE

N

G T

H P

A N

E L

LE

N

G T

H

LENGTH OF PANEL IS CONTRACTOR'S

CHOICE AT ROOMS W/CEILINGS & 8'-0"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.