VA IV Cleanroom Issue 4 Bid Drawings R2.pdf

COATESVILLE VA

IV CLEAN ROOM RENOVATION

1400 BLACKHORSE HILL RD,

COATESVILLE, PA

COMBINED CONTRACT

INDEX OF DRAWINGS

10/11/2022

36C24422N0568

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

COVER SHEET

A000

MDISEC

53-23171-00

.ARCHITECTURAL.

A000 COVER SHEET

A001 APPENDIX B

A002 PROJECT STANDARDS

A011 LIFE SAFETY PLAN - LEVEL 01

A102 LEVEL 02 - DEMOLITION & NEW FLOOR PLAN

A103 LEVEL 02 - NEW EQUIPMENT PLAN

A112 LEVEL 02 -DEMOLITION & NEW REFLECTED CEILING PLAN

.MECHANICAL.

M-001 SYMBOLS, ABBREVIATIONS, NOTES AND SCHEDULES

MD-101 HVAC, PIPING AND FIRE PROTECTION - DEMOLITION

MP-101 PARTS PLANS - BASEMENT, FIRST FLOOR AND SECOND FLOOR - NEW WORK

MP-102 PARTS PLANS - IV CLEAN ROOM - HVAC, PIPING AND FIRE PROTECTION - NEW WORK

MP-103 PARTS PLANS - ATTIC - DEMOLITION AND NEW WORK

MP-104 SECTIONS AND RISER DIAGRAMS

MP-105 DETAILS AND DIAGRAMS

MP-106 DETAILS AND DIAGRAMS

MP-107 MECHANICAL CONTROLS DIAGRAM, POINTS LIST, AND SEQUENCE OF OPERATIONS

MP-108 MECHANICAL CONTROLS DIAGRAM, POINTS LIST AND SEQUIENCE OF OPERATION

MP-109 AIR HANDLING UNIT INSTALLATION

MP-110 AIR HANDLING UNIT INSTALLATION

.ELECTRICAL.

E-001 SYMBOLS, ABBREVIATIONS, NOTES AND SCHEDULE

E-101 CLEAN ROOM PART PLANS - LIGHTING AND POWER CONNECTION - NEW WORK

E-102 CLEAN ROOM - ATTIC AND BASEMENT PLANS - EQUIPMENT POWER

E-103 SCHEDULES

ED-101 CLEAN ROOM PARTS PLANS - LIGHTING AND EQUIPMENT POWER - DEMOLITION

.HAZARDOUS MATERIAL REMEDIATION.

H-101 PART PLAN - IV CLEAN ROOM - HAZARDOUS MATERIALS

U P

R

IS

E R

S

2 HR FIRE/SMOKE BARRIER (NCBC SECTION 407.5/709)

RGB

111-063-127

1 HR FIRE BARRIER (NCBC SECTION 707)

RGB

000-000-255

2 HR FIRE BARRIER (NCBC SECTION 707)

RGB

255-127-191

3 HR & 4 HR FIRE WALL SEPARATION (NCBC SECTION 706)

RGB

255-000-000

BUILDING SEPARATION

RGB

000-000-000

1 HR FIRE/SMOKE BARRIER (NCBC SECTION 407.5/709)

RGB

165-145-082

1 HR FIRE PARTITION (NCBC SECTION 708)

RGB

000-255-255

SMOKE TIGHT PARTITION (CORRIDOR) (NCBC SECTION 407.3/710)

RGB

000-255-000

SUITE PERIMETER WALLS (NCBC SECTION 407.4.4.2)

(BUILT AS 407.3/710 SMOKE TIGHT CORRIDOR)RGB

255-127-000

EXIT

NOT INCLUDED IN SOC

CHUTES/ACCESS/DISCHARGE

HAZARDOUS AREA (NFPA 101 18.3.2.1)

SLEEPING SUITE

NON-SLEEPING SUITE

NON-PATIENT SUITE

2 HR FLOOR/CEILING ABOVE

1 HR FLOOR/CEILING ABOVE

NOTE:

1. THIS SHEET VOID UNLESS PRINTED IN COLOR.

2. THIS SHEET HAS BEEN CREATED FROM THE OWNERS

BARRIER MANAGEMENT PLANS AND HAS BEEN MODIFIED ONLY

FOR THE SCOPE OF THIS PROJECT. ALL DIFFERENCES FOR

AREAS NIC SHALL BE REPORTED TO THE ARCHITECT AND

OWNER.

EXIT PATH

FIRE WALL - A FIRE RESISTANCE-RATED WALL HAVING PROTECTED OPENINGS, WHICH

RESTRICTS THE SPREAD OF FIRE AND EXTENDS CONTINUOUSLY FROM THE

FOUNDATION TO OR THROUGH THE ROOF, WITH SUFFICIENT STRUCTURAL

STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON

EITHER SIDE WITHOUT COLLAPSE OF THE WALL.

FIRE BARRIER - A FIRE RESISTANCE RATED WALL ASSEMBLY OF MATERIALS DESIGNED

TO RESTRICT THE SPREAD OF FIRE IN WHICH CONTINUITY IS

MAINTAINED.

FIRE PARTITION - A VERTICAL ASSEMBLY OF MATERIALS DESIGNED TO

RESTRICT THE SPREAD OF FIRE IN WHICH OPENINGS ARE

PROTECTED.

2HRS

1HR

2HR

3HR/4HR

BLDG

1HRS

1HR ATRIUM

SMOKE

SUITE

CODE

TEMPORARY PARTITION

PROJECT AREA

SQ FT 650

MAX TRAVEL DISTANCE

60' - 8"

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

LIFE SAFETY PLAN - LEVEL 01

A011

MDISEC

53-23171-00

2018 LIFE SAFETY LEGEND

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

LEVEL 02 - LIFE SAFETY PLAN - NEW

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS,

MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS,

MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE

THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE

DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING

FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING,

DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO

MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS

REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.

M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE

WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH

NEW OR EXISTING ADJACENT SURFACES.

N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR

FURTHER SEQUENCING AND SCOPE OF WORK.

O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF

INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS

DIRECTED BY GEOTECHNICAL ENGINEER.

P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

R. CONTRACTOR TO REMOVE EXISTING FURNITURE AND

EQUIPMENT AND STORE AS DIRECTED BY COR.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

COORD. OFFICE

212A

CORRIDOR

VIST. COORD.

OFFICE

DOCTOR

OFFICE

EXAM ROOM

206MENS TLT

CORRIDOR

STAIR

IV STORAGE

IV ROOM

JAN.

CLOSET

209A

DOCTOR

OFFICE

D-4

D-2

D-2

D-2

D-4

D-4

D-4

D-1

D-1 D-3

D -5D-6

COORD. OFFICE

212A

CORRIDOR

VIST. COORD.

OFFICE

DOCTOR

OFFICE

EXAM ROOM

206MENS TLT

CORRIDOR

STAIR

DOCTOR

OFFICE

V

IF

" 2"

JAN.

CLOSET

209A

ANTE

ROOM - ISO

CLASS 8

IV ROOM -

ISO CLASS

LINE OF

DEMARCATION

VIF

+/- 1' - 0"

PREFABRICATED

PANEL SYSTEM

1 1

/2

10' - 4"

/8

SX. 4. 20

211X 211Y

X

3' - 5 1/2"

4' - 4"

GENERAL ARCHITECTURAL NOTES

1. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS

THUS: SEE SHEET A102 FOR TYPES. ALL INTERIOR

PARTITIONS ARE TYPE SX.4.20 UNLESS NOTED OTHERWISE.

2. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR

METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE

PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.

TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-

MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR

STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED

ITEMS.

XX. X. XX

DEMOLITION KEYED NOTES

THE CONTRACTOR SHALL:

1. REMOVE EXISTING PREFABRICATED CLEAN ROOM IN ITS

ENTIRETY.

2. REMOVE EXISTING RADIATORS. PTM WALL CONSTRUCTION.

3. REMOVE EXISTING FLOORING.

4. REMOVE EXISTING DOOR & FRAME.

5. REMOVE PORTION OF EXISTING WALL AS REQUIRED TO

ACCOMODATE NEW DOOR.

6. REMOVE EXISTING PLUMBING FIXTURE FOR STORAGE AND

REINSTALLATION.

D-#

KEYED NOTES

THE CONTRACTOR SHALL:

1. PATCH TO MATCH WALL AND FLOORING AS REQUIRED.

2. PATCH TO MATCH EXISTING FINISHES AS REQUIRED TO INSTALL

NEW UTILITIES. PAINT WALL TO MATCH EXISTING. PROVIDE NEW

BASE TO MATCH EXISTING.

3. PREPARE SLAB TO RECIEVE NEW WSV FLOORING. SEE SPECS.

GYPSUM WALL BOARD

METAL FRAMING

SOUND ATTENUATION

BLANKET INSULATION

WHERE OCCURS BY

UNIQUE CONDITION

CHARACTER

T H

K

R O

U G

H

MATERIAL DESCRIPTION

S = STEEL (METAL STUDS)

W = WOOD STUDS

H = SHAFT WALLS

M = MASONRY

C = CONCRETE

RATING / HEIGHT

A = FULL HEIGHT / UNDERSIDE OF STRUCT (NOT RATED)

B = 6" ABOVE CEILING (NOT RATED)

C = UNDERSIDE OF CEILING (NOT RATED)

D = PARTIAL HEIGHT (NOT RATED)

X = VARIABLE HEIGHT (NOT RATED)

S = SMOKE PARTITON (NOT RATED)

0 = 0 HOUR RATED (CORRIDOR)

5 = 0.5 HOUR RATED

1 = 1 HOUR RATED

2 = 2 HOUR RATED

3 = 3 HOUR RATED

4 = 4 HOUR RATED

UNIT WIDTH / CONFIGURATION

F = FURRING STRIPS / CHANNELS

1 = 1 5/8" METAL

2 = 2 1/2" METAL / 1 1/2" WOOD

3 = 3 5/8" METAL

4 = 4" METAL / 3 1/2 WOOD / 3 5/8" CMU

6 = 6" METAL / 5 1/2" WOOD / 5 5/8" CMU / 6" CONC

8 = 8" METAL / 7 1/4" WOOD / 7 5/8" CMU / 8" CONC

10 = 10" CONC

12 = 11 5/8" CMU / 12" CONC

X = NON-STANDARD WIDTH, SEE DETAILS

D = DOUBLE STUD FRAMING

S = STAGGERED STUD FRAMING

GYPSUM WALLBOARD INDICATOR

(NOT INCLUDING SHAFT LINER)

0 = NO GWB

1 = ONE LAYER, TAG SIDE

2 = ONE LAYER, EACH SIDE

3 = TWO LAYERS TAG SIDE, ONE LAYER OTHER

4 = TWO LAYERS, EACH SIDE

5 = TWO LAYERS TAG SIDE, NO GWB OTHER

6 = THREE LAYERS, EACH SIDE

SA.3.10

MATERIAL

RATING / HEIGHT

UNIT WIDTH

GWB INDICATOR

UNIQUE CONDITION

WALL TYPE TAG

PARTITION TYPES

DESCRIPTIONS

DOOR AND FRAME SCHEDULE

GENERAL NOTES

A. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE FILLED WITH

INSULATION.

B. ALL INTERIOR HOLLOW METAL FRAMES SET IN MASONRY AND

CONCRETE WALLS SHALL BE GROUTED SOLID.

C. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS

SHALL BE FILLED WITH MINERAL WOOL BLANKET INSULATION.

D. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM

AND SEALANT AROUND PERIMETER OF FRAME.

E. MASONRY LINTELS AND STEEL LINTELS ARE SHOWN ON

STRUCTURAL DRAWINGS.

F. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR

GLAZING COLUMN OF THE DOOR AND FRAME SCHEDULE.

GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME

ELEVATIONS.

G. FOR COILING DOORS, GRILLES AND SECTIONAL DOORS, WIDTH

AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME

SCHEDULE REPRESENT FINISHED OPENING SIZE.

CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH

MANUFACTURER.

H. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF

ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR

SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF

HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY

HARDWARE AND DEVICES.

I. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND

CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION

ALLOWANCE.

J. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE

SETS NOTED IN DOOR AND FRAME SCHEDULE.

EQ EQ

/8

1/2" 1/2"

H1

MTL STUDS

AT 16" OC

GYPSUM BOARD

CAULK

HM FRAME

VIF

MATCH EXISTING

EQ EQ

/8

1/2" 1/2"

J1

VIF

MATCH EXISTING

MTL STUDS

AT 16" OC

GYPSUM BOARD

CAULK

HM FRAME

DG DUAL LITE GLASS

F FLUSH PANEL

FG FULL LITE GLASS

FL FULL LOUVERED

G HALF LITE GLASS

GL HALF LITE GLASS & LOUVERED

L LOUVERED (BOTTOM)

LL LOUVERED (TOP & BOTTOM)

N NARROW LITE GLASS

NL NARROW LITE GLASS & LOUVERED

TL LOUVERED (TOP)

V VISION LITE GLASS (10" SQUARE)

VL VISION LITE GLASS & LOUVERED

DOOR PANEL TYPE DESCRIPTIONS

G

HALF LIGHT

S E

E S

C H

E D

U L

E

SCHEDULE

SEE

2"

2"

SCHEDULE

SEE

S E

E S

C H

E D

U L

E

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

LEVEL 02 - DEMOLITION & NEW FLOOR PLAN

A102

MDISEC

53-23171-00

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

DEMOLITION FLOOR PLAN - LEVEL 02

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

NEW FLOOR PLAN - LEVEL 02

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

Wall Type SX.4.20

S_-_-2_ NON-RATED STUD PARTITION

MARK

ROUGH

THICKNESS

FIRE/SMOKE SOUND

T.O. WALL

DETAIL

B.O. WALL

DETAIL COMMENTSRATING TESTED ASSEMBLIES

STC

RATING TESTED ASSEMBLIES

SX 4 20 6" NR

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

DOOR HEAD AND JAMB TYPES

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

DOOR PANEL TYPES

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

INTERIOR FRAME TYPES

DOOR AND FRAME SCHEDULE

NUMBER

PANEL FRAME

FIRE

RATING HARDWARE SET

DETAILS

COMMENTS

NO. OF

PANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE MATERIAL TYPE HEAD JAMB

210X Doors to be provided with panel system. Hand wave activation. Interlocking.

211X Doors to be provided with panel system. Hand wave activation. Interlocking.

211Y

GLAZING TYPE DESCRIPTIONS

CG CLEAR FLOAT GLASS

CIG CLEAR INSULATING GLASS

CTG CLEAR TEMPERED FLOAT GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

GL GLASS

IIP INSULATED INFILL PANEL GLASS

LG LAMINATED GLASS

PG PATTERN GLASS

PIG PATTERN INSULATING GLASS

SG SPANDREL GLASS

TFG TINTED FLOAT GLASS

TG TEMPERED GLASS

TIG TINTED INSULATING GLASS

TTG TINTED TEMPERED FLOAT GLASS

TTIG TINTED TEMPERED INSULATING GLASS

WG POLISHED WIRE GLASS

1 3' - 6"

7' - 0"

7' - 0"

7' - 0"

2"

2"

2"

G

G

G HM

NR

NR

NR

ALUM

ALUM

WOOD

3' - 6"

3' - 6"

HW-SH-3

ALUM

ALUM BY VENDOR

BY VENDOR

H1 J1

BY VENDOR

BY VENDOR

BY VENDOR

BY VENDOR

Card Reader

E5

E8

E3

E2

E1

E1E1

E4E6

E7

IV ROOM -

ISO CLASS

ANTE

ROOM - ISO

CLASS 8

JAN.

CLOSET

209A

DOCTOR

OFFICE

COORD. OFFICE

212A

CORRIDOR

VIST. COORD.

OFFICE

DOCTOR

OFFICE

EXAM ROOM

206MENS TLT

CORRIDOR

STAIR

A1035

CONTRACTOR TO REMOVE

EXISTING FURNITURE AND

EQUIPMENT AND STORE AS

DIRECTED BY COR.

Level 02 14' - 0"

Level 03 28' - 0"

REMOVE AND DEMOLISH LOUVERED

ATTIC VENT FOR EQUIPMENT

INSTALLATION. DEMOLISH EXTERIOR

WALL TO ACCOMODATE NEW 3'-6" X

3'-6" LOUVERED ATTIC VENT. PATCH

WALL AS REQUIRED. MATCH

EXISTING CONSTRUCTION. SEE A002

FOR LOOSE LINTEL SIZING.

EQ EQ

5' - 5"

E Q

E Q

Level 02 14' - 0"

Level 03 28' - 0"

REMOVE LOUVERED ATTIC VENT

FOR EQUIPMENT INSTALLATION.

DEMOLISH EXTERIOR WALL TO

ACCOMODATE NEW 3'-6" X 3'-6"

LOUVERED ATTIC VENT. PATCH

WALL AS REQUIRED. MATCH

EXISTING CONSTRUCTION. SEE A002

FOR LOOSE LINTEL SIZING.

EQ EQ

3' - 6"

A103

" E

Q E

Q

PTM BRICK

PTM EXISTING WALL

CONSTRUCTION. ENSURE

NEW VAPOR BARRIER

OVERLAPS EXISTING 0'-8".

LOOSE LINTEL STEEL ANGLE

(SEE A002 FOR SIZING)

FACE TRIM

LOUVER BOX

BRACE WHEN NEEDED

GALV. BIRD SCREEN

SEALANT OV/BACKER

ROD - TYP. ALL AROUND

PTD. MTL. FLASHING

S E

E E

L E

V A

T

IO

N

4' - 6"

A103

Sim

2 1/2" DUAL SIDED

PLASTIC GROMMET ONE

IN EACH COUNTER

SUPPORT

1' - 11 15/16" U.N.O

1" R.

/2

/2

S E

E E

L E

V A

T

IO

N

1" R.

1'-2" R.

UNDER COUNTER SUPPORTS

SEE ELEVATION FOR

LOCATION

2" DIAMETER GROMMET

AT ALL LOCATIONS WITH

WORKSTATIONS

3/4" PLYWOOD REQUIRED

UNDER COUNTERTOP AT

ALL OVERHANGS AND

KNEE SPACES

BACKSPLASH

SEE INTERIOR FINISH

SCHEDULE FOR

COUNTERTOP MATERIAL

SIDESPLASH

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

LEVEL 02 - NEW EQUIPMENT PLAN

A103

MDISEC

53-23171-00

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

NEW EQUIPMENT PLAN - LEVEL 02

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

EQUIPMENT ENTRANCE ELEVATION - DEMOLITION

EQUIPMENT SCHEDULE

OWNER EQ.

NO. EQUIPMENT NAME MANUFACTURER MODEL PROVIDED BY INSTALLED BY FIXED

POWER

DATA PLUMB COMMENTS (W x D x H)NORMAL EMERGENCY

E1 Stool TBD TBD OWNER OWNER No No No No No

E2 Storage, Metal Shelving TBD TBD OWNER OWNER No No No No No

E3 Through Wall Pass Thru W/ Hepa Filtration Terra Universal 2634-80A CONTRACTOR CONTRACTOR Yes No No No No 18" x 18" x 18"

E4 Pharmaceutical Hood TBD TBD OWNER VENDOR Yes Yes No No No

E5 Bin, Waste TBD TBD OWNER OWNER No No No No No

E6 Table, 2X4 TBD TBD OWNER OWNER No No No No No

E7 Table, 2X3 TBD TBD OWNER OWNER No No No No No

E8 Glove Box Holder - Triple TBD TBD OWNER OWNER No No No No No

E9 Access Panel, Ceiling Acudor AD WT CONTRACTOR CONTRACTOR Yes No No No No 24 X 24, Stainless Steel.

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

EQUIPMENT ENTRANCE ELEVATION - NEW

SCALE: 1 1/2" = 1'-0"A103

4 EXTERIOR WALL SECTION @ LOUVERED ATTIC VENT

SCALE: 3/8" = 1'-0"A103

5 IV ROOM PASS THROUGH WORK COUNTER

SCALE: 1" = 1'-0"A103

6 COUNTERTOP WITH SUPPORT

DEMOLITION GENERAL NOTES

THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE

ARCHITECT AND OWNER’S REPRESENTATIVE. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER’S

OPERATIONS. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-

APPROVED AND COORDINATED WITH THE OWNER’S

REPRESENTATIVE. IN ALL CASES, PROVISIONS SHALL BE MADE

FOR USER’S SAFETY.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE

OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN

THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE

TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE

GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER

AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE

LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL

TIMES.

E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS,

MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS,

MARKERBOARDS, AND OTHER ITEMS, AS REQUIRED TO EXECUTE

THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE

DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY

MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS

AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS

CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT

OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH

AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED

OTHERWISE OR AS AUTHORIZED BY ARCHITECT.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,

COMMUNICATION AND DATA CABLES TO PREVENT

INTERRUPTION OF THEIR SERVICE.

L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING

FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING,

DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO

MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS

REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.

M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE

WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH

NEW OR EXISTING ADJACENT SURFACES.

N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR

FURTHER SEQUENCING AND SCOPE OF WORK.

O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF

INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS

DIRECTED BY GEOTECHNICAL ENGINEER.

P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE

ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING

CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR

CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,

PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY

SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"

BEYOND DEMOLITION.

R. CONTRACTOR TO REMOVE EXISTING FURNITURE AND

EQUIPMENT AND STORE AS DIRECTED BY COR.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

COORD. OFFICE

212A

CORRIDOR

VIST. COORD.

OFFICE

DOCTOR

OFFICE

EXAM ROOM

206MENS TLT

CORRIDOR

STAIR

ANTE ROOM

IV ROOM

JAN.

CLOSET

209A

DOCTOR

OFFICE

CD-1

CD-2

CD-1

CD-1

CD-3

CD-3

CD-3

GENERAL ARCHITECTURAL NOTES

1. PARTITION TYPES SHALL BE DESIGNATED ON FLOOR PLANS

THUS: SEE SHEET A102 FOR TYPES. ALL INTERIOR

PARTITIONS ARE TYPE SX.4.20 UNLESS NOTED OTHERWISE.

2. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR

METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE

PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.

TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-

MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR

STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED

ITEMS.

XX. X. XX

COORD. OFFICE

212A

CORRIDOR

VIST. COORD.

OFFICE

DOCTOR

OFFICE

EXAM ROOM

206MENS TLT

CORRIDOR

STAIR

DOCTOR

OFFICE

JAN.

CLOSET

209A

ANTE

ROOM - ISO

CLASS 8

IV ROOM -

ISO CLASS

GWB

9' - 0"

GWB

9' - 0"

APC-1

8' - 0"

GWB

8' - 0"

E9

E9

DEMOLITION RCP KEYED NOTES

THE CONTRACTOR SHALL:

1. REMOVE EXISTING CEILING IN ITS ENTIRETY.

2. REMOVE PORTION OF EXISTING CEILING AS REQUIRED TO INSTALL

NEW UTILITIES. SEE ENGINEERING DRAWINGS. PATCH TO MATCH

EXISTING FINISHES.

3. CONTRACTOR SHALL DEMOLISH THE DRYWALL CEILING AND WIRE

MESH ABOVE THE DROP CEILING IN ROOM 210 AND 211. FOLLOWING

DEMOLITION, THE CONTRACTOR WILL COORDINATE WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE TO DETERMINE IF

THERE AR EANY OBSTRUCTRIONS, SUCH AS EXISTING PIPING OR

DUCTWORK, THAT MAY INTERFERE WITH FUTURE OPERATIONS OF

THE CLEAN ROOM PRIOR TO REPLACEMENT OF CEILING.

CD-#

NEW RCP KEYED NOTES

THE CONTRACTOR SHALL:

1. ADD NEW DROPPED CEILING TO NEAREST WHOLE TILE. MINIMUM

AREA NEEDED IS 4'-0" X 10'-0". LOCATION TO BE COORDINATED WITH

MECHANICAL WORK. SEE ENGINEERING SHEETS.

2. PATCH TO MATCH EXISTING FINISHES AS REQUIRED TO INSTALL

NEW UTILITIES.

3. CEILING ETR. PATCH TO MATCH AS REQUIRED.

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

LEVEL 02 -DEMOLITION & NEW REFLECTED

CEILING PLAN

A112

MDISEC

53-23171-00

SCALE: 1/4" = 1'-0"A112

D1 DEMOLITION REFLECTED CEILING PLAN - LEVEL 02

SCALE: 1/4" = 1'-0"A112

D6 NEW REFLECTED CEILING PLAN - LEVEL 02

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

APPENDIX B

A001

MDISEC

53-23171-00

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

Owner/Authorized Agent: Phone #: E-mail:

Owned By:

Code Enforcement Jurisdiction:

City/County

City

State

County

Private

State

CONTACT:

DESIGNER

Architectural

FIRM NAME LICENSE # TELEPHONE # E-MAIL

Civil

Electrical

Fire Alarm

Plumbing

Mechanical

Sprinkler-Standpipe

Structural

Retaining Walls > 5' High

Other

BASIC BUILDING DATA

NoSprinklers: Partial NFPA 13 NFPA 13R NFPA 13D

Standpipes: Class:

Fire District: Flood Hazard Area: No Yes

Gross Building Area:

Accessory

Occupancies:

Special Uses: 402 403 404 405 406 407 408 409 410 411 412

416 417 418 419 420 421 422 423

Special Provisions: 510.2 510.3 510.4 510.5 510.6 510.7 510.8

Mixed Occupancy/Use: No Yes Separation: Hr. Exception:

Non-Separated Use (508.3) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.

Separated Use (508.4) - See below for area calculations For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

Actual Area of Occupancy A + Actual Area of Occupancy B Allowable Area of Occupancy A Allowable Area of Occupancy B

< 1

< 1.00

1Frontage area increases from Section 506.3 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)

b. Total Building Perimeter = _________ (P)

c. Ratio (F/P) = ___________ (F/P)

d. W = Minimum width of public way = _________ (W)

e. Percent of frontage increase If = [ F/P - 0.25] x W/30 = _______

2Unlimited area applicable under conditions of Section 507.

3Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2) 4The maximum area of open parking garages must comply with Table 406.5.4. The maximum area of air traffic control towers must comply with Table 412.3.1.

5Frontage increase is based on the unsprinklered area value in Table 506.2.

ALLOWABLE HEIGHT

LIFE SAFETY SYSTEM REQUIREMENTS

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

STORY

NO.

DESCRIPTION AND

USE

(A)

BLDG AREA PER

STORY (ACTUAL)

(B)

TABLE 506.24

AREA

(C)

AREA FOR FRONTAGE

INCREASE1,5

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED2,3

ALLOWABLE SHOWN ON PLANS CODE REFERENCE1

Building Height in Feet (Table 504.3) 2

Building Height in Stories (Table 504.4) 3

ACCESSIBLE PARKING

(SECTION 1106)

LOT OR

PARKING AREA

TOTAL # OF PARKING SPACES

REQUIRED

# OF ACCESSIBLE SPACES PROVIDED

VAN SPACES WITH

TOTAL #

ACCESSIBLE

PROVIDEDPROVIDED REGULAR WITH

5' ACCESS AISLE

TOTAL

SPECIAL APPROVALS

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below)

ENERGY SUMMARY

ENERGY REQUIREMENTS:

The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided.

Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the proposed design.

THERMAL ENVELOPE (Prescriptive method only)

Method of Compliance:

Performance

Roof/ceiling Assembly (each assembly)

Description of assembly

U-Value of total assembly

R-Value of insulation

Skylights in each assembly

U-Value of skylight total square footage of skylights in each assembly

Exterior Walls (each assembly)

Description of assembly

U-Value of total assembly

R-Value of insulation

Openings (windows or doors with glazing)

U-Value of assembly

Solar heat gain coefficient projection factor

Door R-Values

Walls below grade (each assembly)

Description of assembly

U-Value of total assembly

R-Value of insulation

Floors over unconditioned space (each assembly)

Description of assembly

U-Value of total assembly

R-Value of insulation

Floors slab on grade

Description of assembly

U-Value of total assembly

R-Value of insulation

Horizontal/vertical requirement slab heated

2018 NC BUILDING CODE:

New Construction

Addition

1st Time Interior Completion

Renovation

424 425 426 427

Incidental Uses (Table 509):

Furnace room where any piece of equipment is over 400,000 Btu per hour input

Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower

Refrigerant machine room

Hydrogen cutoff rooms, not classified as Group H

Incinerator rooms

Paint shops, not classified as Group H, located in occupancies other than Group F

Laboratories and vocational shops, not classified as Group H. located in a Group E or I-2 occupancy

Laundry rooms over 100 square feet

Group I-3 cells equipped with padded surfaces

Group I-2 waste and linen collection rooms

Waste and linen collection rooms over 100 square feet

Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or a lithiumion capacity of 1,000 pounds used for facility standby power, emergency power or uninterrupted power supplies

Rooms containing fire pumps Rooms containing Life-Safety generator Rooms containing primary transformers

Group I-2 storage rooms over 100 square feet

Group I-2 commercial kitchens

Group I-2 laundries equal to or less than 100 square feet

Group I-2 rooms or spaces that contain fuel-fired heating equipment

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on the site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)

Occupant loads for each area

Exit Sign Locations (1013)

Exit access travel distances (1017)

Common path of travel distances (1006.2.1 & 1006.3(1))

Dead end lengths (1018.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #

OCCUPANCY

Primary

Occupancy:

Assembly (303) A-1 A-2 A-3 A-4 A-5

Business (304)

Factory (306) F-1 Moderate F-2 Low

Hazardous (307) H-2 Deflagrate H-3 Combust H-5 HPMH-1 Detonate H-4 Health

Institutional (308) 1 2I-1

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High Piled

Parking Garage Open Enclosed Repair Garage

Educational (305)

Mercantile (309)

Residential (310)

Storage (311)

Utility and Miscellaneous (312)

(< 10%)

ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS

(SECTION 1107)

Climate Zone: 3A 4A 5A

Energy Code

510.9

Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

Phased Construction - Shell/Core - Contact the local inspection jurisdiction for possible additional procedures and requirements

2018 NC EXISTING BUILDING CODE:

N/A

Prescriptive Chapter 14

Repair Alteration Level I

Alteration Level II

Alteration Level III

Historic Property

Change of Use

CONSTRUCTED:

RENOVATED:

CURRENT OCCUPANCY(S) (Ch.3):

PROPOSED OCCUPANCY(S) (Ch. 3):

Special Inspections Required:

ALLOWABLE AREA

428 429

1Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.

2The maximum height of air traffic control towers must comply with Table 412.3.1.

3The maximum height of open parking garages must comply with Table 406.5.4.

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL

ACCESSIBLE UNITS

PROVIDED

132" ACCESS

AISLE

8' ACCESS

AISLE

PLUMBING FIXTURE REQUIREMENTS

(TABLE 2902.1)

USE WATERCLOSETS URINALS

MALE FEMALE

LAVATORIES SHOWERS/

TUBS

DRINKING FOUNTAINS

NEW

ETR

RQD

SPACE

UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE

Existing building envelope complies with code: Yes (The remainder of this section is not applicable) No

Exempt Building: Yes No Provide code or statutory reference:

(If "Other" specify source here)

("Other" should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

No Yes

RISK CATEGORY (Table 1604.5):

Current: Proposed:N/A I II III IV N/A I II III IV

I-2

I-3

I-4

Condtion

1 2Condtion

1 2Condtion 3 4 5

Assembly (303) A-1 A-2 A-3 A-4 A-5

Business (304)

Factory (306) F-1 Moderate F-2 Low

Hazardous (307) H-2 Deflagrate H-3 Combust H-5 HPMH-1 Detonate H-4 Health

Institutional (308) 1 2I-1

R-1 R-2 R-3 R-4

S-1 Moderate S-2 Low High Piled

Parking Garage Open Enclosed Repair Garage

Educational (305)

Mercantile (309)

Residential (310)

Storage (311)

Utility and Miscellaneous (312)

I-2

I-3

I-4

Condtion

1 2Condtion

1 2Condtion 3 4 5

I-B II-B

I-A II-AConstruction Type:

(check all that apply) III-B

III-A IV

V-B

V-A

Yes

No Yes

No Yes

I II III Wet Dry

(Contact the local inspection jurisdiction for additional procedures and requirements)

No Yes

No Yes

No Yes

No Yes

No Yes

Partial

ASHRAE 90.1 Prescriptive

Performance Prescriptive

Name of Project: COATESVILLE VA IV CLEAN ROOM REPLACEMENT

Address: 1400 BLACKHORSE HILL RD, COATESVILLE, PA

DLR Group | WMBA Sara Cheikelard 14194 980-321-0047

N/A N/A N/A N/A

LRS FEDERAL Jay Malhotra 713-962-5555

N/A N/A N/A N/A

LRS FEDERAL William Wood 703-568-7630

LRS FEDERAL William Wood 703-568-7630

N/A N/A N/A N/A

N/A N/A N/A N/A

Sara Cheikelard

KEVIN URBINE

scheikelard@dlrgroup.com

N/A jmalhotra@lrsfederal.com

N/A wwood@lrsfederal.com wwood@lrsfederal.com

N/A

N/A

FLOOR EXISTING (SQ FT) RENOVATED (SQ FT) NEW (SQ FT)

SUB TOTAL (SQ FT)

(EXISTING AND NEW ONLY)

Level 03 631 SF 631 SF 0 SF 631 SF

Level 02 17361 SF 735 SF 0 SF 17361 SF

Grand total 17992 SF 1366 SF 0 SF 17992 SF

EXISTING TO REMAIN UNCHANGED

EXISTING TO REMAIN UNCHANGED

EXISTING TO REMAIN UNCHANGED

EXISTING TO REMAIN UNCHANGED

EXISTING TO REMAIN UNCHANGED

EXISTING TO REMAIN UNCHANGED

N/A N/A N/A N/A N/A

N/A N/A N/A N/A N/A

A011

610-384-7711 ext. 3505 Kevin.Urbine@va.gov

N/A

N/A - NFPA 101

EXISTING TO REMAIN UNCHANGED

N/A

1/2" MIN. GYPSUM

WALLBOARD

2 1/2" MIN. STUD

OR RUNNER

RETAINING ANGLE

DAMPER SLEEVE

M

IN

HEADER

J A

M B

J A

M B

J A

M B

D U

C T

J A

M B

J A

M B

D O

O R

J A

M B

J A

M B

HEADER

DOOR

SILL

WINDOW SIDELIGHT/KNEEWALL

FOR HEADER

AND JAMBS

HEADER

FOR SILL AND

JAMB POST

SILL

DUCT

SILL

HEADER

DUCT SILL

FOR DUCT

HEADER JAMB

AND SILL

DUCT HEADER

HEADER

FOR HEADER

AND JAMBS

FOR DOOR JAMB

DUCT ABOVE DOOR

J A

M B

J A

M B

P O

S T

JAMBSHEADERS

(W<6'-0")

STUDS (2)

TRACK, 22 GA MINTRACK,

22 GA MIN

BOX

HEADER,

22 GA MIN

JAMB @ DUCT

PENETRATION

HEADER

(W>6'-0")

M A

X

M

IN 2

" 3

/2

/1

/2

A D

A A

C C

E S

S

IB

L E

S H

O W

E R

S E

A T

B A

B Y

C H

A N

G

IN

G S

T A

T

IO

N

S A

N

IT

A R

Y N

A P

K

IN

D

IS

P O

S A

L

N U

R S

E C

A L L P

U L L A

T

S H

O W

E R

S O

A P

D

IS

H

W A

T E

R F

O U

N T

A

IN

L A

V A

T O

R Y

S

H E

L F

O U

T L E

T F

O R

M T

D T

.V

(D U

P L E

X

A N

T E

N N

A

C L O

T H

E S

/R O

B E

H O

O K

S H

O W

E R

R O

D

M E

D G

A S

O U

T L E

T

S T

A N

D A

R D

U R

IN

A

L H

E

IG

H T

A D

A U

R

IN

A L H

E

IG

H T

M A

X

M A

X

N O

T E

S

H O

W N

S

ID

E B

Y S

ID

E

IN

P L A

N V

IE

W

F O

R C

L A

R

IT

Y

F

IR

E E

X T

IN

G

U

IS

H E

R

C

B

IN

E T

H A

N D

S A

N

IT

IZ

E

R

M A

X

/2

N

U R

S E

C A

L L P

U L L

O

IL

E

T

M A

X

/1

S H

A R

P S

18" MIN.

12" MIN.

WHEN DOOR IS LOCATED AGAINST AN

OBSTRUCTION INCLUDING BUT NOT LIMITED TO

A PARTITION OR OTHER OBSTRUCTION THE MIN.

CLEARANCES SHOWN MUST BE OBSERVED.

DOOR AS

SCHEDULED

PARTITION AS

SCHEDULED

H.M. DOOR FRAME

JAMB ANCHOR

MTL. STUD

SHEET MTL

STRAP TO

DOUBLE STUD

DOOR JAMBS.

(TYP)

6"AS SCHED.

HIGHER

PRIORITY

LOWER PRIORITY

THREE AND FOUR HOUR FIRE

TWO HOUR FIRE WALL

TWO HOUR SHAFTWALL

TWO HOUR SMOKE BARRIER

TWO HOUR FIRE BARRIER

ONE HOUR SHAFTWALL

ONE HOUR SMOKE BARRIER

ONE HOUR FIRE PARTITION

ONE HOUR FIRE BARRIER

SMOKE TIGHT PARTITION

NON RATED

PRIORITY 1 (HIGHEST)

PRIORITY 2

PRIORITY 3

PRIORITY 4A

PRIORITY 4B

PRIORITY 5

PRIORITY 6A

PRIORITY 6B

PRIORITY 6C

PRIORITY 7

PRIORITY 8

m in

22"min.

m in m in

24"min.

24" min.

m in m in

24" min m in

12 min.*

22" min.

42" min. 5 m in m in

36" min.

m in

12" min 18" min.

m in

(a)Front Approach (b)Pocket or Hinge Approach (c)Stop or Latch Approach

(g)Latch Approach,Push Side

48" min.

if closer is provided

(f)Latch Approach,Pull Side

*54" min. if closer is provided

(e)Hinge Approach,Push Side

(d)Hinge Approach,Pull Side(c)Hinge Approach,Pull Side

* If both closer and latch are provided

** 48" min if both closer and latch provided

(b)Front Approach,Push Side(a)Front Approach,Pull Side

*If both closer and latch are provided.

M A

X

ADA OBSTRUCTED HIGH FORWARD REACH

FIG. 308.2.2 (ICC A117.1-2009)

20" MAX

M A

X

> 20" - 25"

M A

X

MAX

10"

ADA OBSTRUCTED HIGH SIDE REACH

FIG. 308.3.2 (ICC A117.1-2009)

M A

X 4

M A

X

>10" - 24"

M A

X

M

IN

M A

X

MAX

10"

ADA UNOBSTRUCTED SIDE REACH

FIG. 308.3.1 (ICC A117.1-2009)

M

IN

M A

X

ADA UNOBSTRUCTED FORWARD REACH

FIG. 308.2.1 (ICC A117.1-2009)

Product

WL-0010CAJ-0061CAJ-0061PillowsBlank Openings CAJ-0014CAJ-0014SSS100Blank Openings

FFD-1008ES100Floor to Floor Joint CWS-2003AS200Perimeter Joint, Spandrel Glass, Vision Glass

CWS-1002AS200

WWD-0004ES100Wall to Wall Joint

HWD-0153ES100

HWD-0099HWD-0140AS200

HWD-0043HWD-0086AS200Walls to Fluted Metal Deck HWD-0034HWD-0039ES100Walls to Fluted Metal Deck HWD-0044HWD-1005AS200Walls to Flat Concrete Deck HWD-0079HWD-1006ES100Walls to Flat Concrete Deck GWB WallsCMU WallsARCHITECTURAL WL-7028WJ-7011SSS/SSWNoNon-Dampered Insulated duct WL-7026WJ-7005SSS100NoNon-Dampered Spiral duct WL-7033WJ-7013SSS100NoNon-Dampered Flat oval duct WL-7025WJ-7007SSS100NoNon-Dampered Rectangular duct

GWB WallsCMU WallsConcrete SlabsInsulatedSleevedHVAC Penetrations CAJ-8093 CAJ-8093PillowsNoMultiple Innerduct/Tray/Cables/Pipe

WL-3136WJ-3047Putty/SSSYesSplit Sleeve WL-2178WJ-2054PillowsYesMultiple Inneduct WL-2093CAJ-2140CAJ-2140SSS100optionalInnerduct WL-4008CAJ-4029CAJ-4029PillowsNoOpen ladder cable tray WL-4029WJ-4021PillowsNoCenter hung cable tray WL-3024CAJ-3128CAJ-3128SSS/PuttyNoCable WL-3084PillowsNoCable Bundle (Gypsum Only)

CAJ-3154, WJ-3043CAJ-3154Putty/SSS100YesCable Bundle GWB WallsCMU WallsConcrete SlabsProductSleevedHIGH-TRAFFIC PENETRATIONS WL-6005CAJ-6019CAJ-6019PillowsNoBus Ducts WL-8003CAJ-8053CAJ-8053SSS100NoMultiple Metallic

CAJ-8093CAJ-8093PillowsNoMultiple Mixed Conduits and Tubing WL-1168SSS100NoMultiple Metallic (Gypsum Only)

GWB WallsCMU WallsConcrete SlabsInsulatedSleevedMECHANICAL PENETRATIONS WL-1049CAJ-1079CAJ-1079NoNoBare Metallic WL-1079CAJ-1217CAJ-1217NoYesBare Metallic WL-5014CAJ-5087CAJ-5087YesOptionalFiberglass Insulated Pipe WL-5054CAJ-5133CAJ-5133YesNoAB/PVC Foam Insulated Pipe WL-1168NoNoMultiple Metallic (Gypsum Only) WL-1127NoYesMultiple Metallic (Gypsum Only) WL-8003CAJ-8053CAJ-8053OptionalNoMultiple Mixed

CAJ-8093CAJ-8093PillowsNoMultiple Mixed Pipe WL-2114CAJ-2079CAJ-2079NoNoGlass Pipe

WL-1049

WL-1093

WL-2074

GWB Walls

CAJ-1079

CAJ-2125

CMU Walls

CAJ-1079

CAJ-2125

Concrete Slabs

SSS100

SSS100

No Product

No No

No Sleeved

Multiple Metallic (Gypsum Only) Single Conduit

ELECTRICAL PENETRATIONS

All Plastics 1.5"-6""" (Collar Device Only)

GENERAL SYMBOLS

SIM

ROOM NAME

XXX-XX

DETAIL NUMBER

SHEET NUMBER

CROSS REFERENCE

WALL SECTION

SIMILAR OR TYPICAL

REFERENCE

DETAIL REFERENCE

BUILDING SECTION

SHEET NOTE

COLUMN GRID LINE

ROOM NUMBER/NAME

REVISION NUMBER

EARTH

GRAVEL

SAND

CONCRETE

PRECAST CONCRETE

STEEL

STONE

CONCRETE MASONRY UNIT

BRICK VENEER

LEVEL XX

XXX'-XX"

LEVEL ELEVATION

GYM FLOOR

WOOD

(CONTINUOUS BLOCKING)

WOOD

(NON-CONTINUOUS BLOCKING)

WOOD (TRIM/FINISH)

GLASS

SHINGLES

PLYWOOD (LARGE SCALE)

GYPSUM WALL BOARD

BLANKET INSULATION

RIGID INSULATION

SPRAY FOAM INSULATION

MINERAL WOOL INSULATION

PROTECTION BOARD

CARPET (LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

TILE (LARGE SCALE)

REFERENCE KEYNOTE

XX A4.XX BUILDING ELEVATION

A12.X

XX

XX XX

XX

INTERIOR ELEVATION

100'-0"

TYP FF EL=

100'-0"

FINISH FLOOR

ELEVATION

SPOT ELEVATION

X

ROUGH OPENING ANGLE SIZE

5'-0" L4 x 4 x 3/8

NOTES:

1. BEAR 8" EACH END OF OPENING.

2. ROLL ANGLE AT ARCHED OPENINGS.

3. ALL EXTERIOR LINTELS TO BE GALVANIZED.

4. USE ARC LENGTH ON CURVED LINTELS.

5’-1” – 8’-0” L6x4x3/8 (LLV)

8’-1” – 10’-0” L7x4X3/8 (LLV)

10’-1” – 12’-0” L8x4x1/2 (LLV)

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

F ile

P a th

/1

/2

:3

:0

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

Replace IV Clean Room

VA Medical Center, Building 2 Project Director

Revisions: Date: 5/19/2023

FULLY SPRINKLERED

ISSUED FOR BID

565 Benfield Road, Suite 400

1213 West Morehead St. Ste. 210 Charlotte, NC 28208

704.594.5335 www.dlrgroup.com

© DLR Group

PROJECT STANDARDS

A002

MDISEC

53-23171-00

NO SCALEA002

2 TYPICAL FRAMING

SCALE: 3/8" = 1'-0"A002

4 TYPICAL MOUNTING HEIGHTS

SCALE: 3/4" = 1'-0"A002

5 TYPICAL DOOR PLACEMENT

SCALE: 3/4" = 1'-0"A002

6 WALL PRIORITY LEGEND

SCALE: 3/16" = 1'-0"A002

9 DOORWAY AND CLEARANCE REQUIREMENTS

SCALE: 3/8" = 1'-0"A002

10 ADA REACH DIAGRAMS

SCALE: 12" = 1'-0"A002

11 PENTRATION SCHEDULE OF UL's

# NUMBER

& AND

@ AT

ADA AMERICANS WITH DISABILITY ACT

ADDN ADDITION OR ADDITIONAL

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BSMT BASEMENT

CL CENTER LINE

CLG CEILING

CM CENTIMETER

CONC CONCRETE

CONN(S) CONNECTION(S)

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT(OR)

CTR CENTER

D DEPTH

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIV SPECIFICATION DIVISION

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXST EXISTING

EXT EXTERIOR

FIN FINISHED

FL FLOOR

FT FEET

FUT FUTURE

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

H HEIGHT

HORIZ HORIZONTAL

HT HEIGHT

i.e. THAT IS

IBC INTERNATIONAL BUILDING CODE

IN INCH

INT INTERIOR

LB(S) POUND(S)

M METER

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OVHD OVERHEAD

PAR PARALLEL

PENT PENTHOUSE

PLYWD PLYWOOD

QTY QUANTITY

REQ(D) REQUIRE(D)

REV REVISION(S)

RM ROOM

RND ROUND

S SOUTH

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SYM SYMETRICAL

TEMP TEMPORARY

TYP TYPICAL

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

GENERAL ABBREVIATIONS

LOOSE LINTEL SCHEDULE

J

CONDUIT CONCEALED IN OR BELOW FLOOR SLAB

BRANCH CIRCUIT HOMERUN - PANEL & CIRCUIT

NUMBER INDICATED

ELECTRICAL SYMBOLS AND ABBREVIATIONS LEGEND

MOTOR CONNECTION

PANELBOARD ON NORMAL POWER

FUSED DISCONNECT SWITCH

COMBINATION MOTOR STARTER AND DISCONNECT

SWITCH

DISCONNECT SWITCH PROVIDED WITH EQUIPMENT

JUNCTION BOX

EMERGENCY DUPLEX RECEPTACLE, +18"

DUPLEX RECEPTACLE, +18"

DUPLEX RECEPTACLE - MOUNT RECEPTACLE ABOVE

COUNTERTOP. REFER TO ARCHITECTURAL ELEVATIONS

24" X 48" RECESSED LIGHT TROFFER

24" X 48" RECESSED LIGHT TROFFER. SHADE PATTERN

INDICATES CONNECTED TO EMERGENCY CIRCUIT.

EMERGENCY DUPLEX RECEPTACLE - MOUNT

RECEPTACLE ABOVE COUNTERTOP. REFER TO

ARCHITECTURAL ELEVATIONS

SIMPLEX OUTLET. NEMA CONFIGURATION AS NOTED

SPECIAL PURPOSE OUTLET - MOUNT RECEPTACLE

ABOVE COUNTERTOP. REFER TO ARCHITECTURAL

ELEVATIONS. NEMA CONFIGURATION AS NOTED

NON-FUSED DISCONNECT SWITCH

M

R

MANUAL MOTOR STARTER WITH OVERLOADS, TOGGLE

OPERATED

THREE WAY SWITCH

SINGLE POLE SWITCH

3D THREE WAY DIMMER SWITCH

SINGLE POLE SWITCH ON EMERGENCY POWER.

SUBSCRIPT INDICATES DEVICE ON EMERGENCY POWER,

COLOR RED

D SINGLE POLE DIMMER SWITCH

ENCLOSED CIRCUIT BREAKER

MOTOR STARTER

PAD MOUNTED DRY TYPE TRANSFORMER

DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL

OC SINGLE POLE OCCUPANCY SENSORY SWITCH

OCR

SINGLE POLE OCCUPANCY SENSORY SWITCH ON

EMERGENCY POWER. SUBSCRIPT INDICATES DEVICE ON

EMERGENCY POWER, COLOR RED.

24" X 24" RECESSED LIGHT FIXTURE.

24" X 24" RECESSED LIGHT FIXTURE. SHADE PATTERN

INDICATES CONNECTED TO EMERGENCY CIRCUIT.

OC CEILING MOUNTED OCCUPANCY SENSOR

12" X 48" RECESSED LIGHT FIXTURE.

12" X 48" RECESSED LIGHT FIXTURE. SHADE PATTERN

INDICATES CONNECTED TO EMERGENCY CIRCUIT.

S M

DD

S

DH

F

F

ACR

AIM

AOM

S

S

S

F

HD

HD

SD

FIRE ALARM LEGEND

DESCRIPTIONSYMBOL

FIXED TEMPERATURE 200°F HEAT DETECTOR

FT/200

RATE OF RISE/135°F HEAT DETECTOR

RR/135

PHOTOELECTRIC SMOKE DETECTOR

EMERGENCY COMMUNICATIONS SPEAKER STROBE

"XX" INDICATES CANDELA RATINGXXcd

DUCT DETECTOR

S - SUPPLY, R- RETURN, E- EXHAUSTR E

FIRE ALARM DOOR HOLDER

FIRE ALARM HORN - CEILING MOUNTED

FIRE ALARM HORN - WALL MOUNTED

FIRE ALARM HORN/STROBE - CEILING MOUNTED

"XX" INDICATES CANDELA RATING

FIRE ALARM HORN/STROBE - WALL MOUNTED

"XX" INDICATES CANDELA RATING

FIRE ALARM MANUAL PULL

FIRE ALARM ADDRESSABLE CONTROL RELAY

FIRE ALARM ADDRESSABLE INPUT MODULE

FIRE ALARM ADDRESSABLE OUTPUT MODULE

FIRE ALARM SPEAKER - CEILING MOUNT

FIRE ALARM SPEAKER - WALL MOUNT

FIRE ALARM SPEAKER/STROBE - WALL MOUNT

"XX" INDICATES CANDELA RATING

FIRE ALARM STROBE - WALL MOUNT

"XX" INDICATES CANDELA RATING

FIRE ALARM SPEAKER/STROBE - CEILING MOUNT

"XX" INDICATES CANDELA RATING

FIRE ALARM STROBE - CEILING MOUNT

"XX" INDICATES CANDELA RATING

XXcd

XXcd

XXcd

XXcd

XXcd

XXcd S

F

NOTE: ALL DEVICE COLORS SHALL BE WHITE EXCEPT FOR PULL

STATIONS WHICH WILL BE RED.

ACP

CR

DR

ACCESS CONTROL LEGEND

ACCESS CONTROL PANEL

CARD READER

DOOR RELEASE BUTTON

NOTE: PROVIDE BACKBOXES AND 3/4" EMPTY CONDUIT TO

PLENUM. DEVICES & WIRING TO BE PROVIDED BY OWNER

TGB

W

TELE/DATA LEGEND

TELECOMMUNICATIONS GROUNDING BUSBAR

WALL MOUNTED DATA OUTLET - WITH 1 DATA DROP

DATA OUTLET - CEILING MOUNTED

WIRELESS ACCESS POINT - CEILING MOUNTED

WALL MOUNTED DATA OUTLET - WITH 2 DATA

DROPS

WALL MOUNTED DATA OUTLET - WITH 3 DATA

DROPS

NOTE: PROVIDE BACKBOXES AND 3/4" EMPTY CONDUIT TO

PLENUM. DEVICES & WIRING TO BE PROVIDED BY OWNER

GENERAL NOTES

1. EACH CIRCUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR, AND MULTI-WIRE

CIRCUITS OF DIFFERENT PHASES MAY SHARE EQUIPMENT GROUND CONDUCTOR.

EQUIPMENT GROUND CONDCUTOR SIZE SHALL NOT BE LESS THAN #12 AWG OR AS

INDICATED ON THE DRAWINGS.

2. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID COPPER, AND ALL CONDUCTORS #8

AND LARGER SHALL BE STRANDED COPPER UNLESS BOLTED LUGS AT TERMINALS.

3. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS OTHERWISE NOTED.

4. ALL WIRING DEVICES SHALL BE INSTALLED PLUMB, SQUARE, AND TRUE; AND ALL DEVICES

INSTALLED AT A SINGLE LOCATION SHALL BE ALIGNED.

5. MINIMUM WIRE SIZE SHALL BE #12 AWG UNLESS OTHERWISE SPECIFIED.

6. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE

ADOTPED BY THE CITY OF PERRY POINT.

7. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL ELEVATIONS AND MILLWORK

DETAILS FOR EXACT LOCATIONS OF ALL WIRING DEVICES.

8. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR

EXACT LOCATION OF ALL LAY-IN LIGHT FIXTURES.

9. ALL EXISTING BRANCH CIRCUITS NOT USED SHALL BE REMOVED BACK TO PANEL. THE

CIRCUIT BREAKERS SHALL BE LABELED AS SPARE, AND EXISTING CONDUIT SHALL BE

REMOVED BACK TO THE PANEL.

10. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION IN AREAS OF

RENOVATION. ALL WIRING DEVICES, LIGHT FIXTURES, WIRE, AND CONDUIT THAT IS TO BE

REMOVED SHALL BE STORED, AS DIRECTED BY THE OWNER, OR RELOCATED, AS SHOWN

ON THE NEW FLOOR PLANS. APPROPRIATE MEASURES SHALL BE TAKEN TO ASSURE

CONTINUITY OF EXISTING CIRCUITS WHERE REQUIRED. ALL OUTAGES WHICH MAY

RESULT SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE WORK.

11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING SCHEDULES IN

ALL ELECTRICAL PANELS THAT ARE AFFECTED BY THIS WORK. UPDATED SCHEDULES

ARE TO BE TYPEWRITTEN.

12. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING ALL SWITCHES,

RECEPTACLES, AND FIXED EQUIPMENT WITH THE BRANCH CIRCUIT PANEL NAME AND

NUMBER SERVING EACH DEVICE.

13. ALL CONDUIT SHALL BE INSTALLED AS HIGH AS POSSIBLE (MOUNT TO BOTTOM OF

STRUCTURE) TO AVOID CONFLICTS WITH DUCTWORK AND PIPING. THE ELECTRICAL

CONTRACTOR SHALL COORDINATE INSTALLATION WITH THE MECHANICAL CONTRACTOR.

14. ON THREE PHASE, FOUR WIRE SYSTEMS, DO NOT USE A COMMON NEUTRAL FOR MORE

THAN THREE CIRCUITS. MORE THAN THREE CIRCUIT IN ANY ONE CONDUIT IS NOT

ALLOWED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.

15. ON SINGLE PHASE, THREE WIRE SYSTEMS, DO NOT USE A COMMON NEUTRAL FOR MORE

THAN TWO CIRCUITS. MORE THAN TWO CIRCUITS IN ANY ONE CONDUIT IS NOT ALLOWED

WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.

RENOVATION AND DEMOLITION NOTES

1. ATTENTION IS DRAWN TO THE FACT THAT THIS PROJECT INVOLVES RENOVATION OF AN EXISTING

FACILITY.

2. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING

CONDITIONS. VERIFY LOCATIONS, CONDUIT ROUTING, SYSTEM COMPONENTS ETC. BEFORE

SUBMITTING A BID. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE THE

BID DATE.

3. SCHEDULING FOR REQUIRED SHUTDOWNS AND OTHER DISTURBANCES TO THE BUILDING SHALL

BE COORDINATED WITH THE OWNER OR BUILDING MANAGEMENT PRIOR TO BEGINNING WORK.

4. ANY EQUIPMENT AND/OR MATERIALS REMOVED FROM SERVICE BECOMES THE PROPERTY OF

THE CONTRACTOR UNTIL IT HAS BEEN PLACED BACK INTO SERVICE OR UNTIL IT HAS BEEN

DISPOSED OF. EQUIPMENT PLACED BACK INTO SERVICE SHALL BE IN GOOD WORKING

CONDITION. TRANSPORTATION AND DISPOSAL OF DEMOLISHED EQUIPMENT AND MATERIALS

SHALL BE TO AN APPROPRIATE DISPOSAL LOCATION OFF PROJECT SITE.

5. OWNER SHALL BE GIVEN THE FIRST RIGHT OF REFUSAL FOR DEMOLISHED MATERIALS AND

EQUIPMENT.

6. CONTRACTOR SHALL PATCH AND PREPARE WALLS FOR SCHEDULED FINISH WHERE EQUIPMENT

AND DEVICES ARE REMOVED FROM WALLS THAT ARE TO BE RETAINED.

7. EXISTING CIRCUITS INDICATED ARE DIAGRAMMATIC ONLY. VERIFY EXACT ROUTING OF EXISTING

CONDUIT RUNS AND NUMBERS OF CONDUCTORS AND EXTEND EXISTING CIRCUITS TO NEW

PANELBOARD LOCATIONS AS REQUIRED TO ACCOMPLISH DESIGN INTENT.

8. PROVIDE ALL CORING, CUTTING AND PATCHING TO EXISTING WALLS, FLOORS, ETC REQUIRED

FOR THE REMOVAL OF EXISTING WORK OR THE INSTALLATION OF NEW WORK.

9. CONTRACTOR SHALL PROPERLY CAP, SEAL, OR TERMINATE EXISTING TO REMAIN SYSTEMS THAT

ARE PARTIALLY DEMOLISHED.

10. IN THE COURSE OF REMOVING EXISTING LIGHT FIXTURES, CONTRACTOR SHALL NOT DISPOSE OF

LAMPS AS GENERAL DEBRIS. SPECIAL CARE SHALL BE TAKEN NOT TO BREAK LAMPS. SPECIAL

CONTAINERS WILL BE PROVIDED FOR THE COLLECTION OF CERTAIN BALLASTS. IF A BALLAST IS LABELED INDICATING THAT IT CONTAINS NO PCB'S, THEN IT MAY BE DISPOSED OF AS GENERAL DEBRIS. OTHERWISE, THE BALLAST SHALL BE PLACED IN CONTAINERS FOR PCB'S AND SHALL BE

DISPOSED OF PROPERLY BY THE CONTRACTOR.

11. CONTRACTOR SHALL MAINTAIN CONTINUITY OF POWER CIRCUITS TO EXISTING-TO-REMAIN/IN

-USE EQUIPMENT. COORDINATE WORK WITH OWNER TO MINIMIZE IMPACT TO OWNER'S

OPERATION.

12. IN THE EVENT THERE IS REMOVAL OF EXISTING ELECTRICAL EQUIPMENT, DEVICES, CONDUIT, WIRING, ETC. THE CONTRACTOR SHALL REMOVE ASSOCIATED WIRING BACK TO THE SOURCE OF

FEED UNLESS OTHERWISE NOTED. WHERE A PORTION OF A BRANCH CIRCUIT IS TO BE

MAINTAINED, REMOVE CIRCUITING…