S02_Attachment 8_842CM3027_FYNC_Drawings.pdf

5_8

8"

5_8

3/ S-302

S-301

_____________________ 2

S-302

WF1C.J. C.J. C.J.

(1241.54')

1' - 10"

28' - 8"

2' - 5 5/8"

28' - 8"

2' - 5 5/8"

28' - 8"

2' - 5 5/8"

28' - 8"

1' - 10"

7/

8"

2'

/8

7 11/16"7 11/16"

S-301

S-301

S-302

S-302

1 2

1 5

WF1

WF1

F1

WF2

W F

C.J. C.J. C.J. C.J.C.J. C.J. C.J.

(1233.84')

GRADE

BEAM

(1234.53')

1' - 10"

24' - 8"

2' - 5 5/8"

28' - 8"

2' - 5 5/8"

24' - 8"

1' - 10"

17' - 9 7/8"

1' - 10"

24' - 8"

2' - 5 5/8"

28' - 8"

2' - 5 5/8"

24' - 8"

1' - 10"

2'

/8

7/

8"

16' - 11 3/8"

8 3/4"

3/

4"

7 11/16"

1'

7 11/16"

1/ S-301 2/ S-301

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

COLUMBARIUM AND RETAINING WALL

FOUNDATION PLAN

BID DOCUMENTS

MAY 20, 2025 SLSRAS

SS101

74 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

CODED NOTES:

SINGLE SIDED COLUMBARIUM UNITS AND MASONRY RETAINING WALL, REFER TO SECTIONS CUT ON

PLAN.

CONCRETE GRADE BEAM SPANNING OVER EXISTING STORM DRAIN PIPE. BOTTOM OF BEAM TO BE

1'-6" BELOW GRADE, REFER TO SECTION CUT ON PLAN.

EXISTING 36" DIA. STORM DRAIN PIPE, TOP OF PIPE ELEVATION IS APPROXIMATELY 1'-10" BELOW

GRADE.

CONCRETE RETAINING WALL WITH BRICK VENEER, REFER TO SECTION CUT ON PLAN.

CONCRETE PIER WITH BRICK VENEER, REFER TO DETAIL SIM.

DRAWING NOTES:

1. TOP OF FOOTING ELEVATIONS SHOWN ON PLAN THUS (.....).

2. STEP FOOTINGS PER DETAIL .

3. C.J. DENOTES CONTROL JOINT IN CONCRETE WALL, REFER TO DETAIL .

4. REFER TO CIVIL DRAWINGS FOR DIMENSIONS AND FURTHER DETAILS.

N

0 4' 8' 16' 24'

1/8" = 1'-0"

CONCRETE SPREAD FOOTING SCHEDULE

Mark Size Reinforcement

F1 4'-0"x4'-0"x1'-6" 5 #6 EACH WAY TOP & BOTTOM

CONCRETE WALL FOOTING SCHEDULE

Mark Size Reinforcement

WF1 5'-6"x1'-6" 6 #6 TOP & BOTTOM LONGITUDINAL, #6 AT 12" O.C. TRANSVERSE TOP & BOTTOM

WF2 4'-0"x1'-6" 5 #6 TOP & BOTTOMLONGITUDINAL, #6 AT 12" O.C. TRANSVERSE BOTTOM

1/8" = 1'-0"

COLUMBARIUM AND RETAINING WALL FOUNDATION PLAN NORTH

1/8" = 1'-0"

COLUMBARIUM AND RETAINING WALL FOUNDATION PLAN SOUTH

3" C

LE

A

R

3" CLEAR

7 11/16" 4' - 2 5/8" 7 11/16"

5' - 6"

4'

M A

X

2'

M

IN

CONCRETE WALL FOOTING,

REFER TO PLAN AND/OR

SCHEDULE

10 1/8" 1' - 3 3/16" 1' - 3 3/16" 10 1/8"

TOP OF PIER

VARIES, MATCH TOP OF ADJACENT PRECAST NICHE UNITS

TOP OF WALL FOUNDATION

VARIES, REFER TO CI DRAWINGS

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

ABOVE GRADE

1 1/2" CLEAR

3" CLEAR

FIELD DRILL HOLE IN CONCRETE TO ACCEPT

TYPE 304 SS 1/2" DIA. x 5" LONG PIN, (2) PER CAP

SET IN TYPE N MORTAR

TOP OF FOOTING

VARIES, REFER TO PLAN

TOP OF WALL SHELF

VARIES, REFER TO CI DRAWINGS

LIMESTONE BASE STONE,

REFER TO CI DRAWINGS

#6 AT 8" O.C.,

DOWEL INTO FOOTING

#6 AT 8" O.C.

CONCRETE PIER

CONCRETE PIER

VENEER TIE ANCHORS, BASIS OF DESIGN HOHMANN

& BARNARD TYPE 304 SS DW-10HS 14 GAUGE

ANCHOR, 3/16" DIA. TIE WITH (2) SIMPSON 1/4" DIA.

TYPE 410 SS TITEN CONCRETE SCREWS (1" MIN.

EMBED), REFER TO CI DRAWINGS FOR LOCATIONS

#5 AT 8" O.C.

#5 AT 8" O.C.

#5 AT 8" O.C. CONTINUED

FROM ADJACENT WALL

FOUNDATION, EXCEPT AT

C.J. REFER TO DETAIL

#5 AT 16" O.C.

CONTINUED FROM

ADJACENT WALL,

EXCEPT AT C.J.

REFER TO DETAIL

LIMESTONE CAP,

REFER TO CI DRAWINGS

BRICK VENEER,

REFER TO CI

DRAWINGS

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

1'

1" DEEP x 3" WIDE KEYWAY 2"

C

LE

A R

2" C

LE

A

R

3" CLEAR BELOW GRADE

2" C

LE

A

R

PRECAST COLUMBARIUM UNIT, REFER TO CI

DRAWINGS FOR UNITS AND EMBEDS

3" C

LE

A

R

3" CLEAR

1' - 1 3/16" 2' - 11" 1' - 5 13/16"

5' - 6"

4'

M A

X

2'

M

IN

#5 AT 8" O.C.,

DOWEL INTO FOOTING

#5 AT 8" O.C.

LIMESTONE CAP,

REFER TO CI DRAWINGS

CONCRETE WALL FOOTING,

REFER TO PLAN AND/OR

SCHEDULE

CONCRETE PIER

#5 AT 16" O.C.

#5 AT 16" O.C.

BRICK VENEER,

REFER TO CI

DRAWINGS

4 5/8" 9 7/8" 5 5/16" 1' - 3 3/16"

TOP OF WALL

VARIES, MATCH TOP OF ADJACENT PRECAST NICHE UNITS

TOP OF WALL FOUNDATION

VARIES, REFER TO CI DRAWINGS

CONCRETE PIER

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

ABOVE GRADE

1 1/2" CLEAR

VENEER TIE ANCHORS, BASIS OF DESIGN HOHMANN

& BARNARD TYPE 304 SS DW-10HS 14 GAUGE

ANCHOR, 3/16" DIA. TIE WITH (2) SIMPSON 1/4" DIA.

TYPE 410 SS TITEN CONCRETE SCREWS (1" MIN.

EMBED), REFER TO CI DRAWINGS FOR LOCATIONS

TOP OF FOOTING

VARIES, REFER TO PLAN

TOP OF WALL SHELF

VARIES, REFER TO CI DRAWINGS

FIELD DRILL HOLE IN CONCRETE TO ACCEPT

TYPE 304 SS 1/2" DIA. x 6" LONG PIN, (2) PER UNIT, PATCH WITH MORTAR

6"x12"x1/4" THICK SS EMBED PLATE, ATTACH TO CONCRETE WITH (2) 1/2" DIA. x 4" LONG HEADED

SS STUDS, SPACED 4" O.C. MIN. AND LOCATED

4" MIN. FROM EDGE OF CONCRETE,

REFER TO CI DRAWINGS FOR LOCATIONS 3/16"

TYP.

3"x1/4" THICK SS WELD PLATE, REFER TO CI DRAWINGS FOR LOCATIONS AND LENGTH

6"

2"

1/ 2"

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

#5 CONT.

1'

" 2"

C

LE

A R

3" CLEAR BELOW GRADE

2" C

LE

A

R

1" DEEP x 3" WIDE KEYWAY

REINFORCING TO MATCH FOOTING

REINFORCEMENT PER SCHEDULE

1' - 0"

2 "S" MINIMUM

"S

P E

R P

LA

N

S A

N D

/O R

S E

C T

IO

N

S F

O O

T

IN

G T

H

IC

K N

E S

S

NOTES:

1. STEP HEIGHT, "S" TO BE 2'-0" MAXIMUM.

2. WALL NOT SHOWN FOR CLARITY.

PREVIOUS POUR NEW POUR

FOOTING REINFORCEMENT, REFER

TO PLAN AND/OR SCHEDULE

EQ EQ

3/4" DIA.x2'-0" LONG EPOXY COATED SMOOTH DOWELS

AT 12" O.C. CENTERED IN WALL. LUBRICATE END OF

DOWEL OR WRAP IN BUILDING PAPER IN PREVIOUS

POUR.

CONCRETE

FOOTING

EXPANSION JOINT MATERIAL,

REFER TO SPECIFICATIONS

PREVIOUS POUR NEW POUR

WALL REINFORCEMENT, REFER TO

SECTION CUT ON PLAN

WALL REINFORCEMENT, REFER TO

SECTION CUT ON PLAN

EQ EQ

3/4" DIA.x2'-0" LONG EPOXY COATED SMOOTH DOWELS

AT 12" O.C. CENTERED IN WALL. LUBRICATE END OF

DOWEL OR WRAP IN BUILDING PAPER IN PREVIOUS

POUR.

CONCRETE PIER EXPANSION JOINT MATERIAL,

REFER TO SPECIFICATIONS

2/ S-301

2/ S-301

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

COLUMBARIUM AND RETAINING WALL

DETAILS AND SECTIONS 1

BID DOCUMENTS

MAY 20, 2025 SLSRAS

S-301

75 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

1" = 1'-0"

COLUMBARIUM PIER SECTION

1" = 1'-0"

SINGLE SIDED COLUMBARIUM WALL SECTION

N.T.S.

STEPPED FOOTING DETAIL

N.T.S.

CONCRETE FOOTING CONSTRUCTION JOINT DETAIL

N.T.S.

CONCRETE WALL CONSTRUCTION JOINT DETAIL

1' - 6"

#4 TIES AT 12" O.C. MAX

CONCRETE GRADE BEAM

4 5/8" 8 3/4" 4 5/8"

TOP OF GRADE BEAM

REFER TO PLAN

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

(3) #6 TOP AND BOTTOM

CONTINUOUS

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

TOP OF WALL

REFER TO CI DRAWINGS

ON ALL SIDES

3" CLEAR TO TIES

EXISTING 36" DIA. STORM PIPE

3" CLEAR BELOW GRADE

3'

M A

X

/2

#5 AT 12" O.C.,

DOWEL INTO GRADE BEAM

#4 AT 12" O.C.

#5 AT 12" O.C.

FIELD DRILL HOLE IN CONCRETE TO ACCEPT

TYPE 304 SS 1/2" DIA. x 5" LONG PIN, (2) PER CAP

LIMESTONE CAP,

REFER TO CI DRAWINGS

BRICK VENEER,

REFER TO CI

DRAWINGS

VENEER TIE ANCHORS, BASIS OF DESIGN

HOHMANN & BARNARD TYPE 304 SS

DW-10HS 14 GAUGE ANCHOR, 3/16" DIA. TIE

WITH (2) SIMPSON 1/4" DIA. TYPE 410 SS

TITEN CONCRETE SCREWS (1" MIN. EMBED),

REFER TO CI DRAWINGS FOR LOCATIONS

ORNAMENT FENCE POST

SUPPORT, REFER TO DETAIL

CONCRETE WALL

ABOVE GRADE

1 1/2" CLEAR

TOP OF WALL SHELF

REFER TO CI DRAWINGS

TOP OF WALL SHELF

REFER TO CI DRAWINGS

TOP OF FOOTING

REFER TO PLAN

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

TOP OF WALL

REFER TO CI DRAWINGS

3" CLEAR BELOW GRADE

#5 AT 12" O.C.

#5 AT 12" O.C.

FIELD DRILL HOLE IN CONCRETE TO ACCEPT

TYPE 304 SS 1/2" DIA. x 5" LONG PIN, (2) PER CAP

LIMESTONE CAP,

REFER TO CI DRAWINGS

VENEER TIE ANCHORS, BASIS OF DESIGN

HOHMANN & BARNARD TYPE 304 SS

DW-10HS 14 GAUGE ANCHOR, 3/16" DIA. TIE

WITH (2) SIMPSON 1/4" DIA. TYPE 410 SS

TITEN CONCRETE SCREWS (1" MIN. EMBED),

REFER TO CI DRAWINGS FOR LOCATIONS

TOP OF WALL SHELF

VARIES, REFER TO CI DRAWINGS

3" C

LE

A

R

3" CLEAR 4 5/8" 8 3/4" 4 5/8"

4' - 0"

4'

M A

X

2'

M

IN

CONCRETE WALL FOOTING,

REFER TO PLAN AND/OR

SCHEDULE

1' - 1 1/4" 1' - 6" 1' - 4 7/8"

TOP OF WALL SHELF

VARIES, REFER TO CI DRAWINGS

ABOVE GRADE

1 1/2" CLEAR

#5 AT 12" O.C.

CONCRETE PIER

#5 AT 12" O.C.,

DOWEL INTO FOOTING

ORNAMENT FENCE POST

SUPPORT, REFER TO DETAIL

BRICK VENEER,

REFER TO CI

DRAWINGS

CONCRETE WALL

1'

" 1" DEEP x 3" WIDE KEYWAY2"

C

LE

A R

2" C

LE

A

R

2" C

LE

A

R

3" C

LE

A

R

3" CLEAR

11 11/16" 2' - 0 5/8" 11 11/16"

4' - 0"

2'

M

IN

#4 TIES AT 12" O.C.

CONCRETE FOOTING, REFER

TO PLAN AND/OR SCHEDULE

CONCRETE PIER

2' - 0 5/8"

TOP OF FOUNDATION

VARIES, REFER TO CI DRAWINGS

(8) #6 DOWELS

EXTERIOR SIDEWALK,

REFER TO CIVIL DRAWINGS

3" CLEAR TO TIES

TOP OF PIER

REFER TO CI DRAWINGS

LIMESTONE CAP,

REFER TO CI DRAWINGS

BRICK VENEER,

REFER TO CI

DRAWINGS

8"x8" CMU PIER, GROUTED SOLID WITH

TYPE S MORTAR

VENEER TIE ANCHORS, BASIS OF DESIGN HOHMANN

& BARNARD TYPE 304 SS DW-10HS 14 GAUGE

ANCHOR, 3/16" DIA. TIE WITH (2) SIMPSON 1/4" DIA.

TYPE 410 SS TITEN CONCRETE SCREWS (1" MIN.

EMBED), REFER TO CI DRAWINGS FOR LOCATIONS

#5 CENTERED

IN CMU

NOTES:

REFER TO CI DRAWINGS FOR FURTHER DIMENSIONS AND DETAILS.

ALL STEEL TO BE STAINLESS 316.

1'

" 1" DEEP x 3" WIDE KEYWAY

3/16"

CONCRETE WALL, REFER

TO SECTION CUT ON PLAN

ORNAMENTAL

ALUMINUM

RAILING, REFER

TO CI DRAWINGS

9 3/4" HSS2 1/2"x2 1/2"x1/4"

(3) 5/16" DIA.

CARRIAGE BOLTS

WITH TRI GROOVE

SECURITY NUTS

9"x4"x3/8" PLATE WITH (2) 1/2" DIA. x 4" LONG HEADED

STUDS

1/

2"

6"

1/

2"

3/16"

HSS3"x3"x1/4" x 6" LONG

NOTE: ALL STEEL TO BE SS304 AND POWDER COATED TO MATCH FENCE, U.N.O.

SECTION

1 1/2" 1 1/2"

3" 3"

4/ S-302 4/ S-302

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

COLUMBARIUM AND RETAINING WALL

DETAILS AND SECTIONS 2

BID DOCUMENTS

MAY 20, 2025 SLSRAS

S-302

76 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

1" = 1'-0"

GRADE BEAM SECTION

1" = 1'-0"

RETAINING WALL SECTION

1" = 1'-0"

ORNAMENTAL FENCE PIER SECTION

N.T.S.

RAILING ATTACHMENT TO CONCRETE WALL DETAIL

FIRE ALARM ABBREVIATIONS

1PH SINGLE-PHASE

1P SINGLE POLE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE-PHASE

4/C FOUR-CONDUCTOR

4W FOUR-WIRE

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

AMB OR A AMBIENT

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BAT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISH FLOOR

BLDG BUILDING

BPIP BOILER PLANT INSTRUMENTATION PANEL

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CTV CABLE TELEVISION

CU COPPER

CU FT CUBIC FEET

CUR CURRENT

OC ON CENTER

OD OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

REQD REQUIRED

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SURF SURFACE

SW SWITCH

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

WP WEATHERPROOF

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISTR DISTRIBUTION

DN DOWN

DRSW DOOR SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EXIST EXISTING

FLEX FLEXIBLE METALLIC CONDUIT

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

FU SW FUSED SWITCH

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HOA HAND-OFF-AUTOMATIC

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTNG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MT MOUNT

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEUT OR N NEUTRAL

NIC NOT IN CONTRACT

NS NO SCALE

NTS NOT TO SCALE

ABBR. DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION

FA1. ALL FIRE ALARM EQUIPMENT IS TO BE NEW.

FA2. ALL WIRING AND CONDUIT IS TO CONFORM TO NEC ARTICLE 760. WIRING

SHALL BE UL LISTED, MINIMUM 300V TYPE FPLP PLENUM RATED SOLID

COPPER OR STANDARD COPPER WITH MAXIMUM 19 STRANDS.

FA3. LOW VOLTAGE CONDUCTORS: PROVIDE CONDUCTORS IN ACCORDANCE WITH

NFPA 70 AND NFPA 72, AND AS RECOMMENDED BY THE FIRE ALARM SYSTEM

MANUFACTURER. CONDUCTORS SHALL BE COPPER, MINIMUM NO. 14 AWG,

TWISTED SHIELDED PAIR.

FA4. SURVIVABILITY: PER AUTHORITY HAVING JURISDICTION, WIRING INSTALLED IN

METAL RACEWAY WITHIN BUILDINGS THAT ARE PROTECTED THROUGHOUT BY

SPRINKLERS SHALL BE CONSIDERED TO MEET THE REQUIREMENTS FOR

PATHWAY SURVIVABILITY LEVEL 2 IN ACCORDANCE WITH NFPA 72 (2025) AS A

2-HOUR PERFORMANCE ALTERNATIVE.

FA5. PROVIDE FIRE ALARM RELAY AND DUCT DETECTOR CONNECTED TO FIRE

ALARM SYSTEM, WITHIN 5' OF ALL DUCT PENETRATIONS THROUGH

FIRE/SMOKE WALLS, WHETHER INDICATED ON ELECTRICAL OR MECHANICAL

PLANS OR NOT.

FA6. ALL FIRE ALARM POWER CIRCUITS SHALL HAVE A DEDICATED 120V 20A

BREAKER THAT SHALL BE RED IN COLOR AND MECHANICALLY PROTECTED

(LOCKABLE IN THE "ON" POSITION), MARKED AS "FIRE ALARM CIRCUIT".

FA7. MINIMUM CANDELA RATING OF STROBES IS 15CD UNLESS NOTED OTHERWISE;

"##" ADJACENT TO DEVICE INDICATES THE CANDELA RATING. PROVIDE

SYNCHRONIZATION OF STROBES IN ALL ADJACENT AREAS WHERE STROBES

ARE VISIBLE TO EACH OTHER.

FA8. FIRE ALARM DESIGN IS IN ACCORDANCE WITH THE NATIONAL FIRE

PROTECTION ASSOCIATION (NFPA 72 - 2025) AND NATIONAL FIRE CODES (NFC).

WHERE A FIRE ALARM RISER IS INDICATED, IT IS DIAGRAMMATIC IN NATURE

AND NOT INTENDED TO REPRESENT A COMPLETE WIRING AND DEVICE

DISPLAY. ALL WIRING AND DEVICES SHALL BE IN ACCORDANCE WITH

SELECTED VENDOR'S POINT-BY-POINT WIRING DIAGRAM. REFER TO FLOOR

PLAN FOR DESIGN INTENT AND PROPOSED QUANTITY OF FIRE ALARM SYSTEM

COMPONENTS.

FA9. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO

SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE FIRE

ALARM SYSTEM BE PROVIDED WITH ALL THE NECESSARY EQUIPMENT,

WIRING, CONDUIT, AND CONTROLS, COMPLETELY COORDINATED WITH ALL

DISCIPLINES. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE FIRE

ALARM SYSTEM, IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS,

LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE

FURNISHED AT NO ADDITIONAL COST TO THE OWNER. THE FIRE ALARM

CONTRACTOR SHALL CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND

THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS.

FA10. FIRE ALARM CONTRACTOR SHALL BE AWARE OF THE TYPE OF FINISHES,

DECOR AND OCCUPANCY. COORDINATION WITH THE STAKEHOLDERS(S)

SHALL BE PERFORMED BY THE FIRE ALARM CONTRACTOR FOR PLACEMENT

OF FIRE ALARM DEVICES.

FA11. FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 70 AND 72 FOR PROPER

INSTALLATION PRACTICES.

FA12. FIRE ALARM PATHWAYS IN ALL AREAS SHALL BE IN 3/4" EMT, AND SHALL BE

PAINTED RED. ALL FIRE ALARM WIRING SHALL BE ROUTED THROUGH CONDUIT

THAT IS STRICTLY DEDICATED FOR FIRE ALARM. NO OTHER SYSTEMS MAY

UTILIZE FIRE ALARM WIRING CONDUIT OR EMT.

FA13. ALL FIRE ALARM JUNCTION BOX AND PULL BOX COVERS SHALL BE PAINTED

RED.

FA14. PERFORM RE-ACCEPTANCE TESTING IN ACCORDANCE WITH NFPA 72.

FA15. FIRE ALARM CIRCUITS SHALL NOT HAVE SPLICES. CIRCUITS SHALL BE

EXTENDED FROM DEVICE AND APPLIANCE SCREW TERMINALS.

FIRE ALARM SYSTEM NOTESELECTRONIC SAFETY AND SECURITY SYMBOLS

SYMBOL DESCRIPTION

ALARM, FIRE, PANEL; LETTERS INDICATE AS FOLLOWS:

FACP = CONTROL PANEL

FAAP = FIRE ALARM ANNUNCIATER PANEL

ALARM, SPEAKER/LIGHT, ONE ASSEMBLY. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

ALARM, SPEAKER/LIGHT, SEPARATE ASSEMBLY. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

ALARM, LAMP LIGHT, SIGNAL LIGHT, STROBE. ADJUSTABLE

15CD, 30CD, 75CD UNLESS OTHERWISE NOTED

DETECTOR, HEAT

FIRE ALARM STATION, MANUAL PULL

FACP

HD

P

DETECTOR, SMOKESD

FIRE PROTECTION SPRINKLER ACTIVATION HORN.

1'-0" MAX.

FINISHED

FLOOR

SPEAKER

DEVICE

7'-6" TO TOP

OF DEVICE,

OR

0'-6" BELOW

FINISHED CEILING,

WHICHEVER IS

LOWER

6'-8" MIN. TO 8'-0" MAX.

FROM STROB LENS TO

FLOOR, OR

WITHIN 0'-6" OF

FINISHED CEILING,

WHICHEVER IS

LOWER

STROBE

DEVICE

SPEAKER/STROBE

COMBINATION

DEVICE

FIRE ALARM CONTROL

PANEL OR EMERGENCY

VOICE PANEL

ANNUNCIATOR

PANEL OR

TERMINAL

CABINET

MANUAL PULL

STATION

5'-6"

3'-10" FROM

OPERATING

HANDLE

TO FLOOR

5'-0" MAX.

FROM EXIT OPENING

0'-4" MIN. 3'-0" MIN.

SMOKE/HEAT

DETECTOR

MOUNT DETECTOR

ON APPROVED BOX 6'-0" MAX. LENGTH FLEXIBLE RACEWAY TO DEVICE MOUNTED

ON SUSPENDED CEILING

AIR SUPPLY DIFFUSER OR

RETURN AIR OPENING

JUNCTION BOX

CONDUIT

INSTALL PER NATIONAL

ELECTRIC CODE

FLOOR-CEILING

ASSEMBLY

SUSPENDED

CEILING

SMOKE

DETECTOR

1'-0" MAX.

FINISHED

FLOOR

SUSPENDED

CEILING

HEAT

DETECTOR

0'-4" MIN.

0'-4" MIN

HEAT

DETECTOR

DO NOT LOCATE

DETECTOR WITHIN

THIS AREA

HEAT DETECTOR MOUNTING

PLACEMENT REQUIREMENTS

NOTE: MOUNT FIRE ALARM DEVICES ON APPROVED BOXES.

MANUAL PULL STATION

SMOKE DETECTOR - SPOT TYPE

SHUNT TRIP POWER MONITOR

REMOTE POWER SUPPLY TROUBLE

AC POWER FAILURE

LOW BATTERY

ANY OPEN CIRCUIT

ANY GROUND FAULT

ANY NOTIFICATION APPLIANCE CIRCUIT SHORT

ANY TROUBLE

INPUTS

A C

T

IV

A T

E S

T R

O B

E S

T H

R O

U G

H O

U T

B U

IL

D

IN

G

D

IS

P

LA

Y A

LA

R

M C

O N

D

IT

IO

N

A T

F

IR

E A

LA

R

M C

O N

T R

O L

P A

N E

L

D

IS

P

LA

Y S

U P

E R

V

IS

O R

Y C

O N

D

IT

IO

N

A T

F

IR

E A

LA

R

M C

O N

T R

O L

P A

N E

L

D

IS

P

LA

Y T

R O

U B

LE

C

O N

D

IT

IO

N

A T

F

IR

E A

LA

R

M C

O N

T R

O L

P A

N E

L

D

IS

P

LA

Y T

R O

U B

LE

C

O N

D

IT

IO

N

A T

F

IR

E A

LA

R

M A

N N

U N

C

IA

T O

R P

A N

E L

T R

A N

S M

IT

C

O N

T A

C T

ID

T

O S

U P

E R

V

IS

IN

G

S T

A T

IO

N

OUTPUTS

NOTIFICATION

D E

-A C

T

IV

A T

E S

O U

N D

E R

B A

S E

A C

T

IV

A T

E S

O U

N D

E R

B A

S E

A B C D E F H I

INTERFACE

X X

X X

X

X

X X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

X

X

FIRE ALARM CONTROL PANEL INTERFACE X

TYPICAL NEW FIRE

ALARM CONTROL PANEL

(FACP)

FIRST FLOOR

P

INDICATING DEVICES

TYPICAL INITIATION DEVICES

CEILING

SD

COMMUNICATION

TO LOCAL FIRE

DEPARTMENT

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

FIRE ALARM LEGENDS & SYMBOLS

(CLIN 2 - BID OPT 1)

BID DOCUMENTS

MAY 20, 2025 CVMJPH

FA001

77 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

SHEET LIST

SHEET NUMBER SHEET NAME

FA001 FIRE ALARM LEGENDS & SYMBOLS (CLIN 2 - BID OPT 1)

FA101 SERVICE BUILDING PLAN - FIRE ALARM - DEMOLITION AND NEW WORK (CLIN

2 - BID OPT 1)

FA102 ADMIN BUILDING PLAN - FIRE ALARM - DEMOLITION AND NEW WORK (CLIN 2 -

BID OPT 1)

N.T.S.

FIRE ALARM DEVICE MOUNTING DETAIL

1 N.T.S3

TYPICAL FIRE ALARM MATRIX

N.T.S2

TYPICAL FIRE ALARM RISER DIAGRAM

P

SD

SD

SD

SD

SDSDSD

PP

SD

SD

SDSD

P

P

SD

SD

P

SD

OPEN WORK SPACE-1

A103-1

MEN'S LOCKER

A104

RESTROOM

A105

NEW TR

A101

NEW OFFICE

A114

EXISTING GARAGE

A102

FACP

30CD

15CD

15CD

15CD

15CD

30CD

15CD

15CD

15CD

OPEN WORK SPACE-1

A103-1

MEN'S LOCKER

A104

RESTROOM

A105

NEW TR

A101

NEW OFFICE

A114

EXISTING GARAGE

A102

D1

F A

C P

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

SERVICE BUILDING PLAN - FIRE

ALARM - DEMOLITION AND NEW

WORK (CLIN 2 - BID OPT 1)

BID DOCUMENTS

MAY 20, 2025 CVMJPH

FA101

78 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

DEMOLITION CODED NOTES:

DRAWING NOTES:

1. CONTRACTOR TO VERIFY EXACT QUANTITIES AND LOCATIONS OF ALL DEVICES LOCATED WITHIN THE

AREA OF DEMOLITION AS INDICATED ON THIS DRAWING.

2. DRAWING IS DIAGRAMMATIC IN NATURE AND IS NOT TO BE CONSTRUED AS ALL INCLUSIVE; FIELD VERIFY EXISTING CONDITIONS AND ADJUST WORK AS REQUIRED TO EXECUTE SPECIFIED WORK.

3. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND QUANTITIES OF FIRE ALARM DEVICES PRIOR TO CONSTRUCTION. EXISTING CONDITIONS INDICATED ARE BASED ON GENERAL FIELD NOTES AND

HISTORICAL DATA AND DOCUMENTATION AND ARE FOR REFERENCE PURPOSES ONLY TO DEFINE

SCOPE OF WORK. CONTRACTOR TO DOCUMENT VARIANCES ON AS-BUILT DRAWINGS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING CONDITIONS FROM DAMAGE

DURING CONSTRUCTION. ANY MATERIALS, SYSTEMS, COMPONENTS, FINISHES, ETC. THAT ARE

DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE

TO THE APPROVAL OF THE VA.

5. FIRE ALARM WORK INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF EXISTING DEVICES AND ASSOCIATED EQUIPMENT BACK TO SOURCE, PROVIDING ALL MATERIALS, TOOLS, LABOR, TESTING

INSTRUMENTS, ETC. REQUIRED FOR THE COMPLETE REPLACEMENT WITH A FULLY FUNCTIONAL

SYSTEM.

6. PENETRATIONS IN FIRE RATED ASSEMBLIES RESULTING FROM THE REMOVAL OF EQUIPMENT, PATHWAYS, CABLING, OR OTHER EQUIPMENT SHALL BE FIRE STOPPED PER THE LATEST EDITION OF

THE UL FIRE RESISTANCE DIRECTORY.

7. INTERIOR FIRE WALL PENETRATIONS - CONTRACTOR SHALL PROVIDE APPROVED UL LISTED FIRE

RATED ASSEMBLY OR SYSTEM TO MAINTAIN FIRE RATING OF EXISTING FIRE BARRIER.

8. THE OWNER CLAIMS FIRST RIGHT OF REFUSAL FOR EXISTING EQUIPMENT. COORDINATE SALVAGE

REQUIREMENTS WITH THE OWNER PRIOR TO DEMOLITION. IDENTIFY, TAG, AND CAREFULLY

DECOMMISSION EQUIPMENT TO BE SALVAGED FOR THE OWNER. EQUIPMENT NOT WANTED BY THE

OWNER SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE.

DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEM IN ITS ENTIRETY.D1

NN

0 4' 8' 16' 24'

1/8" = 1'-0"

1/8" = 1'-0"

SERVICE BUILDING PLAN - FIRE ALARM - NEW WORK

1/8" = 1'-0"

SERVICE BUILDING PLAN - FIRE ALARM - DEMOLITION

NEW CODED NOTES:

COORDINATE EXACT LOCATION OF FACP WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION.1

SD

SD

SD

SD

SDSD

SD

SD

P

P

OPERATIONAL CENTER/ LOUNGE

A113

MEN'S RESTROOM

A112

WOMEN'S RESTROOM

A111

FACP

GENERAL OFFICE/LOBBY

A103-3

CLOSET

A103-4

DIRECTOR OFFICE

A103-5

STORAGE

A103-6

MECHANICAL

A103-7

STAFF TOILET

A103-8

30CD 30CD

75CD

75CD

30CD

30CD

WP

WP

15CD

30CD

F A

A P

OPERATIONAL CENTER/ LOUNGE

A113

MEN'S RESTROOM

A112

WOMEN'S RESTROOM

A111

D1

FACP

F A

A P

A G

P ro je c t N o . Integrity Federal Services - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. ofRevisions: Date:

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

CB Design Group

(601) 278-0966

Above Group

(321) 345-9026

Aqua Engineering

(970) 372-6104

U.S. Department of Veterans Affairs

Office of Design and Construction

Service

ADMIN BUILDING PLAN - FIRE ALARM -

DEMOLITION AND NEW WORK (CLIN 2

- BID OPT 1)

BID DOCUMENTS

MAY 20, 2025 CVMJPH

FA102

79 121

FAYETTEVILLE, ARKANSAS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND

CREMAINS BURIAL EXPANSION

842CM3027

NN

0 4' 8' 16' 24'

1/8" = 1'-0"

1/8" = 1'-0"

ADMIN BUILDING PLAN - FIRE ALARM - NEW WORK

DEMOLITION CODED NOTES:

DRAWING NOTES:

1. CONTRACTOR TO VERIFY EXACT QUANTITIES AND LOCATIONS OF ALL DEVICES LOCATED WITHIN THE

AREA OF DEMOLITION AS INDICATED ON THIS DRAWING.

2. DRAWING IS DIAGRAMMATIC IN NATURE AND IS NOT TO BE CONSTRUED AS ALL INCLUSIVE; FIELD VERIFY EXISTING CONDITIONS AND ADJUST WORK AS REQUIRED TO EXECUTE SPECIFIED WORK.

3. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND QUANTITIES OF FIRE ALARM DEVICES PRIOR TO CONSTRUCTION. EXISTING CONDITIONS INDICATED ARE BASED ON GENERAL FIELD NOTES AND

HISTORICAL DATA AND DOCUMENTATION AND ARE FOR REFERENCE PURPOSES ONLY TO DEFINE

SCOPE OF WORK. CONTRACTOR TO DOCUMENT VARIANCES ON AS-BUILT DRAWINGS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING CONDITIONS FROM DAMAGE

DURING CONSTRUCTION. ANY MATERIALS, SYSTEMS, COMPONENTS, FINISHES, ETC. THAT ARE

DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE

TO THE APPROVAL OF THE VA.

5. THIS SITE IS AN ACTIVE WORKING ENVIRONMENT; SYSTEMS SHALL NOT BE SHUT DOWN WITHOUT

WRITTEN AUTHORIZATION; ALL REQUESTS SHALL BE SUBMITTED IN WRITING A MINIMUM OF

FOURTEEN (14) WORKING-DAYS PRIOR TO PROPOSED ACTIVITY DATE OR NEED UNLESS DIRECTED

OTHERWISE.

6. FIRE ALARM WORK INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF EXISTING DEVICES AND ASSOCIATED EQUIPMENT BACK TO SOURCE, PROVIDING ALL MATERIALS, TOOLS, LABOR, TESTING

INSTRUMENTS, ETC. REQUIRED FOR THE COMPLETE REPLACEMENT WITH A FULLY FUNCTIONAL

SYSTEM.

7. PENETRATIONS IN FIRE RATED ASSEMBLIES RESULTING FROM THE REMOVAL OF EQUIPMENT, PATHWAYS, CABLING, OR OTHER EQUIPMENT SHALL BE FIRE STOPPED PER THE LATEST EDITION OF

THE UL FIRE RESISTANCE DIRECTORY.

8. INTERIOR FIRE WALL PENETRATIONS - CONTRACTOR SHALL PROVIDE APPROVED UL LISTED FIRE

RATED ASSEMBLY OR SYSTEM TO MAINTAIN FIRE RATING OF EXISTING FIRE BARRIER.

9. THE OWNER CLAIMS FIRST RIGHT OF REFUSAL FOR EXISTING EQUIPMENT. COORDINATE SALVAGE

REQUIREMENTS WITH THE OWNER PRIOR TO DEMOLITION. IDENTIFY, TAG, AND CAREFULLY

DECOMMISSION EQUIPMENT TO BE SALVAGED FOR THE OWNER. EQUIPMENT NOT WANTED BY THE

OWNER SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE.

DISCONNECT AND REMOVE EXISTING FIRE ALARM SYSTEM IN ITS ENTIRETY.D1

1/8" = 1'-0"1

ADMIN BUILDING PLAN - FIRE ALARM - DEMOLITION

NEW CODED NOTES:

COORDINATE EXACT LOCATION OF FACP WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION.1

WOOD

ALUMINUM

STEEL

EARTH

CONCRETE MASONRY UNITS

RIGID INSULATION

CONCRETE

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE REMOVED

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM - PLASTER

ACOUSTIC TILE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

CERAMIC TILE

CARPET

GRAVEL

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATIOR

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

SECTION INDICATOR

TYPICAL DETAIL INDICATOR

COLUMN GRID

KEYNOTE

NORTH ARROW

A

DETAIL NUMBER

SHEET WHERE

DRAWN

XXxxx

XXxxx

X

DRAWING TITLE

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

1 1/2"

XXxxx

XXxxx

XXxxx

REVISION

REVISION CLOUD

NORTH

BREAK LINE

DEMOLITION KEYNOTE

A

XXxxx

D

BC

COLUMN NUMBER

COLUMN LETTER

XXxxx

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

SHEET WHERE

DRAWN

ELEVATION NUMBER

DOOR / BORROWED LIGHT TAG

FURNITURE, FIXTURE, & EQUIPMENT TAG

WALL/PARTITION TAG

x'-x" VERTICAL HEIGHT INDICATOR

ROOM NAME

3333333333

A3

ROOM NUMBER

ROOM AREA

PROGRAM AREA

D1

FLR FLOOR

FLUOR FLUORESCENT

FM FLOOR MATS & FRAMES

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FP FOLDING PANEL PARTITION

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE, FEATURE STRIPS

FT FOOT OR FEET, FLOOR TILE MOSAIC

FTCT CERAMIC MOSAIC TILE

FTG FOOTING

FUR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED FACE CMU

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GT GRANITE

GUMU GLASS MASONRY UNIT

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HPDL PLASTIC LAMINATE

HR HANDRAIL, HOUR

HSPL HIGH STRENGTH PLASTER

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER /

DIMENSION

IN INCH

INCL INCLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KC PLASTER KEENE CEMENT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LG LONG

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LL LEAD LINED

LLV LONG LEG VERTICAL

LM LATEX MASTIC FLOORING

LMC LINEAR METAL CEILING

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

LWC LINEAR WOOD CEILING

M MORTAR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MARBLE

MC MULTI-COLOR COATING

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NF NATURAL FINISH

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P PAINT

PAV PAVING

PC PRECAST CONCRETE

PCT PORTLAND CEMENT TERRAZZO

PFW POLYPROPYLENE FABRIC WALLCOVERING

PL PLATE, PLASTER

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PMF PREMOLDED FILLER, PERFORATED METAL

FACING (TILE OR PANELS)

PPT PORCELAIN PAVER TILE

PR PAIR

PT POINT

PTN PARTITION

PVT PAVER TILE

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN,

RADIANT CEILING PANEL SYSTEM

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RST RESILIENT STAIR TREAD

RT RUBBER TILE FLOORING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE, HIGH GLAZED COATING,

STRUCTURAL CLAY

SCHED SCHEDULE

SCT FACING TILE

SDG SUSPENSION DECORATIVE GRIDS

SECT SECTION

SF SQUARE FEET, STONE FLOORING

SFTU GLAZED STRUCTURAL FACING TILE

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SLG SPANDREL GLASS

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERED

TGC TEXTURED GYPSUM CEILING PANEL

THK THICK

TIL TECHNICAL INFORMATION LIBRARY (VA)

TMC TEXTURED METAL CEILING PANEL

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TST THIN SET TERRAZZO

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER, VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VENEER PLASTER

VSF VINYL SHEET FLOORING

VTR VENT THRU ROOF

W WEST, VINYL COATED FABRIC

WALLCOVERING

W/ WITH

WB WALL BORDER

WD WOOD

WF FABRIC WALLCOVERING

W/O WITHOUT

WP WATERPROOF

WSF VINYL SHEET FLOORING (WELDED SEAMS)

WT WEIGHT

WWF WELDED WIRE FRAME

NOTES

1. ALL ABBREVIATIONS SHOWN MAY NOT BE USED ON THIS PROJECT.

2. CERTAIN COMMON ABBREVIATIONS MAY NOT BE SHOWN.

3. TEXT IN BOLD DENOTES ABBREVIATIONS FROM THE TIL.

L

& AND

@ AT

C CENTERLINE

# NUMBER, POUND

AA ANODIZED ALUMINUM, NATURAL FINISH

AAC ANODIZED ALUMINUM, COLORED

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFP ACCORDION FOLDING PARTITION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

ALUM ALUMINUM

AMP ACOUSTICAL METAL PLAN CEILING

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AT (SP) ACOUSTICAL CEILING, SPECIAL FACED

AUTO AUTOMATIC

AVG AVERAGE

AWF ACOUSTICAL WALLCOVERING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL TREATMENT

BD BOARD

BE BAKED ON ENAMEL

BEL BELOW

BF BRICK FLOORING

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BUMPER RAIL, BRICK FACE

BRG BEARING

BRK BRICK

C, CONC CONCRETE

CAB CABINET

CAF CARPET ATHLETIC FLOORING

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CG CORNER GUARD

CGFB CERAMIC GLAZED FACING BRICK

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONF CONFERENCE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CARPET

CPT CARPET MODULE TILE

CT CERAMIC TILE

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DS MB DIVIDER STRIPS, MARBLE

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST, EXISTING

EA EXHAUST AIR, EACH

EC EPOXY COATING

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ERF EPOXY RESIN FLOORING

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPANSION, EXPOSED DIVIDER STRIPS

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FLUOROCARBON

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FG FOOT GRILLE

FHC FIRE HOSE CABINET

FIN FINISH

F

10987654321

E

D

C

B

A

10987654321

E

D

C

B

A

Revisions: Date:

CONSULTANTS:

CB DESIGN GROUP

(601)-278-0966

Integrity Federal Services- The LA Group Joint Venture, LLC

ABOVE GROUP

(321)-345-9026

AQUA ENGINEERING

(970)-372-6104

ARCHITECT/ENGINEER OF RECORD

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725- 8456

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

Office of Design and

Construction Service

U.S. Department of Veterans Affairs

STAMP

Drawing Title:

Approved: Project Director

Phase: Project Title:

Location:

Issue Date: Checked Drawn:

Drawing Number:

Project Number:

Building:

F

SYMBOLS, ABBREVIATIONS & NOTES-

ARCHITECTURE

BID DOCUMENTS

FAYETTEVILLE NATIONAL CEMETERY

COLUMBARIUM AND IN-GROUND CREMAINS

BURIAL EXPANSION

FAYETTEVILLE, ARKANSAS

MAY 20,2025 LTCKJ

GI200

842CM3027

SYMBOLS OF MATERIALSDRAWING SYMBOLSARCHITECTURAL ABBREVIATIONS

Dwg 80 of 121

IN STRIVING TO PROVIDE A HEALTHY AND SAFE ENVIRONMENT AT VA FACILITIES, VHA IS

IMPLEMENTING A SMOKE-FREE POLICY FOR ALL VHA HEALTH CARE FACILITIES AND PROPERTY

ASSIGNED TO VHA THAT IS UNDER THE CHARGE AND CONTROL OF VA. THE POLICY APPLIES TO

CIGARETTES, CIGARS, PIPES OR ANY OTHER COMBUSTION OF TOBACCO, INCLUDING BUT NOT

LIMITED TO ELECTRONIC OR E-CIGARETTES, VAPE PENS OR E-CIGARS.

UNDER VHA DIRECTIVE 1085, ALL VHA HEALTH CARE FACILITIES WILL BE SMOKE-FREE FOR PATIENTS, VISITORS, CONTRACTORS, VOLUNTEERS AND VENDORS EFFECTIVE OCTOBER 1, 2019.

1. VA DESIGN MANUAL (PG-18-0)

2. VA DESIGN, QUALITY, AND STANDARD ALERTS

3. VA DESIGN GUIDES (PG-18-12)

4. VA DESIGN AND CONSTRUCTION

PROCEDURES (PG-18-3)

5. PHYSICAL SECURITY DESIGN MANUAL FOR VA

FACILITIES

6. VA FIRE PROTECTION DESIGN MANUAL

7. VA BARRIER FREE DESIGN GUIDE (PG-18-3)

8. VA SIGNAGE DESIGN GUIDE

9. VA MASTER SPECIFICATIONS

10. VA SUSTAINABLE DESIGN MANUAL

1. REFER TO SHEET AE301 FOR WALL TYPES AS REFERENCED ON PLANS WITH THE DIAMOND SYMBOL.

2. UNLESS NOTED OTHERWISE, WALLS MUST EXTEND TO THE ROOF OR FLOOR DECK ABOVE AND BE SEALED IN ACCORDANCE WITH THE

WALL TERMINATION DETAILS. REFER TO THE CODE STUDY PLAN FOR IDENTIFICATION OF ALL SMOKE AND FIRE WALL CONDITIONS.

PERIMETER CORRIDOR AND LOBBY WALLS MUST BE BUILT TO RESIST THE PASSAGE OF SMOKE.

3. DIMENSIONS ON PLANS ARE FROM FACE OF MASONRY TO FACE OF MASONRY, FACE OF MASONRY TO FACE OF GYPSUM BOARD OR FACE

OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

4. "FEC" SHOWN ON FLOOR PLAN INDICATES A FIRE EXTINGUISHER AND CABINET. BASIS OF DESIGN IS POTTER ROEMER MODEL # 3010 - 10 LB 4A: 80B:C UL RATED FIRE EXTINGUISHER AND ALTA 760 STAINLESS STEEL RECESSED CABINET.

5. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE SAME WALL TYPE NEXT TO A DOOR OR OPENING TO CONTINUE OVER THE DOOR OR

OPENING.

6. PLAN LOCATION OF DOORS AND FRAMES RELATIVE TO THE PLANE OF THE WALL IS DIAGRAMMATIC ONLY. REFER TO THE REFERENCED

JAMB AND HEAD CONDITION DETAILS TO DETERMINE ACTUAL PLACEMENT OF DOOR AND FRAME.

7. DISTANCE FROM HINGE SIDE OF DOOR (MEASURED FROM OUTSIDE OF FRAME) TO INTERSECTING STUD WALL SHALL BE 4" UNLESS NOTED

OR DETAILED OTHERWISE.

8. DEPICTION OF EXISTING CONDITIONS IS BASED ON OWNER FURNISHED DOCUMENTS AND LIMITED FIELD OBSERVATIONS. EXISTING ELEMENTS AND CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES WERE NOT OBSERVED OR INVESTIGATED. ONCE CUTTING AND SELECTIVE DEMOLITION WORK IS COMPLETE, REPORT ANY CONFLICTS TO COR. THE CONTRACTOR SHALL MAKE ADJUSTMENTS AND /OR ALTERATIONS AS NECESSARY TO INSTALL COMPLETE AND OPERABLE SYSTEMS IN ACCORDANCE WITH THE CODES

HAVING JURISDICTION AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR SHALL PROVIDE ALL BLOCKING REQUIRED TO ANCHOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING BUT NOT

LIMITED TO TOILET ROOM ACCESSORIES, MILLWORK, CASEWORK, HANDRAILS, ETC.

10. REFER TO AE200 FOR DOOR SCHEDULE AND FOR DOOR AND FRAME TYPES.

11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS NOTED AS "CLEAR" OR "HOLD". THESE DIMENSIONS ARE CRITICAL TO COORDINATE WITH

OTHER WORK (E.G. METAL STUDS, CEILINGS, LIGHTING, FINISHES).

12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LAY OUT WALLS ON FLOOR PRIOR TO INITIATING CONSTRUCTION. REPORT

DISCREPANCIES TO COR PRIOR TO COMMENCING WORK.

13. ALL PENETRATIONS THROUGH RATED FLOOR/CEILING ASSEMBLIES AND THROUGH FIRE RATED WALL AND SMOKE BARRIER ASSEMBLIES -

(THOSE CREATED BY REMOVAL OF DEMOLISHED ITEMS UNDER THIS CONTRACT, THOSE DISCOVERED DURING CONSTRUCTION UNDER THIS CONTRACT AS A RESULT OF PREVIOUS WORK, AND THOSE CREATED BY NEW WORK UNDER THIS CONTRACT) - MUST BE FIRE SEALED AS PART OF THIS CONTRACT. ALL RATED SEPARATIONS MUST MEET CURRENT CODE REQUIREMENTS.

14. MECHANICAL EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

1. ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR INDICATED AS DASHED LINES TO BE REMOVED. THE EXTENT OF DEMOLITION WORK SHALL INCLUDE ALL INCIDENTAL DEMOLITION WORK NECESSARY TO PROPERLY PROVIDE ALL NEW WORK SHOWN AND SPECIFIED, INCLUDING MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS.

2. DEMOLITION WORK SHOWN IS BASED ON EXISTING DRAWINGS AND INSPECTIONS. THE CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING CONDITIONS, AND IS RESPONSIBLE FOR PERFORMING THE INDICATED DEMOLITION WORK EVEN IF ACTUAL CONDITIONS DIFFER FROM THOSE

SHOWN ON THE DRAWINGS.

3. DEMOLITION CONTRACTOR SHALL COORDINATE WITH NEW WORK SECTIONS FOR ADDITIONAL INFORMATION RELATED TO EXTENT OF

DEMOLITION.

4. REFER TO ALL OTHER DRAWINGS IN THIS SET FOR INCIDENTAL DEMOLITION WORK NOT NOTED ON THE DEMOLITION PLANS.

5. THE OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGE ITEMS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION

DEBRIS. DO NOT STOCKPILE DEBRIS ON SITE.

6. ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY INCLUDING ALL ANCHORS, HANGERS, FASTENERS, PIPES, CONDUITS, DUCTS, ETC, UNLESS OTHERWISE INDICATED TO BE ABANDONED IN PLACE.

7. CONCRETE SLAB PATCHES MUST BE FLUSH WITH REMAINING SURFACES TO PERMIT APPLICATION OF FINISHES. PROVIDE WELDED WIRE MESH

IN PATCH AREAS GREATER THAN FOUR (4) SQUARE FEET.

8. CONCRETE SLABS TO REMAIN SHALL BE PATCHED, SCRAPED, LEVELED, AND CLEANED TO PROVIDE SURFACE SUITABLE FOR NEW FINISHES.

WHERE RENOVATED AREAS ARE RECEIVING NEW UNDERGROUND MECHANICAL, PLUMBING, ELECTRICAL, OR ADDITIONAL FOUNDATION WORK, SEE MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS, IN ADDITION TO ARCHITECTURAL DRAWINGS, TO DETERMINE EXTENT OF REQUIRED CUT AND PATCH OF EXISTING SLAB. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONCRETE SLAB DEMOLITION AND REPLACEMENT NECESSARY TO INSTALL NEW WORK. BACKFILL ALL BELOW GRADE DEMOLITION WORK WITH SUITABLE FILL MEETING

STRUCTURAL REQUIREMENTS FOR NEW WORK.

9. PARTITIONS SHOWN TO BE REMOVED SHALL BE CONFIRMED BY THE CONTRACTOR AS TO TYPE OF PARTITION AND EXACT LOCATION.

COMPLETELY REMOVE PARTITIONS FROM FLOOR TO STRUCTURE, INCLUDING ALL FASTENERS, GROUTS, SEALANTS, ETC, UNLESS NOTED OTHERWISE. MASONRY PARTITIONS WHICH EXTEND THROUGH THE SLAB SHALL BE REMOVED TO 8" BELOW FINISH FLOOR. FILL SLAB OPENING WITH CONCRETE FILL TO RECEIVE FLOOR FINISH. WHERE WALLS SCHEDULED TO BE REMOVED SIT ON SLABS, GRIND SLAB TO

RECEIVE FLOOR FINISH.

10. REMOVE, PATCH, AND REPAIR PORTIONS OF WALL PARTITIONS WHICH CONFLICT WITH NEW WORK TO BE INSTALLED, EVEN IF NOT

SPECIFICALLY NOTED TO BE DEMOLISHED ON PLANS.

11. WALLS TO BE REMOVED FROM INTERSECTING MASONRY WALLS SHALL INCLUDE TOOTHED-IN REPLACEMENT OF DAMAGED MASONRY ON WALL TO REMAIN AND REMOVAL OF TIES PROJECTING FROM WALLS. SEE DETAILS FOR ADDITIONAL CONDITIONS.

12. MASONRY WALLS TO BE PARTIALLY REMOVED SHALL BE TERMINATED WITH FINISHED MASONRY ENDS BY TOOTHING IN NEW MASONRY UNITS TO MATCH ADJACENT MASONRY. SEE DETAILS FOR OTHER CONDITIONS. NO WALLS SHALL BE TERMINATED WITH EXPOSED OPEN CELLS OR

DAMAGED MASONRY UNITS.

13. WHERE NEW OPENINGS ARE SHOWN IN EXISTING WALLS, REMOVE MASONRY TO NEAREST JOINT LINE SO NEW WORK CAN BE PATCHED IN TO

MATCH. ALL NEW MASONRY WORK SHALL BE TOOTHED IN.

14. ALL EXISTING STRUCTURE SHALL REMAIN, UNLESS NOTED OTHERWISE.

15. COORDINATE DEMOLITION OF ALL STRUCTURAL ITEMS (COLUMNS, BEAMS, SLABS, ETC) WITH STRUCTURAL DRAWINGS. EXTENT OF

DEMOLITION AREA SHALL BE IN ACCORDANCE WITH STRUCTURAL REQUIREMENTS AND COORDINATED WITH ALL NEW WORK.

16. TEMPORARILY SUPPORT ALL BEAMS, LINTELS, PORTIONS OF WALLS, ETC, TO BE DISTURBED BY DEMOLITION WORK UNTIL THEY ARE RE-

SUPPORTED BY NEW WORK.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF EXISTING BUILDING ELEMENTS TO REMAIN THROUGHOUT THE

SEQUENCE OF WORK. ANY DAMAGE TO EXISTING BUILDING CONDITIONS SHOWN TO REMAIN SHALL BE RESTORED TO NEW WORK CONDITION

AT NO ADDITIONAL COST TO THE OWNER.

18. WINDOWS SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY. FASTENERS MAY BE CUT FLUSH WITH HEAD, JAMBS, AND SILLS IF THE NEW WINDOW UNIT WILL CONCEAL FASTENER. PROTECT EXISTING SILLS SCHEDULED TO REMAIN. ALL EXISTING WINDOW OPENINGS

MUST BE FIELD MEASURED PRIOR TO SUBMITTAL OF SHOP DRAWINGS.

19. WHERE FINISHES ARE INDICATED TO BE REMOVED, REMOVAL SHALL INCLUDE ANY GROUT, ADHESIVES, FASTENERS, AND ALL OTHER ITEMS

USED TO ATTACH THE FINISHES TO THE SURFACES THEY COVER.

20. WHERE CEILINGS ARE TO BE REMOVED, REMOVE ALL CEILING SYSTEMS COMPLETELY, INCLUDING GRID, TRIM, HANGERS, CLIPS, ETC. DOUBLE CEILINGS ARE NOT PERMITTED WHERE NEW CEILINGS ARE SPECIFIED. REMOVE ALL ORIGINAL CONCEALED CEILINGS WHERE ENCOUNTERED.

21. ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED, PATCHED/REPAIRED/REPLACED IF DAMAGED, AND CLEANED PRIOR TO

APPLICATION OF FINISHES.

22. CONTRACTOR SHALL PROTECT ALL EQUIPMENT AND OTHER EXISTING ELEMENTS IN SCOPE OF NEW WORK AND DEMOLITION AREA.

23. REMOVE ALL WINDOW TREATMENTS IN AREAS OF RENOVATION AND DEMOLITION UNLESS NOTED OTHERWISE.

24. REFER TO CIVIL, MECHANICAL, ELECTRICAL, STRUCTURAL, FIRE PROTECTION, LIFE SAFETY, AND HAZMAT DRAWINGS FOR ADDITIONAL

DEMOLITION NOTES.

1. ITEMS AND CONDITIONS NOTED, DETAILED, OR OTHERWISE IDENTIFIED ON DRAWINGS ARE APPLICABLE AND BINDING TO SIMILAR CONDITIONS ON ALL DRAWINGS. FOR CONDITIONS NOT NOTED OR NOT DETAILED, PROVIDE MATERIALS OF EQUAL QUALITY AND PERFORMANCE TO OTHER

SIMILAR CONDITIONS ON THE JOB.

2. SECTIONS SHOWN ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE INDEXED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHOULD BE DIRECTED TO THE CONTRACTING OFFICER DURING THE BID PERIOD.

3. ALL CONSTRUCTION IS TO BE NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NOTES PERTAINING TO THEIR PARTICULAR DISCIPLINES. COORDINATE THE WORK OF ALL TRADES AND REPORT TO THE CONTRACTING OFFICER ANY PERCEIVED DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING SEQUENCES OF CONSTRUCTION AND MEANS AND METHODS FOR HOW TO PERFORM THE WORK REQUIRED IN THE CONTRACT

DOCUMENTS.

5. CONTRACTOR SHALL CAREFULLY REVIEW ALL EXISTING CONDITIONS AND DETERMINE THE MOST FEASIBLE SEQUENCE FOR PERFORMING THE

NEW WORK SOLE AS TO AVOID CONFLICTS IN THE FIELD.

6. ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE OF SAME MATERIAL AND FINISH AS AREAS OF SIMILAR USE

OR FUNCTION ELSEWHERE IN THE BUILDING.

7. WALL AND CEILING FINISHES SHALL INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND OTHER SIMILAR

ITEMS.

8. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, WINDOWS, DUCTS, FRAMES, LOUVERS, GRILLES, MECHANICAL WORK, ETC., SHALL FIT SNUGLY AND BE THOROUGHLY SEALED AROUND PERIMETERS. INSTALL FIRE SEALANT AROUND ALL PENETRATIONS THROUGH FLOORS, FIRE RATED WALLS AND SMOKE PARTITIONS IN ACCORDANCE WITH A UL LISTED ASSEMBLY. WORK AT EXTERIOR WALLS

SHALL BE FLASHED OR OTHERWISE WATERPROOF SEALED.

9. FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, STOREFRONT, DOORS, FRAMES, FIXTURES, MILLWORK AND ALL OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE AND INSTALL NECESSARY FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURES, FINISHES AND TRIM TO COMPLETE SUCH INSTALLATIONS. DIMENSIONS OF SUCH INSTALLATIONS SHALL BE CONSIDERED "NOMINAL". CONTRACTORS SHALL ACCOUNT FOR ALL MANUFACTURER'S REQUIRED TOLERANCES, CLEARANCES AND

SHIM SPACE TO ENSURE PROPER INSTALLATION OF THE NEW WORK.

10. IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT (TYPICALLY THE MORE COSTLY) REQUIREMENT SHALL APPLY. ITEMS DESCRIBED ON DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT AN RFI TO SEEK CLARIFICATION OF ANY PERCEIVED DISCREPANCY DURING BID PHASE.

11. WRITTEN INFORMATION ON DRAWINGS TAKES PRECEDENT OVER DRAWING LINES.

12. IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT CONTRACTING OFFICER . DO NOT SCALE DRAWINGS. ASSUMPTIONS MADE, OR ACTIONS TAKEN, BASED ON SCALED DIMENSIONS SHALL BE AT THE CONTRACTOR'S RISK AND ANY RESULTING CORRECTIONS SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

13. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER TRADES SHOWN THROUGHOUT THE COMPLETE SET OF CONTRACT DOCUMENTS. CHANGES RESULTING FROM A CONTRACTOR OR SUB-CONTRACTOR'S FAILURE TO OBTAIN AND REVIEW A COMPLETE SET OF CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. AT ALL CHANGES IN FLOOR FINISHES, PROVIDE AND INSTALL AN APPROPRIATE TRANSITION STRIP AS SHOWN ON THE DRAWINGS.

15. CONSULT HVAC AND ELECTRICAL DRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS AND PROVIDE NECESSARY

LINTELS, SUPPORT OR ANCHORING. IN COORDINATION WITH SHOP DRAWINGS.

16. ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, OR OTHER WALL-MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, MARKER AND TACKBOARDS, FIXTURES, SHELVING OR OTHER FURNISHING OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. WALL MOUNTED ITEMS ARE NOT TO BE INSTALLED ON, THROUGH, OR INTO, ANY EQUIPMENT OTHER THAN WALLS, UNLESS SPECIFICALLY NOTED OTHERWISE.

17. ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS, PULL STATIONS, EXIT SIGNS, OR OTHER DEVICES SHOWN DIAGRAMMATICALLY ON THE ARCHITECTURAL DRAWINGS SERVE TO ALERT CONTRACTORS OF THE PRESENCE OF SUCH DEVICES. CONSULT THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND ADVISE CONTRACTING OFFICER OF ANY PERCEIVED DISCREPANCY BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS REGARDING LOCATION OR TYPE OF DEVICES SHOWN PRIOR TO PREPARING SUBMITTALS.

18. ELECTRIC SWITCHES, THERMOSTATS OR OTHER ELECTRONIC CONTROLS IN THE SAME VICINITY SHALL BE MOUNTED AT THE SAME HEIGHT FROM

FLOOR (UNLESS NOTED OTHERWISE) IN A UNIFORM, ORDERLY FASHION.

19. SUBMITTAL REVIEW - THE CONTRACT DOCUMENTS PROVIDE SIZES, DIMENSIONS, PRODUCT REQUIREMENTS, ETC. CONTRACTOR SHALL VERIFY THAT SUBMITTALS ARE COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION. A/E REVIEW OF SUBMITTALS IS NOT FOR THE PURPOSE OF DETERMINING THAT SIZES, DIMENSIONS, ETC MATCH WHAT HAS ALREADY BEEN PROVIDED IN THE CONTRACT DOCUMENTS. ALL DEVIATIONS FROM WHAT IS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON THE SUBMITTAL OR OTHERWISE CLEARLY BROUGHT TO THE ATTENTION OF THE REVIEWER.