528A7-22-160_PHARM-ALT-FINAL SET_03-22-2022.pdf

DRAWINGS INDEX

SHEET NO. DRAWING TITLE

GENERAL

1. GI-001 COVER SHEET

ARCHITECTURAL

2. A-001 ARCHITECTURAL ABBREVIATIONS & SYMBOLS (NOT IN CONTRACT)

3. A-101 ARCHITECTURAL FLOOR PLANS & DETAILS (NOT IN CONTRACT)

4. A-501 ARCHITECTURAL DETAILS & SCHEDULES (NOT IN CONTRACT)

FIRE PROTECTION

5. FX-001 FIRE PROTECTION ABBREVIATIONS, SYMBOLS & DETAILS (NOT IN CONTRACT)

6. FX-101 FIRE PROTECTION FLOOR PLANS (NOT IN CONTRACT)

PLUMBING

7. PG-001 PLUMBING ABBREVIATIONS & SYMBOLS (NOT IN CONTRACT)

8. P-101 PLUMBING PLANS & DETAILS (NOT IN CONTRACT)

9. P-501 PLUMBING DETAILS (NOT IN CONTRACT)

MECHANICAL

10. MG-001 MECHANICAL ABBREVIATIONS, SYMBOLS & NOTES

11. MD-101 MECHANICAL DEMOLITION PLANS

12. M-101 MECHANICAL NEW WORK PLANS - 1ST FLOOR

13. M-102 MECHANICAL NEW WORK PLANS - 3RD FLOOR & 2ND FLOOR ROOF

14. M-103 MECHANICAL EXHAUST STACK STRUCTURAL DETAILS

15. M-104 MECHANICAL EXHAUST STACK ELEVATIONS

16. MG-501 MECHANICAL DETAILS

17. MG-601 MECHANICAL SCHEDULES

18. MI-701 CONTROLS DIAGRAMS (NOT IN CONTRACT)

19. MI-702 SEQUENCE OF OPERATIONS & CONTROL POINTS (NOT IN CONTRACT)

ELECTRICAL

20. EG-001 ELECTRICAL ABBREVIATIONS, SYMBOLS & NOTES (NOT IN CONTRACT)

21. E-101 ELECTRICAL DEMOLITION, POWER & LIGHTING PLANS (NOT IN CONTRACT)

22. E-102 ELECTRICAL POWER PLAN - 3RD FLOOR & 2ND FLOOR ROOF (NOT IN CONTRACT)

23. EG-501 ELECTRICAL DETAILS (NOT IN CONTRACT)

AREA OF WORK

1ST FLOOR

KEY PLAN 1ST FLOOR

SCALE: NONE

o n e e i g h t h i n c h o n e f o o t

B

A

C

D

E

F t h r e i c h e s e f o o t o a d o n e h a l f i n c h e e f o o t o c f o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

G e n e r a l A

C

O V

E R

S

H T d w g

GI-001

JDAM

COVER SHEET

N

AREA OF WORK

3RD FLOOR &

ROOF

KEY PLAN 3RD FLOOR & ROOF

SCALE: NONE

N

AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A7-22-160 VA MEDICAL CENTER BUILDING NO. 1 800 IRVING AVENUE SYRACUSE, NEW YORK 13210

AutoCAD SHX Text

SYRACUSE VAMC ALTER PHARMACY WAITING ROOM FOR ALTERNATE COMPOUNDING SUITE

ARCHITECTURAL ABBREVIATIONS

@ AT

∠ ANGLE

℄ CENTERLINE

[ CHANNEL

┴ PERPENDICULAR

⅊ PLATE

∅ ROUND/DIAMETER

AB ANCHOR BOLT

AFF ABOVE FINISH FLOOR

A/C AIR CONDITIONING

ACC ACCESSIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJACENT, ADJUSTABLE

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

AMP ACOUSTICAL METAL PANEL

ANNPNL ANNUNCIATOR PANEL

ANOD ANODIZED

ACT ACOUSTICAL CEILING TILE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

B/O BOTTOM OF

BE BAKED ON ENAMEL

BEV BEVELED

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT-UP ROOF

BW BOTH WAYS

CC CONTRACTOR SUPPLIED & INSTALLED

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

CAB CABINET

CH BD CHALKBOARD

CEM CEMENT

CLO CLOSET

CLG CEILING

CLR CLEAR

CMPST COMPOSITE

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONT'D CONTINUED

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARDREADER

CRS COLD ROLLED STEEL

CTG COATING

D DEPTH

DC DOOR CONTROL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DR DOOR

DEFL DEFLECTION

DIA DIAMETER

DIAG DIAGONAL

DIMEN DIMENSION

DISTR DISTRIBUTION

DL DEAD LOAD

DTL DETAIL

DWG DRAWING

EA EACH

EFTR EXISTING FINISH TO REMAIN

EJ EXPANSION JOINT

EP ELECTRIC PANEL

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC HOLD OPEN

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ESTIM ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST, (E) EXISTING

EXH EXHAUST

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FC FILE CABINET

FCU FAN COIL UNIT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FLG FLOORING

FO FINISHED OPENING

FP FIREPROOFING

F/O FACE OF

FAAP FIRE ALARM ANNUNCIATOR PANEL

FDN FOUNDATION

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FM FACTORY MUTUAL

FOW FACE OF WALL

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

PANEL

FRTW FIRE RETARDANT TREATED WOOD

FT FOOT/FEET

FTG FOOTING

FURG FURRING

FURN FURNISHED/FURNITURE

FWC FABRIC WALL COVERING

GB GRAB BAR

GC GENERAL CONTRACTOR

GCT GLAZED CERAMIC TILE

GA GAUGE GALV GALVANIZED

GL GLASS, GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HT HEIGHT

HC HOLLOW CORE

HM HOLLOW METAL

HCP HANDICAPPED

HDBD HARDBOARD

HDWD HARDWOOD

HDWR HARDWARE

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING / VENTILATING / AIR

CONDITIONING

ICB INTEGRAL COVE BASE

ID INSIDE DIAMETER

INCL INCLUDE(D) (-ING)

INSUL INSULATE(D) (-ION) (-ING)

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LGMF LIGHT GAUGE METAL FRAMING

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE(D) (-ION)

LT-GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MC METAL CEILING

MECH MECHANICAL

MET METAL(LIC)

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MMB MEMBRANE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MS

MTD MOUNTED

MTL METAL

MULL MULLION

MW MICROWAVE

NA, N/A NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OSU OHIO STATE UNIV. (TEST)

P&M PATCH & MATCH

PBD PARTICLE BOARD

PCP PORTLAND CEMENT PLASTER

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

PFW POLYPROPYLENE FABRIC WALL

COVERING

PL PLASTIC

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

P PAINT

PNTD PAINTED

PR PAIR

PREFAB PREFABRICATE(D)

PT PRESSURE TREATED

PTD PAPER TOWER DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCT RADIANT CEILING TILE

RD ROOF DRAIN

REF REFERENCE OR REFRIGERATOR

REINF REINFORCE

REQ'D REQUIRED

RESIL RESILIENT

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RF RAISED RUBBER FLOORING

RM ROOM

RO ROUGH OPENING

RST RESILIENT STAIR TREADS

RTF RESILIENT TILE FLOORING

RUB RUBBER

SC SOLID CORE

SD SOAP DISPENSER

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT SPEC

SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SSM SOLID SURFACE MATERIAL

STL STEEL

STD STANDARD

STRUCT STRUCTURAL

SUSP SUSPENDED

SYMM SYMMETRICAL

TREAD T T&G TONGUE & GROOVE

T/CONC TOP OF CONCRETE

T/D TOP OF DECK

T/O TOP OF

T/S, TOS TOP OF STEEL

T/W, TOW TOP OF WALL

TK BD TACK BOARD

TEL TELEPHONE

TMPD TEMPERED

TEMP TEMPERATURE, TEMPORARY

TERM TERMINAL

TER TERRAZZO

THK THICK(NESS)

THRES THRESHOLD

TPD TOILET PAPER DISPENSER

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC or U/C UNDERCUT

UC UNIVERSITY OF CALIFORNIA (TEST)

UL UNDERWRITER'S LABORATORIES (TEST)

UNO UNLESS NOTED OTHERWISE

UR URINAL

VAMC SYRACUSE VA MEDICAL CENTER

VB VINYL BASE

VC VA SUPPLIED & CONTRACTOR INSTALLED

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VSF VINYL SHEET FLOORING (WELDED SEAMS)

VV VA SUPPLIED & INSTALLED

VWC VINYL WALL COVERING

W WIDE

WC WATER CLOSET

WGL WIRE GLASS

WP WATERPROOF

WPT WORK POINT

WR WATER-REPELLENT/RESISTANT

WS WEATHER STRIP

WWF WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WDW WINDOW

WD WOOD

XFMR TRANSFORMER

ZA ZONE ALARM

ZVB ZONE VALVE BOX

1A

E

C

A

F

D

B

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

BOTH SIDES

W/3" BATT INSULATION

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

" METAL STUDS - 20 GA

AT 16" O.C.

2 LAYERS

" GWB - TYPE 'X'

BOTH SIDES

2HR FIRE-RATED

1 LAYER

" GWB LAMINATE

ADHERED TO EXISTING

PLASTER OR MASONRY

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

W/2" BATT INSULATION

8" CMU WALL

2 HR FIRE-RATED

UL TEST: U-618

DIRTT WALLS -

DEMOUNTABLE WALL

PARTITIONS

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

4"

WALL HEIGHT TYPES:

(LETTER DESIGNATION)

CLG CLG

STOP ALL

MATERIAL AT

CEILING

EXTEND ALL

MATERIAL TO

UNDERSIDE OF

STRUCTURE /

SLAB ABOVE

EXTEND GWB

MATERIAL ABOVE

CEILING & BRACE

STUDS AT

STRUCTURE ABOVE,

AS REQUIRED

STOP GWB ABOVE

CEILING ONE SIDE;

EXTEND ALL OTHER

MATERIALS TO

UNDERSIDE OF

STRUCTURE/SLAB

BULKHEAD

CONDITIONS VARY;

SEE DRAWINGS FOR

DETAILS. BRACE

STUDS AT

STRUCTURE ABOVE,

AS REQUIRED

CLG

CLG

VARIES

LOW WALL; SEE

DRAWINGS FOR

HEIGHTS

CLG

4"

2" RIGID OR MINERAL WOOL

R-10 INSULATION (SEE SPEC)

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

EXISTING PLASTER &

LATH WALL OR MASONRY

EXISTING PLASTER &

LATH WALL OR MASONRY

8" NOMINAL

WALL AND PARTITION TYPES:

(NUMBER DESIGNATION)

4"

EXISTING EXTERIOR WALL

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

BOTH SIDES

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

CLG

4"

RAIL- 6" METAL STUDS - 20 GA

"VERTICAL STUD - 20 GA

W/ 5/8" GWB - TYPE 'X' BOTH

SIDES

W/ 3

" BATT INSULATION

PLACE STAGGERED STUDS 2"

APART

2" O.C.

6" METAL STUDS -

20 GA AT 16" O.C.

" GWB - TYPE 'X'

BOTH SIDES.

W/ 3

" BATT

INSULATION

" METAL STUDS -

20 GA AT 16" O.C.

1 LAYER 5/8" GWB-TYPE 'X'

W/ 3

" BATT INSULATION

" METAL STUDS -

20 GA AT 16" O.C.

2 LAYERS

" GWB-TYPE 'X'

BOTH SIDES.

W/ 3 " BATT INSULATION

2 HR FIRE-RATED UL TEST:

U-419 STC = 56

6" CMU WALL

2 HR FIRE-RATED

UL TEST: U-263

6" NOMINAL

" CHANNEL FURRING

1 LAYER

" GWB

EXISTING PLASTER &

LATH WALL OR MASONRY

NOTE:

SYMBOL LIST SHOWN IS FOR GENERAL

REFERENCE ONLY. THE PRESENCE OF A

SYMBOL DOES NOT IMPLY ITS USE ON

THIS PROJECT. REFER TO THE DRAWINGS

FOR SPECIFIC SYMBOLS USED.

CONSTRUCTION LIMIT LINE

DEMOLITION LINE

ELEVATION INDICATOR OR DATUM

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING AND DOOR MARK NUMBER

TYPICAL DRAWING BLOCK OR DETAIL TITLE

ELEVATION INDICATOR; EXTERIOR

ELEVATION INDICATOR;

INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR;

INTERIOR, SINGLE VIEW

ARCHITECTURAL SYMBOLS

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

GRAPHIC SCALE;

" = 1'-0"

ROOM NAME AND NUMBER

CG

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE:

· NUMBER DESIGNATES WALL CONSTRUCTION TYPE

· LETTER DESIGNATES WALL HEIGHT

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION TO

BE REMOVED

NEW CONSTRUCTION

CONCRETE

RIGID INSULATION

BATT INSULATION

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED & INSTALLED

BUILDING SECTION OR SECTION INDICATOR

DETAIL INDICATOR

MATERIALS LEGEND

D2

A-512

D2

A-512

A-202

A2

10'-0"

A

C B

D

FEC

16'8'4'0

C9XX

D2

A-512

121212

EXISTING DOOR TO REMAIN: IN EXISTING PARTITION

EXISTING DOOR TO BE REMOVED: SEE REMOVAL PLAN

NEW DOOR IN NEW OR EXISTING PARTITION:

SEE DOOR SCHEDULE AND SPECIFICATIONS

C900

CORRIDOR

200 SF

SMOKE BARRIER

1 HR FIRE RATED BARRIER

2 HR FIRE RATED BARRIER

EXIT TRAVEL PATH

NEW SLIDING DOOR (BARN TYPE) AT DIRTT OR GWB

WALLS; SEE DOOR SCHEDULE AND SPECIFICATIONS

CEILING INFORMATION INDICATOR

8'-0"

ACT

CEILING TYPE

CEILING HEIGHT

CMU WALL

A-202

A2

A4

A-201

A4

A-201

A4

A-201

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

BOTH SIDES

W/3" BATT INSULATION

W/24" GLASS TRANSOM AT

X'-X" AFF

DRAWING BLOCK TITLE

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

A-101

DETAIL NUMBER

WHERE DRAWN

NOTE: PROVIDE

" TILE BACKER BOARD IN

LIEU OF GWB IN SPACES WITH TILED WALLS

" METAL STUDS -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

METAL STUD AND GWB WALL GENERAL NOTE:

USE ONE (1) LAYER OF

" TYPE 'X' MOLD-RESISTANT

GWB WITHIN 5'-0" OF ANY SINK, DRINKING FOUNTAIN

OR BOTTLE FILL STATION EXCEPT IN RESTROOMS

WHERE TILE BACKER BOARD IS BEING USED.

CLG

4"

VARIES

SEE PLANS

G

SOFFIT SIZE &

CONDITIONS VARY;

SEE DRAWINGS

FOR DETAILS.

BRACE STUDS AT

STRUCTURE

ABOVE, AS

REQUIRED

V A

R I E

S

1A o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o l f i n c h e o t o n e i n c e f o o t t h r q u a r t e r s i n o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

A r c h i t e c t u r a l A

A

R C

H A

L L d w g

NOT IN CONTRACT-REFERENCE ONLY

A-001

JDAM / DJ

ARCHITECTURAL ABBREVIATIONS &

SYMBOLS

N

A

C105

PHARMACY WAITING

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

24'-1" (REF)

R

E F

6'-2" (REF)

4'-2

" (REF)

7'-6" (REF)

R

E F

6'-3" (REF)

R

E F

R

E F

R

E F

R2

R5

R5

R5

R5 R5

R5

R5

R3

R4

R6

R5

R5

17'-10" (REF)

R1

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

C105C

HAZ MIX

65 SF

C105

ENTRY

121 SF

C105B

ANTE ROOM

64 SF

C105D

NON-HAZ MIX

71 SF

C105A

GARB

41 SF

10'-2"

6'-11

" (REF)

R

E F

R

E F

ALIGN

A L

I G

N

A L

I G

N

ALIGN

C105

C105C

C105B

C105A

C105D

1A

6A

6A

6A

1A

6A

6A

6'-2" (REF)

11'-3

" (REF)

B140

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

C105C

HAZ MIX

65 SF

C105

ENTRY

121 SF

C105B

ANTE ROOM

64 SF

C105D

NON-HAZ MIX

71 SF

C105A

GARB

41 SF

EXISTING 2x4 CEILING

GRID TO REMAIN

7'-5"

GWB-1

7'-5"

GWB-1

7'-5"

GWB-1

7'-5"

ACT-1

7'-5"

ACT-1

PA

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

C105C

HAZ MIX

65 SF

C105

ENTRY

121 SF

C105B

ANTE ROOM

64 SF

C105D

NON-HAZ MIX

71 SF

C105A

GARB

41 SF

LAMINAR FLOW

CLASS II

A2 HOOD

CLASS II

B2

HOOD

B E

N C

H

C A

R T

SINK &

EYEWASH

COAT

HOOKS

SEAL GAP BETWEEN HOOD

AND WALL, SEE FINISH

AND LAYOUT NOTE 2

GENERAL ARCHITECTURAL DRAWING NOTES:

1. FOLLOW ALL INFECTION CONTROL PROCEDURES AND TEMPORARY CONSTRUCTION

DEFINED IN PROJECT SPECIFICATION & VA APPROVED ICRA.

2. NEGATIVE PRESSURE MUST BE MAINTAINED 24/7 IN EACH ACTIVE WORK AREA.

3. NO STORAGE IS ACCEPTABLE IN CORRIDORS. ALL MATERIALS MUST BE CONTAINED

IN THE ACTIVE WORK AREA.

4. PROVIDE WALK OFF MATS BY EACH DOOR OUTSIDE EACH ROOM IDENTIFIED AS A

CONSTRUCTION AREA FOR THE DURATION OF THE PROJECT. WALK-OFF MATS

SHALL BE CHANGED WHEN THEY BECOME VISIBLY SOILED OR WHEN REQUESTED

BY THE VAMC COR.

5. ALL EQUIPMENT, CARTS, ETC. MUST BE WIPED DOWN PRIOR TO ENTRY. ONCE IN

AREA CARTS SHOULD BE WIPED DOWN PRIOR TO BE TAKEN OUTSIDE OF THE

CONSTRUCTION AREA.THIS SHALL INCLUDE ALL EQUIPMENT AND CART WHEELS.

6. PROVIDE THOROUGH CLEANING FOLLOWING EACH WORK DAY. ENSURE THE

PROJECT SITE IS CLEANED REGULARLY THROUGHOUT THE WORKING DAY.

7. VERIFY ALL EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF ALL

NEW WORK WITH THE EXISTING CONDITIONS.

8. ALL WORK IS BEING DONE ADJACENT TO, AND ABOVE, OCCUPIED SPACE. TAKE

EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM

THE CONSTRUCTION AREA TO THOSE SPACES.

9. TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED

SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH VAMC

COR PRIOR TO BEGINNING WORK, AND MODIFIED AS NEEDED DEPENDENT ON

PATIENT COMFORT AND TREATMENT.

10. PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF

EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED

SMOOTH & FINISHED TO MATCH ADJACENT SURFACE.

11. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND

PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. COORDINATE

CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH

COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

12. COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

13. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL

PROTECTION FOR POLLUTION CONTROL & HAZARDOUS MATERIALS.

14. ALL EXISTING OR NEW PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED

WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND PROCEDURES.

15. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

16. LOCATE ALL NEW DOORS 5" MINIMUM FROM INSIDE CORNER OR SURFACE UNLESS

NOTED OTHERWISE.

17. PROVIDE NON-COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR

PROPER INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL

CABINETRY, FIXTURES, ETC.

18. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR

OTHER INFORMATION.

19. ALL NEW CORRIDOR WALLS MUST HAVE THE SAME FIRE/SMOKE RATING AS THE

WALL THEY ARE MEETING. ALL NEW CORRIDOR WALLS SHALL BE CONSTRUCTED

OF THE SAME MATERIAL THAT THEY ABUT.

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

A r c h i t e c t u r a l A

A

R C

H A

L L d w g

NOT IN CONTRACT-REFERENCE ONLY

A-101

JDAM / DJ

ARCHITECTURAL FLOOR PLANS &

DETAILS

N N N

N

ARCHITECTURAL FLOOR PLAN KEYED NOTES:

PATCH EXISTING WALLS AS REQUIRED TO MATCH ADJACENT EXISTING OR NEW WALLS

AND FINISHES. REFER TO FINISHES PLAN, COORDINATE WITH VAMC COR.

INFILL EXISTING REMOVED DOOR WALL OPENING WITH MINIMUM 20 GA. METAL FRAMING

AND

" GYPSUM WALLBOARD. REFER TO ARCHITECTURAL DEMOLITION PLAN AD-101.

MAINTAIN EXISTING WALL FIRE RATING AS REQUIRED. COORDINATE WITH VAMC COR.

OPEN UP EXISTING WALL AS REQUIRED TO INSTALL WALL BLOCKING FOR INSTALLATION

OF NEW WALL-MOUNTED SINK WITH SANITARY AND WATER SUPPLIES AND EYEWASH

BRACKET. COORDINATE WITH VAMC COR AND PLUMBING TRADE.

CEILING PLAN GENERAL NOTES:

1. NO TILE SHALL BE LESS THAN 50% OF THE WIDTH OF A TILE ALONG THE WALL.

2. IN AREAS OF NEW PARTITION WORK WITHIN EXISTING BUILDING: MODIFY EXISTING

GRID AND CEILING TILES AT INTERSECTIONS WITH NEW PARTITIONS. CUT EXISTING

GRID AND CEILING TILES AS NECESSARY TO ACCOMMODATE NEW WORK. PROVIDE

NEW CEILING EDGE TRIM AND RELATED COMPONENTS AS NEEDED TO MATCH AND

COMPLETE EXISTING SYSTEM.

3. IN AREAS OF NEW CEILING WORK WITHIN EXISTING BUILDING: CONTINUE EXISTING

GRID AND CEILING TILES AS SHOWN. USE EXISTING GRID AND TILES FROM AREAS TO

BE REMOVED OR PROVIDE NEW TO MATCH EXISTING. ALIGN NEW GRID WITH EXISTING.

4. PROVIDE CAULK BETWEEN WALL AND CEILING GRID.

5. IF NECESSARY, RELOCATED SPRINKLER HEADS TO BE LOCATED IN THE CENTER OF

THE GRIDS.

6. CEILING GRID SHALL BE INSTALLED PER ASTM C636 / C636M, "STANDARD PRACTICE

FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE

AND LAY-IN PANELS".

DEMOLITION / REMOVALS KEYED NOTES:

REMOVE MASONRY, PLASTER AND/OR DRYWALL/FRAME SYSTEM AND WINDOW FRAME

AND GLAZING. PATCH/REPAIR ANY FLOOR AND/OR CEILING SUBSTRATE DAMAGED BY

REMOVAL. PREPARE EXISTING SUBSTRATE TO REMAIN TO RECEIVE NEW FINISH WORK.

INFILL SLAB WITH CONCRETE TO FLUSH WITH EXISTING. ALL WALL MOUNTED

ACCESSORIES SHALL BE REMOVED. CONSULT WITH VAMC COR PRIOR TO REMOVAL TO

DETERMINE WHAT ACCESSORIES TO SALVAGE.

REMOVE DOOR, HOLLOW METAL DOOR FRAME, HARDWARE AND ALL ASSOCIATED

FASTENERS IN THEIR ENTIRETY. INFILL CONC SLAB TO BE LEVEL WITH ADJACENT FLOOR

SURFACES. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL OF EXISTING

DOOR. PREPARE WALLS TO RECEIVE NEW FINISH WORK. COORDINATE DOOR REMOVAL

AND REPLACEMENT WITH VAMC COR.

REMOVE EXISTING FLOORING, UNDERLAYMENT, ADHESIVE, VCT AND MASTIC FROM FLOOR

SUBSTRATE, REMOVE WALL BASE AND ANY ADHESIVES OR RESIDUE. PATCH AND REPAIR

ANY DAMAGE ASSOCIATED WITH REMOVALS AND PREPARE EXISTING SUBSTRATE TO

RECEIVE NEW FINISH WORK.

REMOVE ACOUSTICAL CEILING TILE CEILING, ASSOCIATED GRID AND SUPPORT HANGERS.

PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL. PREPARE WALLS TO

RECEIVE NEW FINISH WORK AT ANY EXISTING WALLS THAT ARE TO REMAIN.

WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES AND FINISHES SHALL BE REMOVED

AND DISPOSED OF. CONSULT WITH VAMC COR PRIOR TO REMOVAL TO DETERMINE WHAT

ACCESSORIES TO SALVAGE.

REMOVE EXISTING SOLID SURFACE COUNTER AND SUPPORT SYSTEM AT TRANSACTION

WINDOW. TRANSACTION WINDOW, INTERIOR COUNTER AND PASS-THROUGH BOX TO

REMAIN. PATCH AND REPAIR WALL AS REQUIRED.

R1

R2

R3

R4

R5

R6

GENERAL DEMOLITION AND REMOVAL NOTES:

1. THE DEMOLITION AND ALTERATION NOTES ON THIS PLAN SHALL NOT BE DEEMED TO

BE ALL-INCLUSIVE. PRIOR TO THE START OF DEMOLITION INSPECT AND ASSESS

EACH AREA TO FULFILL THE DESIGN INTENT OF THE WORK INDICATED BY THE

PROJECT DOCUMENTS.

2. VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE PROJECT LIMITS AND NOTIFY

THE VAMC COR IMMEDIATELY OF ANY DEVIATION FROM PROJECT DOCUMENTS

NECESSITATED BY FIELD CONDITIONS OR ITEMS NOT COVERED.

3. DASHED LINES ON DEMOLITION PLANS REPRESENT WALLS, DOORS, SOFFITS,

CEILINGS, CASEWORK, ETC. TO BE REMOVED.

4. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH, MATCH SURFACES DISTURBED

BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES. PROVIDE PATCHING TO

MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES, COURSING OF

MASONRY AND OTHER CHARACTERISTICS. PATCH SURFACES TO COMPLY WITH FIRE

RATINGS, SMOKE-TIGHT RATINGS, ACOUSTICAL CRITERIA AND OTHER

PERFORMANCE CRITERIA INDICATED. PREPARE SURFACES AS NECESSARY TO

PROVIDE A PROPER SUBSTRATE FOR SPECIFIED FINISH. REFINISH ENTIRE SURFACE

CORNER TO CORNER TO PROVIDE AN EVEN FINISH. ALL WORK SHALL REFLECT

HIGHEST LEVEL OF INDUSTRY STANDARDS FOR EACH TRADE.

5. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND ACCEPTABLE MANNER TO

ALL AUTHORITIES HAVING JURISDICTION AND THE SYRACUSE VAMC. A FIRE WATCH

SHALL BE PROVIDED AS REQUIRED BY SYRACUSE VAMC AND APPLICABLE CODES.

6. PROVIDE TEMPORARY FIRE-RATED BARRIERS/DUST PROTECTION AS REQUIRED BY

CONSTRUCTION RISK ASSESSMENT AND ILSM. REVIEW LOCATIONS OF TEMPORARY

PARTITIONS/DUST PROTECTION WITH VAMC COR PRIOR TO START OF WORK.

7. HAZARDOUS MATERIAL NOTE: STOP WORK AND INFORM VAMC COR IMMEDIATELY OF

ANY HAZARDOUS MATERIAL ENCOUNTERED OR THOUGHT TO BE HAZARDOUS. VAMC

COR SHALL INSTRUCT ON HOW TO PROCEED.

8. ALL WORK SHALL BE DONE IN PROTECTED SPACE. NO DUST, DIRT OR LIQUID SHALL

TRAVEL FROM CONSTRUCTION AREA TO ADJACENT AREAS. TEMPORARY ICRA

PARTITIONS SHALL BE ERECTED PRIOR TO COMMENCING WORK.

9. PRIOR TO ANY DEMOLITION, COORDINATE BRACING AND MAINTAIN THE STRUCTURAL

INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING AND ITS SYSTEMS AS

REQUIRED.

10. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL

PROTECTION FOR POLLUTION CONTROL. THOROUGHLY CLEAN ADJACENT AREAS OF

DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION WORK. BEFORE NEW WORK

BEGINS, RETURN ADJACENT AREAS TO CONDITION FOUND PRIOR TO START OF

DEMOLITION WORK.

11. REVIEW ALL ITEMS TO BE DEMOLISHED WITH VAMC COR TO IDENTIFY ANY ITEMS TO

BE SALVAGED PRIOR TO START OF DEMOLITION.

12. PREPARE FLOOR SLABS AS ONE CONTINUOUS SLAB WITH NO COLD JOINTS SO

FINISH FLOORS ARE FLUSH WITH EACH OTHER AND PREPARED TO ACCEPT NEW

FINISH. FLOOR SLAB TO BE FLUSH AND CONTINUOUS THROUGHOUT AND

COMPLETED PRIOR TO WALL INSTALLATION.

13. MAINTAIN ACCESS TO EXITS AND EXIT STAIRS AT ALL TIMES. FIRE ALARM AND

SMOKE DETECTION SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES. PROTECT

SMOKE DETECTORS AS REQUIRED AND IN CONFORMANCE WITH CODES AND LOCAL

AUTHORITIES HAVING JURISDICTION.

14. PRIOR TO DEMOLITION, PERFORM A THOROUGH ABOVE-CEILING INSPECTION FOR

EXISTING SERVICES THAT ARE TO REMAIN AND NOTIFY VAMC COR IMMEDIATELY OF

ANY CONFLICTS WITH INSTALLATION OF NEW WORK.

15. MAINTAIN 60" MINIMUM CLEARANCE AT ALL CORRIDORS AT ANY GIVEN TIME.

16. ENSURE THAT THE SMOKE AND FIRE BARRIER IS FULLY MAINTAINED THROUGHOUT

THE DURATION OF THE PROJECT. THIS IS TO INCLUDE FILLING ANY EXISTING

OPENINGS WITHIN THE SMOKE AND FIRE BARRIER.

EQ

EQ

2'x4' SUSPENDED ACOUSTIC CEILING

SUSPENDED ACOUSTIC CEILING

(W/FALSE JOINT)

2'x2' SUSPENDED ACOUSTIC CEILING

GWB CEILING; SEE DETAIL

SUPPLY AIR DIFFUSER

RETURN OR EXHAUST AIR GRILLE

NEW CEILING PENDANT SPRINKLER HEAD

FIRE ALARM SMOKE DETECTOR

CAN (RECESSED & SEMI-RECESSED)

LIGHT FIXTURES

LED LIGHT FIXTURE (2'x2')

SUSPENDED FLUORESCENT OR

LED LIGHT FIXTURE

SUSPENDED LIGHT FIXTURE

BELOW CEILING

LAYOUT INSTRUCTIONS:

EQ = EQUAL SPACES

OCCUPANCY / MOTION SENSOR

CEILING LEGEND

L3

LED LIGHT FIXTURE (2'x2')

NIGHT LIGHT (NL), LIFE SAFETY (LS)

OR EMERGENCY (E) CIRCUIT

LED LIGHT FIXTURE (2'x4')

WIRELESS ACCESS POINT (WAP)

UPRIGHT OR EXISTING SPRINKLER HEAD

EXIT SIGN

P.A. SPEAKER

WAP

PA

M

L1

L2

L1

LS

FINISHES & LAYOUT PLAN GENERAL NOTES:

1. REFER TO MATERIALS LEGEND AND FINISH SCHEDULE ON A-501 FOR ROOM FINISHES.

2. FABRICATE AND INSTALL TRIM PIECE TO INSTALL AT FINISHED WALL AND CLASS II B2

HOOD IN ROOM C105C TO FILL GAP BETWEEN WALL AND HOOD. SEAL TRIM AT WALL

WITH CAULK. COORDINATE WITH VAMC PROJECT COR.

ARCHITECTURAL DEMOLITION FLOOR PLAN

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

ARCHITECTURAL FLOOR PLAN

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

REFLECTED CEILING PLAN

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

FINISHES & LAYOUT FLOOR PLAN

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

SUSPENDED DRYWALL CEILING (TYPE GWB-1)

WITH CROSS CHANNEL

SCALE: NONE

ROOM DATA

SCALE: NONE

AutoCAD SHX Text

MAIN TEE SPLICE

AutoCAD SHX Text

FIRE EXPANSION NOTCH

AutoCAD SHX Text

CROSS CHANNEL

AutoCAD SHX Text

GYPSUM PANEL

AutoCAD SHX Text

MAIN TEE

AutoCAD SHX Text

12 GA. HANGER WIRE

DRYWALL SCREW (TYP)

5"

TYPE 'B' DOOR

ARMOR PLATE IF

SPECIFIED (SEE

DOOR SCHEDULE)

WSF-1; MANNINGTON MERSTICK 725 COVE STICK

FRP-1; WALL PROTECTION FRP PANEL FROM

SUB-FLOOR TO CEILING

(ROOM C105C & C105D, SEE FINISH SCHEDULE)

WSF-1; MANNINGTON 022 COVE CAP

WSF-1 FLOOR SYSTEM

(SEE FINISH SCHEDULE)

SUB-FLOOR

GWB-1; METAL STUD & GWB WALL (TYP)

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r c h e e f o o t o d o n e h a l f i n c h e e f o o t o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

A r c h i t e c t u r a l A

A

R C

H A

L L d w g

NOT IN CONTRACT-REFERENCE ONLY

A-501

JDAM / DJ

ARCHITECTURAL DETAILS &

SCHEDULES

DOOR SCHEDULE

SCALE: NONE

DOOR TYPE LEGEND

SCALE: NONE

PARTITION FRAMING FOR DOORS

SCALE: NONE

FINISH SCHEDULE

SCALE: NONE

MATERIALS LEGEND

SCALE: NONE

DOOR HEAD & JAMB DETAILS

SCALE: NONE

WSF-1 FLOOR COVE BASE DETAIL

SCALE: NONE

AutoCAD SHX Text NOTE 1: OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2'-0" [610mm] FOR GYP. WALLBD. OR 16" [400mm] FOR PLASTER PARTITION.

AutoCAD SHX Text [152mm]

AutoCAD SHX Text

%%USECTION B

AutoCAD SHX Text VERTICAL STUDS @ 2'-0" [610mm] MAX. W/GYPSUM WALLBD. 1'-4" [406mm] W/GYPSUM LATH & PLASTER DOUBLE STUDS FOR SUPPORTING CONC. BACKER BOARD.

AutoCAD SHX Text PROVIDE CONTINUOUS BRACING WHEN STUDS EXCEED 10'-0" [3048mm] & ARE FINISHED BOTH SIDES

AutoCAD SHX Text

JAMB ANCHOR CLIPS 3 PER SIDE-COORDINATE W/HINGE REINFORCEMENT.

AutoCAD SHX Text

DETAIL D

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text 12" [13mm] CONSTRUCTION JOINT

AutoCAD SHX Text

RUNNER BTWN STUDS

AutoCAD SHX Text

SEE DOOR SCHEDULE

AutoCAD SHX Text

SHIM AS REQ'D.

AutoCAD SHX Text

SEC. B

AutoCAD SHX Text

GYPSUM WALLBD. PANELS

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

ISOMETRIC OF CONSTR. JT.

AutoCAD SHX Text

ELEVATION AT DOOR FRAME

AutoCAD SHX Text

PROVIDE SOUND DEADENING WHERE REQ'D

AutoCAD SHX Text

SANITARY STOP

AutoCAD SHX Text

METAL DOOR FRAME

AutoCAD SHX Text

METAL ANCHOR CLIP

AutoCAD SHX Text

SHIM AS REQ'D.

AutoCAD SHX Text

DETAIL C

AutoCAD SHX Text [13mm]

AutoCAD SHX Text

JAMB ANCHOR

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

DOUBLE STUDS

AutoCAD SHX Text

DETAIL C

AutoCAD SHX Text

JAMB ANCHORS (FURNISHED WITH FRAME) DETAIL D

AutoCAD SHX Text

MET. DOOR FRAME

AutoCAD SHX Text 12" [13mm]

AutoCAD SHX Text [13mm]

AutoCAD SHX Text

CRIPPLE STUD; DO NOT ANCHOR TO BEARING STUD

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text [19mm]

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

STUD

AutoCAD SHX Text

MINUS 3/16"

AutoCAD SHX Text [5mm]

AutoCAD SHX Text

JAMB DEPTH

AutoCAD SHX Text

3/4" MIN.

AutoCAD SHX Text [19mm]

AutoCAD SHX Text

3/4" MIN.

AutoCAD SHX Text [19mm]

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

STUD

AutoCAD SHX Text

FRAME FACE

AutoCAD SHX Text

MINUS 3/16

AutoCAD SHX Text [5mm]

AutoCAD SHX Text

MINUS 3/16

AutoCAD SHX Text

FRAME FACE

AutoCAD SHX Text [5mm]

AutoCAD SHX Text 12"MIN. [13mm]

AutoCAD SHX Text 5/8"MAX. [16mm]

AutoCAD SHX Text

3/4" MIN.

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

UNO

AutoCAD SHX Text

AS SCHED

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text `8"

AutoCAD SHX Text 2"

AutoCAD SHX Text `8"

AutoCAD SHX Text `8"

AutoCAD SHX Text `8"

AutoCAD SHX Text

MTL STUDS SINGLE OR DOUBLE LAYER & GWB PER PARTITION SCHEDULE

AutoCAD SHX Text

CERAMIC TILE FINISH WHERE REQUIRED

AutoCAD SHX Text

CORNER PTN WHERE APPLICABLE

AutoCAD SHX Text

DOUBLE STUD SEALANT (TYP)

AutoCAD SHX Text

HM FRAME W/MIN 3 ANCHORS PER JAMB

AutoCAD SHX Text

HEAD-FRAME

AutoCAD SHX Text

JAMB-FRAME

AutoCAD SHX Text AT DOOR FRAME UNITS WIDER THAN 5'-0", PROVIDE & INSTALL 18 GA. FLAT STRAP X-BRACING FROM JACK STUDS

AutoCAD SHX Text

SEE PTN TYPES FOR THROAT DIM

SEE PTN TYPES FOR THROAT DIM

F F

TAMPER SWITCH

CHECK VALVE

SPRINKLER DRAIN PIPING

FIRE PROTECTION PIPING MAIN

GROUND FACE UNION OR FLANGES

PRESSURE GAUGE

FIRE PROTECTION LEGEND

ISOLATION VALVE

INSPECTORS TEST FITTING

RECESSED PENDENT SPRINKLER HEAD-NEW

SPRINKLER HEAD TO REMAIN-EXISTING

SIDEWALL SPRINKLER HEAD

WATERFLOW SWITCH

ABV CLG ABOVE THIS CEILING

AFF ABOVE FINISHED FLOOR

BLW FLR BELOW THIS FLOOR

BOP BOTTOM OF PIPE

BOS BOTTOM OF STEEL

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DN DOWN

(E), EXIST EXISTING

EC ELECTRICAL CONTRACTOR

FC FIRE PROTECTION CONTRACTOR

FDC FIRE DEPARTMENT CONNECTION

FHC FIRE HOSE CABINET

FHV FIRE HOSE VALVE

FLR FLOOR

FP FIRE PROTECTION

GC GENERAL CONTRACTOR

INV INVERT

MAX MAXIMUM

MIN MINIMUM

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

PC PLUMBING CONTRACTOR

R RISER / RADIUS

SP STANDPIPE

SPKLR SPRINKLER

TOP TOP OF PIPE

TOS TOP OF STEEL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

VAMC SYRACUSE VA MEDICAL CENTER

VIF VERIFY IN FIELD

EXISTING PIPING TO BE REMOVED

EXISTING FIRE PROTECTION PIPING

SPRINKLER HEAD TO BE REMOVED

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE BARRIER

AREA OF WORK BOUNDARY

1. FIRE PROTECTION SPRINKLER INSTALLATION SHALL MEET THE REQUIREMENTS OF THE

FOLLOWING:

NFPA 13 AND 14, 2019 EDITION AND NFPA 101 2018 EDITION.

LOCAL AND STATE REGULATIONS AND IBC 2018 EDITION.

DVA FIRE PROTECTION DESIGN MANUAL; SEVENTH EDITION; REVISED DECEMBER, 2015.

2. SPRINKLERS SHALL BE FM APPROVED QUICK RESPONSE IN ALL AREAS EXCEPT WHERE

SPECIFICALLY PROHIBITED, IN COMPLIANCE WITH VA GUIDELINES AND NFPA REQUIREMENTS.

3. SPRINKLERS THROUGHOUT THE BUILDING TO BE ORDINARY TEMPERATURE RATED.

4. SPRINKLER PIPE SIZES AND SPRINKLER HEAD LOCATIONS SHALL BE HYDRAULICALLY

CALCULATED. SPRINKLER HEADS INDICATED ON DRAWINGS ARE FOR DESIGN COORDINATION AND

BUDGETARY PRICING ONLY.

5. PIPE HANGERS INCLUDING SEISMIC PROTECTION TO BE INSTALLED AS REQUIRED BY NFPA FOR

SUPPORTING SPRINKLER PIPING. NO OTHER PIPING AND/OR DEVICES ARE TO BE ATTACHED TO

THE SPRINKLER PIPE.

6. PIPING SHALL NOT BE LOCATED IN ANY ELECTRICAL ROOMS/CLOSETS OR TELECOMMUNICATION

ROOMS/CLOSETS UNLESS THOSE PIPES SERVE ONLY THAT SPACE.

7. ALL SPRINKLER PIPE TO MAINTAIN A 6'-0" MIN VERTICAL CLEARANCE FROM TOP OF ELECTRICAL

CONTROL PANELS AND SWITCHGEARS/TRANSFORMERS.

8. PROVIDE SPRINKLER ZONE FLOOR CONTROL VALVE ASSEMBLY CONSISTING OF CONTROL VALVE, CHECK VALVE, FLOW SWITCH, TAMPER SWITCH, SELF-CONTAINED TEST AND DRAIN ASSEMBLY

AND PRESSURE GAGE, ON THE SPRINKLER MAIN BRANCH SERVING EACH FLOOR.

9. INSTALL PIPING SO THAT VALVES ARE ACCESSIBLE AND STEMS EXTEND VERTICALLY UP. ALL

CONTROL VALVES SHALL BE EQUIPPED WITH TAMPER SWITCHES.

10. ALL WATER FLOW SWITCHES MUST BE ISOLATED BY MEANS OF A FITTING OR UNION ON BOTH

SIDE TO FACILITATE REMOVAL AND SERVICE OF THE FLOW SWITCH.

11. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE QUANTITY OF SPRINKLER HEADS AS

REQUIRED TO MAINTAIN THE MINIMUM COVERAGE REQUIRED BY NFPA 13 IN ALL AREAS OF THE

BUILDING.

12. FIRE PROTECTION CONTRACTOR SHALL INSPECT ALL EXISTING FIRE PROTECTION MAINS TO BE

REUSED AND REPLACE ANY THAT ARE DAMAGED, CORRODED OR OTHERWISE COMPROMISED.

COORDINATE ANY FINDINGS WITH THE COR.

13. COORDINATE THE EXACT LOCATION OF ALL SPRINKLER HEADS, PIPING, EQUIPMENT AND DEVICES

WITH ARCHITECTURAL DRAWINGS AND THE RESPECTIVE DRAWINGS OF PIPING, DUCTWORK,

DIFFUSERS, BEAMS, LIGHTS, ETC. THIS CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF

THESE COMPONENTS IN THE FIELD AND DOCUMENT ON THEIR SUBMITTALS.

14. PROVIDE COMPLETE AND FUNCTIONAL FIRE PROTECTION SYSTEMS FOR THE PROJECT. THE

SYSTEMS SHALL CONFORM TO THE SPECIFICATIONS AND AS SHOWN ON DRAWINGS. ITEMS OR

WORK NOT SHOWN OR SPECIFIED, BUT REQUIRED FOR COMPLETE SYSTEMS, SHALL BE PROVIDED

AND CONFORM TO ACCEPTED TRADE PRACTICES. THE DRAWINGS AND SPECIFICATIONS ARE

PRESENTED TO DEFINE SPECIFIC SYSTEM REQUIREMENTS AND SERVE TO EXPAND ON THE

PRIMARY CONTRACT REQUIREMENTS OF PROVIDING COMPLETE SYSTEMS. THE DRAWINGS ARE

DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT AND ROUTING OF THE SYSTEMS

INCLUDED IN THIS CONTRACTORS WORK.

15. THESE DRAWINGS WERE PREPARED FROM INFORMATION TAKEN FROM THE ORIGINAL BUILDING

DRAWINGS AND FIELD SURVEY INFORMATION COMPILED BY THE ENGINEERING DESIGN TEAM FOR

THE PURPOSE OF ENGINEERING DESIGN CONCEPT. EXISTING CONDITIONS ARE SHOWN AS

ACCURATELY AS POSSIBLE. THERE IS THE POSSIBILITY THAT CONDITIONS SHOWN ARE NOT

EXACTLY AS EXISTING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, LOCATIONS, SIZES AND CONDITIONS AT THE SITE AND DOUMENT THAT ON THEIR SUBMITTALS.

16. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS, INCLUDING THOSE WHICH MAY BE ISSUED BY THE OWNER, ARE BEING OBSERVED, PARTICULARLY

WORKPLACE SAFETY AND THE CONDUCT OF ALL THOSE EMPLOYED DIRECTLY AND INDIRECTLY BY

HIM ON THE PREMISES, AND THE OWNER'S EMPLOYEES WHO MAY BE IMPACTED OR AFFECTED BY

CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL INSTALL SIGNAGE, BARRIERS, AND OTHER

MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE

COORDINATED WITH THE OWNER AND HIS ONGOING OPERATIONS AND WILL PROMPTLY BE

RESTORED WHEN WORK IN A PARTICULAR AREA HAS BEEN COMPLETED.

17. CONTRACTOR SHALL MAKE ALL NECESSARY SUBMISSIONS AND OBTAIN ALL NECESSARY PERMITS

AND APPROVALS PRIOR TO STARTING FABRICATION AND CONSTRUCTION.

FIRE PROTECTION GENERAL NOTES

1. SYSTEM TYPE: WET PIPE

2. SPRINKLER HEAD SPACING AND PIPE SIZING SHALL BE:

a. TOILET ROOMS, TESTING AND OFFICE AREAS; LIGHT HAZARD (0.10 GPM/SQ.FT. OVER 1500

SQ.FT, 225 SQ.FT. PER SPRINKLER HEAD)

b. STORAGE ROOMS; ORDINARY GROUP II HAZARD (0.20 GPM/SQ.FT. OVER 1500 SQ.FT, 130 SQ.FT.

PER SPRINKLER HEAD)

3. PROVIDE FOR AN ADDITIONAL WATER ALLOWANCE OF 250 GPM FOR INSIDE AND OUTSIDE HOSE

STREAMS TO THE SPRINKLER HYDRAULIC REQUIREMENTS.

4. THE CALCULATED DEMAND INCLUDING HOSE STREAM REQUIREMENTS SHALL FALL NO LESS THAN

10 PERCENT BELOW THE AVAILABLE WATER SUPPLY.

5. SYSTEM SHALL BE DESIGNED ON A HYDRAULICALLY CALCULATED BASIS UTILIZING THE AREA

DENSITY METHOD PER NFPA 13 BY THE SPRINKLER CONTRACTOR. CALCULATIONS AND SHOP

DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE

STATE OF NEW YORK.

6. SPRINKLER PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATIONS BASED ON EXISTING

FIRE PUMP HYDRAULIC FLOW TEST DATA (SEE VAMC-SYRACUSE FMS TO VERIFY MOST CURRENT

PUMP TEST DATA PRIOR TO START OF WORK):

DATE: JUNE 18, 2021

· SUCTION PRESSURE: 40 PSIG

· DISCHARGE PRESSURE: 170 PSIG

· MEASURED NET PRESSURE: 130 PSIG

· NET PRESSURE AT RATED RPM: 127.8 PSIG

· OBSERVED FLOW: 1004 GPM

· FLOW AT RATED RPM: 995.3 GPM

FIRE PROTECTION DESIGN CRITERIA

PROVIDE SUPPORT IF

ARM EXCEEDS 24"

SPRINKLER HEAD TO

BOTTOM OF DECK

PER

NFPA-13

F I E

L D

M E

A S

U R

E

BRANCH LINE

1"

QUICK RESPONSE

RECESSED

SPRINKLER HEAD

BRANCH LINE

F I E

L D

M E

A S

U R

E

CEILING

REDUCER 1" x

1"

REDUCER

1" x

FHC

FIRE HOSE CABINET

FS

TS

TYPICAL DROP PENDANT SPRINKLER DETAIL

SCALE: NONE

TYPICAL UPRIGHT SPRINKLER DETAIL

SCALE: NONE

QUICK RESPONSE

UPRIGHT SPRINKLER

W/SPRINKLER GUARD

INTERIOR WALL PENETRATION DETAIL

SCALE: NONE

MARK DESCRIPTION

1 MINIMUM 2

" THICKNESS OF MINIMUM 4 PCF MATERIAL WOOL BATT INSULATION FIRMLY

PACKED INTO OPENING AS A PERMANENT FORM RECESSED A MINIMUM OF

" FROM BOTH

SURFACES OF WALL.

2 FILL VOID WITH SEALANT A MINIMUM OF

" THICKNESS APPLIED WITHIN THE ANNULUS, FLUSH

WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT OF CONTACT BETWEEN THROUGH

PENETRANT AND WALL, A MINIMUM

" DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED

AT THE CONCRETE/THROUGH PENETRANT INTERFACE ON BOTH SURFACES OF WALL.

3 PIPE SLEEVE (NOT REQUIRED FOR EXISTING CORE DRILLED WALLS).

4 WALL.

5 ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING.

PROVIDE FOR EXPOSED PIPING IN FINISHED SPACES.

2 HR RATING: UL #C-AJ-1240 OR APPROVED EQUAL.

1 HR RATING: UL #C-AJ-1240 OR APPROVED EQUAL.

NOTE:

FOR GYPSUM BOARD WALLS; PROVIDE UL #W-L-1033 OR APPROVED EQUAL FOR 2 HR AND 1 HR RATINGS.

FIRE PROTECTION ABBREVIATIONS

FIRE PROTECTION DETAILS

PIPE HANGER INSTALLATION & SCHEDULE

SCALE: NONE

12"

6" THRU 8"

HANGER ROD SCHEDULE

" THRU 3"

PIPE SIZE

UP TO 2"

4" AND 5"

" DIA.

" DIA.

ROD SIZE

2"

" 11'

10'

HANGER ROD SPACING

1"

PIPE SIZE

9'

8'

7'

MAX. ALLOWABLE

SPACING

3" THRU 8"

12'

10" & 12" 15'

NOTE: FLEXIBLE

SPRINKLER HEAD

CONNECTIONS

PERMITTED, SEE

DETAIL 2

HANGER ROD

LOCKING NUT

SUPPORT NUT

CLEVIS HANGER

PIPE

QUICK RESPONSE

RECESSED

SPRINKLER HEAD

BRANCH LINE

F I E

L D

M E

A S

U R

E

CEILING

ADJUSTABLE HUB

FULLY BRAIDED,

CORRUGATED

STAINLESS STEEL

HOSE WITH

STAINLESS STEEL

BRAID; MIN. 1" I.D.

TYPICAL FLEXIBLE HEAD SPRINKLER DETAIL

SCALE: NONE

SPRINKLER

DROP

1" NIPPLE

CONCENTRIC REDUCER

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

PIPE OR RISER DOWN

PIPE OR RISER UP

PIPE CAP OR PLUG

SPRINKLER CONTROL VALVE

HEAD LOCATION DETAIL

SCALE: NONE

PIPE SLEEVE SCHEDULE

PIPE SIZE SLEEVE SIZE

1" - 1

" 2" - 2

2" 4"

3" 5"

4" 6"

6" 8"

#1

#1

#1

#2

TOP BEAM CLAMP

ALL THREAD ROD

HANGER RING

LINE PIPE

TOP BEAM CLAMP

ALL THREAD ROD

HANGER RING

TOP BEAM CLAMP

ALL THREAD ROD

HANGER RING

BAR JOIST

PIPE SIZED

PER NFPA 13

ALL THREAD ROD

HANGER RING

BAR JOIST

BAR JOIST

BLDG STEEL

PIPE CLAMP

TOP BEAM CLAMP TRAPEZE / TOP BEAM CLAMP

TOP BEAM CLAMPTOP BEAM CLAMP

TYPICAL PIPE HANGER CLAMP DETAILS

SCALE: NONE

NOTE: ALL HANGERS ARE TYPE #1 UNLESS NOTED OTHERWISE.

6" 6" 6" 6"

6" 6" 6" 6"

ACCEPTABLE SPRINKLER

HEAD LOCATION WITHIN

CEILING TILE (TYP)

1'-0" 1'-0" 1'-0" 1'-0"

1'-0" 1'-0" 1'-0" 1'-0"

2' x 4' CEILING TILE 2' x 2' CEILING TILE

" MIN. DIA. EXPANSION

BOLTS FOR (E) CONCRETE &

INSERTS FOR NEW (TYP)

FOR PIPES UNDER 2" USE

" x 1

" x

" ANGLE,

FOR PIPES LARGER THAN 2"

USE 3" x 3" x

" ANGLE

TURNBUCKLE

" MIN. DIA.

HANGER RODS

(TYP)

CONC. SLAB OR BEAM

STEEL EXPANSION SHIELD ANCHOR IN

(E) CONCRETE & INSERTS FOR NEW;

THIS TYPE SHALL ONLY BE USED IN

SLABS OR BEAMS OF 4" MIN. DEPTH

NUTS & WASHERS

(TYP)

SECURING PIPE HANGER RODS FROM CONCRETE DECK DETAILS

SCALE: NONE

NOTE:

SYMBOL LIST SHOWN IS FOR GENERAL

REFERENCE ONLY. THE PRESENCE OF A

SYMBOL DOES NOT IMPLY ITS USE ON THIS

PROJECT. REFER TO THE DRAWINGS FOR

SPECIFIC SYMBOLS USED.

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r e e i n c h e e f o o t o n e a n d o l f i n c h e o t o n e i n c e f o o t t h r a r t e r s i n o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

F i r e

P r o t e c t i o n A

F

I R

E P

R O

T A

L L d w g

NOT IN CONTRACT-REFERENCE ONLY

FX-001

JDAM

FIRE PROTECTION ABBREVIATIONS,

SYMBOLS, NOTES & DETAILS

SPRINKLER RISER

C105

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

1"

1"

1"

1"

1" 1"

ZONE 20

ZONE 20

CONTROL VALVE 175

TEST & DRAIN VALVES 176 / 177

VALVE TAMPER SWITCH 07080139

FLOW SWITCH 07080138

6" RISER #5 LOCATED IN STAIR #5

C107

PHARMACY WAITING

B140

PHARMACY

CORRIDOR

SHAFT 9

1"

1"

1"

C105C

HAZ MIX

65 SF

C105

ENTRY

121 SF

C105B

ANTE ROOM

64 SF

C105D

NON-HAZ MIX

71 SF

C105A

GARB

41 SF

1 1

PA

ZONE 20

EXISTING SPRINKLER HEAD

TO REMAIN (TYP)

MODIFY EXISTING SPRINKLER PIPING AS

REQUIRED TO SUIT NEW LAYOUT AND

COORDINATION WITH OTHER UTILITIES

LOCATED ABOVE THE NEW CEILING

(TYPICAL) - REFER TO FIRE PROTECTION

SPECIFICATIONS AND DRAWINGS

ZONE 20

CONTROL VALVE 175

TEST & DRAIN VALVES 176 / 177

VALVE TAMPER SWITCH 07080139

FLOW SWITCH 07080138

6" RISER #5 LOCATED IN STAIR #5

1. REFER TO DRAWING FX-001 FOR FIRE PROTECTION SYMBOLS, LEGEND, GENERAL

NOTES, SYSTEM DESIGN CRITERIA AND DETAILS.

2. ANY DISCREPANCIES, CONFLICTS OR CHANGES IN CONSTRUCTION DRAWINGS, NOTES

AND SPECIFICATIONS SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE

CONTRACTING REPRESENTATIVE (COR) FOR COORDINATION PRIOR TO STARTING

WORK.

3. PROVIDE ALL CUTTING, PATCHING AND FIRE STOPPING REQUIRED TO ACCOMPLISH

WORK SHOWN. PATCH OPENINGS TO MATCH ADJACENT WALLS, FLOORS, AND

CEILINGS. PATCH AND RESEAL IN AN APPROVED MANNER ANY NEW PENETRATIONS

THROUGH FIRE AND/OR SMOKE RATED WALLS AS REQUIRED. REFER TO FX-001

GENERAL NOTES, SPECIFICATIONS AND DETAILS.

4. MAINTAIN THE INTEGRITY OF ALL EXISTING EQUIPMENT AND SYSTEMS LOCATED

OUTSIDE THE WORK AREA AND INTERRUPTED BY INSTALLATION WORK. PROVIDE ALL

ADDITIONAL PIPING, FITTINGS & ACCESSORIES REQUIRED TO EXTEND AND

RECONNECT REMAINING EQUIPMENT AND SYSTEMS. ANY DAMAGE TO EXISTING

SPRINKLERS AND OR EQUIPMENT LOCATED OUTSIDE THE WORK AREA SHALL BE

REPLACED AT NO COST TO OWNER.

5. SCHEDULE ALL SHUTDOWNS WITH THE COR TWO WEEKS IN ADVANCE. SHUTDOWNS

SHALL NOT INTERFERE WITH BUILDING OPERATIONS. PROVIDE TEMPORARY FIRE

PROTECTION DURING CONSTRUCTION AND SHUTDOWNS ACCORDING TO THE

INTERNATIONAL BUILDING AND FIRE CODE, NFPA AND VA MEDICAL CENTER DESIGN

MANUAL. CONTRACTOR SHALL REACTIVATE THE SYSTEM AT THE END OF EACH WORK

DAY.

6. FIRE PROTECTION CONTRACTOR SHALL INSPECT ALL EXISTING FIRE PROTECTION

MAINS TO BE REUSED AND REPLACE ANY THAT ARE DAMAGED, CORRODED OR

OTHERWISE COMPROMISED. COORDINATE ANY FINDINGS WITH THE COR.

7. ALL SINGLE SPRINKLER HEAD BRANCH LINES SHALL BE 1" UNLESS OTHERWISE NOTED.

8. SPRINKLER HEADS SHALL BE INSTALLED AND SPACED TO PREVENT ANY

OBSTRUCTIONS AS REQUIRED BY NFPA 13. PROVIDE SPRINKLER PROTECTION BELOW

ANY OBSTRUCTIONS MORE THAN 4'-0" WIDE.

9. IN THE EVENT OF ANY LOW POINTS, THE CONTRACTOR SHALL PROVIDE AN AUXILIARY

DRAIN, IDENTIFICATION AND ACCESS.

10. ALL NEW OR EXISTING PIPING LEFT EXPOSED SHALL BE IDENTIFIED AND PAINTED FIRE

HYDRANT RED. PAINT TO MATCH EXPOSED PIPING IN ADJACENT FINISHED AREAS.

NEW WORK GENERAL NOTES:

o n e e i g h t h i n c e f o o t

B

A

C

D

E

F t h r c h e e f o o t o d o n e h a l f i n c h e e f o o t o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

03/22/2022

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-22-160

ALTER PHARMACY WAITING

ROOM FOR ALTERNATE

COMPOUNDING SUITE

S S

Y R

M

S M

S E n g i n e e r i n g P

R O

J E

C T

S A

C T

I V

E

P

R O

J E

C T

S A

A l t e r

P h a r m a c y f o r

A l t

C o m p o u n d i n g

S u i t e D e s i g n

C o n t r a c t D r a w i n g s C

A D

F i r e

P r o t e c t i o n A

F

I R

E P

R O

T A

L L d w g

NOT IN CONTRACT-REFERENCE ONLY

FX-001

JDAM

FIRE PROTECTION FLOOR PLANS

FIRE PROTECTION DEMOLITION FLOOR PLAN

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

N

FIRE PROTECTION NEW WORK FLOOR PLAN

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

N

DEMOLITION GENERAL NOTES:

1. REFER TO DRAWING FX-001 FOR FIRE PROTECTION SYMBOLS LEGEND, GENERAL

NOTES, SYSTEM DESIGN CRITERIA AND DETAILS.

2. ANY DISCREPANCIES, CONFLICTS OR CHANGES IN CONSTRUCTION DRAWINGS, NOTES

AND SPECIFICATIONS SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE

COR FOR COORDINATION PRIOR TO STARTING WORK.

3. REMOVE SPRINKLER HEADS (UPRIGHT AND PENDANT) AND ASSOCIATED BRANCH

PIPING AS SHOWN BACK TO SYSTEM MAINS TO BE REUSED. TEMPORARILY OR

PERMANENTLY CAP AT MAINS AS REQUIRED.

4. PROVIDE ALL CUTTING, PATCHING AND FIRE STOPPING REQUIRED TO ACCOMPLISH

WORK SHOWN. PATCH OPENINGS TO MATCH ADJACENT WALLS, FLOORS, AND

CEILINGS. PATCH AND RESEAL IN AN APPROVED MANNER ANY OPEN PENETRATIONS

THROUGH FIRE AND/OR SMOKE RATED BARRIERS AS REQUIRED AFTER PIPING

REMOVALS USING UL LISTED MATERIALS. REFER TO GENERAL NOTES AND

SPECIFICATIONS.

5. MAINTAIN THE INTEGRITY OF ALL EXISTING EQUIPMENT AND SYSTEMS LOCATED

OUTSIDE THE WORK AREA AND INTERRUPTED BY THE REMOVALS WORK. PROVIDE ALL

ADDITIONAL PIPING, FITTINGS & ACCESSORIES REQUIRED TO EXTEND AND

RECONNECT REMAINING EQUIPMENT AND SYSTEMS. ANY DAMAGE TO EXISTING

SPRINKLERS AND OR EQUIPMENT LOCATED OUTSIDE THE WORK AREA SHALL BE

REPLACED AT NO COST TO OWNER.

6. SCHEDULE ALL SHUTDOWNS WITH COR TWO WEEKS IN ADVANCE. SHUTDOWNS SHALL

NOT INTERFERE WITH BUILDING OPERATIONS. PROVIDE TEMPORARY FIRE PROTECTION

DURING CONSTRUCTION AND SHUTDOWNS ACCORDING TO THE INTERNATIONAL

BUILDING AND FIRE CODE, NFPA AND VA MEDICAL CENTER DESIGN MANUAL.

CONTRACTOR SHALL REACTIVATE THE SYSTEM AT THE END OF EACH WORK DAY.

DEMOLITION KEYED NOTES:

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

NEW SYSTEM KEYED NOTES:

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

RATED BARRIER LEGEND

SMOKE BARRIER

1 HR. FIRE RATED BARRIER

2 HR. FIRE RATED BARRIER

PATCH AND RESEAL IN AN APPROVED MANNER ANY OPEN PENETRATIONS

PLUMBING ABBREVIATIONS

A/E ARCHITECT / ENGINEER

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION, AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

BFP REDUCED PRESSURE BACKFLOW PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CS CLINICAL SINK

CV CONTROL VALVE

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

EL or ELEV ELEVATION

EMCS ENERGY MONOSERRAT AND CENTRAL SYSTEM

EPA ENVIROMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EWS/SH EYE WASH/DRENCH SHOWER

EX EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FS FLOW SWITCH

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KW KILOWATT

KWH KILOWATT-HOUR

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTANDING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM. NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

ΔP DIFFERENTIAL PRESSURE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SMH SANITARY MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT/SF SQUARE FEET

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

ΔT DIFFERENTIAL TEMPERATURE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR…