528A7-18-740 - Replace 7C Patient Room Doors and Sinks - Drawings REV 3 Final.pdf

DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A7-18-740

VA MEDICAL CENTER

BUILDING NO. 1

800 IRVING AVENUE

SYRACUSE, NEW YORK 13210

SYRACUSE VAMC

REPLACE 7C PATIENT

ROOM DOORS AND SINKS

AREA OF WORK:

7TH FLOOR C- WING

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

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GI-001

KWDW

COVER SHEET

N

KEY PLAN

SCALE: NONE2

N

SHAFT 1 SHAFT 2

SHAFT 3

SHAFT 4

SCI

SHAFT 5

CHILLER BLDG

BLDG 2

BLDG 19 - GARAGE

D-WING

A-WING B-WING

C-WING

LOCATION PLAN

SCALE: NONE1

DRAWINGS INDEX

SHEET NO. DRAWING TITLE

GENERAL

1. GI-001 COVER SHEET

2. GC-101 INFECTION CONTROL (ICRA) PLAN

ARCHITECTURAL

3. A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS

4. AE-101 LIFE SAFETY FLOOR PLAN

5. AD-101 ARCHITECTURAL DEMOLITION FLOOR PLAN

6. A-101 ARCHITECTURAL FLOOR PLAN

7. A-501 ARCHITECTURAL DETAILS & SCHEDULES

PLUMBING

8. PG-001 PLUMBING ABBREVIATIONS, SYMBOLS & NOTES

9. PD-100 PLUMBING DEMOLITION PLAN

10. P-101 PLUMBING PLANS

11. P-501 PLUMBING DETAILS & SCHEDULES

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

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; 18" = 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

10'-0"

A

C B

D

FEC

16'8'4'0

D2 A-501

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

CEILING TYPE

CEILING HEIGHT

CMU WALL

A4 A-201

DRAWING BLOCK TITLE

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

A-101

DETAIL NUMBER

WHERE DRAWN

1A on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

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A-001

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ARCHITECTURAL ABBREVIATIONS &

SYMBOLS

A

GYPSUM WALLBOARD

A-201

A-201

A-201

A-201

8'-0"

ACT

N

234-1

C901

C904

WINDOW TYPE

ROOM LOCATION

SPAN DIRECTION INDICATOR

WINDOW MARK INDICATOR

1A

EXISTING EXTERIOR WALL

NOTE:

SYMBOL AND ABBREVIATION LISTS SHOWN

ARE FOR GENERAL REFERENCE ONLY. THE

PRESENCE OF A SYMBOL OR

ABBREVIATION DOES NOT IMPLY ITS USE

ON THIS PROJECT. REFER TO THE

DRAWINGS FOR SPECIFIC SYMBOLS USED.

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - 58" GWB - TYPE 'X' BOTH SIDES W/3" BATT INSULATION 1 HR FIRE-RATED UL TEST: U-465 STC = 47

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 20 58" METAL STUDS - 20 GA AT 16" O.C. 2 LAYERS " GWB - 58" GWB - TYPE 'X' BOTH SIDES 2HR FIRE-RATED

AutoCAD SHX Text

AutoCAD SHX Text

1 LAYER " GWB LAMINATE 58" GWB LAMINATE ADHERED TO EXISTING PLASTER OR MASONRY

AutoCAD SHX Text

AutoCAD SHX Text 1 " METAL STUD FURRING - 58" METAL STUD FURRING - 20 GA AT 16" O.C. 1 LAYER " GWB - TYPE 'X' 58" GWB - TYPE 'X'

AutoCAD SHX Text 2 " METAL STUDS - 14" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - 58" GWB - TYPE 'X' W/2" BATT INSULATION

AutoCAD SHX Text

AutoCAD SHX Text

8" CMU WALL 2 HR FIRE-RATED UL TEST: U-618

AutoCAD SHX Text

AutoCAD SHX Text DIRTT WALLS - DEMOUNTABLE WALL PARTITIONS 1 HR FIRE-RATED UL TEST: U-465 STC = 47

AutoCAD SHX Text

WALL HEIGHT TYPES: (LETTER DESIGNATION)

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

STOP ALL MATERIAL AT CEILING

AutoCAD SHX Text

EXTEND ALL MATERIAL TO UNDERSIDE OF STRUCTURE/SLAB ABOVE

AutoCAD SHX Text

EXTEND GWB MATERIAL ABOVE CEILING & BRACE STUDS AT STRUCTURE ABOVE, AS REQUIRED

AutoCAD SHX Text STOP GWB ABOVE CEILING ONE SIDE; EXTEND ALL OTHER MATERIALS TO UNDERSIDE OF STRUCTURE/SLAB

AutoCAD SHX Text BULKHEAD CONDITIONS VARY; SEE DRAWINGS FOR DETAILS. BRACE STUDS AT STRUCTURE ABOVE, AS REQUIRED

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

LOW WALL; SEE DRAWINGS FOR HEIGHTS

AutoCAD SHX Text

CLG

AutoCAD SHX Text

AutoCAD SHX Text 2" RIGID OR MINERAL WOOL R-10 INSULATION (SEE SPEC) 1 " METAL STUD FURRING - 58" METAL STUD FURRING - 20 GA AT 16" O.C. 1 LAYER " GWB - TYPE 'X'58" GWB - TYPE 'X'

AutoCAD SHX Text

WALL AND PARTITION TYPES: (NUMBER DESIGNATION)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - 58" GWB - TYPE 'X' BOTH SIDES 1 HR FIRE-RATED UL TEST: U-465 STC = 47

AutoCAD SHX Text 1 " METAL STUD FURRING - 58" METAL STUD FURRING - 20 GA AT 16" O.C. 1 LAYER " GWB - TYPE 'X' 58" GWB - TYPE 'X'

AutoCAD SHX Text

CLG

AutoCAD SHX Text

AutoCAD SHX Text RAIL - 6" METAL STUDS - 20 GA 3 "VERTICAL STUD - 20 GA 58"VERTICAL STUD - 20 GA W/ 5/8" GWB - TYPE 'X' BOTH SIDES W/3 " BATT INSULATION 12" BATT INSULATION PLACE STAGGERED STUDS 2" APART

AutoCAD SHX Text

AutoCAD SHX Text 6" METAL STUDS - 20 GA AT 16" O.C. 58" GWB - TYPE 'X' BOTH SIDES W/3 " BATT INSULATION12" BATT INSULATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER 5/8" GWB - TYPE 'X' W/3 " BATT INSULATION12" BATT INSULATION

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 2 LAYERS " GWB - 58" GWB - TYPE 'X' BOTH SIDES. W/3" BATT INSULATION 2 HR FIRE-RATED UL TEST: U-419 STC = 56

AutoCAD SHX Text

AutoCAD SHX Text

6" CMU WALL 2 HR FIRE-RATED UL TEST: U-263

AutoCAD SHX Text

AutoCAD SHX Text

78" CHANNEL FURRING 1 LAYER " GWB 58" GWB

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - 58" GWB - TYPE 'X' BOTH SIDES W/3" BATT INSULATION W/24" GLASS TRANSOM AT X'-X" AFF

AutoCAD SHX Text NOTE: PROVIDE " TILE BACKER BOARD IN PROVIDE " TILE BACKER BOARD IN 58" TILE BACKER BOARD IN LIEU OF GWB IN SPACES WITH TILED WALLS

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - TYPE 'X' 58" GWB - TYPE 'X'

AutoCAD SHX Text METAL STUD AND GWB WALL GENERAL NOTE: USE ONE (1) LAYER OF " TYPE 'X' 58" 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.

AutoCAD SHX Text

CLG

AutoCAD SHX Text G

AutoCAD SHX Text SOFFIT SIZE & CONDITIONS VARY; SEE DRAWINGS FOR DETAILS. BRACE STUDS AT STRUCTURE ABOVE, AS REQUIRED

AutoCAD SHX Text

STANDARD WALL TYPES

AutoCAD SHX Text 4 "78"

AutoCAD SHX Text 2 "78"

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 6 "18"

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 4 "78"

AutoCAD SHX Text

7 " 58" 8" NOMINAL

AutoCAD SHX Text

5 " 58" 6" NOMINAL

AutoCAD SHX Text 2 "14"

AutoCAD SHX Text

EXISTING PLASTER & LATH WALL OR MASONRY

AutoCAD SHX Text

EXISTING PLASTER & LATH WALL OR MASONRY

AutoCAD SHX Text

EXISTING PLASTER & LATH WALL OR MASONRY

AutoCAD SHX Text 7 "14"

AutoCAD SHX Text 7 "14"

AutoCAD SHX Text 4 "14"

AutoCAD SHX Text 6 "18"

AutoCAD SHX Text 4 "78"

AutoCAD SHX Text 4"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

SEE PLANS

CORR702C

CORRIDOR

C749

PATIENTS ROOM

C747

PATIENTS ROOM

C747A

TOILET

C743

QUIET DAY

RM

C718A

TOILET

C716

TOILET

C745

PAT.

SHOWER

C746

PATIENTS ROOM

C744

PATIENTS ROOM

C742

OFFICE

C744A

TOILET

C746A

TOILET

C740

DINING

C741

TOILET

C739

SOILED

UTILITY C714

CLOSET

C713A

MEDICINE

C713B

NURSE WORKROOM

C713

NURSE STATION

C719

CLOSET

C720A

TOILET C722A

TOILET

C721 F.E.C.

C718

PATIENTS ROOM

C720

PATIENTS ROOM

C723

PATIENTS

STORAGE

C725

CLOSET

C723A

PATIENTS

STORAGE

C729

PATIENTS

SHOWERS

C731

CLOSET

C722

PATIENTS ROOM

C724

PATIENTS ROOM

C733

PATIENTS ROOM

C726

PATIENTS ROOM

C728

PATIENTS ROOM

C737

PATIENTS ROOM

C730

CLEAN

STORAGE

CORRIDOR

C727

PATIENTS

LAUNDRY

TOILET

C728A

TOILET

C737A

TOILET

C724A

TOILET

C726A

HKA

C735

TOILET

C733A

C749A

TOILET

P-401

P-401

P-401

P-401 P-401

P-401

P-401

P-401

P-401

P-402 P-402

P-403

P-403

P-403

CODE SYNOPSIS

PROJECT OVERVIEW AND SCOPE OF WORK:

REPLACE 7C PATIENT ROOM DOORS AND SINK 528A7-18-740.

SYRACUSE VA MEDICAL CENTER

APPLICABLE CODES:

· NFPA 13-2019 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

· NFPA 14-2019 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE

SYSTEMS

· NFPA 24-2019 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE

MAINS AND THEIR APPURTENANCES

· NFPA 72-2019 NATIONAL FIRE ALARM CODE

· NFPA 90A-2018 STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND

VENTILATING SYSTEMS

· NFPA 99-2018 STANDARD FOR HEALTH CARE FACILITIES

· NFPA 101-2018 LIFE SAFETY CODE

· NFPA 220-2018 STANDARD ON TYPES OF BUILDING CONSTRUCTION

· NFPA 291-2019 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING

OF HYDRANTS

· NFPA 1963-2019 STANDARD FOR FIRE HOSE CONNECTIONS

· VA DESIGN GUIDE AND TECHNICAL GUIDE

· VA FIRE PROTECTION DESIGN MANUAL - DECEMBER 2015

· UNIFORM FEDERAL ACCESSIBILITY STANDARDS WITH VA BARRIER FREE DESIGN

GUIDE (PG 18-13)

BUILDING USE CLASSIFICATION:

HEALTH CARE

EXISTING HEALTH CARE OCCUPANCY (NFPA 101 - CHAPTER 19)

BUILDING CONSTRUCTION:

BUILDING STRUCTURE: STEEL COLUMNS/BEAMS, ENCASED IN CONCRETE,

CONCRETE SLABS

NUMBER OF STORIES: ELEVEN (B, G, 1-9) PLUS PENTHOUSE

CONSTRUCTION TYPE: TYPE II (222) NFPA-101

SPRINKLER: FULLY SPRINKLERED IN ACCORDANCE WITH "NFPA13 -

INSTALLATION OF SPRINKLER SYSTEMS"

FIRE EXTINGUISHERS: PROVIDE IN ACCORDANCE WITH

"NFPA-10-PORTABLE FIRE EXTINGUISHERS" WITH TRAVEL DISTANCE - OF 75 FT.

MAX. ALLOWABLE NUMBER OF STORIES (ABOVE GRADE):

EXISTING

MAX ALLOWABLE AREAS:

LIFE SAFETY CODE: UNLIMITED

BUILDING COMPONENTS NFPA 220 2018

NFPA 101 2018

RATED CONSTRUCTION FIRE RATING (IN HOURS)

EXTERIOR WALLS -

LOAD BEARING 2

NON-LOAD BEARING 0

INTERIOR BEARING WALLS 2

RATED CONSTRUCTION FIRE RATING (IN HOURS)

EXIT, EXIT HALLWAY STAIRWAY ENCLOSURE 2

(4 OR MORE STORIES)

MECHANICAL SHAFTS, ELEVATOR HOIST WAYS 2

(4 OR MORE)

EXIT ACCESS CORRIDORS 0 (SMOKE TIGHT)

HORIZONTAL EXITS NA

MIN. # OF EXITS/FLOOR (<500 OCCUP. LOAD) 2

(>501-1,000) 3

SMOKE BARRIERS 1

COLUMNS 2

COLUMNS (ROOF ONLY) 1

BEAMS 1

BEAMS (ROOF ONLY) 1

FLOOR CONSTRUCTION (INCLUDING BEAMS) 2

ROOF CONSTRUCTION -

SOILED LINEN ROOMS 1 HR

STORAGE ROOMS MORE THAN 100 SF 1 HR

TRAVEL DISTANCE (FT)

· FROM ANY POINT TO EXIT (WITH AUTO FIRE SUPP. SYS) 200 FT

(19.2.6.2.1 & 19.26.2.2)

· MAXIMUM DEAD END LENGTH REQUIRED 30 FT (19.2.5.2)

(SPRINKLERED BUILDING)

· FROM ANY POINT WITHIN SLEEPING ROOM TO 50 FT (19.2.6.2.3)

EXIT ACCESS CORRIDOR

· FROM ANY POINT IN NON-PATIENT SLEEPING 100 FT/1 ROOM 100 FT. (WITH

AUTO FIRE SUPP SYS)

· SUITE TO EXIT ACCESS CORRIDOR/NUMBER 50 FT/2 ROOMS (12-2.5.8) OF

INTERVENING ROOMS TO EXIT CORRIDOR

REQUIRED EGRESS WIDTH:

DOORWAYS 34" MIN.

STAIR DOORS 36" WIDE

STAIRS 44"

CORRIDOR WIDTH 44"

OPENING PROTECTIVES IN RATED CONSTRUCTION

DOORS IN OTHER 1 HR. RATED CONSTRUCTION 3/4 HR., LABEL "C"

DOORS IN 2 HR. RATED CONSTRUCTION (SELF CLOSING) 1-1/2 HR., LABEL "B"

DOORS IN SMOKE BARRIER (SELF CLOSING) 3/4 HR

SMOKE COMPARTMENT

· MINIMUM OF 2 PER FLOOR 19.3.7.1

· MAXIMUM OF 22,500 SF 19.3.7.1 (4)

· IF LESS THEN 150 FT IN LENGTH OR WIDTH, TRAVEL DISTANCE TO IS NOT LIMITED.

DRAWING LEGEND

SMOKE BARRIER

1 HR. FIRE RATED WALL

2 HR. FIRE RATED WALL

EXIT TRAVEL PATH

EXIT TRAVEL DISTANCE = 30'-0" < 150'-0"

(FULLY SPRINKLERED)

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

S:

\S

YR

-M

S\

MS

-E ng ine er ing \P

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\01 _G en er al\

8A 7-

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.dw g

OF 21 04

AE-101

KWDW

LIFE SAFETY FLOOR PLAN

N

AE-101

LIFE SAFETY FLOOR PLAN

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

AE-101

CODE DATA TABLE

N.T.S.

WORK SCHEDULE:

1. ACTUAL DATES MUST BE CONFIRMED AND COORDINATED WITH VAMC COR.

2. DESIGNATED TIME(S):

WORK AREA 1: REGULAR WORK HOURS

DRAWING LEGEND:

LIMIT OF WORK

TACK MATS TO BE PLACED OUTSIDE AT LOCATION DURING WORK

PROVIDE A TEMPORARY PARTITION FOR EACH LOACTION

CORRIDOR

C

C

C

C

C718

C720

C726

C733

C737C728

C724

C722

C749

PATIENTS ROOM

C747

PATIENTS ROOM

C747A

TOILET

C743

QUIET DAY

RM

C718A

TOILET

C716

TOILET

C745

PAT.

SHOWER

C746

PATIENTS ROOM

C744

PATIENTS ROOM

C742

OFFICE

C744A

TOILET

C746A

TOILET

C740

DINING

C741

TOILET

C739

SOILED

UTILITY C714

CLOSET

C713A

MEDICINE

C713B

NURSE WORKROOM

STAFF LOCKERS

C713

NURSE STATION

C719

CLOSET

C720A

TOILET C722A

TOILET

C721 F.E.C.

C718

PATIENTS ROOM

C720

PATIENTS ROOM

C723

PATIENTS

STORAGE

C725

CLOSET

C723A

PATIENTS

STORAGE

C729

PATIENTS

SHOWERS

C731

CLOSET

C722

PATIENTS ROOM

C724

PATIENTS ROOM

C733

PATIENTS ROOM

C726

PATIENTS ROOM

C728

PATIENTS ROOM

C737

PATIENTS ROOM

C730

CLEAN

STORAGE

CORRIDOR

C727

PATIENTS

LAUNDRY

TOILET

C728A

TOILET

C737A

TOILET

C724A

TOILET

C726A

HKA

C735

TOILET

C733A

C749A

TOILET

GENERAL DEMOLITION AND REMOVAL NOTES:

1. ROOMS TO HAVE DEMOLITION OR CONSTRUCTION COMPLETED SHALL

BE DONE ONE AT A TIME. THERE MUST BE A SAFETY OBSERVER AND

REQUIRE A DAILY TOOL LOG IN AND OUT. TOOLS MUST BE POSITVE

CONTROL AND INVENTORIED.

2. 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.

3. ALL DIMENSIONS TO, OF AND IN EXISTING BUILDING ARE FOR

REFERENCE ONLY. 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.

4. DASHED LINES ON DEMOLITION PLANS REPRESENT WALLS, DOORS,

SOFFITS, CEILINGS, CASEWORK, ETC. TO BE REMOVED.

5. 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.

6. 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.

7. PROVIDE TEMPORARY FIRE-RATED BARRIERS/DUST PROTECTION AS

REQUIRED BY ICRA (SEE DRAWING GC-101). REVIEW LOCATIONS OF

TEMPORARY PARTITIONS/DUST PROTECTION WITH VAMC COR PRIOR

TO START OF WORK.

8. HAZARDOUS MATERIAL NOTE: STOP WORK AND INFORM VAMC COR

IMMEDIATELY OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR

THOUGHT TO BE HAZARDOUS. VAMC COR SHALL INSTRUCT

CONTRACTOR ON HOW TO PROCEED.

9. PRIOR TO THE START OF ANY DEMOLITION THE CONTRACTOR SHALL

ESTABLISH A 1-HOUR FIRE BARRIER TO BE MAINTAINED THROUGHOUT

THE LIFE OF THE PROJECT. THE CONTRACTOR SHALL REVIEW THE

PLACEMENT WITH THE VAMC COR PRIOR TO CONSTRUCTION. THE COR

IS REQUIRED TO SIGN OFF ON THE 1-HOUR BARRIER PRIOR TO

CONSTRUCTION ACTIVITIES. BARRIER SHALL BE CONSTRUCTED OF

HIGH IMPACT GWB.

10. 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. REFER TO DRAWING GC-101.

11. PRIOR TO ANY DEMOLITION, COORDINATE BRACING AND MAINTAIN THE

STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE

BUILDING AND ITS SYSTEMS AS REQUIRED.

12. 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.

13. REVIEW ALL ITEMS TO BE DEMOLISHED WITH VAMC COR TO IDENTIFY

ANY ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

14. 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.

15. 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.

16. MAINTAIN 60" MINIMUM CLEARANCE AT ALL CORRIDORS AT ANY GIVEN

TIME.

17. THE CONTRACTOR IS REQUIRED TO 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. THE CONTRACTOR SHALL

REVIEW THIS PRIOR TO THE BID.

18. CONTRACTOR SHALL ADD A 10K OHM 1/8 OR ¼ WATT RATED RESISTOR

ACROSS DOOR EDGE SENSOR CONDUCTORS WHEN DOOR IS

REMOVED TO AVOID NUISANCE ALARMING. RESISTOR IS TO BE

REMOVED ONCE DOOR IS REPLACED AND DOOR EDGE SENSOR IS TO

BE REPLACED, THEN TESTED TO ENSURE THAT ALARMING IS STILL

FUNCTIONING CORRECTLY.

R1

R2

KEYED REMOVAL NOTES

REMOVE DOOR AND DOOR EDGE SAFETY BAR AND DISCARD. ADD RESISTOR AS NOTED

FROM #18 OF GENERAL DEMOLITION AND REMOVAL NOTES. DO NOT DAMAGE WIRES OR

SWITCHES.

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 MASONRY, PLASTER AND/OR DRYWALL/FRAME SYSTEM, PATCH/REPAIR ANY

FLOOR AND/OR CEILING SUBSTRATE DAMAGED BY REMOVAL. PREPARE EXISTING

SUBSTRATE TO REMAIN TO RECEIVE NEW FINISH WORK. INFILL SLAB W/ CONC 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 EXISTING LAVATORY SINK, PATCH WALL SEE PLUMBING FOR DETAILS.

INDICATES MAIN PROJECT DEMOLITION AREA, REFER TO KEYED

REMOVAL NOTES THIS DRAWING.

DRAWING LEGEND:

TEMPORARY ICRA 2 HOUR FIRE-RATED BARRIER WITH 36" 11

2 HOUR DOOR;

SEE DRAWING GC-101.

INDICATES DEMOLITION AREA TO REMAIN OPEN DURING REGULAR

BUSINESS HOURS WITH WORK TO BE PERFORMED DURING

OFF-HOURS, REFER TO KEYED REMOVAL NOTES THIS DRAWING

AND ICRA PLAN DRAWING GC-101.

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

S:

\S

YR

-M

S\

MS

-E ng ine er ing \P

RO

JE

CT

S\

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\52

8A 7-

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Pa tie nt Ro om D oo rs

Si nk s\D es ign

\D ra wi ng s\C

AD

\01 _G en er al\

8A 7-

-7

.dw g

OF 21 05

AD-101

KWDW

ARCHITECTURAL DEMOLITION PLAN

N

A101

ARCHITECTURAL DEMOLITION FLOOR PLAN

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

R3

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R1 R2

R3

R3

R3

R4

R4

R4

R4

R4

R4 R4

R4 R4

R4 R4

R4 R4

R4

R4

ALCOVE

CORRIDOR

C

C

C

C

C718

C720

C726

C733

C737C728

C724

C722

C749

PATIENTS ROOM

C747

PATIENTS ROOM

C747A

TOILET

C743

QUIET DAY

RM

C718A

TOILET

C716

TOILET

C745

PAT.

SHOWER

C746

PATIENTS ROOM

C744

PATIENTS ROOM

C742

OFFICE

C744A

TOILET

C746A

TOILET

C740

DINING

C741

TOILET

C739

SOILED

UTILITY C714

CLOSET

C713A

MEDICINE

C713B

NURSE WORKROOM

C711

STAFF LOCKERS

C713

NURSE STATION

C719

CLOSET

C720A

TOILET C722A

TOILET

C721 F.E.C.

C718

PATIENTS ROOM

C720

PATIENTS ROOM

C723

PATIENTS

STORAGE

C725

CLOSET

C723A

PATIENTS

STORAGE

C729

PATIENTS

SHOWERS

C731

CLOSET

C722

PATIENTS ROOM

C724

PATIENTS ROOM

C733

PATIENTS ROOM

C726

PATIENTS ROOM

C728

PATIENTS ROOM

C737

PATIENTS ROOM

C730

CLEAN

STORAGE

CORRIDOR

C727

PATIENTS

LAUNDRY

TOILET

C728A

TOILET

C737A

TOILET

C724A

TOILET

C726A

HKA

C735

TOILET

C733A

C749A

TOILET

ARCHITECTURAL GENERAL 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,

CARTS SHOULD BE WIPED DOWN PRIOR LEAVING THE CONSTRUCTION AREA.THIS

SHALL INCLUDE ALL EQUIPMENT / CART WHEELS.

6. PROVIDE THOROUGH CLEANING FOLLOWING EACH WORK DAY. CONTRACTOR IS

REQUIRED TO 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 AFFECTED 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 UNLESS NOTED

OTHERWISE.

17. CONTRACTOR TO PROVIDE NON-COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL

WALLS FOR PROPER INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT,

PLUMBING FIXTURES, WALL CABINETRY, ETC.

18. ALL DIMENSIONS TO, OF AND IN EXISTING BUILDING ARE FOR REFERENCE ONLY.

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

OTHER INFORMATION. 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.

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

THEY ARE ADJOINING. ALL NEW CORRIDOR WALLS SHALL BE CONSTRUCTED OF THE

SAME MATERIAL THAT THEY ABUT. REFER TO THE LIFE SAFETY DRAWING AE-101 FOR

DESIGNATION.

20. CONTRACTOR SHALL ADD A 10K OHM 1/8 OR ¼ WATT RATED RESISTOR ACROSS DOOR

EDGE SENSOR CONDUCTORS WHEN DOOR IS REMOVED TO AVOID NUISANCE

ALARMING. RESISTOR IS TO BE REMOVED ONCE DOOR IS REPLACED AND DOOR EDGE

SENSOR IS TO BE REPLACED, THEN TESTED TO ENSURE THAT ALARMING IS STILL

FUNCTIONING CORRECTLY.

ARCHITECTURAL DRAWING KEYED NOTES:

INSTALL NEW HARDWARE AND DOORS NOTED IN SCHEDULE AND

SPECIFICATION.

INSTALL NEW DOOR TOP EDGE SAFETY BAR. FOLLOW INSTALLATION

PROCEDURE WITH NO EXPOSED WIRING AND COORDINATE WITH NEW DOOR

HARDWARE.

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

S:

\S

YR

-M

S\

MS

-E ng ine er ing \P

RO

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S\

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R ep lac e 7 C

Pa tie nt Ro om D oo rs

Si nk s\D es ign

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AD

\01 _G en er al\

8A 7-

-7

.dw g

OF 21 06

A-101

KWDW

ARCHITECTURAL DOOR PLAN &

DETAILS

A101

ARCHITECTURAL DOOR PLAN

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

N

AutoCAD SHX Text

AutoCAD SHX Text 3 " METAL STUDS - 58" METAL STUDS - 20 GA AT 16" O.C. 1 LAYER " GWB - 58" GWB - TYPE 'X' BOTH SIDES W/3" BATT INSULATION 1 HR FIRE-RATED UL TEST: U-465 STC = 47

AutoCAD SHX Text 4 "78"

WALL AND PARTITION TYPES: (NUMBER DESIGNATION)

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

S:

\S

YR

-M

S\

MS

-E ng ine er ing \P

RO

JE

CT

S\

AC

TI

VE

\52

8A 7-

-7

R ep lac e 7 C

Pa tie nt Ro om D oo rs

Si nk s\D es ign

\D ra wi ng s\C

AD

\01 _G en er al\

8A 7-

-7

.dw g

OF 21 07

A-501

KWDW

ARCHITECTURAL DETAILS &

SCHEDULES

DOOR HEAD/JAMB DETAILS

SCALE: NONE6

DOOR FRAME TYPE LEGEND DETAIL

SCALE: NONE3

PARTITION FRAMING FOR DOORS

SCALE: NONE4

DOOR TYPE LEGEND

SCALE: NONE2

INTERIOR DOOR FRAMES

SCALE: NONE5

A501

DOOR SCHEDULE

SCALE: NONE

INTERIOR DOOR HINGE DSH1000 SER

SCALE: NONE7

8"Offset

CL of Door

TOP VIEW

1 12" 3"

4" 3

4" 13 4"

7 14" Top of

Opening to CL of Frame

Prep

8 7 8" Top of Door to CL of Door Prep

CL of

DSH

15 7 8"

4"

3"

4"

3"

1 12"

16" Ø MAX. HOLE

FOR METAL

DOORS ONLY

FRAME

HINGE

JAMB

FRAME

HINGE

JAMB

1 12" DEEP

POCKET FOR

WOOD DOORS

ONLY

16" Ø

MAX. HOLE

FOR METAL

DOORS ONLY

POCKET IN WOOD DOOR

(IF APPLICABLE)

POCKET IN WOOD DOOR

(IF APPLICABLE)

DSH1000 DOOR HINGE CASED FRAME

SCALE: NONE8

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text NOTE: OMIT BRACE WHEN 'D' DIMENSION IS LESS THAN 2'-0" FOR GWB OR 16" FOR PLASTER PARTITION.

AutoCAD SHX Text

%%USECTION B

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ISOMETRIC OF CONST. JOINT

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ELEVATION AT DOOR FRAME

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DETAIL C

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SECTION A

AutoCAD SHX Text 12"

AutoCAD SHX Text

JAMB ANCHORS (FURNISHED WITH FRAME) DETAIL D

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES; SEE DOOR SCHEDULE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

MAX.

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text

EQ

AutoCAD SHX Text

EQ

AutoCAD SHX Text

EQ

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EQ

AutoCAD SHX Text VERTICAL STUDS @ 2'-0" O.C. MAX. W/GWB. 1'-4" W/GYPSUM LATH & PLASTER DOUBLE STUDS FOR SUPPORTING CONC. BACKER BOARD

AutoCAD SHX Text

PROVIDE CONTINUOUS BRACING WHEN STUDS EXCEED 10'-0" & ARE FINISHED BOTH SIDES

AutoCAD SHX Text

JAMB ANCHOR CLIPS 3 PER SIDE; COORDINATE W/HINGE REINFORCEMENT

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text

SEC. B

AutoCAD SHX Text 12"

AutoCAD SHX Text

METAL DOOR FRAME

AutoCAD SHX Text

SHIM AS REQ'D

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DETAIL C

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RUNNER BTWN STUDS

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12" CONST. JOINT

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CRIPPLE STUD; DO DO NOT ANCHOR TO ANCHOR TO BEARING STUD

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GWB PANELS

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CONTROL JOINT

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PROVIDE SOUND DEADENING WHERE REQ'D

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SANITARY STOP

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DOUBLE STUDS

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JAMB ANCHOR

AutoCAD SHX Text

SHIM AS REQ'D

AutoCAD SHX Text

METAL ANCHOR CLIP

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METAL DOOR FRAME

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STUD

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STUD

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WIDTH

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FRAME FACE

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FRAME FACE

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FRAME FACE

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MINUS "316"

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34" MIN.

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JAMB DEPTH

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JAMB DEPTH

AutoCAD SHX Text

JAMB DEPTH

AutoCAD SHX Text

JAMB DEPTH

AutoCAD SHX Text

JAMB DEPTH

AutoCAD SHX Text

JAMB DEPTH

AutoCAD SHX Text

MINUS "316"

AutoCAD SHX Text

34" MIN.

AutoCAD SHX Text

STUD

AutoCAD SHX Text

STUD

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

34" MIN.

AutoCAD SHX Text

FRAME FACE

AutoCAD SHX Text

FRAME FACE

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FRAME FACE

AutoCAD SHX Text

MINUS "316"

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

58" MAX.

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text H1

AutoCAD SHX Text J1

AutoCAD SHX Text FRAME NOTES: 1. HEAD JAMB DETAILS ARE TYPICAL, EXCEPT WHERE OTHERWISE DETAILED. HEAD JAMB DETAILS ARE TYPICAL, EXCEPT WHERE OTHERWISE DETAILED. 2. REFER TO DETAILS FOR HOLLOW METAL BORROWED LIGHT SIZES IF REQUIRED.REFER TO DETAILS FOR HOLLOW METAL BORROWED LIGHT SIZES IF REQUIRED.

AutoCAD SHX Text

TYPE 1 (HM IN MS/GWB)

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

OR 2W

AutoCAD SHX Text H

AutoCAD SHX Text DOOR FIRE RATING NOTES: 1. ALL 'A' LABELED DOORS WILL HAVE A 180 MINUTE (3 ALL 'A' LABELED DOORS WILL HAVE A 180 MINUTE (3 HOUR) RATING. 2. ALL 'B' LABELED DOORS WILL HAVE A 90 MINUTE (1 ALL 'B' LABELED DOORS WILL HAVE A 90 MINUTE (1 12HOUR) RATING. RATING. 3. ALL 'C' LABELED DOORS WILL HAVE A 45 MINUTE ( ALL 'C' LABELED DOORS WILL HAVE A 45 MINUTE ( 34HOUR) RATING. 4. ALL UNLABELED DOORS WILL HAVE A MINIMUM 20 ALL UNLABELED DOORS WILL HAVE A MINIMUM 20 MINUTE RATING.

AutoCAD SHX Text DOOR GENERAL NOTES: 1. ALL DOORS TO BE FLUSH, 1 " THICK UNLESS NOTED OTHERWISE. ALL DOORS TO BE FLUSH, 1 " THICK UNLESS NOTED OTHERWISE. 34" THICK UNLESS NOTED OTHERWISE. 2. TOP AND SIDE RAILS SHALL BE 9" MINIMUM. BOTTOM RAILS TOP AND SIDE RAILS SHALL BE 9" MINIMUM. BOTTOM RAILS SHALL BE 12" MINIMUM. 3. DOOR TYPES: EVEN NUMBERS ARE METAL; ODD NUMBERS ARE DOOR TYPES: EVEN NUMBERS ARE METAL; ODD NUMBERS ARE WOOD. "AL" SUFFIX DESIGNATES ALUMINUM. 4. PROVIDE LEAD-LINED FRAMES WHEREVER LEAD-LINED DOORS PROVIDE LEAD-LINED FRAMES WHEREVER LEAD-LINED DOORS (15 OR 17) ARE SCHEDULED.

AutoCAD SHX Text

FRAMES IN METAL STUD PARTITIONS

AutoCAD SHX Text

STANDARD CASED OPENING FRAME

AutoCAD SHX Text

METAL

AutoCAD SHX Text

METAL

AutoCAD SHX Text

STUD WIDTH

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

MIN. 14GA FRAME REQUIRED

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2"

AutoCAD SHX Text

THROAT OPNG = PARTITION WIDTH + " MIN.18" MIN.

AutoCAD SHX Text

CAULK ALL AROUND BOTH SIDES

AutoCAD SHX Text

STANDARD FRAME FOR DRYWALL

AutoCAD SHX Text

DRYWALL; THICKNESS SINGLE OR DOUBLE AS REQ'D

AutoCAD SHX Text

JAMB ANCHORS

AutoCAD SHX Text

DOUBLE STUDS BACK-TO-BACK

AutoCAD SHX Text

ADD RETURN ON FRAME WHERE DRYWALL FINISH IS REQ'D

AutoCAD SHX Text GLAZING: G1 = " CLEAR, TEMPERED GLASS 14" CLEAR, TEMPERED GLASS G2 = VISTAMATIC 18"x18" VS1K/ PC (POLYCARBONATE BOTH SIDES)

AutoCAD SHX Text MATERIAL/FINISH: HM = HOLLOW METAL = HOLLOW METAL MS = METAL STUD = METAL STUD WD = WOOD = WOOD AL = ALUMINUM = ALUMINUM TR1 = TRESPA J53.0.1/ST = TRESPA J53.0.1/ST COPPER RED (BOTH SIDES) TR2 = TRESPA J51.0.1/SATIN = TRESPA J51.0.1/SATIN ALUMINUM GRAY (BOTH SIDES) PTD = PAINTED = PAINTED FF = FACTORY FINISHED = FACTORY FINISHED CLR = CLEAR COAT FINISH = CLEAR COAT FINISH EX = EXISTING= EXISTING

AutoCAD SHX Text REMARKS: R1 = PATIENT PRIVACY PANEL R2 = PRE-MANUFACTURED ASSEMBLY R3 = NOT USED R4 = NEW DOOR ASSEMBLY IN EXISTING OPENING, VERIFY SIZE IN FIELD R5 = STEEL KICK PLATE R6 = DETENTION DOOR SPEC. 081113

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SEE DOOR SCHEDULE

AutoCAD SHX Text

SEE DOOR SCHEDULE

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text D1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES-SEE PARTITION TYPE

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

SEALANT, BOTH SIDES, TYP.

AutoCAD SHX Text

DOUBLE METAL STUDS AT HEADER, TYP.

HORIZONTAL BRACING FAME STIFFNER REQUIRED PER CONT. HINGE ASSA ABLOY PEMKO DSH 1000 on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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

03/01/2023

GENERAL PROJECT INFORMATION

100% SPRINKLERED

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-18-740REPLACE 7C PATIENT

ROOM DOORS AND SINKS

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PLUMBING ABBREVIATIONS,

SYMBOLS & NOTES

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 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

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

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

TYPICAL UNIT NO.

GENERAL DRAWING SYMBOLS

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

SECTION LETTER

DRAWING NUMBER WHERE SHOWN

NATURAL GAS, BELOW GRADE

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

EQUIPMENT ABBREVIATION (PUMP)

PUMP NO.3 IN BUILDING NO.26

DIRECTION OF PIPE PITCH (DOWN)

DOMESTIC COLD WATER, COLD WATER

DOMESTIC HOT WATER, HOT WATER

DOMESTIC HOT WATER RETURN

MEDICAL AIR

MEDICAL VACUUM

LABORATORY AIR

LABORATORY VACUUM

ORAL EVACUATION

INDUSTRIAL AIR

DRAIN

UNION

VENT (SANITARY)

SOIL, WASTE, OR SANITARY SEWER

SANITARY SEWER, BELOW GRADE

STORM WATER

STORM WATER, BELOW GRADE

SOFT WATER

FILTERED COLD WATER

DRINKING WATER SUPPLY

DRINKING WATER RETURN

TEMPERED WATER SUPPLY

TEMPERED WATER RETURN

NITROUS OXIDE

OXYGEN

NITROGEN

NATURAL GAS

FUEL OIL SUPPLY

GLOBE VALVE

FUEL OIL DISCHARGE

FUEL OIL VENT

FUEL OIL RETURN

BUTTERFLY VALVE

GENERAL PLUMBING SYMBOLS

DIRECTION OF FLOW

ANCHOR

REDUCER OR INCREASER

ECCENTRIC REDUCER

TOP CONNECTION, 45° OR 90°

THREE-WAY MODULATING CONTROL VALVE

BOTTOM CONNECTION, 45° OR 90°

SIDE CONNECTION

CAPPED OUTLET

RISE OR DROP IN PIPE

PIPE DOWN

PIPE UP

POINT OF CONNECTION BETWEEN

NEW AND EXISTING WORK

LIMIT OF DEMOLITION

AV

INVERTED BUCKET TRAP SET

INCLUDING PIPING ACCESSORIES

FLOAT & THERMOSTATIC TRAP SET

INCLUDING PIPING ACCESSORIES

STRAINER

THERMOMETER

PRESSURE GAGE

FLOW ELEMENT

CLEAN OUT; FLOOR AND WALL

HOSE BIB

PLUMBING VALVE SYMBOLS

PLUMBING PIPING SYMBOLS

GATE VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BALL VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY TWO POSITION CONTROL VALVE

PRESSURE REGULATING VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

P-105

A P-105

FE

CO CO

1 2

KEY NOTE SYMBOL

MULTIPLE KEY NOTES

APPLYING TO THE SAME ITEM

HB

FLEXIBLE CONNECTION

PLUG VALVE

PRESSURE REDUCING VALVE

DRAWING BLOCK OR DETAIL TITLE, TYPICAL

D D

SW SW

MA MA

MV MV

SAN SAN

FOV

DRAWING TITLE

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

PLUMBING GENERAL NOTES

GENERAL:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, INVERTS, PIPE SIZES AND MATERIALS, FLUID FLOW DIRECTION(S)

AND EXISTING CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING INSTALLATION OR FABRICATION WORK. (DO NOT SCALE DRAWINGS). THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES

EVEN IF THE UTILITIES ARE NOT SHOWN ON THE DRAWINGS.

2. THE CONTRACTOR SHALL REPAIR ALL DAMAGES AT THEIR OWN EXPENSE AND WILL BE RESPONSIBLE FOR ANY ADDITIONAL

DAMAGES CAUSED BY A SYSTEM BEING OUT OF SERVICE.

3. THIS INSTALLATION WILL CONFORM TO ALL CODES AND THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL REGULATORY

AGENCIES HAVING JURISDICTION.

4. INSTALL ALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS AND THE

APPLICABLE CODES, STANDARDS AND REGULATIONS.

5. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT ALL RULES AND REGULATIONS ARE BEING OBSERVED, PARTICULARLY WORKPLACE SAFETY AND THE CONDUCT OF ALL THOSE EMPLOYED DIRECTLY AND INDIRECTLY ON THE PREMISES, AND WHO MAY BE IMPACTED OR AFFECTED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL INSTALL SIGNAGE, TEMPORARY FENCES, BARRIERS, AND OTHER MEANS TO PROVIDE WARNING AND PERSONNEL SAFETY. PLACEMENT OF THESE ITEMS WILL BE COORDINATED WITH THE COR AND ONGOING OPERATIONS AND WILL PROMPTLY BE REMOVED WHEN WORK IN A PARTICULAR AREA

HAS BEEN COMPLETED.

6. ALL WORK WILL BE LAWFULLY EXECUTED IN A NEAT AND WORKMANLIKE MANNER AND WILL BE DONE IN ACCORDANCE WITH THE GOVERNING CODES, INDUSTRY STANDARDS AND IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND

REQUIREMENTS.

7. WORK UNDER THIS CONTRACT SHALL CONSIST OF THE CONTRACTOR PROVIDING LABOR, MATERIALS, AND SERVICES, INCLUDING

WORK NOT SPECIFICALLY SHOWN BUT REASONABLY IMPLIED.

8. WORK INCLUDES ALL DRAWINGS PROJECT SPECIFICATIONS.

9. UNLESS NOTED OTHERWISE SUPPLY AND VENT PIPING SHOWN ON RESPECTIVE PLANS OCCURS ABOVE THE CEILING OF THAT

FLOOR. SANITARY PIPING SHOWN OCCURS ABOVE THE CEILING OF THE FLOOR BELOW.

10. PIPING RISING WITHIN A STORY IS DESIGNATED AS "RISE". PIPING RISING TO ANOTHER STORY IS NOTED AS "UP". PIPING DROPPING WITHIN A STORY IS NOTED AS "DROP". PIPING DROPPING TO ANOTHER STORY IS NOTED AS "DN".

PLUMBING NOTES:

1. ALL PIPING MATERIALS AND COMPONENTS INCLUDING FITTINGS, PIPE, FLANGES, VALVES, ETC. SHALL BE DESIGNATED, FABRICATED AND INSTALLED PER THE APPROPRIATE SECTIONS OF THE LATEST CODES, VETERAN'S AFFAIRS PLUMBING STANDARDS AND PROJECT

CONTRACT DOCUMENTS.

2. SANITARY SEWERS 3" AND SMALLER SHALL SLOPE 1/4" PER FOOT (MIN.), ALL SANITARY SEWERS 4" AND LARGER SHALL SLOPE 1/8"

PER 2. FOOT (MIN.) IN THE DIRECTION OF FLOW.

3. ALL HORIZONTALLY ROUTED WASTE VENTS SHALL BE INSTALLED WITH A SLOPE TO FACILITATE GRAVITY DRAINAGE TO THE WASTE 3.

SYSTEM.

4. ALL CLEANOUTS INSTALLED IN THE SEWER SYSTEM SHALL BE SIZED AS FOLLOWS:

PIPE SIZE SIZE OF CLEANOUT

2" 2"

2 1/2" 2 1/2"

3" 3"

4"-6" 4"

5. CLEANOUTS INSTALLED IN HORIZONTAL PIPING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 100' AND CHANGES IN DIRECTION 5.

GREATER THAN 45 DEGREES AS PER IBC 708-1-4.

6. THE MAXIMUM VERTICAL DISTANCE FROM THE FIXTURE OUTLET (LAVATORY, FLOOR DRAIN, ETC.) TO THE TRAP WEIR SHALL BE 24".

7. SURFACES TO BE SOLDERED SHALL BE CLEANED BRIGHT. THE JOINTS SHALL BE PROPERLY FLUXED AND MADE WITH APPROVED SOLDER. SOLDER JOINTS FOR POTABLE WATER SHALL BE MADE WITH A SOLDER CONTAINING NOT MORE THAN 0.2 PERCENT LEAD.

8. UNIONS SHALL BE INSTALLED AT ALL EQUIPMENT. THE USE OF DIELECTRIC UNIONS AND FLANGES MUST BE INSTALLED IN AREAS WHERE JOINING OF DISSIMILAR METALS (I.E. CARBON STEEL TO COPPER OR BRONZE, ETC.). THIS IS TO FACILITATE PIPING REMOVAL

AND REASSEMBLY FOR FUTURE MAINTENANCE WORK AND/OR PREVENT GALVANIC CORROSION.

9. CONTRACTOR SHALL PROPERLY BRACE, ANCHOR, AND SUPPORT ALL PIPING, VALVES ETC. IN ACCORDANCE WITH THE IPC, H-18-8

SEISMIC DESIGN HANDBOOK AND MSS SP-58 AS REQUIRED.

10. PIPE SUPPORT SPACING SHALL BE IN ACCORDANCE WITH MSS…