36C24218B0557-0001001.pdf

PDF 8 MB Posted Aug 29, 2018

Attached to: 528A7-18-728 RENOVATION OF BASEMENT FOR TSS
Solicitation number: 36C24218B0557
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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CL50

EMS SUPPLY

CL52

EMS SUPERVISOR

CL54

EMS TRAINING

CL51

SUPPLY

CL49

TSS OFFICE

CL47

TSS OFFICE

CL55

MECHANICAL

CL56

SUPPLY

CL55A

MECHANICAL

BS5

STAIRS

CL48

TSS OFFICE

BS3

STAIRS

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

FULLY SPRINKLERED

COVER SHEET RENOVATION OF BASEMENT

FOR TSS

06/11/2018 ALB / KN KAW

528A7-18-728

GI-001

PLAN NORTH

ACTUAL

NORTH

BASEMENT

C WING

N.T.S

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A7-18-728 VA MEDICAL CENTER BUILDING NO. 1 800 IRVING AVENUE SYRACUSE, NEW YORK, 13210

AutoCAD SHX Text

SYRACUSE VAMC RENOVATION OF BASEMENT FOR TSS

SHAFT #3

E F

7'-9" (REF)

7'-10" (REF)

E F

REFER TO NOTE 12

FOR WORK IN THIS

AREA OUTSIDE ICRA

BARRIER

36" TEMP. DOOR:

1-1/2 HR. RATED

CL55A

MECHANICAL

CL55B

BS5

STAIR

CL56

SUPPLY

CL55

MECHANICAL

CL51

AM&M SUPPLY

CL54

TRAINING

CL52

SUPPLY

CL50

SUPERVISOR

CL48

STAFF ROOM

CL46

SECRETARY

CL46A

CHIEF EMS

CORRIDOR

BS3

STAIR

CL62

MASONRY

CL15A

ELECTRICAL

CL15

ELECTRICAL

CL08A CL08

CL61

AM&M

CL49

EMS/TOILET

30C

CORRIDOR

CL04

ROOM

30D

CORRIDOR

1'-0" (VERIFY)

SUGGESTED PATH

& LOCATION FOR

NEGATIVE AIR

PRESSURE

EXHAUSTING

EXIT TRAVEL

DISTANCE = 114'-0"

TEMP. PARTITION: 2 HR. RATED

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

INFECTION CONTROL (ICRA)

FLOOR PLAN

RENOVATION OF BASEMENT

FOR TSS

06/11/2018 ALB JRD

528A7-18-728

GC-100

INFECTION CONTROL (ICRA) FLOOR PLAN

1/4" = 1'-0"

GENERAL NOTES:

1. CONTRACTOR MUST FOLLOW ALL INFECTION CONTROL PROCEDURES

AND TEMPORARY CONSTRUCTION DEFINED IN PROJECT MANUAL.

2. CONTRACTOR SHALL MAINTAIN EGRESS FOR ALL OCCUPANTS AT ALL

TIMES THROUGHOUT CONSTRUCTION.

3. CONTRACTOR IS TO COORDINATE ALL WORK AND SCHEDULES WITH COR.

SEE SHEET AD-101 FOR ADDITIONAL INFORMATION.

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

AREA. SEE SHEET AD-101 FOR ADDITIONAL INFORMATION.

5. NO CONTRACTOR STORAGE IS ACCEPTABLE IN CORRIDORS. ALL

MATERIALS MUST BE CONTAINED IN THE ACTIVE WORK AREA, OR

ASSIGNED AREAS ACCEPTABLE TO THE COR.

6. REFER TO SPECIFICATION SECTION 01 74 19 FOR CONSTRUCTION WASTE

MANAGEMENT.

7. PROJECT AREA IS TO BE SEALED W/ OVERLAPPING REINFORCED PLASTIC

TEMPORARY PARTITION SUCH THAT NEGATIVE AIR PRESSURE IS

MAINTAINED BETWEEN CORRIDOR(S) AND ROOM BY EXHAUSTING AIR

OUT OF WORK AREA.

8. TEMPORARY PARTITIONS ARE TO BE SEALED TO INHIBIT TRANSFER OF

DUST AND SMOKE. THEY SHALL ALSO BE CONSTRUCTED TO MINIMIZE

NOISE FROM CONSTRUCTION ACTIVITIES.

9. ONCE IN PLACE, THESE BARRIERS ARE TO BE INSPECTED AND ACCEPTED

BY VAMC COR PRIOR TO STARTING ANY CONSTRUCTION WORK.

10. PROVIDE DUST WALK-OFF MATS AT EACH ENTRANCE / EXIT TO PROJECT

WORK AREA.

11. PROVIDE TEMPORARY CONSTRUCTION SIGNAGE AT INTERIOR AND

EXTERIOR OF PROJECT WORK AREA. COORDINATE WITH VAMC COR ON

REQUIREMENTS AND LOCATIONS.

12. ANY WORK TO BE PERFORMED OUTSIDE OF THE CONSTRUCTION

BARRIER (AREA SHOWN HATCHED) SHALL BE COORDINATED WITH THE

VAMC COR.

13. ALL CONTRACTOR EQUIPMENT / CARTS ETC. MUST BE WIPED DOWN

PRIOR TO ENTRY. ONCE IN, CARTS SHOULD BE WIPED DOWN PRIOR TO

RELOCATION TO NEW WORK AREA.

14. PATCH ALL FINISHES DAMAGED BY PARTITION INSTALLATION AND

REMOVAL TO MATCH EXISTING FINISHES.

DRAWING LEGEND:

TEMPORARY 2 HR. RATED PARTITION

PROJECT WORK BOUNDRY

WALK-OFF MAT

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

CL55

MECHANICAL

CL51

A&MM SUPPLY

CL54

TRAINING

CL52

SUPPLY

CL50

SUPERVISORS

CL48

STAFF ROOM

CL46

SECRETARY

CL46A

CHIEF EMS

CORRIDOR

CL61

A&MM

CL49

EMS/TOILET

30C

CORRIDOR

30D

CORRIDOR

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

ASBESTOS ABATEMENT RENOVATION OF BASEMENT

FOR TSS

06/11/2018 ALB KAW

528A7-18-728

HA-100

FLOORS:

REMOVE ASBESTOS FLOOR TILE, MASTIC AND FLOOR

LEVELING COMPOUNDS (IF ANY). IF MULTIPLE LAYERS OF

FLOOR TILE OR SHEET FLOORING EXIST ABATE ALL AS

ACM.

REMOVE ASBESTOS CONTAINING WATER PROOFING

MEMBRANE LOCATED UNDER CERAMIC FLOOR TILE

SETTING BED

GENERAL NOTES:

1. COORDINATE HVAC, PLUMBING, AND ELECTRICAL SHUT

DOWNS WITH MEP COR.

2. FIRE DETECTION AND PROTECTION SYSTEMS SHALL

REMAIN IN SERVICE. REQUIRED SHUT DOWNS SHALL BE

COORDINATED WITH COR AND LOCAL FIRE DEPARTMENT.

3. ALL ELECTRICAL CONNECTIONS AND DISCONNECTIONS

SHALL BE PERFORMED BY LICENSED ELECTRICIANS.

4. REMOVE NON-FRIABLE FLOOR TILE AND MASTIC IN

COMPLIANCE WITH SUBPART 56-11.7 AND/OR APPLICABLE

VARIANCE AV-A-3.

5. CONTRACTOR SHALL PROVIDE DOCUMENTATION THAT

CHEMICAL MASTIC REMOVAL PRODUCT USED ARE

COMPATIBLE WITH PROPOSED NEW FLOOR FINISHES.

6. REFER TO SPECIFICATIONS FOR PCB BALLAST AND

FLUORESCENT TUBE REMOVAL, AND PACKAGING

PROCEDURES.

7. DO NOT COMPROMISE STRUCTURAL INTEGRITY OF THE

BUILDING.

8. PROVIDE FIRE EVACUATION PLAN FOR WORK AREAS -

POST AT DECON.

9. MAINTAIN EMERGENCY LIGHTING SYSTEM IN OPERABLE

CONDITION.

10. PROVIDE ONE 2-A OR 40-B:C FIRE EXTINGUISHER AT

EACH WORK AREA.

11. REMOVE AND DISPOSE OF ASBESTOS-CONTAINING

MATERIALS (ACM) AND NON ASBESTOS CONTAINING

MATERIALS AS INDICATED ON THE DRAWINGS AND IN

CONFORMANCE WITH THE CONTRACT DOCUMENTS.

12. QUANTITIES AND LOCATIONS OF MATERIALS TO BE

REMOVED INDICATED ON THESE DRAWINGS ARE

ESTIMATES ONLY. THIS INFORMATION IS PROVIDED FOR

GUIDANCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY

QUANTITIES AND LOCATIONS.

13. THESE DRAWINGS DO NOT SHOW ALL PIPING,

EQUIPMENT, AND MOVEABLE OBJECTS WITHIN THE

BUILDING. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS OF WORK AND COORDINATE RELOCATION

OF ANY ITEMS WITH THE COR.

14. THE ASBESTOS CONTRACTOR MAY USE APPLICABLE

VARIANCES FROM INDUSTRIAL CODE RULE 56 TO

PERFORM ASBESTOS REMOVAL WORK. TO UTILIZE A SITE

SPECIFIC VARIANCE, THE ASBESTOS CONTRACTOR

SHALL SUBMIT TO THE ABATEMENT DESIGNER FOR

APPROVAL OF THE PROCEDURES TO BE UTILIZED FOR

ASBESTOS REMOVAL. THE COR MAY DISAPPROVE THE

USE OF ANY SITE SPECIFIC VARIANCE OR ELEMENTS

THEREOF THAT MAY CONFLICT WITH THE TECHNICAL

SPECIFICATIONS OR DRAWINGS.

15. THE ASBESTOS CONTRACTOR SHALL CONSTRUCT THE

PERSONAL AND WASTE DECONTAMINATION ENCLOSURE

UNITS AS INDICATED BY KEYNOTES AND IN

CONFORMANCE WITH THE APPLICABLE REGULATIONS.

COORDINATE LOCATION OF THE WASTE LOAD OUT

ROUTE AND WASTE CONTAINER WITH THE COR.

FIRE DOOR SHALL REMAIN OPERABLE (AND CLOSED)

DURING ALL WORK

KEYED NOTES:

WORK SCHEDULE:

1. ACTUAL DATES MUST BE CONFIRMED AND

COORDINATED WITH COR.

2. ALLOTTED TIME:

WORK AREA 1: REGULAR WORK HOURS

REFER TO GENERAL CONSTRUCTION DRAWING GC101 FOR

ACCESS ROUTE AND LOCATION OF WASTE CONTAINERS

1. GENERAL CONTRACTOR

A. REMOVE ALL REMAINING MOVABLE EQUIPMENT

AND FURNISHINGS

B. REMOVE CASEWORK

C. REMOVE WALL AND FLOOR MOUNTED

PLUMBING FIXTURES

D. REMOVE ALL NON-RATED DOORS

2. ABATEMENT CONTRACTOR

A. REMOVE ALL FLOOR TILE, MASTIC, AND ACM

WATERPROOFING MEMBRANE EXCEPT

MATERIAL LOCATED UNDER PARTITIONS

SCHEDULED TO BE REMOVED. REFER TO

DRAWING AD101 SELECTIVE DEMOLITION (WA-1)

3. ABATEMENT CONTRACTOR

A. REMOVE WALLS TO ACCESS CONCEALED

THERMAL PIPE INSULATION

B. REMOVE THERMAL PIPE AND PIPE FITTING

INSULATION (WA-2)

4. GENERAL CONTRACTOR

A. REMOVE ALL REMAINING SELECTIVE

DEMOLITION EXCEPT METAL WALL FLOOR

TRACK (OR ANY OTHER MATERIAL) ATTACHED

TO THE CONCRETE FLOOR ON TOP OF FLOOR

TILE AND MASTIC (WA-2)

5. ABATEMENT CONTRACTOR

A. REMOVE FLOOR TRACK AND OTHER MATERIALS

AS REQUIRED TO ACCESS FLOOR TILE &

MASTIC LOCATED UNDER WALLS (WA-2)

USE ATTACHED LARGE PROJECT DECONTAMINATION UNIT FOR

PROJECT WORK AREA

GENERAL SELECTIVE DEMOLITION &

ASBESTOS ABATEMENT WORK SEQUENCE:

ASBESTOS DEMOLITION PLAN

1/4" = 1'-0"

PIPING:

REMOVE ALL INSULATION ON PIPES WITH ACM. REMOVES

ALL PIPES IN SCOPE EXCEPT FOR RISERS. TO BE FITTED WITH

NEW INSULATION.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ARCHITECTURAL ABBREVIATIONS

CONTRACT LIMIT LINE

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

SMOKE BARRIER LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING

DRAWING BLOCK OR DETAIL TITLE, TYPICAL

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"

A-201

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

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

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

BUILDING SECTION INDICATOR

DETAIL INDICATOR

MATERIALS LEGEND

A-512

A-202

A-201

NORTH

C B

FEC

A-202

A3.1 A4.3

16'8'4'0

DRAWING BLOCK TITLE

1" = 1 1/2"

C3XXX

A-512

121212

3 5/8" METAL STUDS - 20 GA AT

16"oc

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

SIDES.

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

W/ 3" BATT INSULATION

W/ 2 1/2" BATT INSULATION

1 5/8" METAL STUD FURRING - 20

GA AT 16"oc

1 LAYER 5/8" GWB

3 5/8" METAL STUDS - 20 GA AT

16"oc

2 LAYERS 5/8" GWB - TYPE 'X'

BOTH SIDES.

1 LAYER 5/8" GWB LAMINATE TO

EXISTING PLASTER

7/8" FURRING

1 LAYER 5/8" GWB

W/ 3

" BATT INSULATION

2 HR FIRE-RATED

UL TEST: U-618

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

3 5/8" METAL STUDS - 20 GA AT

16"oc

@ AT

∠ ANGLE

℄ CENTERLINE

[ CHANNEL

┴ PERPENDICULAR

⅊ PLATE

∅ ROUND/DIAMETER

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.

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

ANNPNL ANNUNCIATOR PANEL

ANOD ANODIZED

ACT ACOUSTICAL CEILING TILE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

B/O BOTTOM OF

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

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

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARDREADER

CRS COLD ROLLED STEEL

D DEPTH

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DR DOOR

DEFL DEFLECTION

DIA DIAMETER

DIAG DIAGONAL

DIMEN DIMENSION

DL DEAD LOAD

DTL DETAIL

DWG DRAWING

EA EACH

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

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED, EXPANSION

EXT EXTERIOR

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

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

HDW HARDWARE

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING/VENTILATING/AIR COND.

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

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

Loc LocATE(D) (-ION)

LT-GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MO MASONRY OPENING

MR MOISTURE RESISTANT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL(LIC)

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MMB MEMBRANE

MTL METAL

MULL MULLION

NA 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

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

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

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE

REQ'D REQUIRED

RESIL RESILIENT

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

RUB RUBBER

SC SOLID CORE

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

DC DOOR CONTROL

EFTR EXIST FINISH TO REMAIN

RF RAISED RUBBER FLOORING

RTF RESILIENT TILE FLOORING

RST RESILIENT STAIR TREADS

VSF VINYL SHEET FLOORING (HEAT

WELDED SEAMS)

PFW POLYPROPYLENE FABRIC WALL

COVERING

PCP PORTLAND CEMENT PLASTER

ICB INTEGRAL COVE BASE

BE BAKED ON ENAMEL

SD SOAP DISPENSER

TPD TOILET PAPER DISPENSER

MTD MOUNTED

FC FILE CABINET

DISTR DISTRIBUTION

AMP ACOUSTICAL METAL PANEL

RCT RADIANT CEILING TILE

CTG COATING

REF REFRIGERATOR

MW MICROWAVE

LGMF LIGHT GA METAL FRAMING

ZVB ZONE VALVE BOX

ZA ZONE ALARM

CC CONTRACTOR SUPPLIED & INSTALLED

VV VA SUPPLIED & INSTALLED

VC VA SUPPLIED & CONTRACTOR

INSTALLED

MC METAL CEILING

VAMC SYRACUSE VA MEDICAL CENTER

COR CONTRACTING OFFICER'S

REPRESENTATIVE

TREAD T T&G TONGUE & GROOVE

T/CONC TOP OF CONCRETE

T/D TOP OF DECK

T/O TOP OF

T/S TOP OF STEEL

T/W TOP OF WALL

TK BD TACKBOARD

TEL TELEPHONE

TMPD TEMPERED

TEMP TEMPERATURE

TERM TERMINAL

TER TERRAZZO

THK THICK(NESS)

THRES THRESHOLD

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UNO UNLESS NOTED OTHERWISE

UC UNIV. OF CALIF. (TEST)

UL UNDERWRITER'S LAB. (TEST)

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VWC VINYL WALLCOVERING

W WIDE

WC WATER CLOSET

WGL WIRE GLASS

WP WATERPROOF

WPT WORKPOINT

WR WATERREPELLENT/RESISTANT

WS WEATHER STRIP

WWF WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WDW WINDOW

WD WOOD

XFMR TRANSFORMER

JOB SPECIFIC ABBREVIATIONS

XXX

CORRIDOR

SMOKE WALLS

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

EXIT TRAVEL PATH

1 5/8" METAL STUD FURRING - 20

GA AT 16"oc

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

ABBREVIATIONS, SYMBOLS

AND NOTES

RENOVATION OF BASEMENT

FOR TSS

6/11/2018 ALB KAW

528A7-18-728

A-001

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CLG

AutoCAD SHX Text

STRUCTURE/SLAB.

AutoCAD SHX Text

ABOVE, AS REQUIRED.

AutoCAD SHX Text

STUDS AT STRUCTURE

AutoCAD SHX Text

FOR DETAILS. BRACE

AutoCAD SHX Text

VARY; SEE DRAWINGS

AutoCAD SHX Text

BULKHEAD CONDITIONS

AutoCAD SHX Text

STOP ALL MATERIAL

AutoCAD SHX Text

AT CEILING.

AutoCAD SHX Text

STOP GWB ABOVE

AutoCAD SHX Text

CEILING ONE SIDE;

AutoCAD SHX Text

EXTEND ALL OTHER

AutoCAD SHX Text

MATERIALS TO

AutoCAD SHX Text

UNDERSIDE OF

AutoCAD SHX Text

HEIGHTS.

AutoCAD SHX Text

DRAWINGS FOR

AutoCAD SHX Text

LOW WALL, SEE

AutoCAD SHX Text

AS REQUIRED.

AutoCAD SHX Text

STRUCTURE ABOVE,

AutoCAD SHX Text

BRACE STUDS AT

AutoCAD SHX Text

ABOVE CEILING &

AutoCAD SHX Text

EXTEND GWB MATERIAL

AutoCAD SHX Text

STRUCTURE/SLAB.

AutoCAD SHX Text

TO UNDERSIDE OF

AutoCAD SHX Text

EXTEND ALL MATERIAL

AutoCAD SHX Text

HEIGHT TYPES :

AutoCAD SHX Text 4"

AutoCAD SHX Text X

AutoCAD SHX Text 4"

AutoCAD SHX Text 4`$"

AutoCAD SHX Text 4`4"

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

ZONE 8

ZONE 72

ZONE 8

ZONE 78

ZONE 72

ZONE 8

(PREVIOUSLY ZONE 4)

ZONE 4

ZONE

ZONE 77

ZONE 8

CL50

SUPPLY

CL52

SUPERVISOR

CL54

TRAINING

CL51

SUPPLY

CL49

OFFICE

CL47

A&MM

CL55

MECHANICAL

CL56

SUPPLY

CL55A

MECHANICAL

1S4

STAIRS

CL48

TSS

CL08A

CL04

CL08

1S3

STAIRS

30C

CORRIDOR

30D

CORRIDOR

EXIT TRAVEL DISTANCE=

133'-0" <150'-0"

(FULLY SPRINKLERED)

CL15

ELECTRICAL

CL15A

ELECTRICAL

SHAFT #3

ZONE 5

ZONE 8

(PREVIOUSLY

ZONE 4)

ZONE 4

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

LIFE SAFETY FLOOR PLAN RENOVATION OF BASEMENT

FOR TSS

6/11/2018 JB JRD

528A7-18-728

AE-101

LIFE SAFETY FLOOR PLAN

1/4" = 1'-0"

CODE SYNOPSIS

PROJECT OVERVIEW:

RENOVATE BASEMENT FOR TSS, SYRACUSE VA MEDICAL CENTER

APPLICABLE CODES:

· NFPA 13-2016 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

· NFPA 14-2016 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOUSE

SYSTEMS

· NFPA 24-2013 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE

MAINS AND THEIR APPURTENANCES

· NFPA 72-2016 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 220-2012 STANDARD ON TYPES OF BUILDING CONSTRUCTION

· NFPA 291-2013 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND

MARKING OF HYDRANTS

· NFPA 1963-2009 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 2012

NFPA 101 2018

RATED CONSTRUCTION FIRE RATING (IN HOURS)

EXTERIOR WALLS -

LOAD BEARING 2

NON-LOADBEARING 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 CONSTR. (SELF CLOSING) 1-1/2 HR., LABEL "B"

DOORS IN SMOKE BARRIER PARTITIONS (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 WALL

1 HR. FIRE RATED WALL

2 HR. FIRE RATED WALL

EXIT TRAVEL PATH

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

CL55A

CL55B

BS4

STAIR

CL56

SUPPLY

CL55

MECHANICAL

CL51

A&MM SUPPLY

CL54

TRAINING

CL52

SUPPLY

CL50

SUPERVISORS

CL48

STAFF ROOM

CL46

SECRETARY

CL46A

CHIEF EMS

CORRIDOR

BS3

STAIR

CL62

MASONRY

ELECTRICAL

CL08A CL08

CL61

A&MM

CL49

EMS/TOILET

30C

CORRIDOR

30D

CORRIDOR

R10

R2 R2 R2

R4 R3

R4 R5 R6

R5R4

R10

R11

R11R11R11

GENERAL 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 AND 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 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 AS

NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT

FINISHES. 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 PARTITIONS/DUST PROTECTION (RATED AND/OR

NON-RATED) AS REQUIRED BY ICRA. REVIEW LOCATIONS OF

TEMPORARY PARTITIONS/DUST PROTECTION WITH COR PRIOR TO

START OF WORK.

7. HAZARDOUS MATERIAL NOTE: STOP WORK AND INFORM COR

IMMEDIATELY OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR

THOUGHT TO BE HAZARDOUS. COR SHALL INSTRUCT CONTRACTOR 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 COR TO IDENTIFY ANY

ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

12. PREPARE FLOOR SLABS SO FINISH FLOORS ARE FLUSH WITH EACH

OTHER AND PREPARED TO ACCEPT NEW FINISH.

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 COR IMMEDIATELY OF ANY CONFLICTS WITH INSTALLATION OF

NEW WORK.

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

TIME.

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

ARCHITECTURAL DEMOLITION PLAN RENOVATION OF BASEMENT

FOR TSS

06/11/2018 ALB KAW

528A7-18-728

AD-101

DEMOLITION TSS PLAN

1/4" = 1'-0"

R10

REMOVE MASONRY, PLASTER, AND DRYWALL 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 W/ EXIST. ALL WALL MOUNTED ACCESSORIES SHALL BE

REMOVED. CONSULT WITH COR PRIOR TO REMOVAL TO

DETERMINE WHAT ACCESSORIES THE COR WOULD LIKE TO

SALVAGE.

REMOVE DOOR, HM 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.

REMOVE VCT AND MASTIC FROM FLOOR SUBSTRATE. PATCH/

REPAIR ANY DAMAGE ASSOCIATED WITH REMOVALS AND

PREPARE EXISTING SUBSTRATE TO RECEIVE NEW FINISH WORK.

REMOVE ACOUSTICAL CEILING TILE, ASSOCIATED GRID AND

SUPPORT HANGERS. PATCH AND REPAIR ANY DAMAGE

ASSOCIATED WITH REMOVAL. PREPARE WALLS TO RECEIVE NEW

FINISH WORK AT EXIST'G WALLS TO REMAIN.

WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES SHALL BE

REMOVED AND DISPOSED OF. CONSULT WITH COR PRIOR TO

REMOVAL TO DETERMINE WHAT ACCESSORIES THE COR WOULD

LIKE TO SALVAGE.

REMOVE CARPET, UNDERLAYMENT AND CARPET ADHESIVE,

REMOVE VCT AND MASTIC FROM SUB FLOOR, PREPARE

SUB-FLOOR FOR NEW FINISHES AND UNDER. SEE HA DRAWINGS.

REMOVE FLOOR TILE AND SETTING BED, INFILL CONCRETE SLAB

TO BE LEVEL WITH SURROUNDING SLAB.

REMOVE WALL TILE AND SETTING MATERIAL ON WALLS TO

REMAIN, PREPARE WALL FOR NEW FINISH .

REMOVE WALL BASES AND ANY ADHESIVES AND RESIDUES.

REMOVE SUSPENDED METAL SPINE CEILING PANEL AND

SUSPENSION SYSTEM IN ITS ENTIRETY. SALVAGE ALL FULL

PANELS IN GOOD CONDITION. CONSULT WITH COR REGARDING

SALVAGE AND STORAGE PRIOR TO DISPOSAL OF METAL CEILING

PANELS.

REMOVE DOOR SIGNAGE INTACT FOR SALVATION. TURN OVER TO

COR FOR REINSTALLATION BY CONTRACTOR AT END OF PROJECT.

KEYED REMOVAL NOTES

R11

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

4" DRAIN

GENERAL 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 AND 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 PM 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 AS

NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT

FINISHES. 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 VAMC.

A FIRE WATCH SHALL BE PROVIDED AS REQUIRED BY VAMC AND

APPLICABLE CODES.

6. PROVIDE TEMPORARY PARTITIONS/DUST PROTECTION (RATED AND/OR

NON-RATED) AS REQUIRED BY ICRA. REVIEW LOCATIONS OF

TEMPORARY PARTITIONS/DUST PROTECTION WITH COR PRIOR TO

START OF WORK.

7. HAZARDOUS MATERIAL NOTE: STOP WORK AND INFORM COR

IMMEDIATELY OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR

THOUGHT TO BE HAZARDOUS. COR, SHALL INSTRUCT CONTRACTOR

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 PM TO IDENTIFY ANY

ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

12. PREPARE FLOOR SLABS SO FINISH FLOORS ARE FLUSH WITH EACH

OTHER AND PREPARED TO ACCEPT NEW FINISH.

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 PM IMMEDIATELY OF ANY CONFLICTS WITH INSTALLATION OF

NEW WORK.

15. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH

PHASING PLANS. MAINTAIN 60" MINIMUM CLEARANCE AT ALL

CORRIDORS AT ANY GIVEN TIME.

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

DEMOLITION TO MECHANICAL ROOM RENOVATION OF BASEMENT

FOR TSS

06/11/2018 ALB KAW

528A7-18-728

AD-102

DEMOLITION MECHANICAL ROOM PLAN

1/2" = 1'-0"

KEYED REMOVAL NOTES

ALL HATCHED AREAS INDICATE AREAS NEEDING INFILL. REMOVE

ALL ABANDONED PIPE , CONDUIT, AND DUCTWORK IN WALLS.

PATCH ALL PENETRATIONS WITH FIRE RATED MATERIAL TO

RECIEVE NEW PAINT.

REMOVE DOOR, HM 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.

WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES SHALL BE

REMOVED AND DISPOSED OF. CONSULT WITH COR PRIOR TO

REMOVAL TO DETERMINE WHAT ACCESSORIES THE COR

WOULD LIKE TO SALVAGE.

REMOVE METAL COVER, INFILL SLAB TO BE LEVEL WITH

SURROUNDING SLAB. WHERE HATCHED AREA APPLIES.

REMOVE ALL ABANDONED SUPPORT HANGERS. PATCH AND

REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL.R4

R1 R1

R1 R1 R1

REMOVE HAND RAIL

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

6A 6A

CL48 CL50

CL47

CL49

CL51

CL54

CL52

A-200

CL50

EMS SUPPLY

CL52

EMS SUPERVISOR

CL54

EMS TRAINING

CL51

SUPPLY

CL49

TSS OFFICE

CL47

TSS OFFICE

CL55

MECHANICAL

CL56

SUPPLY

CL55A

MECHANICAL

BS5

STAIRS

2 6

CL48

TSS OFFICE

BS3

STAIRS

A-200

2 6

HW-00

51A

NEW

LOUVER

NEW LOUVER

CL55

2 6

BASIS OF DESIGN, NYSTROM

EJ-NBW-200 SURFACE MOUNTED

EXPANSION JT COVER ,

INSTALLED AS PER

MANUFACTURES INSTRUCTIONS,

FINISH- CLEAR ANODIZED ALUM.

GWB OF EXIST PLASTER WALLS

DOUBLE STUDS AT EXPANSION JT

6" FOR 2" WIDE E.J.

BASIS OF DESIGN, NYSTROM

DT-200 FLOOR EXPANSION JT

COVER , INSTALLED AS PER

MANUFACTURES

INSTRUCTIONS, MILL FINISH

ALUM.

EXIST 2" WIDE EXPANSION JT,

VIF

FINISH

FLOORING

EXIST

CONC.

SLAB

GENERAL PLAN 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.

5. ALL EQUIPMENT / CARTS ETC. MUST BE WIPED DOWN

PRIOR TO ENTRY. ONCE IN, CARTS SHOULD BE WIPED

DOWN PRIOR TO BE TAKEN OUTSIDE OF THE

CONSTRUCTION AREA.

6. PROVIDE THOROUGH CLEANING FOLLOWING EACH

WORK 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, & BELOW,

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 COR

PRIOR TO BEGINNING WORK.

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 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" 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, WALL CABINETRY, 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.

REFER TO THE LIFE SAFETY DRAWINGS FOR

DESIGNATION.

20. ALL BLOCK WALLS SHALL HAVE LAMINATE GWB ON THEM

AND BE FLUSH AND SQUARED.

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

ARCHITECTURAL FLOOR PLAN RENOVATION OF BASEMENT

FOR TSS

03/21/2018 ALB KAW

528A7-18-728

A-101

FLOOR PLAN

1/4" = 1'-0"

A-101

WALL SECTION (TYP.)

1" = 1'-0"

WALL EXPANSION JT

COVER SEE DETAIL

D1 / A-101

WALL AND CEILING EXP. JT

3" = 1'-0"

FLOOR EXPANSION JOINT COVER

3" = 1'-0"

EXPANSION JT IN

FLOOR SEE

DETAIL D2 / A-101

A-201

COORDINATE

BRACKETS W/FILE

CABINET LOCATIONS;

SEE A-700

AutoCAD SHX Text 3'-11"

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

2 6

HW-00

NEW

LOUVER

NEW LOUVER

" STEEL PLATE

(2)-∠ 3X3X3/8;

BACK TO BACK

8" CMU

4" BRICK VENEER

∠ 3X4X3/8

COORDINATE MASONRY

WALL ROUGH OPENING

SIZE & LOCATION

W/MECH. CONTRACTOR

KEYED NOTES

INFILL EXISTING FLOOR OPENINGS AT LOCATIONS SHOWN

PER DETAIL A1, THIS SHEET.

PROVIDE NEW LOUVER OPENINGS AT LOCATIONS SHOWN,

COORDINATE EXACT SIZE AND LOCATIONS WITH MECHANICAL

CONTRACTOR AND CONSTRUCT PER DETAIL A2, THIS SHEET.

REVISE EXISTING WALL OPENING SIZE AS REQUIRED TO

ACCOMMODATE NEW LOUVER. COORDINATE SIZE WITH

MECHANICAL CONTRACTOR AND CONSTRUCT PER DETAIL A2,

THIS SHEET.

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

CL55A FLOOR PLAN DETAIL RENOVATION OF BASEMENT

FOR TSS

03/21/2018 ALB KAW

528A7-18-728

A-102

CL55A

1/2" = 1'-0"

A-102

INFILL OPENING

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

LINTEL OPENING FOR LOUVER (TYP)

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

A-102

3 2

A-102

EXISTING METAL DECK

NEW COMPOSITE METAL DECK TO MATCH EXISTING

NEW CONCRETE TO MATCH FLOOR

3X3X

" SUPPORT ANGLE WELDED EACH SIDE

AutoCAD SHX Text 3'-11"

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

S1 S1

8'-0"

ACOUSTICAL CEILING TILE

CMU WALL

2x2 LIGHTS (TYP)

CL 48 CL 50 CL 52 CL 54

S1S1

5'-0" (TYP)

6" VINYL BASE VB-1

CL48 CL50 CL52

CL54

CL 49 CL 47CL 51CL 55

6" VINYL BASE VB-1

S1S1 S1

8'-0"

5'-0" (TYP)

ACOUSTICAL CEILING TILE

2x2 LIGHTS (TYP)

CMU WALL

CL55

CL51

CL49

CL47

8'-0"

2'-6"

ACOUSTICAL CEILING TILE

SSM COUNTERTOP

6" VINYL BASE VB-1

8'-0"

2'-6"

ACOUSTICAL CEILING TILE

6" VINYL BASE VB-1

SSM COUNTERTOP

6" VINYL BASE VB-1

ACOUSTICAL CEILING TILE

SSM COUNTERTOP

PROVIDE SOLID BLOCKING AT STUDS

BACKSPLASH WHERE NOTED, SEE ELEV.

COUNTER SUPPORT

BRACKETS - 36" O.C. MAX.

SURFACE MOUNTED BRACKET

2'-0"

2'-6"

SEALANT, TYPICAL.

FINISHED FLOOR AS SCHEDULED

WALL BASE AS SCHEDULED

SSM COUNTERTOP

6" VINYL BASE VB-1

ACOUSTICAL CEILING TILE

2'-6"

SSM COUNTERTOP

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

INTERIOR ELEVATIONS RENOVATION OF BASEMENT

FOR TSS

03/21/2018 ALB KAW

528A7-18-717

A-200

ELEVATION LEGEND

SYMBOL DISCRIPTION

S- ROOM SIGNAGE - REFER TO DRAWING AS-600

CORRIDOR ELEVATION

1/4" = 1'-0"

CORRIDOR ELEVATION

1/4" = 1'-0"

INTERIOR ELEVATION (RM CL54)

1/2" = 1'-0"

INTERIOR ELEVATION (RM CL47)

1/2" = 1'-0"

INTERIOR ELEVATION (RM CL52)

1/2" = 1'-0"

A-200

COUNTER TOP DETAIL

3" = 1'-0"

INTERIOR ELEVATION (RM CL52)

1/2" = 1'-0"

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

DRAWING TITLE

APPROVED PROJECT DIRECTOR

PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISIONS DATE

SYRACUSE VA

MEDICAL CENTER

ENGINEERING

DEPARTMENT

ISSUED DATE

800 IRVING AVE. SYRACUSE, NY 13210

DWG.

FRANI, CHRISTOPHER

DOOR TYPES, NOTES

DOOR HEAD / JAMB DETAILS,

DOOR FRAMING AND FRAMES

RENOVATION OF BASEMENT

FOR TSS

03/21/2017 ALB KAW

528A7-18-728

A-400

DOOR TYPES

1/4" = 1'-0"

DOOR NOTES & SIZES

NTS

DOOR FRAMES

1/4" = 1'-0"

HEAD & JAMB DETAIL

NTS

PARTITION FRAMING FOR DOORS

NTS

AutoCAD SHX Text

ANCHOR FRAME

AutoCAD SHX Text

CMU

AutoCAD SHX Text

PTN. TYPE

AutoCAD SHX Text

WIDTH AS SCH.

AutoCAD SHX Text

OR REQ'D BY

AutoCAD SHX Text

TO BLOCK

AutoCAD SHX Text

STEEL LINTEL

AutoCAD SHX Text

PARTITION

AutoCAD SHX Text 4"

AutoCAD SHX Text `0"

AutoCAD SHX Text 2"

AutoCAD SHX Text `0"

AutoCAD SHX Text

PTN. TYPE

AutoCAD SHX Text

OR REQ'D BY

AutoCAD SHX Text

WIDTH AS SCH.

AutoCAD SHX Text

SEE PLAN FOR TYPE.

AutoCAD SHX Text

CMU PARTITION

AutoCAD SHX Text

GROUT SOLID

AutoCAD SHX Text `8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 5"

AutoCAD SHX Text

AS SCHED.

AutoCAD SHX Text

SECTIONS & DETAILS

AutoCAD SHX Text

SEE TYPICAL

AutoCAD SHX Text

FOR MATERIALS

AutoCAD SHX Text 2"

AutoCAD SHX Text

BACKER ROD & SLNT EA SIDE

AutoCAD SHX Text

AS SCHED.

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

SEE TYPICAL

AutoCAD SHX Text

FOR MATERIALS

AutoCAD SHX Text

SECTIONS & DETAILS

AutoCAD SHX Text

STRUCT.

AutoCAD SHX Text 4"

AutoCAD SHX Text `6"

AutoCAD SHX Text

ELEVATION.

AutoCAD SHX Text

AS PER

AutoCAD SHX Text

LINTEL

AutoCAD SHX Text

AS PER

AutoCAD SHX Text

MASONRY

AutoCAD SHX Text

CHAN. CLOSURE

AutoCAD SHX Text

HM DOOR W/TOP

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

JAMB SIMILAR

AutoCAD SHX Text

JAMB SIMILAR

AutoCAD SHX Text 2"

AutoCAD SHX Text

UNO

AutoCAD SHX Text

APPLICABLE.

AutoCAD SHX Text

CORNER

AutoCAD SHX Text

PTN WHERE

AutoCAD SHX Text

SEALANT TYPICAL.

AutoCAD SHX Text

DOUBLE STUD.

AutoCAD SHX Text

ANCHORS PER JAMB.

AutoCAD SHX Text

HM FRAME W/MIN 3

AutoCAD SHX Text

SEE PTN TYPES

AutoCAD SHX Text

FOR THROAT DIM

AutoCAD SHX Text

AS SCHED

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text `8"

AutoCAD SHX Text 2"

AutoCAD SHX Text `8"

AutoCAD SHX Text

FOR THROAT DIM

AutoCAD SHX Text

SEE PTN TYPES

AutoCAD SHX Text `8"

AutoCAD SHX Text

LEAF

AutoCAD SHX Text

OPH

AutoCAD SHX Text 2`0"

AutoCAD SHX Text 2"

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text `8"

AutoCAD SHX Text `0"

AutoCAD SHX Text

HM FRAME

AutoCAD SHX Text

DOUBLE EGRESS

AutoCAD SHX Text `8"

AutoCAD…

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