528A7-18-726 Renovate 4B for Cardiology - Drawings for Construction.pdf

PDF 25 MB Posted Nov 3, 2020

Attached to: Z1DA--528A7-18-726 RENOVATE 4B FOR CARDIOLOGY
Solicitation number: 36C24220B0066
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity to renovate space in a Veterans Affairs medical facility. The solicitation number is 36C24220B0066 and seeks to renovate the 4B ward for cardiology services at the Veterans Integrated Service Network 2 facility under opportunity Z1DA--528A7-18-726. The work includes renovating existing space to upgrade the cardiology department. The Department of Veterans Affairs Veterans Health Administration is the contracting agency. The response due date and other details are not provided in this high-level overview of the opportunity.

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528A7-18-726 Renovate 4B for Cardiology - Pre-bid RFIs - Response.docx	DOCX document	Dec 4, 2020
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36C24220B0066_3.docx	DOCX document	Nov 5, 2020
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NY202000026 9-25-2020.pdf	PDF	Nov 3, 2020
36C24220B0066_2.docx	DOCX document	Nov 3, 2020
528A7-18-726 Renovate 4B for Cardiology - Specifications for Construction.pdf	PDF	Nov 3, 2020

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COVER SHEET

AND

DRAWING INDEX

GI001

ARFTMH

DESIGN RENOVATION

FOR 4B CARDIOLOGY

528A7-18-726

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Reviewed:

Drawing Title Project Title

Location

Building Number Checked

Project No.

DRAWING NO.

Drawn

Date

Approved: Project Director

Reviewed: Facility Director

Reviewed: Facility Manager

BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE WHATSOEVER

WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0126

Scient is ts | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

T. 781-275-6050 www.mabbett.com

N A

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION (IF PRESENT)

ROOM AREA DESIGNATION (IF PRESENT)

PARTITION TYPE DESIGNATION. SEE

PARTITION LEGEND

DOOR NUMBER DESIGNATION

SPECIAL NOTATION (e.g. DEMO NOTE)

W1 WINDOW TYPE DESIGNATION

1T ACCESSORY ITEM- SEE ACCESSORY

SCHEDULE

DATUM POINT OR WORK POINT

BUILDING SECTION

WALL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

A-XXX

A2 B1

DETAIL NUMBERS

SHEET NUMBER WHERE

DETAIL IS LOCATED

ELEVATIONS

REVISION NOTE

REVISION NUMBER

EXTENT OF REVISION

A1 A2 A3 A4 A5 A6 A7

B1 B2 B3 B4 B5 B6 B7

C1 C2 C3 C4 C5 C6 C7

D1 D2 D3 D4 D5 D6 D7

E1 E2 E3 E4 E5 E6 E7

F1 F2 F3 F4 F5 F6 F7

DETAIL NUMBER DETAIL SCALE

DETAIL NAME

DETAIL NUMBER

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

AXX

View Name

ROOM NAME

00000

1500 SF

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

PLAN DETAIL

DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL

IS LOCATED

EXTENT

OF DETAIL

R01

NNNL

A-XXX

NEW DOOR IN NEW OR EXISTING

PARTITION, SEE DOOR SCHEDULE

EXISTING DOOR IN NEW OR EXISTING

PARTITION, WITH MODIFICATION. SEE

DOOR SCHEDULE

EXISTING DOOR TO BE REMOVED,

SEE REMOVAL PLAN

EXISTING DOOR TO REMAIN, IN

EXISTING PARTITION

E-###

FINISHED SURFACES-NEW

REMOVAL OF EXISTING

EXISTING SURFACES

GRAVEL / STONE

CONCRETE - CAST

IN PLACE

CONCRETE

MASONRY UNIT

BRICK

CONCRETE -

PRECAST

STONE

GRANITE

MARBLE

SAND / MORTAR

GYPSUM

WALLBOARD

ALUMINUM

STEEL

RIGID INSULATION

TILE

P LAM OVER

COMPOSITE

WOOD

WOOD - FINISHED

PLYWOOD

ACOUSTIC TILE

CARPET

EARTH

BATT INSULATION WOOD

BLOCKING

REINFORCING -

WWF

SOLID SURFACE

QUARTZ

CULTERED MARBLE

SYNTHETIC

1' -4

ELEV SECTION

8" 1'

-4

2' -0

TOP OF MASONRY

UNIT BEYOND

ACTUAL FACE

OF MASONRY

F R

O M

V A

1' A B

FOR DOOR OPENING

INFORMATION SEE

DOOR SCHEDULE

A-101

7'-4" 4'-8"

3' -0

2'-2"

FINISHED

FACE OF

NON-

MASONRY

WALL

NOMINAL

FACE OF

MASONRY

WALL

3 B

6 A

1 A

A-001

1' -6

4" 1"

5/ 8"

2" 5/

S E

E P

33 ACTUAL FACE

OF MASONRY

NOMINAL

DIMENSION

FROM PLAN

1/2" JT WIDTH

FACE OF

FINISHED

SURFACE

FROM PLAN

NOMINAL DIM

FROM PLAN

NOMINAL OPENING

TYPE 2

RATING = ---

TEST = ---

STC = ---

4 7/8"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

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

TYPE 1

RATING = 1 HR

TEST = U-465

STC = 47

1 LAYER 5/8" TILE BACKER BOARD

AT ALL TOILET/SHOWER ROOMS

2 1/2" MINERAL WOOL INSULATION

1 1/2" RIGID INSUL. ADHESIVE

APPLIED TO EXIST WALL & INSUL

MFR STD TAPE

1 5/8" METAL STUDS - 20 GA AT 16"

OC. BRACE STUDS TO MASONRY

@ 48" OC.

1 LAYER 5/8" GWB.

EXG. EXTERIOR WALL

TYPE 3

RATING = 1 HR

TEST = U-465

STC = 47

2 1/2" METAL STUDS - GA 2

ROWS - AT 16" OC

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

PATIENT ROOM SIDE. TILE

BACKER BOARD ON TOILET

ROOM SIDE. BRACE EACH PAIR

STUDS AT 48" OC VERTICAL.

PROVIDE 2 LAYERS 2 1/2" MINERAL

WOOL INSULATION.

SEE PLAN.

5 3/8"

TYPE 4

RATING = 1 HR

TEST = UL-U465

STC = 51

3 5/8" METAL STUDS - 20

GA AT 16" OC

2 1/2" MINERAL WOOL INSULATION

1 LAYER 5/8" SOUND

DEADENING TYPE 'X' GWB

1/2" RC-1 CHANNELS 25 GA

AT 24" O.C.

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

TYPE 8

5/8" GWB ADHESIVE APPLIED TO

EXIST SURFACE

TYPE 7

2 1/2" MTL STUDS - 20 GA

@ 16" OC

1 LAYER 5/8" GWB

5 3/4"

TYPE 5

RATING = 1 HR

TEST = UL-U465

STC = 51

4" METAL STUDS - 20 GA

AT 16" OC

2 1/2" MINERAL WOOL INSULATION

1 LAYER 5/8" SOUND

DEADENING TYPE 'X' GWB

1/2" RC-1 CHANNELS 25 GA

AT 24" O.C.

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

7 3/4"

TYPE 6

RATING = 1 HR

TEST = UL-U465

STC = 51

6" METAL STUDS - 20 GA

AT 16" OC

2 1/2" MINERAL WOOL INSULATION

1 LAYER 5/8" SOUND

DEADENING TYPE 'X' GWB

1/2" RC-1 CHANNELS 25 GA

AT 24" O.C.

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

RATING = ---

TEST = ---

STC = ---

RATING = ---

TEST = ---

STC = ---

TYPE 9

RATING = ---

TEST = ---

STC = ---

1 1/2" RIGID INSUL. ADHESIVE

APPLIED TO EXIST WALL & INSUL

MFR STD TAPE

3 1/2" METAL STUDS - 20 GA AT 16"

OC. BRACE STUDS TO MASONRY

@ 48" OC.

1 LAYER 5/8" GWB.

EXG. EXTERIOR WALL

4 7/8"

3-5/8" METAL STUDS- 20 GAUGE

AT 16" O.C.

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

TYPE 1

RATING = 1 HR

TEST = U-465

STC = 47

1.1

1 LAYER 5/8" TILE BACKER BOARD

AT ALL TOILET/SHOWER ROOMS

2 1/2" MINERAL WOOL INSULATION

EXTEND ALL MATERIALS

TO UNDERSIDE OF

DECK/SLAB

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD.

AT INSULATED WALLS

PROVIDE 2-1/2" BATT

INSULATION MIN 24" TO EA

SIDE OF WALL.

CLG

24" MIN 24" MIN

CLG 6"

EXTEND GB MATERIAL

ABOVE CLG & BRACE

STUDS AT STRUCT ABOVE,

AS REQD TO PROVIDE

STABILITY

CLG 6"

STOP GB ABOVE CLG ONE

SIDE; EXTEND ALL OTHER

MATERIALS TO

UNDERSIDE OF

DECK/SLAB

CLG 6"

LOW WALL, SEE

DWGS FOR HT

CLG

V A

BULKHEAD

CONDITIONS VARY-

SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY

CLG 6"

A R

BULKHEAD

CONDITIONS VARY-

SEE DWGS FOR

DETAILS. BRACE

STUDS AT STRUCT

ABOVE, AS REQD TO

PROVIDE STABILITY

CLG 6"

A R

CLG

CONSTRUCTION TYPES :

HEIGHT TYPES :

ADDITIONAL RELATED NOTES: SEE "GENERAL NOTES"

SEE SPECIFIC NOTES ON PLANS AND

DETAILS; SEE SPECIFICATIONS

TEST DESIGNATIONS : UL= UNDERWRITERS LABORATORIES

OSU= OHIO STATE UNIVERSITY

UC= UNIVERSITY OF CALIFORNIA

ALPHABET SUFFIX DESIGNATES

PARTITION HEIGHT NOTED BELOW

NUMERAL PREFIX DESIGNATES

PARTITION CONSTRUCTION NOTED

ABOVE

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

SH AE

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com GI-100

GENERAL INFORMATION

ABBREVIATIONS

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

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

SST STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PLATE STEEL PLATE

STN STONE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SHEET VINYL FLOORING

SYMM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S LABATORY

(TEST)

UNO UNLESS NOTED OTHERWISE

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALLCOVERING

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WDWT WINDOW TREATMENT

WGL WIRED GLASS

WP WATERPROOFING

WPT WORKPOINT

WS WEATHERSTRIP

WWF WELDED WIRE FABRIC

JOB SPECIFIC ABBREVIATIONS

AMP ACOUSTICAL METAL PANEL

BE BAKED ON ENAMEL

CC CONTRACTOR SUPPLIED &

INSTALLED

COR CONTRACTING OFFICER'S

TECHNICAL

REPRESENTATIVE

CTG COATING

DC DOOR CONTROL

DISTR DISTRIBUTION

EFTR EXIST FINISH TO REMAIN

FC FILE CABINET

GBP 3 SIZE GLOVE DISPENSER

ICB INTEGRAL COVE BASE

LGMF LIGHT GA METAL FRAMING

MC METAL CEILING

MTD MOUNTED

MW MICROWAVE

PCP PORTLAND CEMENT PLASTER

PFW POLYPROPYLENE FABRIC

WALL COVERING

RCT RADIANT CEILING TILE

REF REFRIGERATOR

RF RAISED RUBBER FLOORING

RST RESILIENT STAIR TREADS

RTF RESILIENT TILE FLOORING

SD SOAP DISPENSER

SHD SHARPS DISPENSER

TPD TOILET PAPER DISPENSER

VAMC SYRACUSE VA MEDICAL

CENTER

VC VA SUPPLIED &

CONTRACTOR INSTALLED

VV VA SUPPLIED & INSTALLED

WSF VINYL SHEET FLOORING

(HEAT WELDED SEAMS)

ZA ZONE ALARM

ZVB ZONE VALVE BOX

ABBREVIATIONS

FURG FURRING

FURN FURNISHED/FURNITURE

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCT GLAZED CERAMIC TILE

GL GLASS/GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HCP HANDICAPPED

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING/VENTILATING/AIR

CONDITIONING

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

LT GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

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

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PBD PARTICLE BOARD

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PNTD PAINTED

PR PAIR

PREFAB PREFABRICAT(D)

PT PRESSURE TREATED

PTD PAPER TOWER DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

(PLASTIC)

PVG PAVING

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE(D)

REQ'D REQUIRED

RESIL RESILIENT

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

ANN PNL ANNUNCIATOR PANEL

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BEV BEVELED

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BOT OF BOTTOM OF

BRG BEARING

BSMT BASEMENT

BUR BUILT-UP ROOF

CAB CABINET

CEM CEMENT

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARD READER

CRS COLD ROLLED STEEL

CT CERAMIC TILE

D DEPTH

DET DETAIL

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DMPF DAMPPROOFING

DR DOOR

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC HOLD

OPEN

ENTR ENTRANCE

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOFING

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC/PANEL

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT/FEET

FTG FOOTING

DIMENSIONING LEGEND NOTES

Key Name DIM LEGEND NOTE

1 MASONRY PLAN DIMENSIONS AT SCALES NOT SHOWING INDIVIDUAL MODULES ARE TO NOMINAL FACE OF MASONRY

2 NON MASONRY DIMENSIONS ARE TO FINISHED FACE OF MATERIAL UNLESS NOTED OTHERWISE

3 MASONRY ON DRAWINGS SHOWN WITH INDIVIDUAL MODULAR UNITS ARE DIMENSIONED TO ACTUAL SIZE, AND WHERE

SHOWN INCLUDE REFERENCES TO MODULAR DIMENSIONS.

4 MASONRY COURSING LINES IN ELEVATON REPRESENT NOMINAL DIMENSIONS. VERTICAL JOINTS ARE DIMENSIONED TO CENTERLINE OF JOINT. HORIZONTAL JOINTS ARE DIMENSIONED TO TOP OF MASONRY IN ELEVATION AND IN SECTION.

5 DIMENSIONS ARE FROM STRUCTURAL COLUMN CENTERLINES, UNO.

6 AT INTERSECTION OF DIFFERENT PARTITION TYPES, CONTINUE PARTITION OF GREATER FIRE RATING THROUGH

INTERSECTION UNO.

7 REFER TO PARTITION SCHEDULE FOR PARTITION THICKNESS AND HEIGHT.

8 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN

MAY NOT BE ALL INCLUSIVE. REFER TO APPROPRIATE DISCIPLINE FOR INFORMATION.

9 REFER TO WORKPOINTS WHERE SHOWN FOR ELEMENTS PLACED ON NON-PARALLEL OR NON-PARALLEL RELATIONSHIPS.

WORKPOINTS MAY ALSO BE SHOWN AS LAYOUT STARTING POINTS IN ORDER TO MAINTAIN CORRECT RELATIONSHIPS

BETWEEN ELEMENTS.

GENERAL NOTES-ARCHITECTURE

Key Name GENERAL NOTES

1 SEE "REGULATORY PLAN" FOR REGULATORY INFORMATION AND UL ASSEMBLY DESIGNATIONS FOR FIRE RATED STEEL

STRUCTURE AND FLOOR ASSEMBLIES.

SCALE: NO SCALE

ABBREVIATIONS

SCALE: NO SCALE

MATERIALS LEGEND

SCALE: NO SCALE

GRAPHIC KEY

SCALE: NO SCALE

DIMENSIONING GUIDE ELEV/SECTION

SCALE: NO SCALE

DIMENSIONING GUIDE PLAN

SCALE: NO SCALE

DIMENSIONING GUIDE DETAIL

SCALE: NO SCALE

PARTITIONS

D .7

PC .1PD .1

P B

P5.8

P B

R A M P

D N

RAMP

UP DN

U P

D N

N E

W A

D D

N E

G B

U P

D N

R A M P

D N

BRICK

SIDEWALK

CONCRETE

SIDEWALK

SERVICE ELEVATORS

CONTRACTOR ACCESS

VAN BUREN STREET

UNIVERSITY PLACE

N O P Q

R S T U

TEMPORARY

WALKOFF MAT

TEMP. 2 HR

FIRE BARRIER

TEMP. 2 HR FIRE BARRIER

AND 90 MIN. DOOR & 48"

DOOR FRAME.

GENERAL NOTES:

1. DEMOLITION AND CONSTRUCTION THAT IS DISRUPTIVE TO THE OWNER'S

OPERATIONS ARE TO BE PERFORMED ONLY BETWEEN THE HOURS OF 7:00 AM TO

4:00 PM IN 2 HRS ON (MAX) & 2 HRS OFF (MIN) INCREMENTS. EXACT TIMES TO BE

COORDINATED W/ VAMC COR.

2. REFER TO SHEET AD-100 FOR EXISTING FLOOR PLAN CONFIGURATION.

4. CONTRACTOR TO MAINTAIN NEGATIVE AIR IN ALL PHASE IN CONSTRUCTION

AREAS. PROVIDE MANOMETER TO MONITOR PRESSURE AT CONSTRUCTION DOOR.

5. INFECTION CONTROL CLASS IV - VERIFY WITH C.O.R.

6. DOOR AT STAIR 5 MAY NEVER BE USED FOR RE-ENTRY. THIS DOOR WILL ALWAYS

BE LOCKED.

7. SMOKE HEADS SHALL BE COVERED FOR THE DURATION OF WORK DAY & BE

REMOVED PRIOR TO LEAVING WORK AREA AT THE END OF EACH WORK DAY.

8. CONSTRUCTION DOOR SHALL BE EQUIPPED WITH CLOSER & STOREROOM

FUNCTION LOCKSET. COMPATIBLE WITH VA 7 PM SFIC. DOOR SHALL ALWAYS BE

LOCKED.

B426

B425B423B421

B424B422

B427

B418

B420

B419B417B415B413

B416B410B408B406B404

B411

B436

B440

B442

B444

B446

B439

B441

B443

B445

B447

B437

B407 B409

B439A

B413A

B416A

B414

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com GC-100

4B FLOOR ICRA AND PHASING

PLAN-CONTRACTOR ACCESS

& SITE PLAN

SCALE: 1/32" = 1'-0"

BASEMENT & PARTIAL SITE PLAN

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

4TH FLOOR ICRA PLAN

Cradle

Extender

Cradle

Extender

C C

C C1 C

B B B

B B

GENERAL NOTES:

1. CONTRACTOR MUST FOLLOW ALL INFECTION CONTROL

PROCEDURES AND TEMPORARY CONSTRUCTION DEFINED IN

PROJECT MANUAL.

2. CONTRACTOR IS TO COORDINATE ALL WORK AND SCHEDULES

WITH VAMC COR. ROOMS SHOWN ARE NOT AVAILABLE FOR USE

CONCURRENTLY.

3. NEGATIVE PRESSURE MUST BE MAINTAINED 24/7 IN EACH

ACTIVE WORK AREA.

4. NO CONTRACTOR STORAGE IS ACCEPTABLE IN CORRIDORS.

ALL MATERIALS MUST BE CONTAINED IN THE ACTIVE WORK

AREA, OR ASSIGNED AREAS ACCEPTABLE TO THE COR.

5. ENTRY TO EACH ROOM IS TO BE SEALED W/ OVERLAPPING

REINF. FIRE RESISTANT PLASTIC PARTITION SUCH THAT

NEGATIVE AIR PRESSURE IS MAINTAINED BETWEEN CORRIDOR

& ROOM BY EXHAUSTING AIR OUT OF ROOM.

6. PROVIDE WALK OFF MATS AND PLASTIC ISOLATION INSIDE

EACH ROOM BY EACH DOOR. ALL VA EQUIPMENT & PROPERTY

MUST BE COVERED PRIOR TO WORK STARTING.

7. 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 AND MUST

BE COVERED.

8. CONSTRUCTION ACTIVITIES CAN NOT HAPPEN

CONCURRENTLY IN CT SCAN 1 AND CT SCAN 2.

9. ALL THIRD FLOOR WORK WILL BE COMPLETED AFTER HOURS,

4PM-9PM.

B344

CT SCANNER2

B343

CONTROL ROOM 2

B342

MECH ROOM

B325

CORRIDOR

B341

CT SCANNER 1

B317

ANGIO

B318

OBSERVATION

B316

VESTIBULE

B316A

ELEC.

B316

SIEMENS EQUIPMENT

B314

PORTABLE C-ARM

B314A

ELEC.

B312

OFFICE

B320

CORRIDOR

B315

STORAGE

B313

STEP DOWN

B311

WAITINGB309

STORAGE

B311A

W/C

B307

IV ROOM

B340

STAFF

B338

OFFICE

B339

MECH ROOM

B336

OFFICE

B341A

CONTROL ROOM 1

A MINIMUM OF ONE CT SCAN

AND ITS ASSOCIATED CONTROL

ROOM MUST BE OPERATIONAL

AT ALL TIMES 24/7.

PROVIDE TEMPORARY PROTECTION OF ALL

MEDICAL EQUIPMENT DURING CONSTRUCTION

PROVIDE TEMPORARY

PARTITION BETWEEN CT ROOMS

DURING CONSTRUCTION

ACTIVITIES IN EITHER ROOM.

GENERAL NOTES:

1. DEMOLITION AND CONSTRUCTION THAT IS DISRUPTIVE TO THE

OWNER'S OPERATIONS ARE TO BE PERFORMED ONLY BETWEEN THE

HOURS OF 4:00 PM TO 9:00 PM. EXACT TIME TO BE COORDINATED W/

VAMC COR.

2. REFER TO SHEET AD-100 FOR EXISTING FLOOR PLAN CONFIGURATION.

3. CONTRACTOR TO MAINTAIN NEGATIVE AIR IN ALL CONSTRUCTION

AREAS. PROVIDE MANOMETER AT TEMPORARY WALL.

4. CONTRACTOR TO MAINTAIN AND PERFORM ALL INFECTION CONTROL

PROCEDURES REQUIRED BY VA AT ALL TIMES.

5. CONSTRUCTION ACTIVITIES CAN NOT HAPPEN CONCURRENTLY IN CT

SCAN 1 AND CT SCAN 2 OR THEIR RESPECTIVE CONTROL ROOMS.

6. REPLACE ALL GRID OR TILE THAT IS DAMAGED.

7. EXISTING CEILING MAY NOT REFLECT THE CONDITIONS & RCP SHOWN.

B344

CT SCANNER2

B343

CONTROL ROOM

B342

ELEC.

B325

CORRIDOR

B341

CT SCANNER 1

B317

ANGIO

B318

OBSERVATION

B316

VESTIBULE

B316A

ELEC.

B316

SIEMENS EQUIPMENT

B314

PORTABLE C-ARM

B314A

ELEC.

B312

OFFICE

B320

CORRIDOR

B315

STORAGE

B313

STEP DOWN

B311

WAITING

B309

STORAGE

B311A

W/C

B307

IV ROOM

B340

STAFF

B338

OFFICE

B339

MECH ROOM

B336

OFFICE

ALL WORK WITHIN THIS AREA MUST BE

PERFORMED IN ONE WEEKEND BETWEEN

5:00 PM FRIDAY AND 5:00 PM SUNDAY.

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com GC-101

3B FLOOR ICRA AND PHASING

PLAN

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

3RD FLOOR ICRA PLAN

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

3RD FLOOR REFLECTED CEILING PLAN

NON-RATED

1 HR FIRE BARRIER

2 HR FIRE BARRIER

SMOKE PARTITION

N O P Q

R S T U

EXISTING 4TH

FLOOR CENTER

SMOKE

COMPARTMENT

-ZONE 42

EXISTING 4TH

FLOOR B WING

SMOKE

COMPARTMENT

-ZONE 43

EXISTING

ZONE 40

EXAM/OFFICE

B444

EXAM/OFFICE

B442

EXAM/OFFICE

B440

EXAM/OFFICE

B438

EXAM/CHF

B436

SCREENING

B434

EXAM/OFFICE

B445

EXAM/OFFICE

B443

EXAM/OFFICE

B441

EXAM/OFFICE

B439

PACER

B437

SCREENING

B435

HAC

B407

CLEAN STORAGE

B433

CLEAN LINEN

B431

EXAM/OFFICE

B427

EXAM/OFFICE

B425

READING RM

B423

TLT

B426A

EXAM/OFFICE

B424

EXAM/OFFICE

B422

ECHO RM

B421

ECHO RM

B419

ECHO RM

B417

CHF INFUSION

B413

PUBLIC TLT

B432

SOILED HOLDING

B411

STRESS/ECHO TEST

B414

STRESS/ECHO TEST

B416

SCHEDULE

B408A

CASE MGR

B410

RECEPTION

B408

WAITING AREA

B406

ELEC

B418

OXYGEN

B415

STAFF WORK AREA

B426

ELEC

B409

CORRIDOR

B400C

CORRIDOR

B400A CORRIDOR

B400B

STAIR 5

4S5

E1.A

E X

D E

A D

E N

3' -8

-0

EXISTING DEAD END 82'-0" > 20'-0"

ZONE 75

E2.A

E3.A

DOOR TO REMAIN. TO BE

REPAIRED & PREPARED

FOR PAINT.

1 - 1

TRAVEL DISTANCE

LINE TO EXIT

TRAVEL DISTANCE

PATH-SEE SCHEDULE

FOR DISTANCE

CODE SYNOPSIS

PROJECT OVERVIEW:

RENOVATE 4B FOR CARDIOLOGY, SYRACUSE VA MEDICAL CENTER

APPLICABLE CODES:

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

· 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

· VA DESIGN GUIDE AND TECHNICAL GUIDE

· VA FIRE PROTECTION DESIGN MANUAL- DEC. 2015

· UNIFORM FEDERAL ACCESSIBILITY STANDARDS WITH VA BARRIER FREE DESIGN GUIDE (PG 18-13)

BUILDING USE CLASSIFICATION:

HEALTH CARE

HEALTH CARE OCCUPANCY (NFPA 101 - CHAPTER 18)

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 "NFPA 13-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-LOADBEARING 0

INTERIOR BEARING WALLS 2

EXIT, EXIT HALLWAY STAIRWAY 2

ENCLOSURE (4 OR MORE STORIES)

MECHANICAL SHAFTS, ELEVATOR HOIST WAYS (4 OR MORE) 2

EXIT ACCESS CORRIDORS 1 (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 2

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 (18.2.6.2.1) (E1)(E1.A)

· MAXIMUM DEAD END LENGTH REQUIRED 30 FT (18.2.5.2)

(SPRINKLERED BUILDING)

. FROM ANY POINT TO DOOR IN BUILDING SUBDIVISION 200 FT (18.3.7.1(5)) (E2) (E2.A)

SMOKE BARRIER. 100 FT (18.2.5.3) (E3)

. COMMON PATH OF TRAVEL

REQUIRED EGRESS WIDTH:

DOORWAYS 34" MIN.

STAIR DOORS 36" WIDE

STAIRS 44"

CORRIDOR WIDTH 96"

OPENING PROTECTIVES IN RATED CONSTRUCTION

DOORS IN 1 HR. RATED CONSTRUCTION (SELF-CLOSING, SELF LATCHING) 3/4 HR., LABEL "C"

DOORS IN 1 HOUR SMOKE BARRIER RATED BUILDING SUBDIVISION (SELF CLOSING) 20 MIN

SMOKECOMPARTMENT

. MINIMUM OF 2 PER FLOOR 18.3.7.1

. MAXIMUM OF 40,000 SF 18.3.7.1 (3)(C)

. IF LESS THAN 150 FT IN LENGTH OR WIDTH, TRAVEL DISTANCE TO SMOKE BARRIER

IS NOT LIMITED.

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AE-100

4B LIFE SAFETY PLAN

SCALE: NO SCALE

GRAPHIC KEY

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

REGULATORY PLAN

SCALE: NO SCALE

CODE SUMMARY

SCHEDULE-TRAVEL DISTANCE PATHS

PATH LENGTH ALLOWED PATH TYPE

E1 89'-1" 200' EGRESS

E1.A 122'-4" 200' EGRESS

E2 110'-4" 200' BUILDING SUBDIVISION

E2.A 131'-9" 200' BUILDING SUBDIVISION

E3 85'-1" 100' COMMON PATH

E3.A 82'-11" 100' COMMON PATH

SCALE: NO SCALE

TRAVEL DISTANCE

REMOVE EXISTING WD BLOCKING

REMOVE EXISTING SSM WINDOW SILL & STOOL

EXISTING PRECAST CONCRETE

WINDOW SILL TO REMAIN

EXISTING ALUMINUM WINDOW SYSTEM TO REMAIN

WINDOW JAMB BEYOND

EXISTING BRICK VENEER, CMU AND

PLASTER FINISH TO REMAIN

N O P Q R S T U

B426

B425B423B421

B424B422

B427

B418

B420

B419B417B415B413

B416B410B408B406B404

B411

B436

B440

B442

B444

B446

B439

B441

B443

B445

B447

B437

B407 B409

B439A

B413A

B416A

B414

R01

R01 R01

R01

R01 R01

R01

R01 R01 R01

R01

R01 R01

R01

R01R01R01

R01

R01R01R01

R01 R01

R02

R02R02R02

R02

R02R02R02R02R02

R02

R02 R02

R02

R02 R02 R02 R02 R02

R02

R01

R16 R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16 R14 R16 R14 R16 R14 R16 R14

R16 R14 R16 R14

R16 R14 R16 R14 R16 R14 R16 R14R06R06R06

R06R06

R06R06R06R06

R06R13

R06

R13

R06

R06 R06 R06 R06

R06 R06 R06

R06

R01

R01 R01 R01

R01 R01

R01

R01 R01

R01

R06

R01

R06

R01

R01R01

R01

R06

R04R03R04R03R04R03

R04R03

R04R03R04R03R04R03R04R03R04R03R04R03R04R03

R04R03

R04R03 R04R03

R04R03 R04R03 R04R03 R04R03

R04R03 R04R03

R04 R07

R04 R07 R04 R07

R04 R07

R01

R01 R01

R13

R09

R05

R13

R08

R06

R08

R02

R04R03 R04R03

R04R03

R01

R15

R06

R10R10R10

R10R10

R10R10R10R10

R10

R10 R10 R10 R10

R10 R10 R10

R10

R12

EXISTING FLOOR

EXISTING WALL

PORTION OF TERRAZZO

COVE TO BE REMOVED

REMOVE COMPLETELY AND

FILL FOR FLUSH FINISH AT

WALLS TO BE REMOVED

1. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL-INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE DESIGN INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. ANY WORK NOT SPECIFICALLY SHOWN OR NOTED, BUT IS REASONABLY IMPLIED BY THE REMAINING DOCUMENTS WILL BE INCLUDED IN

THE CONTRACT.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS AND NOTIFY THE COR IMMEDIATELY IN WRITING OF ANY DEVIATION FROM CONTRACT 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 FINISH. ALL WORK SHALL REFLECT HIGHEST LEVEL OF INDUSTRY

STANDARDS FOR EACH TRADE.

5. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND ACCEPTABLE MANNER TO ALL AUTHORITIES HAVING JURISDICTION AND THE OWNER. 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. REFER TO ICRA & LIFE SAFETY PLANS.

7. HAZARDOUS MATERIAL NOTE: CONTRACTOR SHALL STOP WORK AND INFORM OWNER IMMEDIATELY IN WRITING OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR THOUGHT TO BE HAZARDOUS. COR, AFTER RECEIVING WRITTEN NOTICE, 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. REFER TO ICRA & LIFE SAFETY PLANS.

9. PRIOR TO ANY DEMOLITION THE CONTRACTOR SHALL 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. CONTRACTOR SHALL COORDINATE ARCHITECTURAL DEMOLITION DRAWINGS AND NOTES WITH MEP/FP DRAWINGS AND NOTES. PATCH OR REBUILD

ANY AREAS TO REMAIN THAT HAVE BEEN DISTURBED BY MEP/FP DEMOLITION.

12. CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH COR TO IDENTIFY ANY ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

13. ALL MATERIALS AND ITEMS REMOVED BY CONTRACTOR, UNLESS OTHERWISE NOTED, BECOME HIS PROPERTY AND ARE TO BE REMOVED FROM THE

SITE IN CLOSED CONTAINERS ON A DAILY BASIS OR IN MANNER ACCEPTABLE TO COR.

14. CONTRACTOR SHALL PREPARE FLOOR SLABS PER THE SPECIFICATION SO FINISH FLOORS ARE FLUSH WITH EACH OTHER AND PREPARED TO

ACCEPT NEW FINISH.

15. 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.

16. PRIOR TO DEMOLITION, CONTRACTOR SHALL 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.

17. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH PHASING PLANS. MAINTAIN 44" MINIMUM CLEARANCE AT ALL CORRIDORS AT ANY

GIVEN TIME.

18. AFTER DEMOLITION IS COMPLETED AND PRIOR TO THE START OF CONSTRUCTION WORK, CONTRACTOR TO INSTALL CEMENTITIOUS UNDERLAYMENT OVER THE ENTIRE SLAB IN THE PROJECT AREA APPROXIMATELY 6,415 SQ. FT. FILL/PLUG ALL HOLES WATER TIGHT PRIOR TO INSTALLING

UNDERLAYMENT.

REMOVE PIPE, SEE PLUMBING DWGS

16 GA POUR STOP

FLR TOPPING

FLR FINISH

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AD-101

4B DEMOLITION FLOOR PLAN

AND DETAILS

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

FLOOR PLAN 4B-DEMO

KEYED NOTES-DEMOLITION

NUMBER COMMENT

R01 REMOVE MASONRY & PLASTER WALL SYSTEM, PATCH/REPAIR ANY FLOOR AND/OR CEILING SUBSTRATE DAMAGED BY REMOVAL. PREPARE EXISTING SUBSTRATE TO REMAIN AS REQUIRED TO RECEIVE NEW FINISH WORK. INFILL SLAB W/ CONC TO FLUSH W/ EXIST AT WALL REMOVALS. ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. CONSULT WITH COR PRIOR TO REMOVAL TO DETERMINE WHAT ACCESSORIES ARE TO BE SALVAGED. REFER TO AB SERIES FOR AREAS WHERE THESE MATERIALS REQUIRE SPECIAL HANDLING.

R02 REMOVE DOOR, HM DOOR FRAME, HARDWARE AND ALL ASSOCIATED FASTENERS IN THEIR ENTIRETY.

R03 REMOVE VCT AND MASTIC FROM FLOOR SUBSTRATE, PATCH/REPARE ANY DAMAGE ASSOCIATED WITH REMOVAL AND PREPARE EXISTING SUBSTRATE TO RECEIVE NEW FINISH WORK. REFER TO AB SERIES DRAWINGS FOR AREAS WHERE THESE MATERIALS REQUIRE SPECIAL HANDLING.

R04 REMOVE ACOUSTICAL CEILING TILE, ASSOCIATED GRID, GWB SOFFITS, AND SUPPORT HANGERS. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL AT EXISTING WALLS TO REMAIN. PREPARE WALLS TO RECEIVE NEW FINISH WORK AT EXISTING WALLS TO REMAIN.

R05 EXISTING CMU WALL & ELECTRICAL PANELS TO REMAIN.

R06 WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. VERIFY WITH COR PRIOR TO REMOVAL TO DETERMINE

WHAT ACCESSORIES THE OWNER WOULD LIKE TO SALVAGE.

R07 REMOVE FLOOR TILE AND SETTING BED, INFILL CONCRETE SLAB TO BE LEVEL WITH SURROUNDING SLAB.

R08 REMOVE WALL TILE AND SETTING MATERIAL ON WALLS TO REMAIN. PREPARE WALL FOR NEW FINISH.

R09 REMOVE CASEWORK AND ASSOCIATED HARDWARE & FASTENERS.

R10 REMOVE WALL BASES AND ANY ADHESIVES AND RESIDUES.

R12 DOOR TO REMAIN. PREP DOOR TO RECEIVE NEW PAINT.

R13 CUT/GRIND EXISTING COVED TERRAZZO BASE TO BE SQUARE AND FLUSH W/ EXIST FLOOR & WALL TO REMAIN. SEE DRAWING B8/AD-101 FOR PORTION

OF TERRAZZO COVE TO BE REMOVED.

R14 REMOVE WINDOW TREATMENTS AND ALL ASSOCIATED SUPPORTS AND HARDWARE.

R15 REMOVE DOOR & HARDWARE COMPLETELY. DOOR FRAME TO REMAIN. DOOR FRAME TO BE REPAIRED AND PREPARED TO BE PAINTED.

R16 REMOVE SSM WINDOW SILL AND PREP SURFACES TO RECEIVE NEW SILL.

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

TERRAZZO COVE REMOVAL AT CORRIDOR WALLS

SCALE: NO SCALE

REMOVAL KEYED NOTES

SCALE: NO SCALE

GENERAL REMOVAL NOTES

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

WINDOW SILL REMOVAL

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

FLOOR PIPE PENETRATION INFILL

N O P Q R S T U

SCREENING

B434

SCREENING

B435

HAC

B407

CLEAN STORAGE

B433

CLEAN LINEN

B431

EXAM/OFFICE

B427

EXAM/OFFICE

B425

READING RM

B423

TLT

B426A

EXAM/OFFICE

B424

EXAM/OFFICE

B422

ECHO RM

B421

ECHO RM

B419

ECHO RM

B417

CHF INFUSION

B413

PUBLIC TLT

B432

SOILED HOLDING

B411

STRESS/ECHO TEST

B414

STRESS/ECHO TEST

B416

SCHEDULE

B408A

CASE MGR

B410

RECEPTION

B408

WAITING AREA

B406

ELEC

B418

/SEEE1 AS-101

OXYGEN

B415

STAFF WORK AREA

B426

ELEC

B409

CORRIDOR

B400C

CORRIDOR

B400A CORRIDOR

B400B

B435

B433 B432

B431

B407

EXG2

B409 B411 B413

B415

B417 B419 B421 B423

B426

B426A

B424B420B418B416B414

STAIR 5

4S5

F/E CLOS

B412

B412 B410B408

B408A

EXG3

EXG1

SCOPES

CR CR

AS-202

AS-200 A5

AS-200 C3C1

AS-200D4

AS-200

AS-200D2

AS-200C6

AS-201

SHAFT 2

B424

1 A

1 A1 A1 A

1 A

1 A 1 A

1 A

6 A

1 A 1 A

1 A

4 A

4 A4 A

1 A

5 A 5 A 5 A

1 C

1 A

1 C

2 A 2 A

2 A

2 A 2 A

2 A

1.1 A

5 A 5 A

4 A 4 A

4 A

2 A

4 A

2 A

4 A

1 A

1 A 1 A 1 A

5 A

1 A

2 A

2 A 2 A2 A

2 A

4 A

AS-200 D6

1' -1

'-1 0"

8" 8'

-4

7' -0

-6

1' -3

10'-2 1/4"2'-8 1/2"6'-2"3'-6"

5' -8

-0

8' -1

8" 8'

-7

3 1/8"9'-4 1/8" ±9'-9"9'-9"9'-9"2'-11 1/2"4'-7"4'-10 3/8"2'-0 3/4"4'-8"1'-11 5/8"7'-10"

3'-5 1/2" 3'-9" 2'-1 5/8"

'-7

-3

3' -4

-9

8' -0

9'-9 1/8"9'-9 1/8"9'-9 1/8"9'-11 1/4"9'-11 1/4"9'-11 1/4"9'-8 1/4"8'-5"13'-3 1/4"8'-9"5'-6 1/4"

'-8

-4

'-1

ALIGN

'-7

'-0

3' -8

19'-6"19'-6"19'-6"19'-1"13'-4"9'-8"13'-0"9'-2 1/4" ±

10'-5 1/4"

'-1

0" 9'

-7

/1 6"

'-1

'-3

122'-9 1/4"

8' -0

8 C

8 C 8 C8 C 8 C 8 C8 C 8 C

2 A2 A2 A2 A2 A

9 A

2 A2 A

7 A7 A

7 A

2' -0

-0

3' -0

-0

3' -6

1.1 A1.1 A

1.1 A

1.1 A1.1 A

B422

B425 B427

5 A

TYP

AS-400

TYP

AS-400

TYP

AS-400

1 C

7 C

1 C

AS-100

1' -5

4 A

5 A

6 A

AS-100

EXISTING LAUNDRY

CHUTE TO REMAIN

AS-100

AS-101

AS-200 D8

AS-200D6

AS-200 D6

EXISTING 14"x18" DUCT

TO REMAIN SEE HVAC

EXISTING 10"x10" DUCT

TO REMAIN SEE HVAC

2'-6"

6 A 1 A

EXG4S5

1.1 A

1.1 A1.1 A

1.1 A

1 A

4 A

7 A

7 A1 A1 A 1 A1 A1 A

1 A

8 C8 C 1 A

8 C8 C

8 C

2 A

4 A

1.1 A1.1 A

9'-2 1/4" ± 13'-0"

SIM

SIMSIM

SIM

EXISTING 10"x10" DUCT

TO REMAIN SEE HVAC

1.1 A

7 A

2' -6

EXAM/OFFICE

B420

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL 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.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

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

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

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

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. ALL PARTITIONS TO BE TYPE 1A UNLESS NOTED OTHERWISE.

CONTROL JOINT EACH SIDE

METAL TRIM EACH SIDE

VINYL WALL COVERING

1 A1 A

5 A

EXISTING STEEL &

CONCRETE COLUMN

CORNER GUARDS AT ECHO

& STRESS ECHO ROOMS

8 C

8 C 8 C

8 C

8"1' -1

FURRING AS REQUIRED

CORNER GUARDS AT ECHO

& STRESS ECHO ROOMS

4 A

6 A

1 A

1' -3

-3

2' -6

RUN RC-1 CHANNEL

CONTINUOUS ON THIS SIDE

30" WALL CABINET ABOVE 30" WALL CABINET ABOVE

EXISTING CONCRETE &

STEEL COLUMN

ø 2'-1 1/8"

" PRE-ROLLED & FINISHED .090"

ALUMINUM

ANCHOR SIDE

(FASTENED TO STUD)

VERTICAL BUTT JOINT

MTL STUD ANCHORED TO

EXISTING COLUMN

RECESSED BASE AND CAPITAL

DROP SIDE (KEY SLOT

ATTACHMENT TO ANCHOR)

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-100

PARTIAL 4B FLOOR PLAN &

DETAILS

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

PARTIAL 4B FLOOR PLAN - SOUTH

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DETAIL @ TYP CORRIDOR COLUMN

KEYED NOTES-PLAN

NUMBER COMMENT

01 ALIGN NEW WALL WITH WINDOW JAMB UNLESS CHASE

CAN BE SMALLER.

02 COAT RACK, PROVIDE BLOCKING, SEE ELEVATIONS.

03 (3) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

04 (8) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

05 ALIGN 1/2" RC-1 CHANNELS. SEE DTL F2/AS-100

06 EXISTING WALL TO REMAIN.

07 COORDINATE FINAL WALL LOCATION WITH EXISTING

CONDITIONS IN FIELD. NEW WALL TO BE LOCATED AS

TIGHT TO EXISTING PIPES/DUCTWORK AS POSSIBLE.

COORD W/ C.O.R.

08 PAINT EXISTING DOOR.

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DETAIL @ BACK TO BACK SINKS

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

PLAN DETAIL @ ROUND COLUMN

N O P Q

EXAM/OFFICE

B444

EXAM/OFFICE

B442

EXAM/OFFICE

B440

EXAM/OFFICE

B438

EXAM/CHF

B436

SCREENING

B434

EXAM/OFFICE

B445

EXAM/OFFICE

B443

EXAM/OFFICE

B441

EXAM/OFFICE

B439

PACER

B437

SCREENING

B435

CLEAN STORAGE

B433

/SEED1 AS-100

PUBLIC TLT

B432

CORRIDOR

B400C

B445

B443

B441

B439

B437

B435

AS-202 D1C1

AS-201

A8 C6

2 A

2 A2 A

5 A 1 A

2 A2 A

5 A

2 A

5 A 2 A

1 A

4 A

2 A

4 A 4 A

2 A

5 A

2 A

2 A 5 A

5 A

2 A

1 A

1' -3

-8

9' -8

-8

9' -8

-8

9' -8

6 1/4"13'-3 7/8" ±8'-4 7/8"13'-6 3/4" ±2 1/4"

1' -4

-8

9' -8

-8

9' -8

-8

9' -8

'-0

'-6

'-0

13'-0" 9'-8" 13'-4"

36'-0"

8'-0"

2 A 2 A2 A22 A

2 A2 A

2 A 8 C8 C8 C 8 C8 C

8 C

8 C8 C8 C

2 A

2 A2 A 2 A2 A

2 A

2 A2 A

2 A

2 A2 A

1 A

2 A2 A

1.1 A1.1 A

1 A

8 A

1 A 2 A2 A

2 A

B444

TYP

AS-400

TYP

AS-400

B434

B436

B438

B440

B442

AS-202

AS-200

AS-600

5 A

1 A

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL 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.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

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

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

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

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. ALL PARTITIONS TO BE TYPE 1A UNLESS NOTED OTHERWISE.

6" 3'

-0

1' -6

-6

3' -0

2'-0" 9"

6 A

1X3 WOOD PAINTED TRIM. (EXTEND

FROM SILL TO UNDERSIDE OF

TRACK)

PROVIDE GWB "J" TRIM @ EDGE (TYP.)

CENTERLINE OF GLASS

SSM COUNTERTOP EXTENDS

THROUGH WINDOW OPENING.

SSM BACKSPLASH AND COUNTERTOP,

AS SCHEDULED.

6 A

1' -6

-0

3' -0

-0

1' -6

S S

M T

R A

N S

A C

N C

O U

N T

E R

'-0

1.1 A

2 A

CONCEALED

COUNTER SUPPORT

BRACKET BELOW

LINE OF WOOD

WALL BELOW

GLASS DIVIDER PANEL

WITH CONCEALED

COUNTER SUPPORT

BRACKET BELOW

WALL PANEL WITH

1/4" Z CLIP SYSTEM

1 5/8" MTL STUDS

1X3 WOOD PAINTED TRIM. (EXTEND

FROM SILL TO UNDERSIDE OF

TRACK)

COORD. WALL OPENING &

FRAMING WITH WINDOW MANUF.

AS-200

3"3"

2" GLASS SUPPORT ABOVE

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-101

PARTIAL 4B FLOOR PLAN &

DETAILS

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

PARTIAL 4B FLOOR PLAN - NORTH

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DTL - RECEPTION WINDOW FRAMING

KEYED NOTES-PLAN

NUMBER COMMENT

01 ALIGN NEW WALL WITH WINDOW JAMB UNLESS CHASE

CAN BE SMALLER.

02 COAT RACK, PROVIDE BLOCKING, SEE ELEVATIONS.

03 (3) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

04 (8) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

05 ALIGN 1/2" RC-1 CHANNELS. SEE DTL F2/AS-100

06 EXISTING WALL TO REMAIN.

07 COORDINATE FINAL WALL LOCATION WITH EXISTING

CONDITIONS IN FIELD. NEW WALL TO BE LOCATED AS

TIGHT TO EXISTING PIPES/DUCTWORK AS POSSIBLE.

COORD W/ C.O.R.

08 PAINT EXISTING DOOR.

SCALE: NO SCALE

GENERAL PLAN NOTES

1'-0"

2' -1

0" S

E E

V A

4"6"

S E

E E

A T

SSM-1 COUNTER SEE

FINISH SCHEDULE

SEE INTERIOR ELEVATION

AS TO FUNCTION OF BASE

CABINET SEE FINISH

SCHEDULE

PLYWOOD TOE

KICK W/

SCHEDULED BASE

FINISH

MELAMINE INTERIORS AND

ADJUSTABLE SHELVES

SCHEDULED

FLOORING

FIN FLOOR

+0"

+34"

AFF

UNDER CABINET LIGHT W/

CONCEALED WIRING (SEE

ELEC DWGS)

SEE ELEVATIONS

WALL CABINETS SEE

ELEVATIONS

+7'-1"

FILLER

BULK HEAD SEE DETAIL B8

/ AS-501 PNT

S E

E E

A T

1 / 4

2' -3

IN 2'

-1

FIN FLOOR

+0"

+34"

AFF

SCHEDULED FLOORING

1/2" THICK 4" HEIGHT SSM

SEE FINISH SCHEDULE

SST SINK

SSM-1 COUNTER

SEE FINISH SCHEDULE

FIXED FRONT PANEL

FACE SCREWED IN

PLACE.

+7'-1"

BULK HEAD SEE DETAIL B8

/ AS-501 PNT

UNDER CABINET LIGHT

(SEE ELEC DWGS)

WALL CABINETS SEE

ELEVATIONS

FILLER

PIPE COVERS ON

SUPPLIES AND DRAIN

RAKKS SYSTEM

BRACKETS

8' -0

VB-2

WALL PROTECTION WP-1

6" 2'

-6

5' -0

CHAIR RAIL

INPRO 2700, OATMEAL

WALL PROTECTION WP-1

8' -0

3' -0

-0

VB-2

SSM-2 SSM-2

CHAIR RAIL

INPRO 2700, OATMEAL

AS-400

GWB (PNT-2)

TYP.

WP-2

WP-1

WP-2

IMPACT RESISTANT

CORNER GUARD, PNT TO

MATCH PNT-2

FRY REGLET WCTOSC TRIM AT

OUTSIDE CORNERS OF WP-2

AS-200

METAL REVEAL WALL BASE,

FRY REGLET MWCB75400

CLEAR ANNODIZED ALUM

(OR EQUIVALENT).

WOOD WALL

PANELS WD-1

7' -9

FLOATING TRANSACTION

COUNTER, SSM-1

ACRYLIC PRIVACY PANEL, AR-1

WITH ALUMINUM CLIPS.

3/8" TEMPERED GLASS TRANSACTION

WINDOW. FRAMELESS GLASS IN

SYNCHRONIZED BI-PARTING POCKET

FRAME.

4' -2

-1 0"

FRY REGLET MILLWORK

CHANNEL - OUTSIDE CORNER

WITH RETURN KEYS.

MWCOSC75 CLEAR

ANNODIZED ALUMINUM (OR

EQUIVALENT).

FRY REGLET MILLWORK

CHANN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 3, 2020.