36C24219B0058-004.pdf

PDF 12 MB Posted Oct 7, 2019

Attached to: 528A7-19-704 RENOVATION OF 9B FOR SURGERY AND DIAGNOSTICS
Solicitation number: 36C24219B0058
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This document announces an upcoming solicitation for construction services. The Syracuse VA Medical Center intends to release an invitation for bid to renovate approximately 5,450 square feet of space on the 9th floor to create offices, a breakroom, and upgrade bathrooms and common areas. Applicable work includes new finishes, fixtures, flooring, ceilings and paint. The estimated value is between $1 million to $5 million. The solicitation is set aside 100% for service-disabled veteran-owned small businesses. Firms must be verified in VetBiz and registered in SAM, with 15% self-performance and EMR rating required. Payment and performance bonds are also required, with a 20% bid bond due with submissions. The solicitation will be posted to FBO with an NAICS code of 236220 and $36.5 million size standard.

From the source

36C24219B0058 Final Drawings.pdf

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Other files

File	Type	Posted
36C24219B0058-0004001.pdf	PDF	Nov 5, 2019
36C24219B0058-0004002.pdf	PDF	Nov 5, 2019
36C24219B0058-0004000.docx	DOCX document	Nov 5, 2019
36C24219B0058-0003006.pdf	PDF	Oct 31, 2019
36C24219B0058-0003000.docx	DOCX document	Oct 31, 2019
36C24219B0058-0003007.pdf	PDF	Oct 31, 2019
36C24219B0058-0003005.pdf	PDF	Oct 31, 2019
36C24219B0058-0003001.pdf	PDF	Oct 31, 2019
36C24219B0058-0003002.pdf	PDF	Oct 31, 2019
36C24219B0058-0003004.pdf	PDF	Oct 31, 2019
36C24219B0058-0003003.pdf	PDF	Oct 31, 2019
36C24219B0058-0002006.pdf	PDF	Oct 21, 2019
36C24219B0058-0002007.pdf	PDF	Oct 21, 2019
36C24219B0058-0002004.docx	DOCX document	Oct 21, 2019
36C24219B0058-0002005.pdf	PDF	Oct 21, 2019
36C24219B0058-0001003.pdf	PDF	Oct 8, 2019
36C24219B0058-0001000.docx	DOCX document	Oct 8, 2019
36C24219B0058-0001002.pdf	PDF	Oct 8, 2019
36C24219B0058-0001001.docx	DOCX document	Oct 8, 2019
36C24219B0058-003.pdf	PDF	Oct 7, 2019
36C24219B0058-001.docx	DOCX document	Oct 7, 2019
36C24219B0058-002.pdf	PDF	Oct 7, 2019
36C24219B0058-000.docx	DOCX document	Sep 23, 2019

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B924

SHAFT 2

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

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

COVER SHEET RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB JD

528A7-19-704

GI-001

DRAWINGS INDEX

SHEET NO. DRAWING TITLE

GENERAL

1. GI-001 COVER SHEET

2. GC-100 INFECTION CONTROL (ICRA) PLAN

HAZARDOUS MATERIALS

3. HA-101 ASBESTOS ABATEMENT FLOOR PLAN

ARCHITECTURAL

4. A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & DETAILS

5. AE-101 LIFE SAFETY FLOOR PLAN

6. AD-101 ARCHITECTURAL DEMOLITION FLOOR PLAN

7. A-101 ARCHITECTURAL FLOOR PLAN

8. A-201 INTERIOR ELEVATIONS

9. A-401 ARCHITECTURAL DETAILS AND SCHEDULES

10. A-501 REFLECTED CEILING PLAN

11. A-701 FURNITURE & MODULAR WALL SYSTEM LAYOUT PLAN

12. A-702 FINISH FLOOR PLAN

13. A-703 SIGNAGE FLOOR PLAN

14. A-704 FLOOR PATTERN LAYOUT

FIRE PROTECTION

15. FX-001 FIRE PROTECTION ABBREVIATIONS, SYMBOLS & DETAILS

16. FXD-101 FIRE PROTECTION DEMOLITION FLOOR PLAN

17. FX-101 FIRE PROTECTION FLOOR PLAN

FIRE ALARM & SPECIAL SYSTEMS

18. FA-001 FIRE ALARM & SECURITY ABBREVIATIONS, SYMBOLS & NOTES

19. FA-101 FIRE ALARM & SECURITY FLOOR PLAN

20. FA-601 FIRE ALARM & SECURITY RISER DIAGRAM & DETAILS

PLUMBING

21. PG-001 PLUMBING ABBREVIATIONS, SYMBOLS AND NOTES

22. P-101 PLUMBING PLANS AND DETAILS

MECHANICAL

23. MG-001 MECHANICAL ABBREVIATIONS, SYMBOLS & NOTES

24. MD-101 MECHANICAL DUCTWORK DEMOLITION PLAN

25. MD-102 MECHANICAL PIPING DEMOLITION PLAN

26. MH-101 MECHANICAL DUCTWORK PLAN

27. MH-102 MECHANICAL ROOF PLAN AND DETAILS

28. MP-101 MECHANICAL PIPING PLAN

29. MG-501 MECHANICAL DETAILS

30. MG-601 MECHANICAL SCHEDULES

31. MI-701 CONTROLS DIAGRAMS

32. MI-702 SEQUENCE OF OPERATIONS & CONTROL POINTS

ELECTRICAL

33. EG-001 ELECTRICAL ABBREVIATIONS, SYMBOLS & NOTES

34. ED-101 ELECTRICAL DEMOLITION

35. EP-101 ELECTRICAL POWER PLAN

36. EL-101 ELECTRICAL LIGHTING PLAN

37. EG-501 ELECTRICAL DETAILS

KEY PLAN

SCALE: NONE

AREA OF

WORK

9TH FLOOR

B-WING

100% CONSTRUCTION DRAWINGS

100% SPRINKLERED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 528A7-19-704 VA MEDICAL CENTER BUILDING NO. 1 800 IRVING AVENUE SYRACUSE, NEW YORK, 13210

AutoCAD SHX Text

SYRACUSE VAMC RENOVATION OF 9B FOR SURGERY AND DIAGNOSTIC CARELINE

A911A

SHAFT 5

A908

A900 B900

B905

A909

ELEC.

A903

A905

I.T.

9S1

A904

B906

C900

A911

A911B

B920

B918

9S5

B921

B901

B901A

B902

C909B

C909A

C909

C900

C902C903

C904

C904A

C910

C911

C907

MATV HEAD END

C908A

C908

C912

N O P

R S

PNMLJI

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

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

INFECTION CONTROL (ICRA)

FLOOR PLAN

RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB JD

528A7-19-704

GC-101

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

VAMC 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 VAMC COR.

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

MANAGEMENT.

7. PROJECT AREA IS TO BE SEALED WITH A 2 HR. FIRE-RATED TEMPORARY

PARTITION SUCH THAT NEGATIVE AIR PRESSURE IS MAINTAINED

BETWEEN CORRIDOR(S) AND ROOM BY EXHAUSTING AIR OUT OF WORK

AREA.

8. TEMPORARY 2 HR. FIRE-RATED PARTITIONS ARE TO BE SEALED TO

INHIBIT TRANSFER OF DUST AND SMOKE. THEY SHALL ALSO BE

CONSTRUCTED TO MINIMIZE NOISE FROM CONSTRUCTION ACTIVITIES.

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

BY VAMC COR PRIOR TO STARTING ANY CONSTRUCTION WORK.

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

WORK AREA.

10. PROVIDE TEMPORARY CONSTRUCTION SIGNAGE AT INTERIOR AND

EXTERIOR OF PROJECT WORK AREA. COORDINATE WITH VAMC COR ON

REQUIREMENTS AND LOCATIONS.

11. ANY WORK TO BE PERFORMED OUTSIDE OF THE CONSTRUCTION

BARRIER SHALL BE COORDINATED WITH THE VAMC COR.

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

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

PRIOR TO RELOCATION TO NEW WORK AREA.

13. PATCH ALL FINISHES DAMAGED BY TEMPORARY PARTITION INSTALLATION

AND REMOVAL TO MATCH EXISTING FINISHES.

DRAWING LEGEND:

TEMPORARY ICRA 2 HR. FIRE-RATED PARTITION WITH 36" 1

HR. DOOR

CONSTRUCTION WORK BOUNDRY

WALK-OFF MAT

INFECTION CONTROL (ICRA) FLOOR PLAN

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

NOTE:

THIS STAIR DOOR SHALL BE USED ONLY

FOR EMERGENCY EGRESS DURING THE

COURSE OF THIS PROJECT. ANY OTHER

USE SHALL BE COORDINATED WITH AND

APPROVED BY THE VAMC COR.

100% CONSTRUCTION DRAWINGS

100% SPRINKLERED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

N O P S

R S

5-6

PNMLJI

B919

SHAFT 2

A911A

SHAFT 5

A908

A900 B900

B905

A909

A903

A905

I.T.

9S1

A904

B906

C900

A911

B900

B920

B918

9S5

B921

B901

B901A

B902

C909B C909A

C909

C900

C902C903

C904

C904A

C910

C907

MATV HEAD END

C908A C908

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

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

ASBESTOS ABATEMENT FLOOR PLAN RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB KAW / JD

528A7-19-704

HA-101

ASBESTOS DEMOLITION PLAN

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

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 VAMC COR.

2. FIRE DETECTION AND PROTECTION SYSTEMS SHALL REMAIN IN SERVICE. REQUIRED

SHUT DOWNS SHALL BE COORDINATED WITH VAMC COR AT LEAST 48 HOURS IN

ADVANCE.

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 FIRE EXTINGUISHER AT EACH WORK AREA PER SPECIFICATION 01 35 26.

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 VAMC 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 VAMC 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 VAMC COR.

16. WASTE ACCESS ROUTE AND LOCATION OF WASTE CONTAINERS TO BE DETERMINED

BY THE VAMC COR PER SPECIFICATION.

KEYED NOTES:

WORK SCHEDULE:

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

2. ALLOTTED TIME:

WORK AREA 1: REGULAR WORK HOURS

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 AD-101

SELECTIVE DEMOLITION

3. ABATEMENT CONTRACTOR

A. REMOVE WALLS TO ACCESS CONCEALED THERMAL PIPE

INSULATION

B. REMOVE THERMAL PIPE AND PIPE FITTING INSULATION

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

5. ABATEMENT CONTRACTOR

A. REMOVE FLOOR TRACK AND OTHER MATERIALS AS REQUIRED TO

ACCESS FLOOR TILE & MASTIC LOCATED UNDER WALLS

GENERAL SELECTIVE DEMOLITION & ASBESTOS

ABATEMENT WORK SEQUENCE:

PIPING AND DUCTWORK:

AT ALL REMOVED CHASES AND WALLS: REMOVE ALL INSULATION ON

PIPES WITH ACM. REMOVES ALL PIPES IN SCOPE EXCEPT FOR

RISERS. TO BE FITTED WITH NEW INSULATION. CUT AND CAP ALL

PIPES DETERMINED TO BE DEAD OR ABANDONED.

NOTE:

THIS STAIR DOOR SHALL BE USED ONLY

FOR EMERGENCY EGRESS DURING THE

COURSE OF THIS PROJECT. ANY OTHER

USE SHALL BE COORDINATED WITH AND

APPROVED BY THE VAMC COR.

FIRE DOOR SHALL REMAIN OPERABLE (AND CLOSED) DURING ALL WORK.

100% CONSTRUCTION DRAWINGS

100% SPRINKLERED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

100% SPRINKLERED

100% CONSTRUCTION DRAWINGS

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

ARCHITECTURAL ABBREVIATIONS,

SYMBOLS & DETAILS

RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB KAW / JD

528A7-19-704

A-001

ARCHITECTURAL ABBREVIATIONS

CONSTRUCTION LIMIT LINE

DEMOLITION LINE

ELEVATION INDICATOR OR DATUM

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

HIDDEN FEATURES LINE

NEW LINE

PROPERTY LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING

TYPICAL DRAWING BLOCK OR DETAIL TITLE

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR; INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

ARCHITECTURAL SYMBOLS

CENTER LINE

FURNITURE, FIXTURE, & EQUIPMENT INDICATOR

GRAPHIC SCALE;

"=1'-0"

A-201

ROOM NAME AND NUMBER

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE:

· NUMBER DESIGNATES WALL CONSTRUCTION TYPE

· LETTER DESIGNATES WALL HEIGHT

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO

BE REMOVED

NEW CONSTRUCTION

CONCRETE

RIGID

INSULATION

BATT

INSULATION

V V ITEM - VA SUPPLIED & INSTALLED

VC ITEM - VA SUPPLIED & CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED & INSTALLED

DETAIL NUMBER

SHEET WHERE REF.

SHEET WHERE DRAWN

BUILDING SECTION INDICATOR

DETAIL INDICATOR

MATERIALS LEGEND

A-512

A-202

A-201

10'-0"

C B

FEC

A-202

A3.1 A4.3

16'8'4'0

C9XX

A-512

121212

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

BOTH SIDES

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

W/2" BATT INSULATION

W/2

" BATT INSULATION

" METAL STUDS - 20 GA

AT 16" O.C.

2 LAYERS

" GWB -

TYPE 'X' BOTH SIDES

1 LAYER

" GWB LAMINATE

TO EXISTING PLASTER OR

MASONRY

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

2 HR FIRE-RATED

UL TEST: U-618

1 LAYER

" GWB - TYPE 'X'

" METAL STUDS - 20 GA

AT 16" O.C.

@ 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 AND SPECIFICATIONS.

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

GF/CI GOVERNMENT FURNISHED /

CONTRACTOR INSTALLED

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

C900

CORRIDOR

200 SF

SMOKE WALLS

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

EXIT TRAVEL PATH

8" CMU WALL

DIRTT WALLS

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

DRAWING BLOCK TITLE

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

HEIGHT TYPES:

(LETTER DESIGNATION)

CLG CLG

STOP ALL

MATERIAL AT

CEILING

EXTEND ALL

MATERIAL TO

UNDERSIDE OF

STRUCTURE /

SLAB ABOVE

EXTEND GWB

MATERIAL ABOVE

CEILING & BRACE

STUDS AT

STRUCTURE

ABOVE, AS

REQUIRED

STOP GWB

ABOVE CEILING

ONE SIDE;

EXTEND ALL

OTHER

MATERIALS TO

UNDERSIDE OF

STRUCTURE/SLAB

BULKHEAD

CONDITIONS VARY;

SEE DRAWINGS FOR

DETAILS. BRACE

STUDS AT

STRUCTURE ABOVE,

AS REQUIRED

CLG

VARIES

LOW WALL;

SEE DRAWINGS

FOR HEIGHTS

CLG

2" RIGID R-10 INSULATION

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

EXISTING PLASTER &

LATH WALL OR MASONRY

EXISTING PLASTER &

LATH WALL

NEW SLIDING-TYPE DOOR AT DIRTT WALLS:

SEE DOOR SCHEDULE AND SPECIFICATIONS.

8" NOMINAL

WALL AND PARTITION TYPES:

(NUMBER DESIGNATION)

EXISTING EXTERIOR WALL

CEILING INFORMATION INDICATOR

8'-0"

ACT CEILING TYPE

CEILING HEIGHT

CMU WALL

" METAL STUDS - 20 GA

AT 16" O.C.

1 LAYER

" GWB - TYPE 'X'

BOTH SIDES

1 HR FIRE-RATED

UL TEST: U-465

STC = 47

1 LAYER

" GWB - TYPE 'X'

" METAL STUD FURRING -

20 GA AT 16" O.C.

CLG

2 HR FIRE-RATED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

N O P S

5-6

C908F

49 SF

C908H

I.T. CLOSET

47 SF

C908D

PROGRAM

SUPPORT

84 SF

C908E

MSA

SUPERVISOR

76 SF

C908C

SURGEONS OFFICE

148 SF

C908B

CHIEF OF SURGERY

97 SF

C908A

SUPPLY

74SF

B903

SURGEONS OFFICE

142 SF

B901

ELEVATOR LOBBY

148 SF

A900

MENS

141 SF

B900

WOMENS

168 SF

B902

ORTHO CHIEF

132 SF

B904

ORTHO

152 SF

B906

ORTHO

129 SF

B908

GENERAL THORACIC

SURGEONS

134 SF

B905

RESIDENTS

179 SF

B907

SURGEONS OFFICE

118 SF

B909

ELEC.

10 SF

B911

SURGEONS OFFICE

128 SF

B913

NP/RN/NCM

181 SF

B915

NP/RN/NCM

194 SF

B919

GENERAL

SURGERY CHIEF

145 SF

B921

SUPPLY

100 SF

B923

PODIATRY

195 SF

B910

GENERAL THORACIC

SURGEONS

154 SF

B912

MSA

190SF

B914

MSA

339 SF

B916

THORACIC AND

VASCULAR CHIEF

174 SF

B918

GTV

RESIDENTS

176 SF

EXIT TRAVEL DISTANCE = 82'-0" < 150'-0"

(FULLY SPRINKLERED)

EXIT TRAVEL DISTANCE = 34'-0" < 150'-0"

(FULLY SPRINKLERED)

E X

I T

R A

V E

I S

T A

N C

U L L

P R

I N

K L E

R E

ZONE

ZONE 67

ZONE 40

ZONE 66

ZONE 65

B917

ELEC.

10 SF

A904

HOUSEKEEPING

44 SF

C908J

CARELINE

MANAGER

134 SF

9S5

STAIR

C908I

SHAFT #8

58 SF

A908

CONFERENCE ROOM

141 SF

C908G

48 SF

B920

NCM ORTHO

126 SF

C908

CORRIDOR

C908K

I.T. STORAGE

58 SF

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

100% SPRINKLERED

100% CONSTRUCTION DRAWINGS

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

LIFE SAFETY FLOOR PLAN RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

KF / ALB JD

528A7-19-704

AE-101

LIFE SAFETY FLOOR PLAN

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

CODE SYNOPSIS

PROJECT OVERVIEW:

RENOVATE 9B FOR SURGERY AND DIAGNOSTIC CARELINE

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 B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

A911A

SHAFT 5

A908

A900 B900

B905

A909

ELEC.

A903

A905

I.T.

9S1

A904

B906

C900

A911

B920

B918

9S5

B921

B901

B901A

B902

C909B

C909A

C909

C900

C902C903

C904

C904A

C910

C911

C907

MATV HEAD END

C908A

C908

N O P S

R S

5-6

PNMLJI

3'-11

B924

SHAFT 2

A911A

SHAFT 5

A908

A900 B900

B905

A909

ELEC.

A903

A905

I.T.

9S1

A904

B906

C900

A911

A913 A911B

B920

B918

9S5

B921

B901

B901A

B902

C909B

C909A

C900

C902C903

A900

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

100% SPRINKLERED

100% CONSTRUCTION DRAWINGS

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

ARCHITECTURAL

DEMOLITION FLOOR PLAN

RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB KAW / JD

528A7-19-704

AD-101

ARCHITECTURAL DEMOLITION FLOOR PLAN

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

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 TO FULFILL THE DESIGN

INTENT OF THE WORK INDICATED BY THE PROJECT DOCUMENTS.

2. VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE PROJECT LIMITS

AND NOTIFY THE VAMC COR IMMEDIATELY OF ANY DEVIATION FROM

PROJECT DOCUMENTS NECESSITATED BY FIELD CONDITIONS OR ITEMS

NOT COVERED.

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

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

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

SURFACES DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT

OR UTILITIES. PROVIDE PATCHING TO MATCH ADJACENT WORK IN

FINISH, STRUCTURAL QUALITIES, COURSING OF MASONRY AND OTHER

CHARACTERISTICS. PATCH SURFACES TO COMPLY WITH FIRE RATINGS,

SMOKE-TIGHT RATINGS, ACOUSTICAL CRITERIA AND OTHER

PERFORMANCE CRITERIA INDICATED. PREPARE SURFACES AS

NECESSARY TO PROVIDE A PROPER SUBSTRATE FOR SPECIFIED

FINISH. REFINISH ENTIRE SURFACE CORNER TO CORNER TO PROVIDE

AN EVEN FINISH. ALL WORK SHALL REFLECT HIGHEST LEVEL OF

INDUSTRY STANDARDS FOR EACH TRADE.

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

MANNER TO ALL AUTHORITIES HAVING JURISDICTION AND THE

SYRACUSE VAMC. A FIRE WATCH SHALL BE PROVIDED AS REQUIRED BY

SYRACUSE VAMC AND APPLICABLE CODES.

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

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

TEMPORARY PARTITIONS/DUST PROTECTION WITH VAMC COR PRIOR

TO START OF WORK.

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

IMMEDIATELY OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR

THOUGHT TO BE HAZARDOUS. VAMC COR SHALL INSTRUCT

CONTRACTOR ON HOW TO PROCEED.

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

ESTABLISH A 2 HR FIRE BARRIER TO BE MAINTAINED THROUGHOUT THE

LIFE OF THE PROJECT. THE CONTRACTOR SHALL REVIEW THE

PLACEMENT WITH THE VAMC COR PRIOR TO CONSTRUCTION. THE COR

IS REQUIRED TO SIGN OFF ON THE 2 HR BARRIER PRIOR TO

CONSTRUCTION ACTIVITIES.

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

LIQUID SHALL TRAVEL FROM CONSTRUCTION AREA TO ADJACENT

AREAS. TEMPORARY ICRA PARTITIONS SHALL BE ERECTED PRIOR TO

COMMENCING WORK. REFER TO DRAWING GC-101.

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

STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE

BUILDING AND ITS SYSTEMS AS REQUIRED.

11. 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.

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

ANY ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

13. PREPARE FLOOR SLABS AS ONE CONTINUOUS SLAB SO FINISH FLOORS

ARE FLUSH WITH EACH OTHER AND PREPARED TO ACCEPT NEW

FINISH. FLOOR SLAB TO BE FLUSH AND CONTINUOUS THROUGHOUT

AND COMPLETED PRIOR TO WALL INSTALLATION.

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

ALARM AND SMOKE DETECTION SYSTEM SHALL REMAIN OPERATIONAL

AT ALL TIMES. PROTECT SMOKE DETECTORS AS REQUIRED AND IN

CONFORMANCE WITH CODES AND LOCAL AUTHORITIES HAVING

JURISDICTION.

15. PRIOR TO DEMOLITION, PERFORM A THOROUGH ABOVE-CEILING

INSPECTION FOR EXISTING SERVICES THAT ARE TO REMAIN AND

NOTIFY VAMC COR IMMEDIATELY OF ANY CONFLICTS WITH

INSTALLATION OF NEW WORK.

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

TIME.

17. CONTRACTOR IS TO MAINTAIN EXISTING IT SWITCH AT ALL TIMES

DURING CONSTRUCTION. THE IT SWITCH IS TO REMAIN OPERATIONAL

24/7, DURING THE LIFE OF THE PROJECT. SWITCH IS LOCATED IN

EXISTING ROOM B902.

18. THE CONTRACTOR IS REQUIRED TO ENSURE THAT THE SMOKE AND

FIRE BARRIER IS FULLY MAINTAINED THROUGHOUT THE DURATION OF

THE PROJECT. THIS IS TO INCLUDE FILLING ANY EXISTING OPENINGS

WITHIN THE SMOKE AND FIRE BARRIER. THE CONTRACTOR SHALL

REVIEW THIS PRIOR TO THE BID.

KEYED REMOVAL NOTES

REMOVE MASONRY, PLASTER, AND DRYWALL/FRAME SYSTEM, PATCH/REPAIR ANY FLOOR

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

REMAIN TO RECEIVE NEW FINISH WORK. INFILL SLAB W/ CONC TO FLUSH W/ EXIST. ALL

WALL MOUNTED ACCESSORIES SHALL BE REMOVED. CONSULT WITH VAMC COR PRIOR TO

REMOVAL TO DETERMINE WHAT ACCESSORIES 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. COORDINATE DOOR REMOVAL AND

REPLACEMENT WITH VAMC COR.

REMOVE CARPET, UNDERLAYMENT, CARPET ADHESIVE, VCT AND MASTIC FROM FLOOR

SUBSTRATE. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVALS AND

PREPARE EXISTING SUBSTRATE TO RECEIVE NEW FINISH WORK. SEE HA DRAWING(S).

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 EXISTING WALLS TO REMAIN.

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

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

ACCESSORIES TO SALVAGE.

NOT USED.

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 ALL PLUMBING FIXTURES, MIRRORS, TOILET PARTITIONS, AND TOILETRY FROM

RESTROOMS PATCH AND REPAIR ALL WALL AND FLOORS TO RECEIVE NEW MATERIALS.

PLUMBING CONTRACTOR TO REMOVE JANITOR SINK AND ASSOCIATED PIPING IN B904 AND

MECHANICAL CONTRACTOR TO REMOVE JOHNSON CONTROLS HVAC CONTROL BOX IN

B906. SEE PLUMBING AND MECHANICAL DRAWINGS FOR DETAILED SCOPE OF WORK.

REMOVE EXISTING 12" W x 15" H SOFFIT AT BACK OF ROOM B906.

REMOVE METAL PAN CEILING TILE, ASSOCIATED GRID, SUPPORTS AND HANGERS. PATCH

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

NEW FINISH WORK AT EXISTING WALLS TO REMAIN.

REMOVE EXISTING 3" STEEL CHANNEL / STRAP HANGER CEILING AND CATWALK SUPPORT

SYSTEM WITHIN AREA SHOWN IN ITS ENTIRETY (SEE DETAIL PLAN2/AD-101). ELECTRICAL

AND MECHANICAL CONTRACTORS SHALL PROVIDE NEW SUPPORTS AS REQUIRED FOR

ANY REMAINING UTILITIES THAT ARE CURRENTLY SUPPORTED ON THIS STEEL FRAMING

PRIOR TO REMOVAL. STEEL FRAMING THAT REMAINS IN AREAS NOT DESIGNATED SHALL

BE CUT AT A CONVENIENT POINT TO AVOID DISRUPTION OF THE SYSTEM IN ADJACENT

AREAS. COORDINATE ALL REMOVAL WORK WITH VAMC COR, MECHANICAL, PLUMBING AND

ELECTRICAL CONTRACTORS.

ROOM C908A: PLUMBING CONTRACTOR TO REMOVE WATER CLOSET, SHOWER STALL,

VANITY WITH SINK AND ASSOCIATED PIPING. MECHANICAL CONTRACTOR TO REMOVE

EXHAUST FAN AND ASSOCIATED DUCTWORK. SEE PLUMBING AND MECHANICAL DRAWINGS

FOR DETAILED SCOPE OF WORK.

REMOVE THREE (3) EXISTING FIRE / SMOKE DAMPERS LOCATED IN SHAFT WALL

(CONTRACTOR TO VERIFY EXACT LOCATIONS IN FIELD). INFILL OPENING WITH MASONRY

TO MATCH EXISTING (WALL TYPE 7, SEE A-001 AND A-101) TO MAINTAIN EXISTING WALL

FIRE RATING. COORDINATE WITH MECHANICAL CONTRACTOR AND VAMC COR, OPENINGS

MAY BE REUSED TO EXTENT POSSIBLE FOR NEW DUCTWORK PENETRATIONS.

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

DOOR FRAME TO REMAIN. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL

OF EXISTING DOOR. COORDINATE THE REMOVAL AND REPLACEMENT OF STAIR 9S5 DOOR

WITH VAMC COR.

EXISTING ROOF OPENINGS AND CURBS TO BE SEALED FROM REMOVAL OF AHU-43, EF-43

EF-06 GOOSENECKS AND EXISTING EF-78 DUCT PENETRATION BY MECHANICAL

CONTRACTOR. REFER TO MECHANICAL DRAWING MD-101. COORDINATE WITH VAMC COR

AND MECHANICAL CONTRACTOR. SEE DETAIL 3/AD-101.

R1R1

R3 R3

R3 R3 R3

R10

R10 R10

R8R9

R13

R11

R12

CEILING SUPPORT STEEL DEMOLITION FLOOR PLAN

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

R13

R14

EXISTING C3 x 4.1 STEEL

CHANNEL 3'-6" O.C., 1

" x

STEEL STRAP HANGERS

STAGGERED 6'-0" O.C. TO BE

REMOVED (TYP)

NOTE:

THIS STAIR DOOR SHALL BE USED ONLY

FOR EMERGENCY EGRESS DURING THE

COURSE OF THIS PROJECT. ANY OTHER

USE SHALL BE COORDINATED WITH AND

APPROVED BY THE VAMC COR.

R1R1

R1 R1

R4 R4

R17

R2 R2

R17

EXISTING C3 x 4.1 STEEL CHANNEL

3'-6" O.C., 1

" x

" STEEL STRAP

HANGERS STAGGERED 6'-0" O.C. TO

REMAIN (TYP)

- INDICATES DEMOLITION AREA, REFER TO KEYED REMOVAL NOTES

R9 R9

R9R9R9R9R9

R5 R5

R5 R5 R5 R5

R5 R5

R9 R9

R14

SEE CEILING SUPPORT STEEL

DEMOLITION PLAN (TYP)

R14

SEE CEILING SUPPORT STEEL

DEMOLITION PLAN (TYP)

R5 R5

R15

R16

R17

R5 R5

R15

R18

CAP AND SEAL EXISTING ROOF CURB

SCALE: NONE

R18

EF-06

EF-43

AHU-43

R18

EF-06

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

AutoCAD SHX Text GENERAL NOTES: 1. ROOF CONSTRUCTION AND MATERIAL MAY VARY FROM WHAT IS SHOWN, COORDINATE WITH G.C. AND VAMC COR. ROOF CONSTRUCTION AND MATERIAL MAY VARY FROM WHAT IS SHOWN, COORDINATE WITH G.C. AND VAMC COR. 2. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.

AutoCAD SHX Text FABRICATED STAINLESS STEEL SHEETMETAL CAP WITH WELDED SEAMS; SIZE TO FIT OVER CURB

AutoCAD SHX Text

CONTINUOUS BEAD OF SEALANT AROUND PERIMETER OF CURB AT TOP & BASE OF CAP

AutoCAD SHX Text

(E) ROOF CURB; FIELD VERIFY TYPE & CONSTRUCTION

AutoCAD SHX Text

LAP SEALANT

AutoCAD SHX Text

SPLICE ADHESIVE

AutoCAD SHX Text

INSEAM SEALANT

AutoCAD SHX Text

STAINLESS STEEL SCREWS WITH NEOPRENE WASHERS 6" O.C.

AutoCAD SHX Text

WRAP EPDM OVER ROOF CURB

AutoCAD SHX Text

EPDM ROOFING

MIN. 2" RIGID INSULATION AT ROOF LEVEL INSIDE CURB; CUT TO COVER OPENING

A911A

SHAFT 5

A909

ELEC.

A903

A905

I.T.

9S1

C900

A911

C900

C902C903

C904

C904A

C910

C911

C907

MATV HEAD END

N O P S

R S

5-6

PNMLJI

C908F

49 SF

C908H

I.T. CLOSET

47 SF

C908D

PROGRAM

SUPPORT

84 SF

C908E

MSA

SUPERVISOR

76 SF

C908C

SURGEONS OFFICE

148 SF

C908B

CHIEF OF SURGERY

97 SF

C908A

SUPPLY

74SF

B903

SURGEONS OFFICE

142 SF

B901

ELEVATOR LOBBY

148 SF

A900

MENS

141 SF

B900

WOMENS

168 SF

B902

ORTHO CHIEF

132 SF

B904

ORTHO

152 SF

B906

ORTHO

129 SF

B908

GENERAL THORACIC

SURGEONS

134 SF

B902

8'-6" 8'-6"

19'-4"

11'-4"

7'-3"

11'

11'-1"

11'-5"

8'-4" 8'-4" 11'-9" 12'-6"

8'-11" 6'-2" 12'

15'-10"

5'-4"

16'-5"

6'-2"6'-2"

6'-2"

6'-8"

6'-1"

6'-8"

15'-6"

8'-6" 10'-3" 8'-4" 8'-9" 10'-2" 11'-4"

10' 11'-4" 10'-2" 11'-2" 7'-11"

7' 7'

6'-10"

4'-1"

6'-2"

10'-5"

6'-2"

6'-5"

7'-5"

6'-2"

7'-5"

7'-2"

6'-3"

7'-1"

3'-6"

4'4'

B905

RESIDENTS

179 SF

B907

SURGEONS OFFICE

118 SF

B909

ELEC.

10 SF

B911

SURGEONS OFFICE

128 SF

B913

NP/RN/NCM

181 SF

B915

NP/RN/NCM

194 SF

B919

GENERAL

SURGERY CHIEF

145 SF

B921

SUPPLY

100 SF

B923

PODIATRY

195 SF

B910

GENERAL THORACIC

SURGEONS

154 SF

B912

MSA

190SF

B914

MSA

339 SF

B916

THORACIC AND

VASCULAR CHIEF

174 SF

B918

GTV

RESIDENTS

176 SF

8'-3"

B903 B905 B907

B911

B913

B915

4' 4' 4'

4'-6" 3'-6" 4'-6"4' 3'-9" 4'

4'4'

4'3'-8"

4'4'

4'3'-6" 3'-3"

B919

B921

B923

B904 B906 B908 B910

B912 B914 B916

B918

B917

ELEC.

10 SF

A-201

8B 8B

8B8B

A-201

A B

B909

11'-6"

6'-3"

12'-6"

7'-3"

6'-7"

10'-6"

14'-3"

13'-5"

9'-1"

6'-10"

8'-1"

14'-10"

9'-6" 10'-2"

15'-4"

(REF)

8'-8"

6'-1"

A904

HOUSEKEEPING

44 SF

4'-6"

11'-1"

8'-10"

2'-4"

2'-6"

6'-9"

C908J

C908F

C908D

C908E

C908C

C908B

C908G

C908J

CARELINE

MANAGER

134 SF

9S5

STAIR

B900A

5A5A

5A5A5A

9S5

4'-5"

(REF)

6'-9"

5'-11"

(REF)

1'-9"

5'-9"

(REF)

12A

11A

C908I

SHAFT #8

58 SF

2'-11"

(REF)

7'-7"

(REF)

B900A900

3'-5"

9'-8"

A904

3 3

4 4

A-101

(TYP)

12A

A-201

A-101

(TYP)

SOFFIT ; SEE

CLG. PLAN

A-501

A908

CONFERENCE ROOM

141 SF

28'-11"

B901

B901B

A908

C908G

48 SF

C908H

3'-2"

(REF)

4'-11"

(REF)

3'-1"

(REF)

SOFFIT ; SEE

CLG. PLAN A-501

A-501

11F

A-201

12A

5A 12A

12A

12A12A

12A

5A 5A

12A 12A

12A

5A5A

12A 12A

12A

7A (SEE AD-101)

12A

5A5A

12A

A-201

C908A

11F

5A 12A

6'-7"

B920

NCM ORTHO

126 SF

B920

16'-4"

17'-3"

A B

C908

CORRIDOR

11'-4"

C908K

I.T. STORAGE

58 SF

12A

SOFFIT ; SEE CLG

PLAN A-501

A-501

SOFFIT ; SEE CLG

PLAN A-501

A-501

SOFFIT ; SEE CLG

PLAN A-501

A-501

SOFFIT ; SEE CLG

PLAN A-501

A-501

11F

11A

11F

5'-9" 7'-7"

NEW WALL OPENINGS FOR

DUCTWORK & FIRE DAMPERS;

COORDINATE SIZES &

LOCATIONS WITH M.C.; SEE

DWG MH-102 (TYP)

A-501

NEW FRAMED ROOF

OPENING FOR 16" Ø

EXHAUST DUCT BY

M.C.; SEE DETAIL

3/MH-102

A-501

(E) W8x10

W x

M E

T A

E C

8'-5"

(REF)

5A5A

12A

EXISTING

EXTERIOR WALL

EXISTING

EXTERIOR WALL

(WHERE OCCURS)

WIDTH & DEPTH OF

CHASE DETERMINED BY

PLUMBING PIPE SIZES &

LOCATIONS (V.I.F.)

E X

I S

T I N

C O

L U

M N

E X

I S

T I N

C O

L U

M N

WIDTH & DEPTH OF

CHASE DETERMINED BY

PLUMBING PIPE SIZES &

LOCATIONS (V.I.F.)

NOTE:

IF NO PLUMBING CHASE IS

REQUIRED, CONTRACTOR

SHALL CONSULT W/VAMC

COR REGARDING COLUMN

BOX-OUT CONSTRUCTION.

EXISTING BRICK

VENEER

EXISTING ST'L

LINTEL &

FLASHING

EXISTING

WINDOW

EXISTING WINDOW

SEALANT (TYP)

EXISTING SUBSTRATE

EXISTING STONE

WINDOW SILL

EXISTING BRICK

VENEER TO REMAIN

EXISTING CMU

BACKUP

EXISTING BRICK VENEER

AT JAMB BEYOND

EXISTING CMU

BACKUP

EXISTING WALL PLASTER

SYSTEM TO REMAIN IF

PRESENT

EXISTING BRICK

VENEER

EXISTING WINDOW

STONE SILL BELOW

CORNER BEAD

EXISTING CMU

BACKUP

" SOLID SURFACE WINDOW

STOOL (SEE SPECS)

2" R-10 RIGID INSUL.

1 LAYER

" GWB-TYPE 'X'

" METAL STUD FURRING -

20 GA AT 16" O.C.

1 LAYER

" GWB-TYPE 'X'

1 LAYER

" GWB

FINISH BEAD &

SEALANT (TYP)

" METAL STUD FURRING -

20 GA AT 16"O.C.

M I N

CEILING HEIGHT

(SEE CLG. PLAN)

CEILING SYSTEM

AS SPECIFIED

8'-3" V.I.F.

FINISH BEAD &

SEALANT (TYP)

F F

2" R-10 RIGID INSUL.

1 LAYER

" GWB-TYPE 'X'

1 LAYER

" GWB-TYPE 'X'

2" R-10 RIGID INSUL.

" METAL STUD FURRING -

20 GA AT 16"O.C.

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

100% SPRINKLERED

100% CONSTRUCTION DRAWINGS

08/06/2019

100% DRAWINGS ISSUED FOR BID

08/06/2019

ARCHITECTURAL FLOOR PLAN RENOVATION OF 9B

FOR SURGERY AND

DIAGNOSTIC CARELINE

ALB KAW / JD

528A7-19-704

A-101

ARCHITECTURAL FLOOR PLAN

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

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, AND ABOVE,

OCCUPIED SPACE. TAKE EVERY PRECAUTION TO

ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM

THE CONSTRUCTION AREA TO THOSE SPACES.

9. TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH

ADJACENT OCCUPIED SPACE. SCHEDULE AND

SEQUENCING OF WORK TO BE COORDINATED WITH VAMC

COR PRIOR TO BEGINNING WORK, AND MODIFIED AS

NEEDED DEPENDENT ON PATIENT COMFORT AND

TREATMENT.

10. PATCH ALL SURFACES TO REMAIN EFFECTED BY

DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT &

CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED

SMOOTH & FINISHED TO MATCH ADJACENT SURFACE.

11. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP

IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL

RENOVATION WORK. COORDINATE CONSTRUCTION

AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC.

WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS

OPERATION.

12. COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT

TO BE INSTALLED IN CEILING WITH EXISTING MECHANICAL

AND ELECTRICAL WORK TO REMAIN IN PLACE.

13. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO

ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL

& HAZARDOUS MATERIALS.

14. ALL EXISTING OR NEW PENETRATIONS IN RATED

ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED

MATERIAL ASSEMBLIES AND PROCEDURES.

15. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO

FINISH FACE OF WALL.

16. LOCATE ALL NEW DOORS 5" 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.

ALL NEW CORRIDOR WALLS SHALL BE CONSTRUCTED OF

THE SAME MATERIAL THAT THEY ABUT. REFER TO THE LIFE

SAFETY DRAWING AE-101 FOR DESIGNATION.

20. CONTRACTOR IS TO MAINTAIN EXISTING IT SWITCH AT ALL

TIMES DURING CONSTRUCTION. THE IT SWITCH IS TO

REMAIN OPERATIONAL 24/7, DURING THE LIFE OF THE

PROJECT. SWITCH IS LOCATED IN EXISTING ROOM B902.

KEYED NOTES:

NEW FINISHED WALL-TO-WALL DIMENSION TO BE MINIMUM 24" TO ACCEPT NEW MOP BASIN.

MOP BASIN SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.

COORDINATE WITH PLUMBING CONTRACTOR THE EXTENT OF EXISTING WALL TO BE

REMOVED TO FACILITATE INSTALLATION OF PIPING TO NEW FIXTURES. EXISTING WALLS AND

FLOORS TO BE PATCHED AND PREPPED AS REQUIRED TO RECEIVE NEW FINISHES, AFTER

PLUMBING WORK IS COMPLETED. REFER TO FINISH PLAN A-702.

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

WALLS AND FINISHES. REFER TO FINISH PLAN A-702, COORDINATE WITH VAMC COR.

EXISTING MEN'S (A900) AND WOMEN'S (B900) RESTROOM WALLS AND FLOORS TO BE

PATCHED AND PREPPED FOR INSTALLATION OF NEW FINISHES. REFER TO FINISH PLAN

DRAWING A-702. COORDINATE WITH VAMC COR AND PLUMBING CONTRACTOR.

PROVIDE BLOCKING IN WALL TO SUPPORT NEW DRINKING FOUNTAIN, COORDINATE

LOCATIONS WITH PLUMBING CONTRACTOR. DRINKING FOUNTAIN WILL BE FURNISHED BY

VAMC AND INSTALLED BY PLUMBING CONTRACTOR.

INFILL EXISTING WALL OPENING FROM ABANDONED DUCTWORK REMOVAL BY MECHANICAL

CONTRACTOR. MAINTAIN EXISTING WALL FIRE RATING AS REQUIRED. COORDINATE WITH

VAMC COR AND MECHANICAL CONTRACTOR.

PROVIDE ∠3x4x

FRAME AROUND NEW ROOF OPENING FOR 16" Ø EXHAUST DUCT BY

MECHANICAL CONTRACTOR. ANGLE FRAME SHALL HAVE LONG LEG OF ANGLE DOWN AND TO

BE TO BE TIED INTO EXISTING STEEL ROOF FRAMING SYSTEM. ROOF OPENING, FRAMING

AND MECHANICAL CONTRACTOR-SUPPLIED ROOF CURB INSTALLATION BY G.C. PROVIDE

SHOP DRAWINGS FOR REVIEW. COORDINATE WITH VAMC COR AND MECHANICAL

CONTRACTOR.

A-101

TYPICAL CHASE AND COLUMN BOX-OUT DETAILS

SCALE: 3/4" = 1'-0"

TYPICAL WINDOW HEAD DETAIL

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

TYPICAL WINDOW JAMB DETAIL

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

TYPICAL WINDOW SILL DETAIL

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

A-101

TYPICAL WINDOW FIT-UP DETAILS

SCALE: AS NOTED

A-101

FIRE DAMPER WALL OPENING DETAIL

SCALE: AS NOTED

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text…

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 Dec 28, 2023.