Attachment 1 - Project 561A4-18-119 - Final Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

UPGRADE AUDIOLOGY AND EYE CLINIC - BLDG. 3

VA MEDICAL CENTER, LYONS CAMPUS

151 KNOLLCROFT ROAD

LYONS, NJ 07939

PROJECT NO: 561A4-18-119

Watson Engineering, P.C.

1112 State Rte. 434

Owego, NY 13827

(607)223-4334

ThinkForm Design Architect LLC

38 East Broad St, Suite 3

Hopewell, New Jersey, 08525

(855) 821-0274

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021

PROJECT AREA

BUILDING 3 - SECOND FLOOR

SITE LOCATION BUILDING 3

B

IM

/5

A

-1 -1

U p g ra d e

A u d io lo g y a n d

E y e

C lin ic

B ld g

/5

A

-1

-1

U p g ra d e A u d ilo g y a n d E y e C lin ic

.r v t

/2

/2

:3

:5

A

M

G-001

TITLE SHEET

EMW MPL

DRAWING INDEX

SHEET

NUMBER SHEET NAME

G-001 TITLE SHEET

G-002 ICRA, CODE NOTES, FLOOR PLAN

AD100 DEMOLITION PLAN

AS100 FLOOR PLAN

AS101 REFLECTED CEILING PLANS

AS102 FINISH PLAN

AS103 INTERIOR PROJECT DETAILS

AS104 INTERIOR ELEVATIONS

AS600 EQUIPMENT PLAN

AS601 EQUIPMENT SCHEDULES

M-001 MECHANICAL SYMBOLS, NOTES, AND ABBREVIATIONS

MD101 SECOND FLOOR MECHANICAL DEMOLITION PLAN

M-100 SECOND FLOOR HVAC ZONING PLAN

M-101 SECOND FLOOR MECHANICAL DUCTWORK PLAN

M-102 SECOND FLOOR MECHANICAL PIPING PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

E-001 ELEC. ABBREVIATIONS, SYMBOLS AND NOTES

ED101 SECOND FLOOR ELECTRICAL DEMOLITION PLAN

E-101 SECOND FLOOR POWER AND DATA PLAN

E-201 SECOND FLOOR LIGHTING PLAN

E-301 SECOND FLOOR FIRE ALARM PLAN

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL AND PANEL SCHEDULES

P-001 PLUMBING SYMBOLS, NOTES AND ABBREVIATIONS

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING PLAN

P-501 PLUMBING SCHEDULES AND DETAILS

P-601 PLUMBING RISER DIAGRAMS

P-602 PLUMBING RISER DIAGRAMS

FD101 FIRE PROTECTION DEMOLITION PLAN

FX101 FIRE PROTECTION PLAN

BLDG. 3

Revisions: Date:

PROJECT AREA

EXAM #1

S329

PRE-TEST

S331

EXAM #2

S330

PREFAB BOOTH

S337A

CONF. / EDU.

S333

OPTICIAN OFFICE

S332

BOOTH SUITE #2

S337

BOOTH SUITE #1

S336

FITTING #1

S334

FITTING #2

S335

STORAGE

S338

OFFICE

S339

PREFAB BOOTH

S336A

STAIR

A124

STAIR

A109

TEST CORRIDOR

S328

BOOTH

CORRIDOR

S340

132' - 7"

2 HR. FIRE RATED

PARTITION

1 HR. FIRE RATED

SMOKE PARTITION

DEAD END

100' - 2"

FEC #1

NFPA 10 6.2.1.2.2

FEC #2

NFPA 10 6.2.1.2.2

TRAVEL DISTANCE

TRAVEL DISTANCE

C O

M M

O N

P

AT

H O

F

TR

AV

EL

9' - 7"

0"

1 HR. FIRE RATED

PARTITION

1 HOUR FIRE RESISTANT RATED SMOKE BARRIER

1 HOUR FIRE RESISTANT RATED FIRE BARRIER

2 HOUR FIRE RESISTANT RATED FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

SI

N G

2.

rv t 7/

/2

2:

:4

PM

G-002

ICRA, CODE NOTES, FLOOR PLAN

INFECTION CONTROL NOTES

THE PURPOSE OF INFECTION CONTROL PROCEDURES IS TO MINIMIZE THE POTENTIAL FOR THE SPREAD OF INFECTIONS DUE TO DEGRADED AIR QUALITY, ENVIRONMENTAL CONTAMINATION, OR CONTAMINATION OF WATER. IT IS THE POLICY OF THIS MEDICAL CENTER THAT A SYSTEMATIC APPROACH BASED ON ASSESSMENT AND PLANNING WILL EFFECTIVELY MANAGE THE ISSUE OF TRANSMISSION OF INFECTIOUS DISEASES AND THE AGGRAVATION OF ALLERGIES. THE OVERALL APPROACH RELIES ON PRE-CONSTRUCTION ASSESSMENT, MANAGEMENT OF HVAC SYSTEMS, AND AGGRESSIVE USE OF A VARIETY OF BARRIERS. CONTRACTOR IS TO WORK CLOSELY WITH THE VA FACILITY MANAGEMENT SERVICE. THE INFECTION CONTROL PROGRAM STAFF AND THE SAFETY AND OCCUPATION HEALTH MANAGER TO HAVE IN PLACE A MONITORING A PROGRAM TO ASSURE RIGOROUS IMPLEMENTATION OF THE REQUIRED MEASURES. REFER TO PROJECT SPECIFICATIONS.

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL INFECTION CONTROL REQUIREMENTS WITH THE DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCOVERIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO

BEGINNING.

B. CONTRACTOR TO INSTALL BARRIERS AND OTHER MEASURES. CONSTRUCTION BARRIER DOOR(S) MUST BE SELF-CLOSING. PROVIDE DUST CONTROL AND CONTAINMENT STICKY MATS ON ALL ACCESS DOORS INTO CONSTRUCTION AREA. ANTE-ROOM REQUIRED AT CONSTRUCTION ENTRY. PROVIDE MANOMETER

MONITORS FOR ALL CONSTRUCTION BARRIERS.

C. CONTRACTOR TO DISPOSE OF MATERIALS BEFORE 8:00AM OR AFTER 4:00PM UNLESS ARRANGED WITH THE VA TO DISPOSE OF DURING NORMAL HOURS. USE ROUTE AGREED UPON BY ICRA TEAM AND COTR FOR TRANSPORT OF TRANSPORT CONTAINERS THROUGH THE FACILITY. CONTRACTORS CAN ONLY DEVIATE TO NORMAL HOURS WITH THE APPROVAL OF THE INFECTION CONTROL NURSE AND COR DUE TO PARTICULAR CIRCUMSTANCES THAT MAY OBSTRUCT PROGRESS. A CLEAR PLAN WILL HAVE TO BE SUBMITTED AND

PRECAUTIONARY INFECTION CONTROL MEASURES IMPLEMENTED.

D. CONTRACTOR TO COVER CARTS AND WEAR BOOTIES WHEN DISPOSING MATERIALS.

E. CONTRACTOR TO CHANGE MATS MULTIPLE TIMES A DAY AS NEEDED AND MOP FLOORS BEHIND THEM

MULTIPLE TIMES A DAY.

F. CONTRACTOR TO MAINTAIN CONTINUOUS NEGATIVE AIR PRESSURE WITHIN THE WORK SITE UTILIZING WINDOW EXHAUST FANS STRATEGICALLY LOCATED OR PROVIDE NEGATIVE PRESSURE AIR HEPA UNITS AND EXHAUST TO EXTERIOR OF THE BUILDING. CONTRACTOR TO INCLUDE MONITORING MANOMETER AT

ANTEROOM SO THE NEGATIVE PRESSURE CAN BE INSPECTED.

1/16" = 1'-0"G-002 1 Building 3 - Egress Plan

CODE NOTES

A. 1. PRIMARY APPLICABLE CODES AND STANDARDS - EXISTING BUILDING / RECONSTRUCTION

THE DEPARTMENT OF VETERANS AFFAIRS HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW

STRUCTURE.

a. NFPA 101 LIFE SAFETY CODE, 2021 EDITION

b. NFPA NATIONAL FIRE CODES (WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900)

c. NATIONAL ELECTRIC CODE (NEC)

d. INTERNATIONAL PLUMBING CODE (IPC)

e. ASME BOILER AND PRESSURE VESSEL CODE

f. ASME CODE FOR PRESSURE PIPING

g. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

h. ENERGY POLICY ACT (EPAct)

i. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON

THE TECHNICAL INFORMATION LIBRARY (TIL)

j. VA MENTAL HEALTH DESIGN GUIDE

k. INTERNATIONAL BUILDING CODE (IBC) - ONLY WHEN SPECIFICALLY REFERENCE IN VA DESIGN DOCUMENTS

l. OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

m. PHYSICAL SECURITY DESIGN MANUAL (PSDM)

2. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222). THE MINIMUM FIRE RATING FOR ALL LOAD BEARING STRUCTURAL ELEMENTS IS 2 HOURS. IF DURING CONSTRUCTION, ANY DAMAGE TO EXISTING FIREPROOFING IS OBSERVED OR IF DISCOVERED THAT ANY FIRE PROTECTION IS MISSING, THE

CONTRACTOR SHALL REPAIR TO MAINTAIN FULL PROTECTION.

3. THE NEW AUDIOLOGY AND EYE CLINIC AREAS OCCUPIES 2,453 SQ FT OF THE SECOND FLOOR IN LYONS VAMC BUILDING 3.

NFPA 101 REVIEW

B. CHAPTER 38 NEW BUSINESS OCCUPANCIES

1. (38.1.1.1) THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO NEW BUILDINGS OR PORTIONS THEREOF USED AS BUSINESS OCCUPANCIES.

2. (38.1.5) CLASSIFICATION OF HAZARD OF CONTENTS: THE CONTENTS OF BUSINESS OCCUPANCIES SHALL BE CLASSIFIED AS ORDINARY HAZARD IN

ACCORDANCE WITH SECTION 6.2.

C. MEANS OF EGRESS - CHAPTER 38 AND CHAPTER 7

1. (38.2.1.1) ALL MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH CHAPTER 7 & THIS CHAPTER.

2. (38.2.3.1) THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3:

A. TABLE 7.3.1.2 OCCUPANCY LOAD FACTOR FOR BUSINESS = 150 SF PER PERSON.

2,453 SF / 150 = 16 OCCUPANTS

3. (38.2.3.2) THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE LESS THAN 44 INCHES.

4. (38.2.5.2) LIMITATIONS ON COMMON PATH OF TRAVEL SHALL BE IN ACCORDANCE WITH 38.2.5.2.1, 38.2.5.2.2, AND 38.2.5.2.3.

A. (38.2.5.2.1) COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT (30 M) IN A BUILDING PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1).

5. (38.2.5.3.1) DEAD END CORRIDORS SHALL NOT EXCEED 50' IN BUILDINGS PROTECTED BY SPRINKLER SYSTEM.

6. (38.2.6.3) TRAVEL DISTANCE SHALL NOT EXCEED 300' IN BUSINESS OCCUPANCIES PROTECTED BY SPRINKLER SYSTEM.

7. (7.1.3.1) EXIT ACCESS CORRIDORS. CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALLBE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE

WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

A. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE.

8. (7.1.5.1) MEANS OF EGRESS SHALL BE DESIGNED AND MAINTAINED TO PROVIDE HEADROOM NOT LESS THAN 7 FT 6 IN, UNLESS OTHERWISE SPECIFIED

BY ANY OF THE FOLLOWING:

A. IN EXISTING BUILDINGS, THE CEILING HEIGHT SHALL NOT BE LESS THAN 7 FT FROM THE FLOOR, WITH PROJECTIONS FROM THE CEILING

NOT LESS THAN 6 FT 8 IN NOMINAL ABOVE THE FLOOR.

9. (7.2.1.2.3.2) DOOR OPENINGS IN MEANS OF EGRESS SHALL NOT BE LESS THAN 32 IN. IN CLEAR WIDTH.

1. (7.2.1.4.3.2) WHEN FULLY OPEN, ANY DOOR LEAF IN A MEANS OF EGRESS SHALL NOT PROJECT MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY OR A LANDING, UNLESS THE DOOR LEAF IS EQUIPPED WITH AN APPROVED SELF-CLOSING DEVICE AND IS NOT REQUIRED BY THE PROVISIONS OF 7.2.1.4.2 TO SWING IN THE DIRECTION OF EGRESS TRAVEL..

E. FIRE PROTECTION EQUIPMENT - CHAPTER 38 AND CHAPTER 9

1. THE EXISTING SECOND FLOOR IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM.

2. (38.3.5) EXTINGUISHMENT REQUIREMENTS. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY BUSINESS OCCUPANCY IN ACCORDANCE

WITH SECTION 9.9.

A. (9.9) WHERE REQUIRED BY ANOTHER SECTION OF THIS CODE, PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED, INSPECTED, AND MAINTAINED IN ACCORDANCE WITH NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS.

F. INTERIOR FINISHES - CHAPTER 38 AND SECTION 10.2

1. (38.3.3.2.1) INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH SECTION 10.2 SHALL BE CLASS A OR CLASS B IN EXITS AND IN EXIT

ACCESS CORRIDORS.

2. (38.3.3.2.2) INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A, CLASS B, OR CLASS C IN AREAS OTHER THAN THOSE SPECIFIED IN 38.3.3.2.1..

0.

110 SF

MALE TOILET

62 SF

FEMALE TOILET

PRETESTING,

FITTING, &

DISPENSING

NURSE /

SCREENING

D4

11D1

1D1

D2

2D2

D2

3D3

AREA OF WORK

OPTOM. OFF.PHOTOGRAPHY

LOW VISION

TRAINING

VISUAL FIELDS

ROOM

MAS

SUPERVISOR

MAS

SUPERVISOR

CHIEF

AUDIOLOGIST

OFFICE /

THERAPY ROOM

TRAINING CONF.

ROOM

STAFF TOILET

H.A.C.

CLEAN SOILED OFFICE OFFICE

STAFF

WORKROOM

SOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE OFFICE

STAFF TOILET

PROCEDURE

ROOM

WC TOILET

STO.

OFFICE

MECHANICAL

ROOM STAIR

H.A.C.

VEST.

NURSE OFFICE /

SCREENING

IRM ELEC. ROOM

D1

D4

C

LE

AR

5'

0" M

IN

C

LE

AR

5'

0" M

IN

1HR. RATED

TEMP. CONSTRUCTION BARRIER

- SEE 2/AD100 & G002 FOR

INFECTION CONTROL NOTES

1HR. RATED

TEMP. CONSTRUCTION BARRIER

- SEE 2/AD100 & G002 FOR

INFECTION CONTROL NOTES

EXISTING FE

EXISTING FE

2 3

D6D5

D336FD337E

EXISTING SMOKE BARRIER PARTITION

NOTE:

ADD 5/8" TYP X GYP BD & BATT INSULATION

TO EXISTING PARTITIONS. NEW FINISH TO

EXTEND UP TO UNDERSIDE OF DECK

D4D4

CONTAIN AREA DURING DEMOLITION OF

WALL. GC TO COORDINATE WITH VA

INFECTION CONTROL.

LINE OF STRUCTURE ABOVE

SEALANT

CEILING TRACK

DRYWALL CASING

CEILING

5/8" FIRE-RATED

GYP BD BOTH SIDES

- PUBLIC SIDE PTD WHITE

TRACK-ATTACH WITH

ANCHORS 2'-0" O.C. MAX

FLEXIBLE SEALANT

NOTES:

1. PARTITION TO BE FULL HT

FLOOR SLAB TO STRUCTURE

ABOVE, PASSING THRU.

INTERSTITIAL SPACE.

CONTRACTOR RESPONSIBLE

FOR COORDINATING

WORKING AROUND EXISTING

CONDITIONS AND/OR

REROUTING EXISTING

SYSTEMS TO ACHIEVE A

TIGHT BARRIER.

2. GYP BD TO HAVE A MIN LEVEL

3 FINISH ON THE PUBLIC SIDE.

3. PUBLIC SIDE OF TEMP

BARRIER TO BE DECORATED

WITH APPLIED GRAPHICS.

4. CONTRACTOR TO PLACE VA

SIGNAGE (ON THE PUBLIC

SIDE) STATING THE PROJECT

NAME, NUMBER, COTR NAME,

CONTRACTOR NAME AND VA

CONTACT NUMBERS.

SIGNAGE TO BE PUT UP IN

PLAQUES,

• 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS

• 3 5/8" 25 GAUGE STEEL STUDS @ 24" O.C.

• TEST NO. UL DES U419

5"

FR 1R F1

2" 2"

2"

3' - 0" 3' - 0"

7'

0"

1 HOUR FIRE RESISTANT RATED SMOKE BARRIER

1 HOUR FIRE RESISTANT RATED FIRE BARRIER

2 HOUR FIRE RESISTANT RATED FIRE BARRIER

WALL TO BE DEMOLISHED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

SI

N G

2.

rv t 7/

/2

2:

:3

PM

AD100

DEMOLITION PLAN

3/16" = 1'-0"AD100

1 Building 3 - Demolition Plan

1 1/2" = 1'-0"AD100

2 1 HR. RATED TEMPORARY CONSTRUCTION BARRIER

GENERAL DEMOLITION NOTES

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND COORDINATE ALL REMOVAL ACTIVITIES WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO

BEGINNING REMOVALS.

B. PROTECT ALL CONSTRUCTION TO REMAIN FROM DAMAGE DURING REMOVAL OF ADJACENT CONSTRUCTION. REPAIR/REPLACE CONSTRUCTION TO REMAIN THAT WAS DAMAGED DURING DEMOLITION TO MATCH THE QUALITY OF THE NEW WORK. PROVIDE DUST CONTROL AND CONTAINMENT

MATS, FLOOR AND WALL PROTECTION.

C. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING ELECTRICAL, OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THE CONTRACT. CONTRACTOR SHALL INSPECT THOSE AREAS AND ASCERTAIN WORK NEEDED AND DO THAT WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS AND AT NO ADDITIONAL COST TO THE OWNER.

D. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY NOTED. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS AND PIPING AND OTHER ITEMS PASSING THROUGH OPENINGS.

E. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT EXISTING FINISHES DAMAGED OR NEWLY EXPOSED DURING THE

PERFORMANCE OF THE WORK OF THIS CONTRACT.

F. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES IS REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT, AND A NEW FINISH IS NOT INDICATED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFTER DOING THE WORK, AND FINISH TO MATCH

ADJACENT EXISTING SURFACES.

G. WHERE A NEW CEILING IS NOT SCHEDULED, INSTALL CONDUITS AND PIPING IN EVERY CASE ABOVE THE CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UN-

REMOVED CEILINGS.

H. WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED AS EXISTING.

I. PROVIDE HEADERS/LINTELS OVER EVERY OPENING IN BOTH NEW AND EXISTING WALLS AND PARTITIONS.

J. WHERE "MATCH EXISTING" IS INDICATED, NEW CONSTRUCTION OR FINISHES, AS APPROPRIATE TO THE NOTE, SHALL MATCH THE EXISTING IN THE

PARTICULAR.

K. PROVIDE HEADERS/LINTELS OVER EVERY OPENING IN BOTH NEW AND EXISTING WALLS AND PARTITIONS.

L. WHERE "MATCH EXISTING" IS INDICATED, NEW CONSTRUCTION OR FINISHES, AS APPROPRIATE TO THE NOTE, SHALL MATCH THE EXISTING IN THE

PARTICULAR.

M. DEFINITIONS

M1. REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR EXISTING.

M2. SALVAGE: ITEMS INDICATED TO BE SALVAGED SHALL REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA.

M3. REINSTALL: REMOVE ITEMS INDICATED. CLEAN SERVICE AND OTHERWISE PREPARE THEM FOR REUSE. STORE AND PROTECT AGAINST

DAMAGE. REINSTALL ITEMS IN THE SAME LOCATIONS OR IN LOCATIONS INDICATED.

M4. EXISTING: ORIGINAL ITEM TO REMAIN. PROTECT CONSTRUCTION INDICATED AS EXISTING AGAINST DAMAGE AND SOILING DURING

SELECTIVE DEMOLITION.

M5. RESTORE: ITEMS INDICATED SHALL BE BROUGHT BACK TO THEIR ORIGINAL CONDITION. ORIGINAL CONDITION IS THE CONDITION THAT

THE REFERENCED ITEM WAS IN WHEN THE BUILDING WAS FIRST CONSTRUCTED.

M6. REPLACE: EXISTING ITEM TO BE REMOVED. PROVIDE NEW ITEM TO MATCH EXISTING.

# DEMOLITION KEYNOTE

GENERAL DEMOLITION NOTES CONTINUED

N. CONTRACTOR TO ABIDE BY ALL THE ICRA INFECTION CONTROL REGULATIONS.

O. CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES AND COORDINATE TRASH REMOVAL WITH THE VA.

TEMPORARY CONTINUOUS CONSTRUCTION BARRIER MUST BE IN PLACE PRIOR TO ANY DEMOLITION. G.C. TO DETERMINE LOCATION FOR TEMPORARY CONSTRUCTION BARRIER DOOR ACCESS. CONSTRUCTION BARRIER DOOR(S) MUST BE SELF- CLOSING. PROVIDE STICKY MATS ON ALL ACCESS DOORS INTO CONSTRUCTION AREA. ANTE-ROOM REQUIRED AT

CONSTRUCTION ENTRY. PAINT PUBLIC FACE OF TEMP BARRIER WHITE.

P. PROVIDE MANOMETER MONITORS FOR ALL CONSTRUCTION BARRIERS.

Q. PROVIDE NEGATIVE PRESSURE AIR HEPA UNITS AND EXHAUST TO EXTERIOR OF THE BUILDING

R. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222). THE MINIMUM FIRE RATING FOR ALL LOAD-BEARING STRUCTURAL ELEMENTS IS 2HRS. IF DURING CONSTRUCTION, ANY DAMAGE TO SPRAY-ON FIREPROOFING IS OBSERVED OR IF DISCOVERED THAT ANY FIRE PROTECTION IS MISSING THE AREA OF WORK, THE CONTRACTOR SHALL REPAIR TO MAINTAIN FULL PROTECTION.

S. PROVIDE FIRESTOPPING AT ALL RATED WALL AND FLOOR PENETRATIONS.

DOOR FRAME TYPE - TEMPORARY CONSTRUCTION DOOR LEAF TYPE - TEMPORARY CONSTRUCTION BARRIER

DOOR LEAF DOOR FRAME

TEMPORARY CONSTRUCTION BARRIER DOOR SCHEDULE

NO. LOCATION WIDTH HEIGHT MATERIAL STYLE

FRAME

TYPE

FRAME

MATERIAL HDW SET REMARKS

D336F PROJECT AREA 3' - 0" 7' - 0" WD F1 FR 1R HM 5F 45 MIN, NOTE D1

D337E PROJECT AREA 3' - 0" 7' - 0" WD F1 FR 1R HM 5F 45 MIN, NOTE D1

NOTES: D1. TEMP CONSTRUCTION BARRIER DOORS TO BE PROVIDED W/ SELF CLOSER AND STOREROOM LOCK FUNCTION AND LOCK LOCAL

ALARM WHEN DOOR IS OPEN

DEMOLITION KEYNOTES

D1 REMOVE EXISTING INTERIOR PARTITIONS AS REQUIRED FOR NEW OPENINGS.

D2 REMOVE EXISTING DOOR AND FRAME IN THEIR ENTIRETY.

D3 SURVEY THE UNFINISHED FLOOR AREA, CLEAN UP ALL DEBRIS & PREP SLAB AS

REQUIRED TO RECEIVE NEW FINISH.

D4 PROVIDE WALK-OFF MATS AT THE CONSTRUCTION ENTRY POINT BOTH SIDES.

FOLLOW ALL INFECTION CONTROL REQUIREMENTS AS NOTED ON SHEET G003 AND

WITHIN THE SPECIFICATIONS.

D5 REMOVE LOW WALL.

D6 REMOVE INTERIOR PARTITION.

5' - 10"

5'

0"

15' - 11" ± 9' - 11 1/2"

9'

/2

7' - 5 1/2"3' - 2 1/2"

/2

11' - 5" 11' - 3 1/2" 14' - 4 1/2"

8'

1/

2"

2' - 7 1/2"

7'

1"

14' - 5"9' - 10"

9'

4"

14' - 2"

PREFAB BOOTH

S337A

BOOTH SUITE #2

S337

BOOTH SUITE #1

S336

CONF. / EDU.

S333 FITTING #1

S334

STORAGE

S338

OFFICE

S339

FITTING #2

S335

EXAM #2

S330

PRE-TEST

S331

OPTICIAN OFFICE

S332

EXAM #1

S329

PREFAB BOOTH

S336A

CLEAN SOILED OFFICE OFFICE

STAFF

WORKROOM

SOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE OFFICE

STAFF TOILET

PROCEDURE

ROOM

WC TOILET

STO.

OFFICE

MECHANICAL

ROOM

S207

STAIR

H.A.C.

S206

NURSE OFFICE /

SCREENING

S202 IRM ELEC. ROOM

VEST.

S209

D333A

D330

D329

D331

D333B

D336A

D338 D339

D334 D335

D337AD337B

D336BD328

2A

55 55

TEST CORRIDOR

S328 BOOTH

CORRIDOR

S340

D332

D340

3' - 0"

D

7D

D

7C

D

6C

D

6D

5'

0"

2A

2A

VESTIBULE

S341

EXIST

FEC #1

NFPA 10 6.2.1.2.2

EXIST

FEC #2

NFPA 10 6.2.1.2.2

2 3

AS103

TYP

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

N

S

EW

AS104

3'

8"

AS103

TYP

TYP.

1.1

11' - 0 1/2"

SIM

1.1

N

S

E W

AS104

7' - 5"

1' - 0"

9'

3" 9'

4"

TYP.

AS103

INFILL GYPBOARD AT AREA

OF WALL DEMOLITION TO

MATCH EXISTING.

F HG

3'

8"

FR 1

2"2"

2"

VARIES

FR 1R

2" 2"

2"

VARIES

STRUCTURE ABOVE

EDGE BEAD AND

FLEXIBLE SEALANT

LINE OF CEILING

5/8" GYP BD - BOTH SIDES

FLEXIBLE SEALANT -

BOTH SIDES

FLOOR SLAB

3-1/2" SOUND

ATTENUATION BLANKET

3-5/8" STUD FRAMING 16" O.C.

4 7/8"

3-5/8" METAL STUDS, TYP.

STRUCTURE ABOVE

EDGE BEAD AND

FLEXIBLE SEALANT

3-1/2" SOUND

ATTENUATION

BLANKET

3-5/8" STUD

FRAMING 16" O.C.

5/8" TYPE X GYP BD -

BOTH SIDES

FLEXIBLE

SEALANT -

BOTH SIDES

FLOOR SLAB

4 7/8"

2 U419 1 HOUR RATED ASSEMBLY

3-5/8" METAL

STUDS, TYP.

2A SAME AS "2" 5/8 BUT ADD

"SOUNDBREAK GYP BD ON BOTH SIDES

6 1/8"

2A

F1

RATED

N1

RATED

3'

8"

STRUCTURE ABOVE

EDGE BEAD AND

FLEXIBLE SEALANT

LINE OF CEILING

5/8" SOUNDBREAK

GYP BD - BOTH SIDES

FLEXIBLE SEALANT -

BOTH SIDES

FLOOR SLAB

3-1/2" SOUND

ATTENUATION BLANKET

3-5/8" STUD FRAMING 16" O.C.

6 1/8"

3-5/8" METAL STUDS, TYP.

5/8" GYP BD - BOTH SIDES

BOOTH

INTERIOR

3/8" THICK HARD

RUBBER PAD BY MANUF.

1/8" THICK STEEL (TYP.)

INTERIOR OF BOOTH BY MANUF.

1/ 2"

FLOOR CHANNEL

HEAVY BEAD LATEX

CAULK (2 PLCS)

ULTRA-LITE

ACOUSTIC FILL

(2 LAYERS)

VINYL BASE

1/

2"

WALL PANEL

CONCRETE

ANCHOR @ 18" O.C.

EXISTING SUBSTRATE

EXISTING

STRUCTURE

ABOVE

EDGE BEAD

AND FLEXIBLE

SEALANT

LINE OF CEILING

NEW 5/8" GYP BD -

INTERIOR FACE

FLEXIBLE SEALANT

EXISTING

FLOOR SLAB

EXISTING 3-5/8"

METAL STUD

FRAMING

CONNECTED TO

EXISTING

STRUCTURE ABOVE

EDGE BEAD AND

FLEXIBLE SEALANT

LINE OF CEILING

NEW 5/8" GYP BD -

INTERIOR FACE

FLEXIBLE SEALANT

FLOOR SLAB

NEW 3-5/8" METAL

STUD FRAMING

EBF SEAL

EXISTING SUBSTRATE

THRESHOLD

STRUCTURE ABOVE

EDGE BEAD AND

FLEXIBLE SEALANT

LINE OF CEILING

5/8"

SOUNDBREAK

GYP BD

FLEXIBLE SEALANT

FLOOR SLAB

3-1/2" SOUND

ATTENUATION

BLANKET

EXISTING 3-5/8"

STUD FRAMING

5/8" GYP BD

1 HOUR FIRE RESISTANT RATED SMOKE BARRIER

1 HOUR FIRE RESISTANT RATED FIRE BARRIER

2 HOUR FIRE RESISTANT RATED FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

SI

N G

2.

rv t 7/

/2

2:

:3

PM

AS100

FLOOR PLAN

3/16" = 1'-0"AS100

2 Building 3 - Audiology and Eye Clinic x x

TITLE

SHEET

X x x x x x x x x

N

E

S

W

WINDOW TYPE

REVISIONS

ROOM NAME

ROOM NUMBER

DATUM LINE

DETAIL NUMBER

SHEET NUMBER

PARTITION TYPE

DOOR NUMBER

KEYNOTE

SECTION

SHEET NUMBER

BUILDING ELEVATION

SHEET NUMBER

INTERIOR ELEVATIONS

SHEET NUMBER

DETAIL

SHEET NUMBER

DOOR LEAF DOOR FRAME

DOOR SCHEDULE

NO. LOCATION WIDTH HEIGHT MATERIAL STYLE

Frame Type

Frame Material HDW SET REMARKS

D328 2ND FLOOR CORRIDOR TO TEST CORRIDOR 4' - 0" 7' - 0" WD N1 FR 1 HM HW1L

D329 TEST CORRIDOR TO EXAM #1 3' - 0" 7' - 0" WD F FR 1 HM HW1L

D330 TEST CORRIDOR TO EXAM #2 3' - 0" 7' - 0" WD F FR 1 HM HW1L

D331 TEST CORRIDOR TO PRE-TEST 3' - 0" 7' - 0" WD F FR 1 HM HW1L

D332 2ND FLOOR CORRIDOR TO OPTICIAN OFFICE 3' - 0" 7' - 0" WD F FR 1 HM HW1L

D333A 2ND FLOOR CORRIDOR TO CONF. / EDU. 3' - 0" 7' - 0" WD F FR 1 HM 4J

D333B PRE-TEST TO CONF. / EDU. 3' - 0" 7' - 0" WD F FR 1 HM 4J

D334 BOOTH CORRIDOR TO FITTING #1 3' - 6" 7' - 0" WD F FR 1 HM 3F

D335 BOOTH CORRIDOR TO FITTING #2 3' - 6" 7' - 0" WD F FR 1 HM 3F

D336A BOOTH CORRIDOR TO BOOTH SUITE #1 4' - 0" 7' - 0" WD F FR 1 HM 3

D336B FITTING #2 TO BOOTH SUITE #1 3' - 6" 7' - 0" WD F FR 1 HM 3F

D336C PREFAB BOOTH TO BOOTH SUITE #1 3' - 0" 7' - 0" WD F PRE-FAB PRE-FAB PRE-FAB D336D BOOTH SUITE #1 TO PREFAB BOOTH 3' - 0" 7' - 0" WD F PRE-FAB PRE-FAB PRE-FAB

D337A BOOTH CORRIDOR TO BOOTH SUITE #2 4' - 0" 7' - 0" WD F FR 1 HM 3

D337B FITTING #1 TO BOOTH SUITE #2 3' - 6" 7' - 0" WD F FR 1 HM 3F

D337C PREFAB BOOTH TO BOOTH SUITE #2 3' - 6" 7' - 0" N4 PRE-FAB PRE-FAB PRE-FAB

D337D BOOTH SUITE #2 TO PREFAB BOOTH 3' - 6" 7' - 0" N4 PRE-FAB PRE-FAB PRE-FAB

D338 BOOTH CORRIDOR TO STORAGE 3' - 0" 7' - 0" WD F FR 1 HM 5 45 MIN.

D339 BOOTH CORRIDOR TO OFFICE 3' - 0" 7' - 0" WD F FR 1 HM 3E

D340 2ND FLOOR CORRIDOR TO BOOTH CORRIDOR 4' - 0" 7' - 0" WD HG FR 1R HM HW1R

DOOR LEAF TYPES

DOOR FRAME TYPES

1 1/2" = 1'-0"

WALL PARTITION TYPES

1 1/2" = 1'-0"AS100

3 Audiometric Booth - Floor Detail

NOTES:

1. ALL HM INTERIOR DOOR FRAMES TO BE PAINTED.

2. ALL INTERIOR WOOD DOORS TO BE FACTORY STAINED & FINISHED UNLESS NOTED OTHERWISE.

3. ALL DOOR HARDWARE SHALL BE INSTALLED BY CONTRACTOR AND BE COMPATIBLE WITH SARGENT SYSTEM.

ABBREVIATIONS:

AL ALUMINUM

EX EXISTING

HM HOLLOW METAL

WD WOOD

12" = 1'-0"AS100

4 Audiometric Booth Threshold Detail

9' - 0"9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0" 9' - 0"

9' - 0"

8' - 0"

8' - 0"

9' - 0"

9' - 0"

9' - 0"

PRE-TEST

S331

EXAM #2

S330

EXAM #1

S329

OPTICIAN OFFICE

S332

CONF. / EDU.

S333

FITTING #1

S334

STORAGE

S338

OFFICE

S339

FITTING #2

S335

MALE TOILET

FEMALE TOILET

PREFAB BOOTH

S336A

BOOTH SUITE #1

S336

BOOTH SUITE #2

S337

PREFAB BOOTH

S337A

9' - 0"

VEST.

MECHANICAL

ROOM

H.A.C.

STAIR

ELEC. ROOMIRM

NURSE OFFICE /

SCREENING

OFFICE

STO.

WC TOILET

PROCEDURE

ROOM

STAFF TOILET

OFFICESOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE

SOCIAL WORKER

OFFICE

STAFF

WORKROOM

CLEAN SOILED OFFICE OFFICE

VESTIBULE

S341

2 31

TEST CORRIDOR

S328

BOOTH

CORRIDOR

S340EQ EQ

EQ EQ

EQ

EQ

EQ

EQ

EQ

ALIGN

FULL TILE

EQ EQ

EQ

EQ

EQ

EQ

EQ EQ

START

FULL

TILE

EQ

EQ

EQ EQ

EQ

EQ

EQ EQ

EQ EQ

EQ EQ

EQ

EQEQ

EQ

EQ EQ

EQ EQ

EQ

EQ

EQ EQ

ALIGNALIGN

START ON

FULL TILE

INFILL CEILING AT AREA OF DEMOLISHED

WALL - MATCH AND ALIGN WITH EXISTING

LIGHTING AS REQUIRED.

EQ EQ

RETURN DIFFUSER - SEE MECHANICAL DRAWINGS

SUPPLY DIFFUSER - SEE MECHANICAL DRAWINGS

2X2 LED RECESSED LIGHT FIXTURE

- SEE ELECTRICAL DRAWINGS

RECESSED LED LIGHT FIXTURE

- SEE ELECTRICAL DRAWINGS

SPRINKLER - SEE FIRE PROTECTION DRAWINGS

CEILING HEIGHT

2X2 ACOUSTICAL CEILING TILE

-SEE FINISH SCHEDULE

UNDER CABINET LIGHTING

1 HOUR FIRE RESISTANT RATED SMOKE BARRIER

1 HOUR FIRE RESISTANT RATED FIRE BARRIER

2 HOUR FIRE RESISTANT RATED FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

SI

N G

2.

rv t 7/

/2

2:

:4

PM

AS101

REFLECTED CEILING PLANS

3/16" = 1'-0"AS101

2 Building 3 - Audiology and Eye Clinic

159 SF

S329

164 SF

EXAM #2

S330

65 SF

TEST CORRIDOR

S328

253 SF

PRE-TEST

S331

137 SF

OPTICIAN OFFICE

S332

259 SF

CONF. / EDU.

S333

182 SF

BOOTH SUITE #2

S337

92 SF

PREFAB BOOTH

S337A

131 SF

FITTING #1

S334

91 SF

STORAGE

S338

131 SF

BOOTH

CORRIDOR

S340

183 SF

BOOTH SUITE #1

S336

137 SF

FITTING #2

S335

116 SF

OFFICE

S339

92 SF

PREFAB BOOTH

S336A

21 SF

VESTIBULE

S341

2 31

RUBBER TILE

LUXURY VINYL TILE

FINISH LEGEND

RESILIENT FLOORING

1 HOUR FIRE RESISTANT RATED SMOKE BARRIER

1 HOUR FIRE RESISTANT RATED FIRE BARRIER

2 HOUR FIRE RESISTANT RATED FIRE BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

SI

N G

2.

rv t 7/

/2

2:

:0

PM

AS102

FINISH PLAN

3/16" = 1'-0"AS102

1 Building 3 - Audiology and Eye Clinic Finish Plan

BASE WALL FINISHES

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME

FLOOR

MAT. MAT. HT. N E S W

CEILING

MAT. NOTES

S328 TEST CORRIDOR LVT-1 RB-2 4" PT-1 PT-1 PT-1 PT-1 2X2 ACT

S329 EXAM #1 RF-1 RB-2 4" PT-5 PT-4 PT-4 PT-4 2X2 ACT

S330 EXAM #2 RF-1 RB-2 4" PT-4 PT-5 PT-4 PT-4 2X2 ACT

S331 PRE-TEST RF-1 RB-2 4" PT-4 PT-4 PT-5 PT-4 2X2 ACT

S332 OPTICIAN OFFICE LVT-1 RB-2 4" PT-2 PT-1 PT-1 PT-1 2X2 ACT

S333 CONF. / EDU. LVT-1 RB-2 4" PT-1 PT-1 PT-1 PT-1 2X2 ACT

S334 FITTING #1 RF-1 RB-2 4" PT-5 PT-4 PT-4 PT-4 2X2 ACT 1.

S335 FITTING #2 RF-1 RB-2 4" PT-5 PT-4 PT-4 PT-4 2X2 ACT 1.

S336 BOOTH SUITE #1 RF-1 RB-2 4" PT-5 PREFAB PT-4 PT-4 2X2 ACT 1.

S336A PREFAB BOOTH RT-1 RB-1 2 - 1/2" PREFAB / PT PREFAB / PT PREFAB / PT PREFAB / PT PREFAB

S337 BOOTH SUITE #2 RF-1 RB-2 4" PT-5 PT-4 PT-4 PREFAB 2X2 ACT 1.

S337A PREFAB BOOTH RT-1 RB-1 2 - 1/2" PREFAB / PT PREFAB / PT PREFAB / PT PREFAB / PT PREFAB

S338 STORAGE RF-1 RB-2 4" PT-4 PT-4 PT-4 PT-4 2X2 ACT

S339 OFFICE LVT-1 RB-2 4" PT-1 PT-3 PT-1 PT-1 2X2 ACT

S340 BOOTH CORRIDOR LVT-1 RB-2 4" PT-1 PT-1 PT-1 PT-1 2X2 ACT

S341 VESTIBULE LVT-1 RB-3 4" PT-4 PT-4 -- PT-4 2X2 ACT

NOTES:

1. REFER TO AS104 FOR ROOM ELEVATIONS AND LOCATION OF SOUND SOAK ACOUSTICAL WALL PANELS. FABRIC: GUILFORD OF MAINE, SPRITE 2671 SERIES, COLOR: LINEN 7010.

FINISH SCHEDULE ABBREVIATIONS

MATERIAL PRODUCTS NAMED ARE BASIS OF DESIGN ONLY, CONTRACTOR TO SELECT SAME OR EQUAL - SEE SPECIFICATIONS

FLOOR PREFAB - PRE-FABRICATED FLOORING SYSTEM BY IAC ACOUSTICS

LVT - LUXURY VINYL TILE - MANNINGTON, SPATIA, WOOD, COLOR: SUN BLEACHED OAK

RT-1 - RUBBER TILE - ECORE, 601 Mr. SLATE.

RF-1 - RESILIENT FLOORING: MANNINGTON, PARADIGM II, INTERSECT, COLOR: ORIGIN

BASE PREFAB - PRE-FABRICATED FLOORING CHANNEL BY IAC ACOUSTICS

RB-1 - RUBBER BASE - BLACK COVE BASE MOLDING BY IAC ACOUSTICS

RB-2 - RUBBER BASE - TARKETT/JOHNSONITE, "CANVAS" JODC 114X

RB-3 - RUBBER BASE - MATCH EXISTING IN CORRIDOR S213

WALL PREFAB - PRE-FABRICATED WALL PANEL SYSTEM BY IAC ACOUSTICS (SUBMIT FULL RANGE OF MFR COLORS)

PT-1 - PAINT - SHERWIN-WILLIAMS SW 7015 REPOSE GRAY

PT-2 - PAINT - SHERWIN-WILLIAMS SW 6423 RYEGRASS

PT-3 - PAINT - SHERWIN-WILLIAMS SW 6219 RAIN

PT-4 - PAINT - SHERWIN-WILLIAMS SW 7004 SNOWBOUND

PT-5 - PAINT - SHERWIN-WILLIAMS SW 7506 LOGGIA

CEILING ACT - ACOUSTIC CEILING TILE

PREFAB - PRE-FABRICATED ROOF PANEL SYSTEM BY IAC ACOUSTICS

EXISTING EXTERIOR

WALL CONSTRUCTION

EXISTING INTERIOR

WALL FRAMING

EXISTING EXTERIOR

WALL CONSTRUCTION

EXISTING INTERIOR

WALL FRAMING

EXISTING WINDOW

NEW GYP

BD FINISH

APPLY BLACK-OUT

FILM TO EXISTING

GLAZING

NEW RIGID INSULATION

NEW INFILL MTL

STUD FRAMING

EXISTING EXTERIOR

WALL CONSTRUCTION

NEW INTERIOR FINISH

NEW INTERIOR FINISH

EXISTING WINDOW

EXISTING EXTERIOR

WALL CONSTRUCTION

NEW INTERIOR

FINISH

NEW SOLID

SURFACE SILL

GWB FINISH - SEE

PARTITION DETAILS FOR

WALL CONSTRUCTION

WALL MOUNTED Z-CLIP

FASTENED PER

MANUFACTURE'S

RECOMMENDATION.

2" THK ACOUSTIC WALL

PANELS, FABRIC

WRAPPED, MOUNTED WITH

IMPALING Z-CLIPS

0' - 2"

AT

C

EI

LI

N G

0'

1" C

LE

AR

AN

C

E

CEILING AS SCHEDULE

AS REQ'D STEEL

STUD

STEEL

STUD

TRACK

1-5/8"

4"

1. THESE ANCHORING DETAILS ARE SHOWN AS TYPICAL AND ARE NOT

INTENDED TO BE ALL INCLUSIVE. PROVIDE STEEL BACKING IN PARTITIONS

FOR WALL HUNG ITEMS, SUCH AS WALL CABINETS, TOILET ACCESSORIES,

SHELVING, DOOR HOLD OPENS AND DOOR STOPS.

2. USE THE FOLLOWING ASSUMED LOADS TO DETERMINE BLOCKING AND

FASTENER REQUIREMENTS UNLESS GREATER LOADS ARE KNOWNS.

A. PAPER TOWEL DISPENSERS, TOILET PAPER HOLDERS, MIRRORS,

COAT HOOKS, TOWEL BARS, MOP HOLDERS, ETC. USE 100 LBS

B. HAND RAIL, BUMPER RAILS, USE 200 LBS CONCENTRATED LOADS

C. GRAB BARS, USE 200 LBS CONCENTRATED LOADS

D. WALL CABINETS: USE WEIGHTS OF CABINETS, PLUS 100 LB PER

LINEAR FOOT OF SHELF.

E. COUNTERTOPS: USE WEIGHT OF COUNTERTOPS PLUD 55LBS PER

FOOT OF COUNTER.

F. 12" ADJ SHELVES- USE 83 LBS PER BRACKET

G. 18" ADJ SHELVES- USE 55 LBS PER BRACKET

H. 24" ADJ SHELVES- USE 40 LBS PER BRACKET

I. TV / MONITORS- COORDINATE WITH VA

14 GA. BREAK METAL

CLOSURE PLATE

3/4" DOUBLE

SIDED ADHESIVE

TAPE

BOOTH WALL PANEL

ADJACENT

FACILITY WALL

2'

2' - 1"

REMOVABLE ADA COMPLIANT

PIPING COVER

PLAS LAM PANEL

SOLID SURFACE COUNTER

AND BACKSPLASH WITH 3/8"

CHAMFERED EDGES

0'

1/

2"

2'

2' - 1"

BASE CABINET DRAWERS &

FILING CABINETS W/

PLAS LAM FINISH

SOLID SURFACE COUNTER

AND BACKSPLASH WITH 3/8"

CHAMFERED EDGES0'

1/ 2"

8" 8"

1'

1/

2" 4"

3/4" FIRE RATED

MDF WITH PLAS LAM FINISH

UPPER CABINETS, DOORS

& ADJUSTABLE SHELVING

UNDER CABINET LIGHTING

SLOPED TOP

AS103

SIM

AS103

TYP

3' - 7 1/4" 2' - 0"

2'

6" 1'

8"

2'

REFER TO

PLUMBING DWG'S

& SPECS FOR SINK

3/4" FIRE TREATED

MDF WITH PLAS

LAM FINISH, UPPER

CABINETS, DOORS,

SHELVING

2' - 0"

PROVIDE PLAS LAM

FINISHED END

SOLID SURFACE

WORKING

COUNTER AND

INTEGRAL

BACKSPLASH

5' - 7 1/4"

SLOPE TOP

AS103

SIM

AS103

TYP

1' - 9" 2' - 7"

4' - 5"

2'

1'

8" 2'

6"

1' - 9"

0'

2"

0' - 1"

3/4" FIRE TREATED

MDF WITH PLAS

LAM FINISH, UPPER

CABINETS, DOORS,

SHELVING

REFER TO

PLUMBING DWG'S

& SPEC FOR SINK

SOLID SURFACE

WORKING

COUNTER AND

INTEGRAL

BACKSLPASH

PROVIDE PLAS LAM

FINISHED END

WALL

SLOPE TOP

5' - 2 3/4"2' - 0" 2' - 6"

AS103

TYP

2'

"EQEQ

AS103

SIM

SOLID SURFACE

COUNTERTOP

PROVIDE PLAS

LAM END WALL

PANELS AT

WORK COUNTER

OPEN END

HEAVY DUTY

BRACKETS AT 32"

O.C. MAX- PROVIDE

FRAMING/BLOCKIN

G WITHIN WALLS

PLAS LAM

FININSHED BASE

DRAWERS WITH

CABINET LOCKS

9' - 11 1/2"

3' - 4" 2' - 0" 3' - 3"

2'

0'

2"

AS103

TYP

AS103

SIM

8' - 8"

SOLID SURFACE

COUNTERTOP

PROVIDE PLAS

LAM END WALL

PANELS AT

SINK COUNTER

OPEN END

PLAS LAM

FINNISHED BASE

DRAWERS WITH

CABINET LOCKS

EQ EQ

2'

2' - 0"5' - 5"

7' - 5"

0'

2"

SOLID SURFACE

COUNTERTOP

HEAVY DUTY

BRACKETS AT 32"

O.C. MAX- PROVIDE

FRAMING/BLOCKING

WITHIN WALLS

DRAWER BASE

FURNITURE BY VA -

GC TO COORDINATE

NOTE: ALL WOOD PRODUCTS (PLYWOOD (WHERE

NOTED), BLOCKING, FRAMING, ETC.) USED IN

MILLWORK AND GENERAL CONSTRUCTION MUST

BE FIRE RETARDANT TREATED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

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2.

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2:

:0

PM

AS103

INTERIOR PROJECT DETAILS

1 1/2" = 1'-0"AS103

1 Existing Window Infill - Film

1 1/2" = 1'-0"AS103

2 Existing Window - Finish Detail

3" = 1'-0"AS103

4 Wall Mounted Sound Adsorption Panel

3" = 1'-0"AS103

3 Typical Wall Blocking Detail

1 1/2" = 1'-0"AS103

5 Closure Strip Details

3/4" = 1'-0"AS103

6 Section at ADA Sink

3/4" = 1'-0"AS103

7 Section at Drawers / Overhead Cabinet

1/2" = 1'-0"AS103

8 CASEWORK- BOOTH SUITE

1/2" = 1'-0"AS103

9 CASEWORK - FITTING ROOM

1/2" = 1'-0"AS103

10 CASEWORK - EXAM ROOM 1

1/2" = 1'-0"AS103

11 CASEWORK - EXAM ROOM 2

1/2" = 1'-0"AS103

12 CASEWORK - OPTICIAN OFFICE

9'

0"

F01 F164'

6"

AS103

TYP

2'

F04

F02

F23

F11

F07

F08 F20

F09

F05 F17

F21 F11

AS103

4'

6"

F03

F10

F12

F06

F19

F18 11

7'

0"

8'

0"

F24 F03

F13

F28

8 F35

F17F05

F30 F33

6 F09

F34

F13

F29

F14,F15

9'

0"

F16 F01

4'

6"

AS103

TYP

F06

F19

F18

F12

F03

4'

6"

F10

F05

F23

F02 F04 F07

F09

F20

F08

F17

F21 F11

AS103

Sim

F05

9'

0"

2'

F23

F06

F04

F02 F07

F08 F20

F37

F194'

6"

F16

1 2

AS103

Sim

F11

F12

F42

6 F03

F09

F39

AS103

TYP

9'

0"

F12

F03

F11

F10

F04

F01 F06 F09

F44

F38

9'

0"

F05

4'

6"

4'

6"

F39

F03

F09

F38 F12

F42

F11

4'

6"

F06 F19

F23

F02

F04 F07

F20

F16

F08

F01

F37

AS103

9'

0"

F95

F86

F94

3'

5"

F91

F53

F97

F100

F14,F15

F98 F12

F05

F45

F89

9'

0"

F109

F47

F14,F15

F53

F101

F104

F83

F109

AS103

F105

F56

F106

F48 F12F110

F09

F108

9'

0"

F38 F12

F03 F05

5'

0"

4'

4"

F48

F47

F02 F04

F49

F14

F11

F53

F45

F56 F65

F63 F50

F59

F49

F09

F57

F63 F47 F53 F68

9'

0"

F38 F49

F11 F67F77

F09

F57

F03

F05

F37

F02

F07

F04

F06 F83

F80

F69

F12

AS103

F38

F09

9'

0"

F68 F77 F11

F49

F47

F37F04 F06

F83

F02

F63

F69

AS103

F03

F12

F05 F57

F67

F### = KEYED EQUIPMENT - SEE SHEETS AS600 & AS601

# = LEYNOTE - SEE BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

LI

C

EN

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2:

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PM

AS104

INTERIOR ELEVATIONS

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S337 BOOTH SUITE #2 (AUDE2)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S337A PREFAB BOOTH (PEHS2)

3/16" = 1' - 0"AS104

1.1

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S336 BOOTH SUITE #1 (AUDE2)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S335 FITTING #2 (HAFR1)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S339 OFFICE (OFA09)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S334 FITTING #1 (HAFR1)

3/16" = 1' - 0"AS104

6 S333 CONF. / EDU. (CLR10)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S332 OPTICIAN OFFICE (OFA09)

3/16" = 1' - 0"AS104

8 S331 PRE-TEST (OPPT1)

3/16" = 1' - 0"AS104

NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION

S330 EXAM #2 (OPET1)

3/16" = 1' - 0"AS104

10 S329 EXAM #1 (OPET1)

3/16" = 1' - 0"AS104

1. ALL DIMENSIONS ARE TO FINISH FACE OR CENTERLINE, UNLESS NOTED OTHERWISE.

2. COORDINATE CLEARANCES FOR EQUIPMENT.

3. FLOOR FINISH AND BASE TO EXTEND UNDER CABINETS.

4. FINISH AT ALL EXPOSED CABINET SIDES TO MATCH FINISHED CABINET FACE WITH BASE CONTINUOUS AT ALL

EXPOSED SIDES.

5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE TYPES AND MOUNTING HEIGHTS.

6. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF PLUMBING FIXTURE(S) ACCESSORIES, EQUIPMENT, AND CASE WORK.

7. REFER TO ROOM FINISH SCHEDULE, AS102.

8. REFER TO AS600 AND AS601 FOR FF&E TAG REFERENCES.

KEYNOTES

1 2" THICK SOUND ABSORPTIVE WALL TREATMENT - 0.90 NRC, RATING AND MIN. 0.65 SOUND COEFFICIENT AT 250 Hz.

2 SPECULA DISPENSER (OTOSCOPE ACCESSORY)

3 MONITOR WITH WEBCAM CAPABILITY

4 SPEAKER, COMPONENT OF DIAGNOSTIC AUDIOMETER. VA TO COORDINATE SIZE OF SPEAKER AND LOCATION PRIOR

TO PROCUREMENT.

5 WIRE MANAGER STRIP (TO JACK PANEL)

6 OPTIONAL LOCATION FOR Z0015, OTOSCOPE, DIAGNOSTIC.

7 HOOKS TO ACCOMMODATE HEADPHONES AND WIRES, QUANTITY TO BE PER FACILITY NEED.

8 JACK PANEL, COMPONENT PART OF AUDIOMETRIC BOOTH.

9 36" x 48" VIEW WINDOW

10 CLOSURE STRIP

11 CEILING LINE OF PREFABRICATED SOUND SUITE BEYOND

MIRROR LAYOUT APPLIES TO S336A PREFAB BOOTH

1-6

PREFAB BOOTH

S337A

BOOTH SUITE #2

S337

BOOTH SUITE #1

S336

CONF. / EDU.

S333

FITTING #1

S334

STORAGE

S338

OFFICE

S339

FITTING #2

S335

EXAM #2

S330

PRE-TEST

S331

OPTICIAN OFFICE

S332

EXAM #1

S329

PREFAB BOOTH

S336A

BOOTH

CORRIDOR

S340

VESTIBULE

S341

F01F10

F02

F03

F04

F05

F06

F07

F08

F09

F24

F03

F11

F12 F13

F30

F14

F15

F15

F16 F17

F32

F33

F05

F19

F35

F01

F02

F03

F04F05

F06

F07

F08

F09

F09

F03

F29

F11

F12

F13

F30

F14

F15

F15

F16

F17

F32

F33

F05

F19

F35

F09

F09 F36

F37

F03

F08

F06

F14 F15

F10

F39

F05

F40

F09

F09

F10

F44

F36F06

F14

F15

F05

F12

F03

F12

F47

F05 F03

F04

F45

F48

F02

F15

F51

F53

F65

F56

F57

F09

F09 F36

F02

F03

F04

F06

F14 F15

F08

F11

F39

F05

F37

F42 F41

F07

AD

F92 F93

F99

F15

F12

F98

F88

F87

F38

F85 F86 F90 F91

F05

F96

F12

F14

F15

F09

F14

TEST CORRIDOR

S328

F09F34

F29

F28

F10

F28

F34

F110

F101

F106

F67

F09

F77

F83

F80

F69

F06

F73 F61 F70

F48

F49

F05

F38

F12

F14 F15

F57

F78

F83

F06 F07

F09 F67

F77

F80

F48

F49

F05

F38

F12

F14 F15

F69

F73 F61 F70

F78

F50

F83

F06

F48

F09

F102

F104

F105 F107

F108

F109

F100

F97

F95 F94

F38

F24

F10

F20 F23

F21

F21

F18

F18

F04

F07 F02

F38

F38

F11 F42 F41

F19

F19

F12

F12

F16

F16

F17

F17

F40

F23 F21

F21

F23

F29

F54

F111

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

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PM

AS600

EQUIPMENT PLAN

1/4" = 1'-0"AS600

1 Building 3 - Audiology and Eye Clinic Equipment Plan

SEE AS601 FOR EQUIPMENT SCHEDULES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FOR CONSTRUCTIONOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021 TB DN

SYMBOL LEGEND:

KEYNOTES:

GENERAL NOTES:

PROJECT AREA

BUILDING 3 - SECOND FLOOR

\\T F-

D C

\U se rs

\D an ie l\D oc um en ts

\V

AM

C L yo ns

_B ui ld in g 3_

M as te r_

TF

A-

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C

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2.

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2:

:3

PM

AS601

EQUIPMENT SCHEDULES

C = CONTRACTOR SUPPLIED AND/OR CONTRACTOR INSTALLED

V = VA SUPPLIED AND/OR VA INSTALLED

AIR TERMINAL SYMBOLS

TERMINAL UNIT WITH REHEAT COIL

CONTROLS SYMBOLS

T ROOM THERMOSTAT/TRANSMITTER - WALL MOUNT

TT TEMPERATURE TRANSMITTER

FT FLOW TRANSMITTER

H7

A

DRAWING SYMBOLS

26-SF-3

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

MECHANICAL EQUIPMENT TAG

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

SUPPLY FAN NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (SUPPLY FAN)

DUCTWORK SYMBOLS

FC

10x8

FLEXIBLE CONNECTION,

EQUIPMENT,VIBRATION, OR SEISMIC

VANED ELBOW (PROVIDE ALL SQUARE

OR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

FIRE DAMPER

FD

MANUAL VOLUME DAMPER

EXISTING DUCT TO BE REMOVED

SUPPLY

RETURN

45°

STANDARD BRANCH SUPPLY OR RETURN, NO SPLITTER

(45 TAP)

45°

F/S DPR

AUTOMATIC CONTROL DAMPER MODULATING

AUTOMATIC CONTROL DAMPER TWO POSITION

LIMIT OF DEMOLITION

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

SUPPLY TOP REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN CEILING REGISTER OR GRILLE

EXHAUST OR RETURN BOTTOM REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN REGISTER OR TOP GRILLE (WALL TYPE)

VANED ELBOW & AIR SPLIT TYPE DUCT TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

GATE VALVE WITH GLOBE-VALVED BYPASS

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE HOSE

CONNECTOR

VALVE SYMBOLS

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

PRESSURE SAFETY VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

WYE STRAINER (WITH BALL VALVE & HOSE CONNECTION)

FLEXIBLE CONNECTION

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

GENERAL PIPING SYMBOLS

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PIPE UP

PIPE DOWN

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENTAV

MANUAL AIR VENT

MV

PC AIR TERMINAL UNIT CONTROLLER

W WATTS

Wb WET-BULB (TEMPERATURE)

V VALVE

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER (MANUAL OPPOSED BLADE)

VHA VETERANS HEALTH ADMINISTRATION

UC UNDER CUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

DB DECIBELS

Db DRY-BULB TEMPERATURE

DD-1 DESIGN DEVELOPMENT (SUBMISSION1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DPS DIFFERENTIAL PRESSURE SENSOR

CD-2 CONSTRUCTION

DOCUMENTS (SUBMISSION2)

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CG CEILING GRILLE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CR CEILING REGISTER

CV CONSTANT VOLUME

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

A/E ARCHITECT / ENGINEER

AAV AUTOMATIC AIR VENT

ACD AUTOMATIC CONTROL

DAMPER,MODULATING

ACD-TP AUTOMATIC CONTROL

DAMPER,TWO POSITION

AD ACCESS DOOR

AF AIR FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AHU AIR-HANDLING UNIT

AMP AMPERGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

CD CEILING DIFFUSER

CD-1 CONSTRUCTION

DOCUMENTS (SUBMISSION1)

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

ENT ENTERING

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FA FREE AREA

FC FLEXIBLE CONNECTION

FPM FEET PER MINUTE

FPS FEET PER SECOND

GAL GALLONS

GPM GALLONS PER MINUTE

HSTAT HUMIDISTAT

HW HOT WATER

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

FT FEET

OA OUTSIDE AIR

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

M METER, SI UNIT

M/s METERS PER SECOND

(OR METERS/SECOND)

MAX MAXIMUM

MBH 1000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MIN MINIMUM

MM MILLIMETER

MVD MANUAL VOLUME DAMPER

L LITER

L/h LITERS PER HOUR (OR LITERS/HOUR)

L/m LITERS PER MINUTE (OR LITERS/MINUTE)

L/s LITERS PER SECOND (OR LITERS/SECOND)

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LWT LEAVING WATER TEMPERATURE

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

TAB TESTING, ADJUSTING, BALANCE

TD TEMPERATURE DIFFERENCE

TG TRANSFER GRILLE

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

SA SUPPLY AIR

SAD SOUND ATTENUATING DEVICE

SAT SUPPLY AIR TEMPERATURE

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SDPR SMOKE DAMPER

SDR SMOKE DAMPER (RETURN)

SDS SMOKE DAMPER (SUPPLY)

SEN SENSIBLE HEAT

SP STATIC PRESSURE

SQ FT SQUARE FOOT (FEET)

SS STAINLESS STEEL

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

RHC REHEAT COIL

PD PRESSURE DROP

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

MECHANICAL ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

Watson Engineering, P.C.

1112 State Rte. 434

Owego, NY 13827

(607)223-4334

ThinkForm Design Architect LLC

38 East Broad St, Suite 3

Hopewell, New Jersey, 08525

(855) 821-0274

UPGRADE AUGIOLOGY AND

EYE CLINIC - BLDG. 3

LYONS VA MEDICAL CENTER

561A4-18-119

BUILDING 3

07/02/2021

PROJECT AREA

BUILDING 3 - SECOND FLOOR

B

IM

/5

A

-1 -1

U p g ra d e

A u d io lo g y a n d

E y e

C lin ic

B ld g

/5

A

-1

-1

U p g ra d e A u d ilo g y a n d E y e C lin ic

.r v t

/2

/2

:3

:0

A

M

M-001

MECHANICAL SYMBOLS, NOTES,

AND ABBREVIATIONS

JWE MPL

1. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOW IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

2. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH

THE CONTRACTING OFFICER’S REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

3. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE

CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE NEW EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE CONTRACTING OFFICER’S REPRESENTATIVE.

4. PRELIMINARY AIR AND WATER BALANCE REPORT. AT THE BEGINNING OF THE WORK IMMEDIATELY AFTER RECEIVING NOTICE TO PROCEED, THE CONTRACTOR SHALL MEASURE AND SUBMIT A PRELIMINARY BALANCE REPORT IN COMPLIANCE WITH THE SPECIFICATIONS FOR THE TERMINAL UNITS, AIR HANDLING UNITS, AND HYDRONIC HEATING WATER PUMPS ASSOCIATED WITH THE WORK OF THIS PROJECT. MEASURE ALL SUPPLY, RETURN, AND EXHAUST AIR QUANTITIES. MEASURE AHU IN FULL COOLING, MAX AIR FLOW, AT THE AHU, AND MAX AIR FLOW AT ALL ZONES AND ALL DIFFUSERS; MEASURE THE DISCHARGE STATIC PRESSURE AT THE AHU AND THE SUCTION STATIC PRESSURE AT THE AHU. THEN EACH ZONE SHALL BE SET TO FULL REHEAT AND THE AIR QUANTITY MEASURED AT EACH OUTLET AND THE WATER FLOWS AND TEMPERATURES MEASURED AT EACH REHEAT BOX. THE EXISTING MECHANICAL DRAWINGS WILL BE PROVIDED BY THE FACILITY ENGINEERING DEPARTMENT AT THE VA. SUBMIT A BLANK BALANCE REPORT FOR APPROVAL PRIOR TO BEGINNING THE PRELIMINARY AIR

BALANCE.

5. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL SURVEY THE EXISTING CEILINGS TO BE REMOVED AND REPLACED FOR THEIR EXISTING…