P01 - Drawings - 528A6-19-604 Renovate B76 6th floor.pdf

AREA OF WORK KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street

Sewickley, PA 15143

Phone: 412.287.7333 www.aeworks.com

AE Works Project Number:

A u to d e s k D o c s /V

B A

T -0

B a th V

A th F l O u tp a ti e n t M e n ta l H e a lt h

/V B

A T

-0

A R

C H

.r v t

/8

/2

:1

:1

A

M

G001

COVER SHEET OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/2025 BAS AC

100% CONSTRUCTION

DOCUMENTS

VBAT-005

BATH VA MEDICAL CENTER

OUTPATIENT MENTAL HEALTH CLINIC

BUILDING 76, SIXTH FLOOR

76 VETERANS AVENUE

BATH, NY 14810

PROJECT DIRECTORY

OWNER:

BATH VA MEDICAL CENTER

76 VETERANS AVENUE

BATH, NEW YORK 14810

ARCHITECT/ENGINEER:

AE WORKS, LTD

418 BEAVER STREET

SEWICKLEY, PA 15143

PHONE: (412) 287-7333

VICINITY MAP

SITE

LOCATION MAP

GENERAL

G001 COVER SHEET

G101 LIFE SAFETY INFORMATION

G102 LIFE SAFETY PLANS

G103 ICRA NOTES

G104 6TH FLOOR - DUST CONTROL & ICRA PLAN

ABATEMENT

ASB-01 6TH FLOOR - ASBESTOS ABATEMENT

STRUCTURAL

S100 NOTES AND DETAILS

ARCHITECTURAL

A001 ABBREVIATIONS, NOTES & SYMBOLS

AD101 6TH FLOOR - DEMOLITION PLAN

AD102 ATTIC - DEMOLITION PLAN

A101 6TH FLOOR - CONSTRUCTION PLAN

A102 ATTIC - CONSTRUCTION PLAN

A111 5TH FLOOR - REFLECTED CEILING PLAN

A112 6TH FLOOR - REFLECTED CEILING PLAN

A401 ENLARGED PLANS & ELEVATIONS

A501 CASEWORK SECTIONS AND INTERIOR DETAILS

A502 INTERIOR DETAILS

A601 DOOR / WINDOW SCHEDULE & DETAILS

A701 PARTITION TYPES

AE101 6TH FLOOR - FURNITURE, FIXTURE AND EQUIPMENT PLAN

AI101 6TH FLOOR - FINISH PLAN, SCHEDULE & DETAILS

AS101 6TH FLOOR - SIGNAGE PLAN

FIRE PROTECTION

F001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS AND DETAILS

FD101 6TH FLOOR - SPRINKLER DEMOLITION PLAN

F101 6TH FLOOR - FIRE PROTECTION -NEW WORK PLAN

F102 ATTIC - FIRE PROTECTION - NEW WORK PLAN

PLUMBING

P001 PLUMBING SYMBOLS, SCHEDULES, DETAILS & NOTES

PD101 OVERALL PLUMBING DEMOLITION PLANS

P101 PLUMBING PLANS - DOMESTIC WATER

P102 PLUMBING PLANS - SANITARY AND VENT

P103 ATTIC LEVEL - PLUMBING PLAN

P901 DOMESTIC WATER RISER DIAGRAMS

P902 SANITARY AND VENT RISER DIAGRAMS

SITE

CONTACT:

DAN KRAJCIR-WATTS

PROJECT SECTION (HEALTHCARE ENGINEER)

DANIEL.KRAJCIRWATTS@VA.GOV

CAMPUS MAP

NORTH

SHEET INDEX

MECHANICAL

M001 MECHANICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

MD100 5TH FLOOR - DUCTWORK - DEMOLITION PLAN

MD101 6TH FLOOR - DUCTWORK - DEMOLITION PLAN

MD102 ATTIC - DUCTWORK - DEMOLITION PLAN

MD103 ATTIC - HYDRONICS - DEMOLITION PLAN

M100 5TH FLOOR - DUCTWORK - NEW PLAN

M101 6TH FLOOR - DUCTWORK - NEW PLAN

M102 ATTIC - DUCTWORK - NEW PLAN

M113 DUCTWORK - NEW PLAN - SECTION VIEWS

M201 6TH FLOOR - HYDRONICS - NEW PLAN

M202 ATTIC - HYDRONICS - NEW PLAN

M301 HVAC DETAILS

M302 HVAC DETAILS

M303 HVAC DETAILS

M304 HVAC DETAILS

M401 MECHANICAL SCHEDULES

M402 MECHANICAL SCHEDULES

M500 HVAC CONTROLS - LEGEND

M501 HVAC CONTROLS 1

M502 HVAC CONTROLS 2

M503 HVAC CONTROLS 3

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED101 ELECTRICAL 6TH FLOOR DEMOLITION PLANS

ED102 ELECTRICAL ATTIC POWER & COMMUNICATIONS DEMOLITION PLAN

E101 6TH FLOOR LIGHTING PLAN

E201 6TH FLOOR POWER PLANS

E202 ATTIC POWER & COMMUNICATIONS PLAN

E301 6TH FLOOR COMMUNICATIONS PLAN

E401 6TH FLOOR FIRE ALARM PLANS

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES & ONE-LINE DIAGRAM

E602 ELECTRICAL SCHEDULES

# Revisions Date

STRUCTURAL ENGINEER:

BARBER & HOFFMAN, INC.

1659 PA-228

CRANBERRY TWP, PA 16066

COMMISSIONING ENGINEER:

SIRIS CX

11 E WALL ST., SUITE 228

MOUNT PLEASANT, SC 29464

BUILDING PERFORMANCE CONSULTANTS

RWDI USA LLC

1608 WALNUT ST., SUITE 1603,

PHILADELPHIA, PA 19103

CONTACT:

BEVERLY SHELBY

PROJECT MANAGER

BEVERLY@AEWORKS.COM

SITE

RESULT NFPA SECTION / TITLE

(NFPA 101. NFPA 220 NOTED

WHERE APPLICABLE)

MIXED USE OCCUPANCY - (Overall building)

B Business

CONSTRUCTION TYPE

FIRE RESISTIVE REQUIREMENTS

PRIMARY STRUCTURAL FRAME - INCLUDING:

COLUMNS, AND STRUCT. MEMBERS CONNECTED TO COLUMNS

BEARING WALLS

EXTERIOR

INTERIOR (SUPPORTING MORE THAN 1 STORY)

NONBEARING WALLS & PARTITIONS

EXTERIOR

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY

B Business

- 6.1.14 Multi Use. Must comply with

6.1.14.3 Mixed occupancies or 6.1.14.4

Separated occupancies.

EXISTING BUSINESS OCCUPANCY w/ Ancillary 6.1.11.1 & 43.2.1 & Chapter 39

NFPA TYPE I (332) I (332) Per NFPA 220 Table A.4.1.1

N/A 18.3.7..1 & 18.3.7.1 (2): Two smoke compartments in buildings containing healthcare. Every story regardless of use.

18.3.7.6 20 MIN Min. Rating for Doors

EXISTING

N/A (Columns at exterior walls)

N/A

2 HOUR (Supporting 1 floor)

2 HOUR

CORRIDORS (W/ SPRINKLER SYSTEM)

MIXED-USE OCCUPANCY (NFPA) overall existing building

6TH FLOOR = EXISTING BUSINESS OCCUPANCY w/ Ancillary Assembly & Storage Areas

SMOKE BARRIER SUBDIVISION

AN APPROVED AUTOMATIC SPRINKLER

SYSTEM IS AN ACCEPTABLE SUBSTITUTE FOR A 1-

HOUR FIRE RESISTANCE RATED CONSTRUCTION,

PROVIDED SUCH A SYSTEM IS NOT OTHERWISE

REQUIRED BY OTHER PROVISIONS OF THE CODE, OR

USED FOR AN ALLOWABLE AREA INCREASE.

0 HOUR RATED 38.3.6.1: 0 HR Fully Sprinklered

FIRE DETECTION AND PREVENTION

AUTOMATIC SPRINKLERS

ALL FLOORS

FIRE ALARM SYSTEM

FIRE EXTINGUISHERS

EXITING REQUIREMENTS

OCCUPANT LOAD - STORAGE

EGRESS WIDTH

CORRIDORS - any facility not listed in table (includes B)

EXITING STAIRWAYS

OTHER EGRESS COMPONENTS

EGRESS DOORS

FULLY SPRINKLERED -

YES -

YES. ALSO REFER TO MEP/FP DWGS. -

NFPA 10 Section 5.4.1.2 Ordinary Hazard

170 SF/ 500 preliminary sf = 1 500 GSF/ Occ.

8,330 SF/ 150 = 56 OCCUPANTS - 150 SF/ Occ

44" MIN. - See below for bed movement & treatment area requirements

T7.3.3.1: 0.2"/occ & 38.2.3 & 39.2.3.1, not less than 44"

T7.3.3.1: 0.3"/occ &Table 7.2.2.2.1.1(b) Exisitng

EXISTING EXCEED REQ'D WIDTH. SEE PLAN

DESCRIPTION

VERTICAL SHAFTS OPENINGS 2 HR 2 HR per 8.6.5(1) and Table: 8.3.2.2.2

STORAGE AREAS 8.7.1.2: Provide Smoke Partition at storage area according with Section 8.4

SMOKE PARTITION

MEMBERS

NFPA 18.2.5.7.3.3: Travel distance within a non-sleeping suite to an exit access door from the suite shall not exceed 100 ft

ASSEMBLY AREAS 0 HR within B OccupancyN/A Assembly Classified B per above

DEAD END CORRIDOR - BUSINESS 38.2.5.2.1: 50 FEET MAX If sprinklered

COMMON PATH OF TRAVEL - BUSINESS 38.2.5.3.1: 100 FEET If sprinklered

EXITING ACCESS TRAVEL DISTANCE - BUSINESS

38.2.6: 200 FEET

38.2.6.3: 300 FEET fully sprinklered

100 FEET

EXISTING LEVEL-5 COMPOSED OF OUTPATIENT CLINICS. (BUSINESS OCCUPANCIES)

NFPA 220 TABLE 4.1.1

3 HOUR

3 HOUR

3 HOUR

0 HOUR

Project to comply with option of: 6.1.14.4 Separated occupancies.

2 HOUR EXISTING

EXISTING

50 FEET

300 FEET

A Assembly - Classified as Business per NFPA Group Rooms Classified as B Business N/A per 3.3.205.2: Less than 50 Occupants

S Storage Areas Ancillary. See separation requirements below

OCCUPANT LOAD - BUSINESS

CORRIDORS - in ambulatory care areas with stretcher traffic

CORRIDORS - Group I-2 / bed movement corridors

(44" MIN at non-treatment areas/ exit access)

8 feet (48" from sleeping rooms; 44" min at non-treatment areas/ exit access)

CLASSIFICATION OF HAZARD OF CONTENTS ORDINARY HAZARD FOR BUSINESS 38.1.5 - ORDINARY

T7.3.3.1: 0.2"/ occ & 18.2.3.4 - 8 feet

T7.3.3.1: 0.2"/ occ & 20.2.3.2

LIFE SAFETY SUMMARY

EXISTING EXCEED REQ'D WIDTH. SEE PLAN

T7.3.3.1: 0.2"/occ

T7.3.3.1: 0.2"/occ

STAIR ENCLOSURES 7.1.3.2.1 (2hr more than 4 stories)2 HR

N/A

Ordinary Hazard includes Class A and Class B.

Per 18.3.7.2 Smoke barrier requirements do not apply

TELECOMMUNICATIONS VA Fire Protection Design Manual0 HR

EXISTING BUILDING IS FULLY-SPRINKLERED

B Business

Project work classified as a "Modification" as defined by Section 43.2.2.1.3

43.5.1.3 Newly constructed elements, components, and

systems shall comply with the requirements of other sections of code applicable to new construction [i.e. Chapter 38]

SUMMARY OF WORK

THE AREA OF WORK BEING RENOVATED IN THIS PROJECT IS LIMITED TO THE

CENTRAL PORTION OF THE SIXTH FLOOR WITH THE EXCEPTION OF

INCIDENTAL WORK REQUIRED FOR COMPLETION, SUCH AS MEP TIE-INS/

MINOR REMOTE WORK. NEW WORK AT THE SIXTH FLOOR IS COMPOSED OF

ONE OCCUPANCY TYPE WITH SUPPORTING ANCILLARY SPACES. THERE WILL

BE NO CHANGE TO BUILDING OCCUPANCY TYPES.

THE PROJECT IS CONSIDERED A "MODIFICATION" PER NFPA AS DEFINED BY

NFPA 101 SECTION 43.2.2.1.3. AS SUCH, NFPA CHAPTER 39 (EXISTING

BUSINESS OCCUPANCY) APPLIES AND NEWLY CONSTRUCTED ELEMENTS,

COMPONENTS AND SYSTEMS ARE TO COMPLY WITH REQUIREMENTS OF

CHAPTER 38 (NEW BUSINESS OCCUPANCY).

2024 NFPA TABLE 7.3.1.2 OCCUPANT LOAD FACTOR

FLOOR AREA PER OCCUPANTFUNCTION OF SPACE

STORAGE 500 GROSS

ASSEMBLY AREAS UNCONCENTRATED 15 NET

BUSINESS AREAS 150 GROSS

HEALTH CARE USE

240 GROSSINPATIENT TREATMENT

DEPARTMENTS

SLEEPING DEPARTMENTS

AMBULATORY HEALTH CARE

120 GROSS

150 GROSS

REFER TO BUSINESSOUTPATIENT

OCCUPANCY TYPE

SIXTH FLOOR WORK AREA

NFPA 3.3.205.7: HEALTH CARE OCCUPANCY. AN OCCUPANCY USED TO

PROVIDE MEDICAL OR OTHER TREATMENT OR CARE SIMULTANEOUSLY

TO FOUR OR MORE PATIENTS ON AN INPATIENT BASIS, WHERE SUCH

PATIENTS ARE MOSTLY INCAPABLE OF SELF-PRESERVATION DUE TO

AGE, PHYSICAL OR MENTAL DISABILITY, OR BECAUSE OF SECURITY

MEASURES NOT UNDER THE OCCUPANTS’ CONTROL.

INPATIENT TREATMENT APPLIES TO HEALTH CARE, OUTPATIENT

FACILITY, PATIENTS ARE CAPABLE OF SELF PRESERVATION.

RENOVATION TO COMPLY WITH NFPA BUSINESS OCCUPANCY.

NFPA USE GROUP: BUSINESS

NFPA 3.3.295 SUITE: (FOR REFERENCE ONLY, NOT APPLICABLE FOR THIS

PROJECT).

3.3.295.2 HEALTH CARE SUITE (HEALTH CARE OCCUPANCIES). A ROOM

OR ROOMS SHARING A MEANS OF EGRESS SEPARATED FROM THE

REMAINDER OF THE BUILDING BY WALLS, DOORS, FLOORS, AND

CEILINGS.

3.3.295.3 NON-PATIENT-CARE SUITE (HEATH CARE OCCUPANCIES).

A HEALTH CARE SUITE THAT IS NOT INTENDED FOR PATIENT SLEEPING

OR CARE.

3.3.295.4 PATIENT CARE NON-SLEEPING SUITE (HEALTH CARE

OCCUPANCIES). A HEALTH CARE SUITE PROVIDING CARE FOR ONE OR

MORE PATIENTS NOT INTENDED FOR OVERNIGHT PATIENT SLEEPING.

3.3.295.5 PATIENT CARE SLEEPING SUITE (HEALTH CARE OCCUPANCIES).

A HEALTH CARE SUITE CONTAINING ONE OR MORE BEDS INTENDED FOR

OVERNIGHT PATIENT SLEEPING.

NFPA 3.3.205.2: ASSEMBLY OCCUPANCY. AN OCCUPANCY (1) USED FOR A

GATHERING OF 50 OR MORE PERSONS FOR DELIBERATION, WORSHIP,

ENTERTAINMENT, EATING, DRINKING, AMUSEMENT, AWAITING

TRANSPORTATION, OR SIMILAR USES; OR (2) USED AS A SPECIAL

AMUSEMENT BUILDING, REGARDLESS OF OCCUPANT LOAD.

LIFE SAFETY REVIEW

APPLICABLE CODES:

NFPA 101 (2024) IS THE PRIMARY CODE REQUIREMENT FOR VA COMPLIANCE.

NFPA 101 LIFE SAFETY CODE- LATEST VERSION (2024)

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION- LATEST VERSION (2024)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) - INCLUDING VA

SUPPLIMENT (PG-18-13) GOVERNS OVER ADA. (2010 ADA STANDARDS FOR ACCESSIBLE

DESIGN - REFERENCE ONLY)

ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

NFPA CODES 13, 70, 72, 75, 90A AND 2001

INTERNATIONAL BUILDING CODE (IBC) 2004

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2004

INTERNATIONAL MECHANICAL CODE (IMC) 2004

INTERNATIONAL PLUMBING CODE (IPC) 2004

INTERNATIONAL FUEL GAS CODE (IFGC) 2004

INTERNATIONAL FIRE CODE (IFC) 2004

MANUALS AND GUIDELINES:

PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

PG-18-4 STANDARD DETAILS AND CAD STANDARDS

PG-18-5 EQUIPMENT GUIDE LIST

PG-18-9 SPACE PLANNING CRITERIA

PG-18-10 DESIGN MANUALS (BY DISCIPLINE)

VA ARCHITECTURAL DESIGN MANUAL

VA ASBESTOS ABATEMENT MANUAL

VA MANUAL FOR PREPARATION OF COST ESTIMATES & RELATED DOCUMENTS

FOR VA FACILITIES

VA ELECTRICAL DESIGN MANUAL

VA FIRE PROTECTION DESIGN MANUAL – 9TH EDITION (NOVEMBER 2023)

VA HVAC DESIGN MANUAL – MARCH 1, 2024

VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

PG-18-12 DESIGN GUIDES (GRAPHICAL, BY FUNCTION)

PG-18-13 BARRIER FREE DESIGN GUIDES

PG-18-14 ROOM FINISHES, DOOR, AND HARDWARE SCHEDULE

PG-18-15 MINIMUM REQUIREMENTS FOR A/E SUBMISSIONS

H-18-8 SEISMIC DESIGN HANDBOOK

BUILDING DATA

EXISTING BUILDING HEIGHT: SIX STORIES

EXISTING SIXTH FLOOR AREA

AREA OF RENOVATION (WORK AREA) = APPROX. 8,500 SF

FINISH REQUIREMENTS

FINISH REQUIREMENTS:

SECTION 38.3.3 INTERIOR FINISH. INTERIOR FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2.

38.3.3.2.1. INTERIOR WALL AND CEILING FINISH MATERIAL COMPLYING WITH SECTION 10.2 SHALL BE CLASS A OR CLASS B IN EXITS

AND IN EXIT ACCESS CORRIDORS.

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

SECTION 10.2.8.1 OTHER THAN AS REQUIRED IN 10.2.4, WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION 9.7, CLASS C INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED IN ANY LOCATION WHERE CLASS B IS REQUIRED, AND CLASS B INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE PERMITTED IN ANY LOCATION

WHERE CLASS A IS REQUIRED.

SECTION 38.3.3.3.2 INTERIOR FLOOR FINISH IN EXIT ENCLOSURES SHALL BE CLASS I OR CLASS II.

FIRE EXTINGUISHERS:

NFPA 10 SECTION 5.4.1.2 ORDINARY HAZARD INCLUDES CLASS A AND CLASS B.

CLASS A – COMBUSTIBLE MATERIALS

CLASS B – FLAMMABLES WITH MODERATE RATES OF HEAT RELEASED

NFPA 10 TABLE 6.2.1.1 CLASS A HAZARDS:

MINIMUM RATED FE: 2-A

MAXIMUM FLOOR AREA PER FE: 11,250 SF

MAXIMUM TRAVEL DISTANCE: 75’

NFPA 10 TABLE 6.3.1.1 CLASS B HAZARDS

ORDINARY HAZARD: 20B

MAXIMUM TRAVEL DISTANCE 50’

FIRE EXTINGUISHERS TO REMAIN ON FLOOR DURING DEMOLITION AND DURING DOWN TIME OF FIRE SUPPRESSION SYSTEM.

FIRE AND SMOKE PROTECTION:

CORRIDOR CONSTRUCTION:

NFPA SECTION 38.3.6.1 CONSTRUCTION –THE CORRIDOR WALLS IN BUSINESS OCCUPANCY ARE REQUIRED TO HAVE A MINIMUM ONE-HOUR FIRE-RESISTANCE RATING SHALL COMPLY WITH SECTION 8.3 FOR FIRE BARRIERS.

• EXCEPTIONS

• RATING NOT REQUIRED WITHIN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED

AUTOMATIC SPRINKLER SYSTEM.

SUMMARY: THE CORRIDOR IS NOT REQUIRED TO BE RATED DUE TO EXCEPTION IN NFPA SECTION 38.3.6.1..

EXIT ENCLOSURES:

NFPA SECTION 7.1.3.2.1 EXITS. INTERIOR EXIT STAIRWAYS SHALL BE ENCLOSED WITH FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 8.2 EXIT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE AND NOT LESS THAN 1

HOUR WHERE CONNECTING LESS THAN FOUR STORIES.

SUMMARY: THE EXISTING STAIR EXITS ARE EQUIPPED WITH 90 MINUTE LABELED DOORS FOR 2HR SHAFT

ENCLOSURE.

SHAFT ENCLOSURES:

NFPA 8.6.5(1): 2 HOURS CONNECTING 4 STORIES OR MORE.

SMOKE PARTITIONS:

NFPA SECTION 8.4.1 GENERAL. WHERE REQUIRED ELSEWHERE IN THIS CODE, SMOKE PARTITIONS SHALL BE

PROVIDED TO LIMIT THE TRANSFER OF SMOKE.

SMOKE BARRIERS:

NFPA SECTION 8.5.1* GENERAL. WHERE REQUIRED BY CHAPTERS 11 THROUGH 43, SMOKE BARRIERS SHALL BE PROVIDED TO SUBDIVIDE BUILDING SPACES FOR THE PURPOSE OF RESTRICTING THE MOVEMENT OF SMOKE.

NFPA SECTION 18.3.7.1. BUILDINGS CONTAINING HEALTH CARE FACILITIES SHALL BE SUBDIVIDED BY SMOKE

BARRIERS (SEE 18.2.4.4), UNLESS OTHERWISE PERMITTED BY 18.3.7.2.

18.3.7.2 THE SMOKE BARRIER SUBDIVISION REQUIREMENT OF 18.3.7.1 SHALL NOT APPLY TO ANY OF THE

FOLLOWING OCCUPANCIES:

(1) STORIES THAT DO NOT CONTAIN A HEALTH CARE OCCUPANCY LOCATED DIRECTLY ABOVE THE HEALTH

CARE OCCUPANCY.

(2) AREAS ON HEALTH CARE FLOORS THAT DO NOT CONTAIN A HEALTH CARE OCCUPANCY AND THAT ARE SEPARATED FROM THE HEALTH CARE OCCUPANCY BY A 2-HOUR FIRE BARRIER COMPLYING WITH 8.3

(3) STORIES THAT DO NOT CONTAIN A HEALTH CARE OCCUPANCY AND THAT ARE BELOW THE HEALTH CARE

OCCUPANCY.

(4) OPEN AIR PARKING STRUCTURES PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7

SUMMARY: SMOKE BARRIER SUBDIVISION IS NOT REQUIRED AT WORK AREA OF LEVEL SIX.

SIXTH FLOOR OCCUPANT LOAD

AREA (SF)ROOM USE GROUP LOAD FACTOR OCCUPANTS

RECEPTION 155 150 2B

COPY 176 150 2B

STORAGE 24 500 1S

PRESCRIBER 122 1B

115 1B

123 1B

122 1B

177 2B

TREATMENT 178 2B

STORAGE 22 1S

STAFF TLT 52 1S

STORAGE 24 1S

STAFF LOUNGE 172 2B

HAC 500 1S

PRESCRIBER

PRESCRIBER

PRESCRIBER

PRESCRIBER

127 1BTELEHEALTH 150

128 1BNURSE 150

130 1BNURSE 150

133 1BNURSE 150

339 12BGROUP THERAPY 150

364 22BGROUP THERAPY 150

STORAGE 74 1S 500

110 1BPSYCH INTERN 150

110 1BPSYCH INTERN 150

151 2BPSYCH TESTING 150

151 2BPSYCH TESTING 150

42 1BTEST 150

44 1BTEST 150

116 1BSOCIAL WORK 150

123 1BSOCIAL WORK 150

125 1BSOCIAL WORK 150

123 1BSOCIAL WORK 150

200 2BSOCIAL WORK 150

STORAGE 34 1S 500

TOILET 53 1B 150

TOILET 56 1B 150

TOILET 56 1B 150

IT/DATA 189 1S 500

WAITING 441 3B 150

NORTH WING 4390 9S 500

SOUTH WING 6720 14S 500

TOTAL OCCUPANCY THIS FLOOR 103

THREE (3) EXISTING EXIT STAIRS =

35 OCCUPANTS SERVED PER STAIR

AREA OF WORK KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street

Sewickley, PA 15143

Phone: 412.287.7333 www.aeworks.com

AE Works Project Number:

A u to d e s k D o c s /V

B A

T -0

B a th V

A th F l O u tp a ti e n t M e n ta l H e a lt h

/V B

A T

-0

A R

C H

.r v t

/8

/2

:1

:1

A

M

G101

LIFE SAFETY INFORMATION OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/2025 JW AC

100% CONSTRUCTION

DOCUMENTS

VBAT-005

NORTH

# Revisions Date

R-Values:

Roofs, Walls, and Floor Slabs shall comply with the minimum values noted

IECC, Table C402.1.3

Roof = R-30 Ci Mass = R-11.4 Ci Wall, Below Grade = R-7.5 Mass Floors = R-14.6 Ci

Climate Zone:

Zone 5A

IECC, Figure C301.1

Bath, NY is located in Climate Zone 5A.

Frost Line is 4 Feet below grade.

Building Design: Code Reference: Summary:

ENERGY REQUIREMENTS:

DN UP DN

UP

DN UP

AREA OF RENOVATION

EXISTING FIRE BARRIER

EXISTING

LAUNDRY

CHUTE

(2HR)

EXISTING ELEC.

CLOSET

EXISTING 44" FIRE RATED

DOOR (90 MIN).

(CLEAR 43" / 0.2) = 215

OCCUPANT CAPACITY

EXISTING

FIRE

BARRIER

EXISTING STAIR C6 DOOR

(90 MIN).= 42" (CLEAR 41"

/ 0.2) = 205 OCCUPANT

CAPACITY

EXISTING 44" FIRE RATED

DOOR (90 MIN).

(CLEAR 43" / 0.2) = 215

OCCUPANT CAPACITY

N.I.C.N.I.C.

N.I.C.

EXISTING MECH/

ELEC/ STOR

3290 SF

EXISTING

STOR

1100 SF

4,390 SF TOTAL NORTH WING

4,390/ 500 (NFPA) = 9 OCCUPANTS

6,720 SF TOTAL SOUTH WING

6,720/ 500 (NFPA) = 14 OCCUPANTS

N.I.C.

SOUTH WING

NORTH WING

640 SF

EXISTING STOR

6080 SF

STAIR C6 SERVES EXISTING MECH/ ELEC/

STORAGE IN ATTIC ABOVE =+- 8,000 SF

8,000/ 500 (NFPA) = 16 OCCUPANTS

STAIR C6

SMOKE PARTITION

(Not required but provided to maintain existing Life Safety).

189 SF

IT / DATA

74 SF

STORAGE

STORAGE

E X

IT

D o o r

206 ' EXIT ACCESS TRAVEL

47' C.P.T.

110 SF

PSYCH INTERN

BUSINESS

110 SF

PSYCH INTERN

BUSINESS

151 SF

PSYCH

TESTING

BUSINESS

151 SF

PSYCH

TESTING

BUSINESS

44 SF

TEST

BUSINESS

42 SF

TEST

BUSINESS

116 SF

SOCIAL WORK

BUSINESS

123 SF

SOCIAL WORK

BUSINESS

125 SF

SOCIAL WORK

BUSINESS

123 SF

SOCIAL WORK

BUSINESS

200 SF

SOCIAL WORK

BUSINESS

155 SF

RECEPTION

BUSINESS

176 SF

COPY

BUSINESS

34 SF

STORAGE

STORAGE

53 SF

TOILET

BUSINESS

56 SF

TOILET

BUSINESS

56 SF

TOILET

BUSINESS

441 SF

WAITING

BUSINESS

24 SF

STOR

STORAGE

122 SF

PRESCRIBER

BUSINESS

115 SF

PRESCRIBER

BUSINESS

122 SF

PRESCRIBER

BUSINESS

123 SF

PRESCRIBER

BUSINESS

177 SF

PRESCRIBER

BUSINESS

178 SF

TREATMENT

BUSINESS

130 SF

NURSE

BUSINESS

133 SF

NURSE

BUSINESS

128 SF

NURSE

BUSINESS

127 SF

TELEHEALTH

BUSINESS

31 SF

HAC

172 SF

STAFF LOUNGE

BUSINESS

22 SF

STORAGE

STORAGE

52 SF

STAFF TLT

BUSINESS

339 SF

GROUP

THERAPY

BUSINESS

364 SF

GROUP

THERAPY

BUSINESS

ELEVATOR

NO.2

ELEVATOR

NO.3

E X

IT

D o o r

E X

IT

D o o r

6ATS3-76

ELEV

NO.1

PENTHOUSE

24 SF

STORAGE

STORAGE

33 ' C.P.T.

FEC

FEC FEC174' EXIT ACCESS TRAVEL

DN

DN

SMOKE PARTITIONS

AT STORAGE ROOMS, TYP

SMOKE PARTITIONS

AT STORAGE ROOMS, TYP

SMOKE PARTITIONS

AT STORAGE ROOMS, TYP

103 TOTAL OCCUPANTS THIS FLOOR

EXISTING STAIR DOOR

(90 MIN).= 42" (CLEAR 41" / 0.2) =

205 OCCUPANT CAPACITY

EXISTING STAIR DOOR

(90 MIN).= 42" (CLEAR 41" / 0.2) =

205 OCCUPANT CAPACITY

AREA (SF)

EXIT GENERATOR (OCCS / SF)

OCCUPANTS

EGRESS SYMBOL LEGEND

(135)

34"

DOOR(S)

EXIT

(REQUIRED OCCUPANTS)

EXIT WIDTH

EXIT COMPONENT

EXIT PATH

EXIT CAPACITY

FEC FIRE EXTINGUISHER CABINET

COMMON PATH OF TRAVEL

EXIT ACCESS TRAVEL DISTANCE

1 HOUR RATED

FIRE PARTITION

2 HOUR RATED

FIRE PARTITION

SMOKE PARTITION

RATED PARTITION KEY

EXISTING

NEW

EXISTING

NEW

EXISTING

NEW

ELEVATOR

MACHINE ROOM

7ATC2

STAIR C

30' EXIT ACCESS TRAVEL

DN

UP

DN UP

SCOPE LIMITED TO ABOVE CEILING WORK

N.I.C.

N.I.C.

N.I.C.

N.I.C.

DN

WOMEN'S TOILET

527A

SWS & BH

EXAM 12

528A

EXAM

EXAM

528B

DISPOSITION

528C

EXAM 15

EXAM 16

505A

EXAM 17

EXAM 18

504A

EXAM 9

503A

EXAM 10

WAITING

REGISTRATION

500A

STORAGE

500B

OFFICE

OFFICE

STAFF TOILET

559A

EXAM 19

SHARED STAFF

558A

CONF

MENS

535A

EXAM

EXAM 16

534A

EXAM 17

EXAM 14

EXAM 15

533A

RN WORK ROOM

530PHYS. WORK

ROOM

MED

528D

CORRIDOR

5HA7-76

TOILET

TOILET

STAIR C5

C5

ELEVATOR

NO. 2

ELEVATOR

NO. 3

NO CHANGE TO LAYOUT, FUNCTION, OR OCCUPANCY AT THIS LEVEL.

EXISTING EGRESS PATHS INDICATED FOR REFERENCE.

212' EXIT ACCESS TRAVEL 138' EXIT ACCESS TRAVEL

33 ' C.P.T. 64 ' C.P.T.

E X

IT

D o o r

1/16" = 1'-0"

SIXTH FLOOR LIFE SAFETY PLAN

AREA OF WORK KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street

Sewickley, PA 15143

Phone: 412.287.7333 www.aeworks.com

AE Works Project Number:

A u to d e s k D o c s /V

B A

T -0

B a th V

A th F l O u tp a ti e n t M e n ta l H e a lt h

/V B

A T

-0

A R

C H

.r v t

/8

/2

:1

:2

A

M

G102

LIFE SAFETY PLANS OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/2025 JW AC

100% CONSTRUCTION

DOCUMENTS

VBAT-005

NORTH

# Revisions Date

1/16" = 1'-0"

ATTIC - SAFETY PLAN

1/16" = 1'-0"

FIFTH FLOOR LIFE SAFETY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street

Sewickley, PA 15143

Phone: 412.287.7333 www.aeworks.com

AE Works Project Number:

A u to d e s k D o c s /V

B A

T -0

B a th V

A th F l O u tp a ti e n t M e n ta l H e a lt h

/V B

A T

-0

A R

C H

.r v t

/8

/2

:1

:2

A

M

G103

ICRA NOTES OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/2025 JW AC

100% CONSTRUCTION

DOCUMENTS

VBAT-005

# Revisions Date

A C D E F G H I J

K

ELEVATOR

NO.2

ELEVATOR

NO.3

SOFT ICRA

BARRIER

B

SOFT ICRA

BARRIER

SOFT ICRA

BARRIER

GRAVEL AND PAD BELOW FOR WASTE

COLLECTION. TO BE CONFIRMED WITH VA COR.

CONSTRUCTION WASTE CHUTE LOCATION.

TO BE CONFIRMED WITH VA COR.

DUST CONTROL PLAN NOTES / DUST CONTROL PLAN HAZARD ASSESSMENT

PRIOR TO INITIATING WORK, CONTRACTOR WILL ASSESS THE SCOPE OF THE CONSTRUCTION ACTIVITIES AND DETERMINE THE POTENTIAL RISK

GROUPS INVOLVED BASED ON THE LOCATION OF ACTIVITIES AND EXTENT AND DURATION OF THE WORK. LOW RISK GROUPS ARE CONSIDERED

"OFFICE WORKERS", MEDIUM RISK GROUPS ARE CONSIDERED ALL INPATIENT AND OUTPATIENT AREAS NOT IN THE HIGH RISK GROUP. HIGH RISK

GROUP DESIGNATION INCLUDES INPATIENT AREAS SUCH AS PEDIATRIC AND ADULT OPERATING/DELIVERY ROOMS, CATH LABS, MYELO

SUPPRESSION UNITS, ICUS, DIALYSIS, NURSERIES AS WELL AS CLINIC AREAS (CLINICS ASSOCIATED WITH HEMATOLOGY, ONCOLOGY, PEDIATRIC

INFECTION DISEASE, OR TRANSPLANT SERVICES) AND SERVICE AREAS (CENTRAL PROCESSING, STERILE PROCESSING, FOOD PREP & SERVICE

AREA AND PHARMACIES. THE VAMC INFECTION CONTROL GROUP WILL CONFIRM AND APPROVE THE DESIGNATION PROVIDED IN THIS SUBMITTED

DUST CONTROL PLAN. VAMC IS ALSO RESPONSIBLE FOR ANY AND ALL INFECTION CONTROL MEASURES DETERMINED AND ESTABLISHED BY VAMC

POLICY, SUCH AS THE RELOCATION OF HIGH RISK PATIENTS, APPROVING ALTERNATE TRAFFIC PATHS FOR CONSTRUCTION WORKERS OR

ESTABLISH ALTERNATE TRAFFIC PATTERNS FOR STAFF, PATIENTS AND VISITORS. THE PLAN SHOULD BE REVISED ACCORDING TO SPECIFIC VAMC

POLICIES OR CHANGING CONDITIONS AT THE SITE AS THEY MAY OCCUR.

BATH RENOVATION

FOR THE PURPOSE OF THIS RENOVATION, THE CONSTRUCTION WORK IS CONSIDERED MEDIUM RISK AND COMPRISES WORK WHICH COULD

GENERATE MODERATE TO HIGH LEVELS OF DUST NOT WITHIN THE CONFINES OF A SUITE OR OFFICE AND INCLUDES EXTENSIVE CONSTRUCTION

WORK (DEMOLITION) THROUGHOUT THE SIXTH FLOOR. THE DUST CONTROL PLAN MUST BE DISTRIBUTED AND REVIEWED BY ALL CONTRACTORS

PERFORMING WORK ON THIS CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES

• DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON RECIRCULATED AIR; IF FEASIBLE SEAL OFF ADJACENT

AIR INTAKES.

• IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY FILTER BANKS FREQUENTLY AND REPLACE AS NEEDED TO AVOID

BUILDUP OF PARTICULATE.

• SEAL WINDOWS AND REDUCE WHEREVER POSSIBLE OTHER SOURCES OF OUTSIDE AIR INTRUSION (OPEN DOORS IN STAIRWELLS AND

CORRIDORS) ESPECIALLY IN PROTECTIVE ENVIRONMENT (PE) AREAS.

B. INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

• BARRIER SYSTEMS: THE AREA SHOULD BE ISOLATED, AS THE PROJECT REQUIRES. SMALL, SHORT DURATION PROJECTS GENERATING MINIMAL

DUST MAY USE FIRE-RATED PLASTIC SHEETING, BUT SHOULD BE SEALED AT FULL CEILING HEIGHT WITH AT LEAST 2-FOOT OVERLAPPING

FLAPS FOR ACCESS TO ENTRY. PROJECTS THAT PRODUCE MODERATE TO HIGH LEVELS OF DUST REQUIRE RIGID, DUST-PROOF, AND FIRE-

RATED BARRIER WALLS (E.G., DRYWALL) WITH CAULKED SEAMS FOR A TIGHT SEAL EXTENDING FLOOR TO CEILING. SEAL OFF AND BLOCK

RETURN AIR VENTS IF RIGID BARRIERS ARE USED FOR CONTAINMENT. LARGE DUST PROJECTS NEED AN ENTRY VESTIBULE FOR CLOTHING

CHANGES AND TOOL STORAGE AND TIGHT SEALS SHOULD BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL PENETRATIONS. AN

INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MIL) MAY BE REQUIRED TO PROTECT THE AREA WHILE THE RIGID IMPERVIOUS BARRIER IS BEING

CONSTRUCTED. ANY DUST MUST BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON COMPLETION OF

THE CONSTRUCTION PROJECT DUST BARRIERS MUST BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR

MUST HAVE TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER. CONTRACTOR PERSONNEL MUST

MONITOR AND PERFORM BARRIER MAINTENANCE AND BE EDUCATED TO NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST

EVIDENCED BY FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY PRESENCE OF INSECTS AND FLIES, WET CEILING TILE, ETC.

• TRAFFIC CONTROL; DESIGNATED ENTRY AND EXIT PROCEDURES MUST BE DEFINED. EGRESS PATHS SHOULD BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHOULD BE USED ONLY DURING AFTER HOURS AND COORDINATED WITH COR; AND ONLY AUTHORIZED PERSONNEL

SHOULD BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE SHOULD DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION

AREA AND MATERIALS.

• DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS

SHOULD BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY. DEBRIS

SHOULD BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY

PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHOULD BE USED, AND THE CHUTE OPENING SHOULD BE SEALED WHEN NOT IN

USE. FILTERS SHOULD BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR MUST

NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITH PRIOR APPROVAL OF THE VAMC.

• EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

• CEILINGS THAT ARE REMOVED/MOIFIED TO ALLOW CONSTRUCITON OF ICRA BARRIERS SHOULD BE REINSTALLED TO PRE-CONSTRUCTION

CONDITIONS.

VENTILATION AND ENVIRONMENTAL CONTROLS

• AIR SYSTEM FLOW: DETERMINE WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE OR RECIRCULATED AIR; FILTERS

SHOULD BE ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO

DIRTY AREAS.

• NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS

AND WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE

ENCLOSURE TO REMOVE DUST SHOULD PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA FILTER CAPABLE OF

FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3//MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY

VAMC. IF EXHAUST MUST BE TIED INTO A RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHOULD BE USED BEFORE

EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

• ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHOULD BE VERIFIED DAILY.

• AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND/OR CONTRACTOR WILL VERIFY AND MAINTAIN PROPER RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. VAMC WILL MAKE DETERMINATION ON PROVIDING FOR THE ACCOUNTABILITY AND FREQUENCY

OF TESTING AIR PRESSURE THROUGHOUT THE PROJECT.

• MANOMETERS SHOULD BE LOCATED ON ICRA PARTITION DOOR AND ON THE NON-CONSTRUCTION SIDE OF THE PARTITION.

CONTAMINATION OF PATIENT ROOMS

• WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHOULD BE FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE

CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORK (E.G. COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED

VACUUM SHOULD BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE APPAREL IS

UTILIZED THE CONTRACTOR MUST CONSTRUCT A SPACE OR ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA). ALL EQUIPMENT, TOOLS, TOOL CARTS, MATERIALS, ETC. TRANSPORTED THROUGH OCCUPIED AREAS MUST BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE

OR WORK AREA.

• CONTRACTOR CLEANING: THE CONSTRUCTION ZONE SHOULD BE MAINTAINED IN A CLEAN MANNER BY CONTRACTORS AND SWEPT OR

HEPA-VACUUMED DAILY FOR MORE FREQUENTLY AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS THAT MAY BE IMPACTED BY THE

CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-OFF MATS WITH TACKY OR ADHESIVE

SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING OF HEAVY DIRT AND DUST FROM CONSTRUCTION AREAS.

AREA OF WORK

ICRA BARRIER LOCATION

- SOFT BARRIER UNLESS

NOTED OTHERWISE

ICRA LEGEND

BLDG 76

STAGING AREA

COR TO COORDINATE WITH

THE FACILITIES MANAGEMENT

SERVICE TO SELECT THE

STAGING/STORAGE SPACE.

AREA OF WORK KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street

Sewickley, PA 15143

Phone: 412.287.7333 www.aeworks.com

AE Works Project Number:

A u to d e s k D o c s /V

B A

T -0

B a th V

A th F l O u tp a ti e n t M e n ta l H e a lt h

/V B

A T

-0

A R

C H

.r v t

/8

/2

:1

:3

A

M

G104

6TH FLOOR - DUST CONTROL & ICRA PLAN OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/2025 JW AC

100% CONSTRUCTION

DOCUMENTS

VBAT-005

NORTH

NOTES:

1. ENSURE RENOVATED AREA IS COMPLETELY SEALED OFF FROM SURROUNDING AREAS.

2. MAINTAIN MEANS OF EGRESS AT STAIR TOWERS DURING CONSTRUCTION. RESTRICT ACCESS TO FLOOR FROM WITHIN STAIRWELL DURING CONSTRUCTION.

3. COORDINATE PHASING SCHEDULE WITH COR PRIOR TO STARTING CONSTRUCTION.

4. CEILINGS THAT ARE REMOVED/MOIFIED TO ALLOW CONSTRUCITON OF ICRA BARRIERS ARE THE CONTRACTOR'S RESPONSIBILITY TO BE REINSTALLED TO PRE-CONSTRUCTION CONDITIONS.

5. REPLACE TILE AT END OF DAY UNLESS ICRA BARRIER TO REMAIN.

6. PROVIDE HAND WASH STATIONS AS REQUIRED BY ICRA REQUIREMENTS.

7. CART CONTAINMENT TO BE UTILIZED AT FIFTH FLOOR. ALL COORDINATION TO BE DONE WITH COR FOR TIMING AND LOCATION ON A DAILY BASIS.

1/8" = 1'-0"

SIXTH FLOOR DUST CONTROL AND ICRA PLAN

# Revisions Date

1" = 300'-0"

STAGING AREA PLAN

AE WORKS®

Issue Date

Phase

100% CONSTRUCTION

DOCUMENTS

09/10/2025

ABBREVIATIONS

@ At A.B. Anchor Bolt ARCH. Architect or Architectural BLDG. Building BLKG. Blocking BOTT. Bottom BRG. Bearing CANT. Cantilever CJP Complete Joint Penetration CLR. Clear CMU Concrete Masonry Unit COL. Column CONC. Concrete CONN. Connection CONST. Construction CONT. Continuous CONTR. Contractor COORD. Coordinate DET. Detail DIA. or ø Diameter DIAG. Diagonal or Diagram DWG. Drawing DWL. Dowel E.F. Each Face EL. Elevation ELEV. Elevator EMBED. Embedment E.O.S. Edge of Slab E.W. Each Way EX. Existing EXT. Exterior F.S. Far Side F.V. Field Verify GA. Gauge or Gage GALV. Galvanized H.P. High Point HORIZ. Horizontal I.F. Inside Face INT. Interior LLH Long Leg Horizontal LLV Long Leg Vertical L.P. Low Point LT. WT. Lightweight MASY. Masonry MAX. Maximum MECH. Mechanical MIN. Minimum N.F. Near Face N.T.S. Not To Scale O.C. On Center O.F. Outside Face OPNG. Opening REINF. Reinforcing or Reinforcement REQD. Required SECT. Section SIM. Similar STIFF. Stiffener or Stiffened T&B Top And Bottom T.B.D. To Be Determined TYP. Typical U.O.N. Unless Otherwise Noted VERT. Vertical W/ With WWR Welded Wire Reinforcement W.P. Work Point

1.

A.

B.

C.

2.

A.

B.

C.

D.

E.

F.

CODES AND STANDARDS

New construction has been designed to, and shall be constructed in accordance with the following building codes and standards:

New York State Building Code 2024 International Building Code (IBC 2024) ASCE 7-22, Minimum Design Loads for Buildings and Other Structures

Unless explicitly modified in the Contract Drawings and Specifications, the Contractor shall comply with provisions of:

ACI 301-20, Specifications for Structural Concrete ACI 318-19, Building Code Requirements for Structural Concrete ACI 530-19, Building Code Requirements for Masonry Structures ACI 530.1-19, Specification for Masonry Structures AISC 360-22, Specification for Structural Steel Buildings AWS D1.1-20, Structural Welding Code - Steel

DESIGN LOADS (IBC 2018)

Floor live load (unless otherwise noted)

Hospitals: operating rooms / labs ---------------------------------------------- 60 psf (2) Hospitals: corridors above first floor ------------------------------------------- 80 psf Mechanical penthouse / attic ---------------------------------------------------- 50 psf

(2) Includes 15 psf partition allowance, unreduced (IBC 1607.5)

Earthquake design data

Risk category (ASCE 7, Table 1.5-1) ----------------------------------------- IV Seismic importance factor (ASCE 7, Table 1.5-2) ------------------------- Ie = 1.5 Mapped spectral response acceleration parameters

Short period ----------------------------------------------------------------- Ss = 0.128 g 1-second period ------------------------------------------------------------ S1 = 0.044 g

Site class (assumed) -------------------------------------------------------------- D Design spectral response acceleration parameters

Short period ----------------------------------------------------------------- Sds = 0.136 g 1-second period ------------------------------------------------------------ Sd1 = 0.07 g

Seismic design category --------------------------------------------------------- C

Seismic bracing of architectural, mechanical, and electrical components For seismic design category C component bracing requirements are as follows:

Architectural components:

Ip = 1.5 Mechanical / electrical components:

Ip = 1.5

DESIGN STRESSES

Concrete minimum compressive strength in 28 days:

Misc. repairs and housekeeping pad ----------------------------------------- f'c = 3,000 psi

Reinforcing bars (ASTM A615, Grade 60) ------------------------------------------- Fy = 60,000 psi Welded wire reinforcement (ASTM A1064) ----------------------------------------- Fy = 70,000 psi Structural steel W, WT and S shapes (ASTM A992 or ASTM A572/50) ----- Fy = 50,000 psi Structural steel other shapes (ASTM A36) ------------------------------------------ Fy = 36,000 psi Anchor rods (ASTM F1554, Grade 55 weldable) ---------------------------------- Fy = 55,000 psi Metal decks (ASTM A653)

Non-composite form deck ------------------------------------------------------- Fy = 60,000 psi Hollow structural sections (ASTM A500, Grade C)

Rectangular ------------------------------------------------------------------------- Fy = 50,000 psi Round -------------------------------------------------------------------------------- Fy = 46,000 psi

Steel pipe (ASTM A53, Grade B )------------------------------------------------------ Fy = 35,000 psi Masonry -------------------------------------------------------------------------------------- f'm = 2,000 psi

Load-bearing CMU (ASTM C55 or C90) Brick (ASTM C216 Grade SW) Mortar (ASTM C270) ------------------------------------------------------------- Type M or S Grout (ASTM C476) -------------------------------------------------------------- 3,000 psi

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

GENERAL

All new construction shall comply with the Contract Documents and the Building Code.

Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

Drawings are not to be scaled.

Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

No pipes or ducts shall be embedded into structural members unless so shown on the plans or approved by the Engineer.

The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

Existing conditions as shown on these plans are for reference only. The Contractor is required to field verify all existing conditions prior to construction.

The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

Any deviation, modification, or substitution from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

The Contractor shall review shop drawings for completeness and compliance with contract documents. The Contractor shall stamp shop drawings prior to submission to the Architect and Engineer.

Shop drawings will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the Architect/Engineer.

Do not cut or alter any structural members without written authorization of the Engineer unless indicated on the structural drawings.

1.

2.

3.

ROOF, FLOOR, OR WALL OPENINGS

The Contractor shall verify and coordinate the number, size, and location of all sleeves and openings required for mechanical or electrical items.

Sleeves and openings shall be located in a manner that will maintain the structural integrity of the roof, floor, or wall system.

No structural elements are to be cut unless specifically approved by the Engineer.

1.

2.

A.

B.

C.

3.

4.

5.

6.

CONCRETE CONSTRUCTION

All concrete construction shall be in accordance with the latest Building Code Requirements for Structural Concrete ACI 318 and ACI Detailing Manual, except that construction and removal of forms and reshoring shall be inspected by the Contractor's engineer.

Reinforcing steel shall have the following minimum coverage. Place bars as near to the concrete surface as these minima permit wherever possible, unless noted otherwise:

Exterior face of walls: 2" All other wall faces and slabs: 3/4" (#11 and smaller), 1 1/2" (#14 and #18) Beams, columns: 1 1/2" (2" for exterior)

Welded wire reinforcement for slabs on ground shall have a minimum top coverage of 1" and a maximum top coverage of 1 1/2", unless otherwise noted.

Reinforcement shall be positively supported and maintained in this position during placement of concrete.

Furnish bar supports where necessary during construction.

Slab thickness indicated over steel form deck includes form depth. Use decking that will safely support all construction loads, including wet weight of concrete.

Limit deflection of decking to 1/240 of span when loaded with the wet weight of concrete and construction loads.

Bar bends shall be made cold. Bars shall not be bent after any portion of the bar is encased in concrete.

1.

2.

3.

4.

5.

6.

7.

8.

A.

B.

LOOSE LINTEL SCHEDULE

Interior lintels shall be shop painted. Lintels exposed to weather shall be 3/8" minimum thickness and hot-dip galvanized.

Bottom plates in beam/plate assemblies shall be 1/2" less in width than the supported masonry wall. Stop end of bottom plates 1/2" from edge of opening.

Weld bottom plates to lintels with continuous fillet welds (exterior side).

Steel lintels and lintel plates in exterior walls shall be fabricated, followed by hot-dip galvanizing of the complete assembly.

Lintels shall have minimum bearing at each end of 1" per foot of opening (6" minimum) except as detailed.

Lintels shall have 8" minimum solid masonry below bearing points and shall extend beyond the full bearing area.

Lintel bearing plates shall be held back 1/2" minimum from face of masonry at opening. Provide flexible caulk between lintel and masonry at this location. Match mortar color.

The following schedules apply to all non-bearing masonry walls and to bearing walls where lintels are not indicated on the structural drawings. See drawings for other lintels in bearing walls.

For 4", 8", 12", and 16" walls, provide one angle for each 4" of masonry wall thickness with 3 1/2" leg horizontal as follows:

Span Limits Angle Size 0'-0" to 4'-0" L3 x 3 1/2 x 1/4 4'-1" to 5'-6" L4 x 3 1/2 x 5/16 5'-7" to 7'-6" L5 x 3 1/2 x 5/16 For 6" walls provide:

Span Limits Lintel Size 0'-0" to 4'-0" WT5x6 4'-1" to 5'-6" WT5x8.5 5'-7" to 7'-6" WT7x11 (interior)

WT7x13 (exterior)

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

STEEL CONSTRUCTION

Steel detailing, fabrication, and erection shall conform to the AISC Specification for Structural Steel Buildings and Code of Standard Practice, and the AWS Structural Welding Code.

Stresses occurring during fabrication, shipment, and erection shall be temporary and not excessive. Stresses at all times shall be less than design and allowable stresses.

The full design and load-carrying capacity of the steel work shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of all individual members and assembles shall be maintained.

The Contractor shall be responsible for the control of all erection procedures and sequences with relation to temperature differentials and weld shrinkage.

Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

Shop drawings are required and shall note type of electrodes, size of all welds, and type and size of all bolts. Shop drawings shall be prepared under the supervision of a professional engineer licensed in the jurisdiction where the project is located.

See all contract drawings for miscellaneous steel requirements.

All shop and field welding shall be performed by a recently certified welder.

Do not weld to existing steel without written approval from the Engineer.

Provide 1/4" closure plates at all open ends of HSS members.

Miscellaneous hanging loads such as stair stringers, pipes, mechanical units, etc., supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

1.

2.

3.

4.

5.

6.

7.

8.

STEEL DECK

The metal decking shall be of the type and gauge as indicated on the drawings.

Decking and all accessories shall be formed from steel sheets conforming to ASTM A653. The steel shall be zinc coated conforming to ASTM A924, Class G60 as required in the specifications. Deck units shall be continuous over three or more spans where possible.

Diaphragm action shall be provided for in all areas with welding pattern in accordance with manufacturer's recommendations.

All welding of metal deck shall be in accordance with AWS D1.3.

Hanging directly from roof deck shall not be permitted.

Steel deck and framing will deflect during placement of concrete. These deflections will require placement of concrete in excess of the amount based on nominal dimensions in order to bring the slab within tolerances of a horizontal plane. The Contractor shall provide the excess concrete at no cost to the Owner.

Section properties shall be determined according to the Light Gauge Steel Institute.

Comply with Steel Deck Institute Specifications for deck attachment and connectors.

Steel deck shall be erected and fastened in accordance with the manufacturer's specifications and erection layouts.

EX. BRICK VENEER

(SEE ARCH. DWGS.)

ANGLES TO EXTEND

8" BEYOND OPENING

E.E. AND BEAR ON 8" OF

SOLID MASY.

G R

O U

TE

D

S O

LI

D

N

EW

(2 ) C

O U

R

SE

S

(S

EE

M

EC

H . A

N D

AR

C H

. D W

G S.

EX. MASY. WALL

O

PE

N

IN

G

(S

EE

M

EC

H . A

N D

AR

C

H . D

W G

S.

(2)L5x3 1/2x3/8 GALV.

W/ 8" BRG. EACH END

L5x5x3/8 GALV. W/ 8"

BRG. EACH END

2- 1/

2" M

IN

CONC. INFILL W/

6x6-W1.4xW1.4

WWR

WOOD OR STEEL FORM, AT

BOTTOM AND ENDS. SCREW ONTO

BENT PLATE. REMOVE AFTER

CONCRETE ACHIEVES FULL STRENGTH.

3/8x3x0'-3" x 2'-0" LONG BENT PL.

W/ (2)1/2"ø CARBON STEEL

KWIK BOLT TZ, 3-1/4" EMBED.

TYP. BOTH SIDES.

OPENING LOCATION AND

DIMENSION SEE PLAN

EX. CONC. SLAB

LOCATE SLAB PENETRATION

BETWEEN CONCRETE JOIST RIBS.

CONCRETE JOISTS SHALL NOT BE

DAMAGED. SEE MECHANICAL DUCT

LAYOUT FOR LOCATIONS AND

DIMENSION.

DRILL 1"ø HOLE IN FOUR CORNERS

AND SAW CUT EDGES OF

OPENING.

EX. CONC. JOIST RIB

(6" WIDE TYP. AT

TOP)

2'-1"±

BARBER & HOFFMAN, INC.

ST

ATE OF NEW YORK

M

IC

HA

EL R . MI LLER

LICENSED PROFESS IONA L ENG IN

EE

R

EXCELSIOR

092005

AREA OF WORK KEYPLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works Ltd.

418 Beaver Street Sewickley, PA 15143 Phone: 412.287.7333 www.ae-works.com AE Works Project Number:

BARBER & HOFFMAN

1659 ROUTE 228, SUITE 200

CRANBERRY TWP., PA 16066-5319

724-741-0848 bh@barberhoffman.com

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NOTES AND DETAILS OUTPATIENT MENTAL HEALTH

CLINIC, BUILDING 76, 6TH FLOOR

76 VETERANS AVENUE, BATH, NY 14810

528A6-19-604

09/10/25 MRM/KJB LDW

100% CONSTRUCTION

DOCUMENTS

VBAT-005

NORTH

MASONRY EXTERIOR WALL LINTEL DETAIL3

EX. MECH. PENETRATION INFILL DETAIL2

TYP. SLAB PENETRATION PLAN DETAIL1

SYMBOLS LEGEND

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS

SHEET NUMBER SEQUENCE

SHEET TYPE

DISCIPLINE

A 101

1t

A02

Room Name

0-0000

NET SF

0 GRID LINE

ROOM NUMBER

DOOR NUMBER

WINDOW TYPE

WALL TYPE

NORTH ARROW

N

SPECIALTY

EQUIPMENT /

FURNITURE TAG

KEYNOTE

CENTER LINE

INTERIOR

ELEVATION

DETAIL

SPOT

ELEVATION

MARKERS

REVISION NUMBER

REVISION

CLOUD

EXTERIOR

ELEVATION

BUILDING SECTION

SHEET NUMBER

A301

A201

A211

A501

4 2

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

+ 10' - 0" CEILING TAG

SD CD

CL

WALL SECTION

A301

DETAIL

SHEET

LEVEL

10'-0"

WALL FINISHPT#

DATUM POINT

M

IN

6" M

A X

. 1' - 0"

M

IN

6" M

A X

1' - 6"

1' -3

M

IN

' M

A X

TOILET PAPER

DISPENSER

3'

T O

T O

P O

F B

U B

B

LE

R

ELECTRIC

WATER COOLER

ELECTRIC

WATER COOLER

(ACCESSIBLE)

3'

A D

A T

O T

O P

O F

B U

B B

LE

R

4'

PAPER TOWEL

DISPENSER W/

WASTE RECEPTACLE

GRAB BAR

TOILET PAPER

DISPENSER

8"

3'

A F

F A

D A

URINAL FLUSH

VALVE

3'

MOP SINK

BASIN

6'

T O

P O

F S

H E

LF

MOP AND BROOM

HOLDER

4'

T O

P O

F S

H E

LF

UTILITY

SHELF

1'

0"

SANITARY NAPKIN

RECEPTACLE

3'

COMBINATION PAPER

TOWEL DISPENSER W/

WASTE RECEPTACLE

4'

TOILET SEAT

COVER DISPENSER

4'

PAPER TOWEL

DISPENSER

(RECESSED)

3' - 6" MIN.

1'

M

IN

VERTICAL GRAB BAR

3'

1'

M

IN

3' - 0" MIN.

1' - 0" MIN.

TYPICAL MOUNTING HEIGHTS (ANSI), U.N.O.

1/

2"

1'

M

IN

. T O

S E

A T

4'

SANITARY NAPKIN

DISPENSER

4'

BABY CHANGING

STATION-

RECESSED

FIRE EXTINGUISHER

CABINET

CLOSET ROD

AND SHELF

ADA CLOSET

ROD AND SHELF

LO

W

E S

T O

F

M

IN

. O

R

B

E

LO

W C

LG

4'

ELEVATOR

CALL BUTTON

OUTLET

4'

WALL SWITCH THERMOSTAT

4'

M A

X

LO

W

E S

T O

F

M

IN

. O

R

B

E

LO

W C

LG

VISUAL SIGNAL STROBE

F E

H A

N D

LE

N

O T

T O

E X

C E

E D

A F

F

A .F

.F . T

O P

O F

S H

E

LF

5'

LINEN CLOSET

SHELVING

4'

FIRE ALARM

PULL BOX

4'

A C

C E

S S

IB

LE

5'

0"

ROBE HOOK

4'

4'

A T

T U

B / T

O

IL

E T

TOWEL BAR (TYP.) PERSONAL

EMERGENCY

PULL SWITCH

3'

4'

A F

F C

E N

T E

R O

F V

A

LV

E

SOAP DISPENSER

A .F

.F . A

D A

T O

P O

F S

H E

LF

4'

A .F

.F . T

O P

O F

S H

E

LF

5'

1'

M A

X

1'

TYPICAL DEVICE ALIGNMENTS, U.N.O.

TYPICAL LOCATION FOR POWER AND TELEPHONE OUTLETS AT WALL PANEL OR COLUMN,

UNLESS OTHERWISE NOTED

TYPICAL LOCATION FOR OUTLETS, SWITCHES AND THERMOSTATS, ETC. AT CREDENZA OR

COUNTERTOP

TYPICAL LOCATION FOR TWO ROWS OF LIGHT SWITCHES, DIMMERS, EGRESS BUTTONS,

THERMOSTATS, ETC.

THERMOSTAT, INTERCOM OR 2ND ROW OF

RECEPTACLES CENTER TO CLUSTER

LIGHT SWITCH, DIMMERS, EGRESS

BUTTON, INTERCOM

BUTTON, CARD READER, ETC.

FIRE ALARM DEVICE

LIGHT SWITCH, DIMMERS, EGRESS BUTTON,

INTERCOM BUTTON, CARD READER, ETC.

THERMOSTAT, INTERCOM OR 2ND ROW OF

RECEPTACLES CENTER TO CLUSTER

FIRE EXT. CABINET

WALL OUTLET, LIGHT SWITCHES, REQUEST TO EXIT BUTTONS, THERMOSTAT,

FIRE ALARM DEVICE

WALL OUTLET, FIRE EXTINGUISHER CABINET, & FIRE ALARM DEVICE

DOOR FRAME OR CORNER

FIRE ALARM DEVICE

POWER AND TELEPHONE RECEPTACLE

POWER AND TELEPHONE

RECEPTACLE CENTERED BETWEEN

PANEL JOINT

FINISH FLOOR

TYPICAL WALL PANEL JOINT

CREDENZA OR COUNTER

LIGHT SWITCHES, DIMMERS,

POWER AND TELEPHONE

RECEPTACLE, ETC. CLUSTER

FINISH FLOOR

FIRE ALARM DEVICE

POWER AND TELEPHONE RECEPTACLE

THERMOSTAT, INTERCOM

LIGHT SWITCH, DIMMERS, EGRESS BUTTON,

INTERCOM BUTTON, CARD READER, ETC.

CLUSTER, (SEE PLAN FOR QUANTITY OF EACH

CLUSTER)

b) QUAD…