Drawings Part A.pdf

S

S

S

S

S

S

S

S

S

S

Utility Box

Phragmites

Phragmites

S

S

S

S

S

D

D

D

D

D

S

S

S

S

S

S

S

S

S

S

S

S

HOLDING TANK

MANHOLE

S

S

S

S

S

VAULT

VAULT

S

S

S

SAN

SAN

VAULT

VAULT

S

BLDG

# 70

BLDG

# 47

BUILDING # 57

BUILDING # 53

BUILDING # 54

BUILDING # 55

B

L

D

G

BLDG.

# 69

BLDG.

# 50

BLDG.

# 18

BLDG.

# 19

BUILDING # 25

BUILDING # 26

BLDG

# 52

BLDG # 11

BUILDING # 135

BUILDING # 10

BUILDING # 12

FIRE HOUSE

BUILDING # 1

BUILDING

# 13

BUILDING

# 14

BUILDING

# 136

BUILDING # 15

BUILDING

# 13

BUILDING # 143

BUILDING # 5

BUILDING # 6

BUILDING # 2 BUILDING # 4

BUILDING # 7

BUILDING # 8

BUILDING # 9

S

S

S

295.5

S

S

PHRAGMITES

PHRAGMITES

TB

G

G

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

POOL

M

M

M

TB

TB

TB

M

M

M

FP

FP

FP

FP

FP

FP

TB

TB

TB

TB

PILE

PILE

G

G

GG

G

G

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

PHRAGMITES

S

S

S

S

BUILDING # 3

BUILDING # 53

BLDG. 3

BUILDING # 141

WASTEWATER PLANT

X

X X

X X

X

X

X

X

E

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

KNOLLCROFT RD.

EDF TH

INDEX OF DRAWINGSBUILDING LOCATION MAP

ES-001

ED-101

ES-101

ED-201

ES-201

ES-701

HVAC: SYMBOLS, ABBREVIATIONS & NOTES

HVAC: DETAILS

MH-001

MH-202

MH-701

ELECTRICAL:

HVAC:

PLUMBING:

PL-001

PL-701

ARCHITECTURAL:

COVER SHEET WITH INDEX OF DRAWINGSGI-00101

ASBESTOS:

ASBESTOS: GROUND FLOOR PLANHA-101

PLUMBING: SYMBOLS, ABBREVIATIONS & NOTES

PLUMBING: DETAILS

ELECTRICAL: SYMBOLS, ABBREVIATIONS & NOTES

ELECTRICAL: DETAILS

GI-001

COVER SHEET WITH INDEX

OF DRAWINGS

SCALE: 1"=40'

ENGINEERING LLPwww.fellp.com

BUILDING 1

FIRE PROTECTION:

FX-001

FX-101

FIRE PROTECTION: SYMBOLS, ABBREVIATIONS & NOTES

HVAC: GROUND FLOOR DEMOLITION PLANMD-101

PLUMBING: GROUND FLOOR SANITARY/DOMESTIC DEMOLITION PLANPD-101

PL-101

FIRE PROTECTION: GROUND FLOOR PLAN

ELECTRICAL: GROUND FLOOR POWER DEMOLITION PLAN

ELECTRICAL: GROUND FLOOR POWER PLAN

ELECTRICAL: GROUND FLOOR LIGHTING DEMOLITION PLAN

ELECTRICAL: GROUND FLOOR LIGHTING PLAN

MH-102 HVAC: GROUND FLOOR PLAN

GENERAL:

SAFETY AND GENERAL INFORMATIONGI-00202

PLUMBING: GROUND FLOOR SANITARY/DOMESTIC PLAN

PL-100 PLUMBING: BASEMENT FLOOR SANITARY/DOMESTIC PLAN

ES-801 ELECTRICAL: SCHEDULES

HVAC: SCHEDULESMH-801

17 MH-101

HVAC: ROOF PLAN

GI-00303 SCAFFOLDING DETAILS & NOTES

MH-40120

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L A

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A L L A

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I d w g

L a y o u t

G

D a t e

M o n

D e c

P

M

N a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

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FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

HVAC: GROUND FLOOR HYDRONIC PLAN

MH-100 HVAC: BASEMENT FLOOR HYDRONIC PLAN

04 GI-004 ICRA PLAN

ES-702 ELECTRICAL: DETAILS

HVAC: DETAILSMH-702

23 34

HA-102 ASBESTOS ABATEMENT DIAGRAMS AND NOTES

AS-011 EGRESS AND LIFE SAFETY PLAN - ARCHITECTURAL

AS-020 TYPICAL BARRIER FREE STANDARDS

AS-021 TYPICAL MOUNTING HEIGHTS & DETAILS

AS-030 PARTITION TYPE AND DETAILS

AS-032 STANDARD UL RATED ASSEMBLIES

AS-110 DEMOLITION AND NEW CONSTRUCTION FLOOR PLAN

AS-201 REFLECTED CEILING PLAN AND FINISH PLAN

PLUMBING: BASEMENT FLOOR SANITARY/DOMESTIC DEMOLITION PLANPD-100

HVAC: SEQUENCE OF OPERATIONS, POINTS LIST & CONTROLS SCHEMATICS

D

S

E

E

D

B

U

I L D

I

8' TEMPORARY CONSTRUCTION FENCING DETAIL

WITH DOUBLE MAN GATE DETAIL

TEMPORARY CONSTRUCTION PARTITION

SAFETY NOTES:

GENERAL NOTES:

GI-002

SAFETY AND GENERAL INFORMATION

TEMPORARY CONSTRUCTION SITE PLAN

LEGEND:

S

E

D

F i l e

N a m e

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D

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A L L A

T I O

N G

I d a y o u t

G

I

D a t e

M o n

D e c a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

SCAFFOLD PLANKS:

ERECTION, ALTERATION AND DISMANTLING:

SUPERVISION:

CERTIFICATES OF COMPETENCY:

SCAFFOLDING REGISTER AND INSPECTION OF SCAFFOLDS:

PROTECTION AND MAINTENANCE:

DUTIES OF PRINCIPALS, CONTRACTORS, SCAFFOLDING

ERECTORS AND USERS OF SCAFFOLDS:

SCAFFOLDING OVER VERANDAHS, GANTRIES OR ROOFS:

LIFTING APPLIANCES MOUNTED ON SCAFFOLDING:

SUSPENDED SCAFFOLDS:

TYPES OF SUSPENDED SCAFFOLDS:

MECHANICAL OPERATION:

ANCHORAGES:

BRACKETS AND PARAPET HOOKS:

WORKING PLATFORMS, GUARDRAILS, MIDRAILS AND TOEBOARDS:

SAFETY HARNESSES AND LIFELINES:

ANTI-TILT SWITCH DEVICES:

ACCESS, WARNING NOTICES AND PROTECTION OF THE PUBLIC:

ENGINEER’S CERTIFICATE:

SCAFFOLD REGISTER:

INSPECTION RECORD:

COUNTERWEIGHTING OF OUTRIGGERS:

FOUNDATIONS:

SUSPENDED SCAFFOLDS:

SIDEWALK SHEDS:

REQUIRED TRAINING:

GENERAL NOTE:

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D

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A L L A

T I O

N G

I d a y o u t

G

I

D a t e

M o n

D e c a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

EDF WPB

GI-003

SCAFFOLDING DETAILS & NOTES

1081 SF

CHEMISTRY

143 SF

HVAC MECH.

ROOM

15A

GROUND FLOOR

AREA OF WORK

BASEMENT

AREA OF WORK

Description of Required Infection Control Precautions by Class

During Construction Project Upon Completion of

1. Execute work by methods to minimize raising duct room construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.C l a s

I

1. Provide active means to prevent airborne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area.

6. Remove or isolate HVAC system in areas where work is being performed.

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Remove isolation of HVAC system in areas where work is being performed.C l a

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C l a

V

C l a

I

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and Infection Control Department, and thoroughly cleaned by the owner’s Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant.

5. Remove isolation of HVAC system in areas where work is being performed.

NOTES:

PATIENT RISK GROUP FOR "TYPE C" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

CLASS II

CLASS III

Class III / IV

Class III / IV

EDF ZR

GI-004

ICRA PLANS

GROUND FLOOR - ICRA PLAN

BASEMENT - ICRA PLAN

F i l e

N a m e

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I N

S T

A L L A

T I O

N G

I d a y o u t

G

I

D a t e

M o n

D e c a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

WAITING

RECP.

12A

177 SF

LAB STAFF

388 SF

DISPATCH

CENTER

1245 SF

CHEMISTRY

F i l e

N a m e

F

V

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B

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D

I N

S T

A L L A

T I O

N H

A d a y o u t

H

A

D a t e

M o n

D e c a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

TGE SRB

HA-101

ASBESTOS: GROUND FLOOR PLAN

ASBESTOS: GROUND FLOOR PLAN

KEYED ASBESTOS ABATEMENT LEGEND:

ASBESTOS-CONTAINING MATERIALS QUANTITY TABLE

ASBESTOS ABATEMENT NOTES:

1. ALL ASBESTOS REMOVAL AREAS INDICATED ON THE PLANS AND SPECIFICATIONS

IS FOR INFORMATIONAL ASSISTANCE TO THE CONTRACTOR. ALL WORK AREAS

HAVING ASBESTOS-CONTAINING MATERIALS MUST BE FIELD MEASURED AND

VERIFIED FOR ACTUAL LOCATIONS, SIZE AND QUANTITIES. ADDITIONAL PIPING

OR EQUIPMENT WHICH MAY HAVE ASBESTOS CONTAINING INSULATION MAY BE

PRESENT. THE CONTRACTOR MUST REMOVE ALL ASBESTOS-CONTAINING

MATERIALS FROM ALL SPECIFIED AREAS WHETHER OR NOT SHOWN OR

ACCURATELY INDICATED. THESE SPECIFICATIONS SHALL BE USED AS A GUIDE,

AND DO NOT LIMIT THE CONTACTOR'S RESPONSIBILITY TO SEEK AND REMOVE ALL

ASBESTOS-CONTAINING MATERIAL AS SPECIFIED.

2. CONTRACTOR SHALL USE EXTREME CARE AND CAUTION DURING ALL ABATEMENT

PROCEDURES. CONTRACTOR SHALL CONDUCT REMOVAL OF ALL MATERIALS

FROM THE SITE WITH A MINIMUM DISTURBANCE AND PROVIDE REGULAR

MAINTENANCE AND PROTECTION OF THE BUILDING PREMISES, STAGING AREA,

TRANSPORTATION ROUTES, ETC. THROUGHOUT THE BUILDING.

3. ALL BUILDING FINISHES, CONSTRUCTION EQUIPMENT OR OTHER COMPONENTS OF

THIS BUILDING WHICH ARE DAMAGED OR IN ANY WAY DISRUPTED AS A RESULT OF

THE EXECUTION OF THIS CONTRACT SHALL BE REPLACED OR RESTORED TO

ORIGINAL CONDITION.

4. CONTRACTOR SHALL PROVIDE AS MANY SHIFTS OF LABORERS AS NECESSARY TO

COMPLETE THE PROJECT IN THE AMOUNT OF TIME SPECIFIED IN THE CONTRACT

DOCUMENTS AT NO EXTRA COST.

5. ASBESTOS REMOVAL SHALL BE PREFORMED IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE AND LOCAL LAWS, GUIDELINES, REGULATIONS,

ORDERS AND DIRECTIVES, INCLUDING WITHOUT LIMITATIONS THOSE OF THE

RESPONSIBLE NEW JERSEY STATE AGENCIES, U.S. ENVIRONMENTAL PROTECTION

AGENCY (EPA), THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA), NATIONAL INSTITUTE OF OCCUPATIONAL

SAFETY AND HEALTH (NIOSH), AND THE NEW JERSEY STATE DEPARTMENT OF

LABOR (NJSDOL).

6. CONTRACTOR SHALL DEVELOP AND IMPLEMENT WRITTEN STANDARD

PROCEDURES FOR ABATEMENT WORK TO ENSURE MAXIMUM PROTECTION AND

SAFEGUARDS FOR ASBESTOS EXPOSURE TO THE WORKERS, EMPLOYEES,

GENERAL PUBLIC AND THE ENVIRONMENT.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY LIGHT FIXTURES,

SUSPENDED CEILINGS, WALLS, DUCTWORK, CABINETS OR ANY OBSTRUCTIONS

NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT.

CONTRACTOR SHALL CAREFULLY REMOVE, DECONTAMINATE AND REINSTALL ALL

REMOVED FIXTURES, SUPPORTING GRIDS OR ANY OTHER BUILDING STRUCTURE

REMOVED BY THE CONTRACTOR TO ACCESS ASBESTOS-CONTAINING MATERIAL.

8. AIR FILTRATION DEVICE (AFD) UNITS SHALL BE EQUIPPED WITH SMOKE/HEAT

SENSOR SYSTEMS THAT WILL SHUT DOWN THE UNIT WITHIN 30 SECONDS AFTER

FIRE OR SMOKE DETECTION. AFD SENSOR UNITS MUST COMPLY WITH AMERICAN

NATIONAL STANDARDS NFPA LIFE SAFETY CODE 101.

9. ASBESTOS REMOVAL DRAWINGS WERE PREPARED FROM EXISTING DRAWINGS

SUPPLIED BY THE OWNER AND ARE PROVIDED FOR INFORMATION ONLY. THE

CONSULTANT MAKES NO CLAIMS AS TO THEIR ACCURACY OR FOR QUANTITIES

DERIVED THROUGH THEIR USE.

10. CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, LADDERS, PLYWOOD, ETC., AS

REQUIRED AND/OR AS NECESSARY TO COMPLETE ALL WORK REQUIRED BY THE

CONTRACT DOCUMENTS.

11. CONTRACTOR SHALL PROVIDE ALL SIGNS, LABELS, WARNINGS AND POSTED

INSTRUCTIONS THAT ARE NECESSARY TO PROTECT, INFORM AND WARN PEOPLE

OF THE HAZARD FROM ASBESTOS EXPOSURE.

12. CONTRACTOR SHALL POST IN A PROMINENT AND CONVENIENT PLACE FOR THE

WORKERS, A COPY OF THE LATEST APPLICABLE REGULATIONS FROM OSHA, EPA,

NIOSH AND NJSDOL.

13. CONTRACTOR SHALL COMPLETELY PROTECT ALL CONTROLS, CONDUIT, TUBING,

ELECTRICAL PANELS, EQUIPMENT, ETC. WITHIN THE WORK AREAS.

14. THE U.S. DEPARTMENT OF VETERANS AFFAIRS AND THE ASBESTOS ABATEMENT

CONTRACTOR SHALL MUTUALLY AGREE UPON THE LOCATION OF THE

DECONTAMINATION UNITS FOR EACH PHASE DURING THE

PRECONSTRUCTION MEETING UNLESS SHOWN ON THE

DRAWINGS.

15. SUBMIT SHOP DRAWINGS SHOWING LOCATION AND NUMBER OF

HEPA FILTERED NEGATIVE AIR MACHINES, AIRLOCKS AND

DECONTAMINATION CHAMBERS. SUBMIT CALCULATIONS

SHOWING NUMBER OF AIR CHANGES FOR EACH CONTAINMENT

AREA.

16. ALL ASBESTOS REMOVALS SHALL BE PERFORMED WITHIN A

HEPA-FILTERED FULL-CONTAINMNENT NEGATIVE AIR PRESSURE

ENCLOSURE.

17. SPECIFIC AREAS IN THE INTERIOR OF BUILDING 1 WILL REQUIRE

ASBESTOS ABATEMENT TO ALLOW FOR THE LABORATORY HOOD

REPLACEMENT PROJECT. ACM'S INCLUDE FLOOR TILE, MASTIC,

COVE BASE, COVE BASE ADHESIVE, LABORATORY BENCH TOPS

AND SINKS, PIPE INSULATION AND EXTERIOR HVAC DUCT

FLASHING. THERE ARE AREAS WHERE WHERE THE WALL

PLASTER WILL BE REMOVED AND DISPOSED OF

ASBESTOS-CONTAINING MATERIAL BECAUSE IT IS ENCLOSING

THE UNDERLYING PIPE INSULATION. THERE ARE MULTIPLE

LAYERS OF FLOOR TILE, MASTIC AND COVE BASE ADHESIVE

THROUGHOUT THE WORK AREAS. ALL LAYERS OF THESE

MATERIALS ARE TO BE REMOVED AND DISPOSED OF AS

ASBESTOS-CONTAINING MATERIAL.

18. SCHEDULING OF WORK SHALL BE COORDINATED WITH THE VA TO

AVOID INTERRUPTIONS TO THE NORMAL ACTIVITIES OF THE VA.

19. THE CONTRACTOR SHALL ERECT ISOLATION BARRIERS THAT

SEPARATE THE WORK AREAS FROM THE REMAINDER OF THE

BUILDING. THE BARRIERS SHALL BE CONSTRUCTED OF A FIRE

RETARDANT SHEATHING MATERIAL OF AT LEAST 5/8" THICKNESS

OF THE WORK SIDE OF THE STUDS. THE ISOLATION BARRIER

SHALL BE PLASTICIZED WITH TWO (2) LAYERS OF 6-MIL FIRE

RETARDANT PLASTIC SHEETING. THE ISOLATION BARRIERS

SHALL BE CAULKED AT THE SHEATHING SEAMS AND WHERE THE

SHEATHING MEETS THE FLOOR, WALLS AND CEILING. THE

ISOLATION BARRIER SHALL BE CONSTRUCTED USING FIRE

RETARDANT 2"x4" FRAMING, 16 INCHES CENTER-TO-CENTER, AND

CAULKED AT ALL SEAMS.

20. ALL UTILITIES, MECHANICAL SYSTEMS AND PIPING SHALL BE

LOCKED OUT AND TAGGED BEFORE THE CONTRACTOR IS TO

BEGIN ABATEMENT ACTIVITIES. MECHANICAL AND ELECTRICAL

SYSTEMS, WHICH CAN NOT BE LOCKED OUT AND TAGGED SHALL

BE PROTECTED AND SUPPORTED THROUGHOUT ASBESTOS

ABATEMENT ACTIVITIES.

21. ALL ACM'S WITHIN THE CONTRACT LIMITS MUST BE REMOVED

AND DISPOSED OF AS ASBESTOS-CONTAMIANTED WASTE UNLESS

SPECIFICALLY EXCLUDED IN THESE SPECIFICATIONS OR ON THE

DRAWINGS.

22. THE BLACK IRON SUPPORTING THE DROP CEILINGS IS TO REMAIN

INTACT THROUGHOUT ASBESTOS ABATEMENT ACTIVITIES.

23. ALL WORK AREA DECONTAMINATION UNITS (PERSONAL AND

WASTE) SHALL BE WATERPROOF, FULLY FRAMED AND SHEATHED

WITH FIRE RETARDANT WOOD.

24. THE CONTRACTOR IS TO REMOVE THE ASBESTOS-CONTAINING

MATERIALS (ACM'S) AND ASBESTOS-CONTAMINATED WASTE

MATERIALS IN ACCORDANCE WITH NEW JERSEY ADMINISTRATIVE

CODES 5:23-8; 7:26, 8:60, 12:120, THE VAMC SPECIFICATION AND

APPLICABLE FEDERAL OSHA AND EPA REGULATIONS. WHERE

THERE IS AN OVERLAP THE MOST STRINGENT REGULATION SHALL

APPLY.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL

DAMAGES RESULTING FROM ASBESTOS ABATEMENT ACTIVITIES.

F i l e

N a m e

F

V

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D

I N

S T

A L L A

T I O

N H

A d a y o u t

H

A

D a t e

M o n

D e c a m e s r b

FULLY SPRINKLERED

ENGINEERING LLP

www.fellp.com

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

FE PROJECT #: 20-477

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

12-3-2021

100% WORKING DRAWINGS

151 KNOLLCROFT RD.

LYONS, NJ 07939

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

Egan Environmental Consulting, Inc.

TGE SRB

HA-102

ASBESTOS ABATEMENT

DIAGRAMS AND NOTES

CG1

CG1

CG1

C G

C

G

CG1 CG1

C G

C G

CG1

C G

CG1

CG1

CG1

CG1

CG1

C G

CG1

CG1CG1

CG1

CG1

CG1

CG1

CG1

C G

CG1

C G

C G

CONNECTING

TUNNEL TO

BLDG.3

1,258 SF

LAB

STAIR HALL

FE

C-

SR

FE

C-

SR

PS

PS

PS

FE

C-

SR

34"

EX1-1

40"

EX1-2

PATH 1-1

PATH 1-2

FEC-SR

PS

ENGINEERING LLP

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

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

1 2 3 4 5 6 87 9

E

D

C

B

A

97 8654321

F

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

REV # DATEREVISION DESCRIPTION

12-3-2021

PROF. SEAL:DESIGN APPROVED W/ COMMENTS:

151 KNOLLCROFT RD.

LYONS, NJ 07939

VA FORM

08-6231

ASBESTOS ABATEMENT CONSULTANT:

Egan Environmental Consulting, Inc.

812 OCEAN ROAD,

SPRING LAKE HEIGHTS, NEW JERSEY 07762

Tel: (914) 320-7924 Email: tom_egan2 @yahoo.com www.fellp.com

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

FE PROJECT #: 20-477

100% WORKING DRAWINGS

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

AS-011

EGRESS AND LIFE SAFETY PLAN –

ARCHITECTURAL

ACBP

EXIT CAPACITY - DOORS - GROUND LEVEL

EXIT DOOR DOOR WIDTH IN/PERSON OCCUPANTS

EX1-1 34" 0.2 170

EX1-2 40" 0.2 200

TOTAL 74" 370

OCCUPANT LOADS - GROUND LEVEL

OCCUPANCY SF SF/PERSON OCCUPANTS

LAB 1,258 100 13

TOTAL 1,258 13

GROUND LEVEL:

1/8" = 1'-0"

GROUND LEVEL EGRESS PLAN1

SCOPE OF WORK

EXIT ACCESS

CORRIDOR

B A

EX# DOOR EXIT NUMBER:

A. EGRESS WIDTH

B. EGRESS COUNT

C. ACTUAL OCCUPANCY LOADC

B A

ST# STAIR EXIT NUMBER:

A. EGRESS WIDTH

B. EGRESS COUNT

C. ACTUAL OCCUPANCY LOADC

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

3-HOUR FIRE BARRIER

EGRESS LEGEND

FIRE EXTINGUISHER CABINET:

- RECESSED "R"

- SEMI-RECESSED "SR" FEC-R

FIRE EXTINGUISHER CABINET:

- SURFACE MOUNTED "S"

FEC-S

EXIT SIGN

AREA OF REFUGEAOR

GENERAL NOTES:

1. THIS SHEET IS ONLY TO BE DISTRIBUTED/PRINTED IN COLOR AS COLORS REFLECT

KEY CODE INFORMATION & REQUIREMENTS. IT IS THE GENERAL CONTRACTOR'S

RESPONSIBILITY TO ENSURE THAT ALL DISTRIBUTED COPIES ARE IN COLOR. ANY

THIRD PARTY WHO RECEIVES A NON-COLOR COPY IS TO VOID ALL USE OF THE

SHEET AND REQUEST A REPLACEMENT COLOR COPY.

2. ALL CONTROLLED ACCESS DOORS WITHIN THE PATH OF EGRESS SHALL BE FAIL

SAFE.

3. DOORS PLACED IN 0-HOUR SMOKE TIGHT PARTITIONS SHALL RESIST THE PASSAGE

O SMOKE PER NFPA.

EGRESS SCHEDULES

RATED DOOR LEGEND:

FEC-SR

EGRESS PATH

PATH 1-1

20 MINUTE RATING, SMOKE

45 OR 60 MINUTE FIRE RATING,

SEE DOOR SCHEDULE

90 MINUTE FIRE RATING

180 MINUTE FIRE RATING

GENERAL EGRESS NOTES

1-HOUR SMOKE BARRIER

0-HOUR SMOKE TIGHT

PARTITION 0 (NON) RATED DOOR LIMITING

TRANSFER OF SMOKE PER NFPA

EXIT SIGN

PS

MG

DIRECTIONAL EXIT SIGN

EXISTING EXIT SIGN

PULL STATION:

- FIRE ALARM

SHUT-OFF VALVE BOX:

- MEDICAL GAS

TRAVEL DISTANCES - GROUND LEVEL

PATH NO. DISTANCE

1-1 32' - 4" 1-2 30' - 8"

24" MAX. 48" MIN. 24" MAX.

" M

IN

" M

IN

" M

IN

" M

IN

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

SEGMENT LENGTH MINIMUM SEGMENT WIDTH

< 24 INCHES

> 24 INCHES

32" INCHES

36" INCHES

" T

O F

IN

. GRAB BAR

ASSEMBLY

GROUNDS & BLOCKING SHALL

BE DESIGNED TO MEET MIN.

SUPPORT LOADING AS

INDICATED.

FINISH AS SHOWN

ON SCHEDULE

1 1/4" -2" 1 1/2" NOTE:

GRAB BARS TO BE

DESIGNED TO

SUPPORT A MINIMUM

CONCENTRATED LOAD

OF 250 LBS. AND MUST

NOT ROTATE IN THEIR

FITTINGS.

GRAB BAR

HANDRAIL

ASSEMBLY

" T

O F

IN

. S

U R

FA

C

E

1 1/4" -2" 1 1/2"

FINISH AS SHOWN

ON SCHEDULE

HANDRAIL

" M

IN

. LINE OF

PROTRUDING

OBJECTS

1/

2" M

IN

LINE OF PROTRUDING

OBJECTS

GROUNDS & BLOCKING SHALL

BE DESIGNED TO MEET MIN.

SUPPORT LOADING AS

INDICATED.

SU

R

FA

C

E

M

EA

SU

R

ED

T

O

TH

E

H

IG

H

ER

O F

TH

E

SI

N

K R

IM

C O

U N

TE

SU

FA

C E

FINISH FLOOR 27

" M

IN

REFER TO TOE /KNEE CLEARANCES

PIPE PROTECTION (TYP.) AS PER ICC/ANSI

A117.1-2009 606.6 - WATER SUPPLY AND

DRAINPIPES UNDER LAVATORIES AND SINKS

SHALL BE INSULATED OR OTHERWISE

CONFIGURED TO PROTECT AGAINST CONTACT.

THERE SHALL BE NO SHARP OR ABRASIVE

SURFACES UNDER LAVATORIES AND SINKS.

SECTION / ELEVATION

VARIES

" M

AX

TO

B

O

TT

O M

O F

R

EF

LE

C

TI

VE

SU

FA

C E

W H

ER

E

M O

U N

TE

D

A

BO

VE

SI

K O

R C

O U

N

TE

R

SINK & MIRROR

CL

PLAN30

48" 17" - 25"

C L

CLEAR

FLOOR

SPACE

WHERE SINK IS

MOUNTED IN

MILLWORK REFER

TO MILLWORK

DETAILS FOR MORE

INFORMATION.

WALL HUNG OR MILLWORK MOUNTED

LAVATORY

1/ 4"

M

AX

.FINISH FLOOR

1/ 4"

M

AX

.FINISH FLOOR

1/ 4"

1/ 2"

M

AX

1/ 4"

1/

2"

FINISH FLOOR

1/ 2"

M

AX

GENERAL NOTE:

LEVEL CHANGES IN EXCESS OF 1/2" SHALL MEET SLOPE REQUIREMENTS FOR A RAMP

FROM FRONT

FROM FRONT

FROM HINGE SIDE

FROM HINGE SIDE

FROM HINGE SIDE

FROM LATCH SIDE

FROM LATCH SIDE

PULL

PULL

PULL

PULL

PUSH

PUSH

PUSH

60 INCHES

60 INCHES

48 INCHES

54 INCHES

42 INCHES (NOTE 1)

48 INCHES (NOTE 2)

42 INCHES (NOTE 2)

18 INCHES

0 INCHES (NOTE 3)

36 INCHES

42 INCHES

22 INCHES (NOTE 3 & 4)

24 INCHES

24 INCHES

APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO

DOORWAY

PARALLEL TO DOORWAY

(BEYOND LATCH UNLESS NOTED)

TYPE OF USE MINIMUM MANEUVERING CLEARANCES

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

HINGE/PUSH LATCH/PUSHFRONT/PUSH

FRONT/PULL

LATCH/PULLHINGE/PULL

NOTES:

1. ADD 6" IF CLOSER AND LATCH PROVIDED.

2. ADD 6" IF CLOSER PROVIDED.

3. ADD 12" BEYOND LATCH IF CLOSER AND LATCH PROVIDED.

4. BEYOND HINGE SIDE.

5. ENTRY DOORS TO ACCESSIBLE UNITS IN I-2 OCCUPANCY SHALL NOT BE REQUIRED TO PROVIDE

MANEUVERING CLEARANCE BEYOND THE LATCH SIDE OF THE DOOR.

CLEAR

FLOOR

SPACE

SIGN CENTERED

IN CLEAR FLOOR

SPACE

FR

O

M F

IN

IS

H

ED

F

LO

O R

T O

BA

SE

LI

N

E O

F C

H

AR

AC

TE

R S

18"

FROM LATCH SIDE

" M

IN

" M

AX

CL

CL

C L

REFER TO SECTION 703 OF

ICCA117.1-2009 FOR

ADDITIONAL INFORMATION

RELATED TO SIGNAGE

" M

IN

4" MAX

FINISH FLOOR

LIMITS OF PROTRUDING OBJECTS

REDUCED VERTICAL CLEARANCE

X

FINISH FLOOR

M

AX

M

AX

FINISH

FLOOR

ELECTRICAL

DEVICE

COUNTERPAPER TOWEL

DISPENSER/RECEPTACLE

F.E.

CABINET

OPERABLE

DEVICE

" M

AX

" M

IN

" M

AX

GENERAL NOTE:

ALL OPERABLE PORTIONS OF DEVICES MUST BE LOCATED WITHIN THE SHADED AREA.

" M

AX

" M

AX

>10" - 24" >20" - 25" 20" MAX. 10" MAX.

" M

AX

" M

AX

" M

AX

" M

AX

MIN.

8"

M

IN

M

IN

9"

MIN.

11"

MAX

6"

FINISH FLOOR

ELEVATION

PLAN

17" - 25"

25" MAX.

TOE CLEARANCE

KNEE CLEARANCE

" M

IN

BARRIER-FREE STANDARDS INDICATED HEREIN ARE TYPICAL. DIMENSIONS SHOWN ARE

TYPICAL UNLESS INDICATED OTHERWISE IN THE DRAWINGS.

1. REFER TO SHEET A000 FOR APPLICABLE CODES, STANDARDS AND GUIDELINES.

2. THE CLEAR WIDTH OF A PASSAGEWAY FOR A SINGLE WHEELCHAIR SHALL BE 32 INCHES FOR A PASSAGEWAY OF

24 INCHES OR LESS AND 36 INCHES FOR A PASSAGEWAY LONGER THAN 24 INCHES.

3. THE CLEAR FLOOR SPACE REQUIRED FOR A SINGLE WHEELCHAIR SHALL BE 30 INCHES BY 48 INCHES.

4. THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES. EXCEPTION: THE CLEAR WIDTH SHALL BE

PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM, PROVIDED THE REDUCED-WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES MINIMUM IN LENGTH AND 36

INCHES MINIMUM IN WIDTH.

5. WALKING SURFACES ALONG ACCESSIBLE ROUTES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE NOT

STEEPER THAN 1:48. IF SLOPE IS GREATER THAN 1:20, SEE NOTE #11.

6. HANDRAILS: THE TOP OF GRIPPING SURFACE OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE THE STAIR NOSING OR RAMP SURFACE. GRIPPING SURFACE SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POST, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS.

CLEAR SPACE BETWEEN HANDRAILS AND WALL SURFACE SHALL BE 1 1/2" MINIMUM. HANDRAILS SHALL BE AT A

CONSISTENT HEIGHT ABOVE STAIR NOSING, RAMP SURFACES AND WALKING SURFACES.

7. PROTRUDING OBJECTS: OBJECTS WITH LEADING EDGES LOCATED MORE THAN 27 INCHES AND NOT MORE THAN

80 INCHES ABOVE THE FLOOR SHALL PROTRUDE NOT MORE THAN 4 INCHES FROM THE WALL.

8. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHEN VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS LESS THAN 80 INCHES HIGH. LEADING EDGES SHALL BE NO HIGHER THAN 27” ABOVE THE

FLOOR.

9. CHANGES IN LEVEL: A CHANGE IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. A CHANGE IN LEVEL OF BETWEEN 1/4 INCH AND 1/2 INCH HIGH MAXIMUM SHALL BE

BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

10. ACCESSIBLE CAR PARKING SPACES SHALL BE 96 INCHES WIDE AND HAVE AN ADJACENT ACCESS AISLE OF NOT LESS THAN 60 INCHES MINIMUM. ACCESSIBLE VAN PARKING SHALL BE 132 INCHES MINIMUM IN WIDTH, EXCEPT THEY MAY BE 96 INCHES WIDE WHERE THE ADJACENT ACCESS AISLE IS 96 INCHES MINIMUM IN WIDTH. A CLEAR HEIGHT OF 98 INCHES IS TO BE PROVIDED AT ALL VAN PARKING SPACES. PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE 60 INCHES WIDE AND 20 FEET LONG MINIMUM ADJACENT TO THE VEHICLE PULL-UP

SPACE AND AT THE SAME LEVEL AS THE ROADWAY.

11. RAMPS SHALL HAVE A SLOPE NOT STEEPER THAN 1:12 AND A CROSS SLOPE OF NO STEEPER THAN 1:48. THE MAXIMUM RISE FOR ANY RAMP WITHOUT A LANDING IS 30 INCHES. THE RAMP SHALL HAVE A CLEAR WIDTH BETWEEN HANDRAILS OF 36 INCHES. LANDING LENGTH SHALL BE A MINIMUM OF 60 INCHES. RAMPS SHALL BE

PROVIDED WITH EDGE PROTECTION UNLESS OTHERWISE NOTED.

12. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED

TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM.

13. INTERIOR HINGED, SLIDING OR FOLDING DOOR OPENING FORCE, WHERE CLOSERS ARE USED SHALL BE 5

POUNDS MAXIMUM.

14. THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

15. POWER ASSISTED DOORS: THE TIME REQUIRED FOR SUCH DOORS TO OPEN TO A BACK CHECK POSITION SHALL BE 3 SECONDS MINIMUM. THE FORCE REQUIRED TO STOP DOOR MOVEMENT SHALL BE 15 POUNDS MAXIMUM.

16. GRAB BARS SHALL HAVE A DIAMETER OR WIDTH OF GRIPPING SURFACE FROM 1 1/4 TO 2 INCHES. THE CLEAR

SPACE BETWEEN THE GRAB BAR SURFACE AND THE WALL SURFACE SHALL BE 1-1/2 INCHES.

17. STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR OR SEAT, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE.

18. DIMENSIONS THAT ARE NOT STATED AS “MAXIMUM” OR “MINIMUM” ARE ABSOLUTE. ALL DIMENSIONS ARE

SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES.

19. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS

MAXIMUM.

60"

60"

36" 12"12"

48"

CIRCULAR TURNING SPACE T-SHAPED TURNING SPACE CLEAR FLOOR SPACE

ENGINEERING LLP

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

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

1 2 3 4 5 6 87 9

E

D

C

B

A

97 8654321

F

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

REV # DATEREVISION DESCRIPTION

12-3-2021

PROF. SEAL:DESIGN APPROVED W/ COMMENTS:

151 KNOLLCROFT RD.

LYONS, NJ 07939

VA FORM

08-6231

ASBESTOS ABATEMENT CONSULTANT:

Egan Environmental Consulting, Inc.

812 OCEAN ROAD,

SPRING LAKE HEIGHTS, NEW JERSEY 07762

Tel: (914) 320-7924 Email: tom_egan2 @yahoo.com www.fellp.com

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

FE PROJECT #: 20-477

100% WORKING DRAWINGS

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

AS-020

TYPICAL BARRIER FREE

STANDARDS

N.T.S.

ACCESSIBLE ROUTE7

N.T.S.

GRAB BARS & HANDRAILS10

N.T.S.

LAVATORIES AND SINKS11

N.T.S.

LEVEL CHANGES - (UP TO 1/2")3

N.T.S.

MANEUVERING CLEARANCES8

N.T.S.

TACTILE INTERIOR SIGN9

N.T.S.

PROTRUDING OBJECTS5

N.T.S.

REACH / MOUNTING HEIGHTS6

N.T.S.

TOE / KNEE CLEARANCES4

N.T.S.

ACCESSIBLITY NOTES & INFO.2

3'

1/

2"

4'

0"

7'

1"

2' - 9"

EMERGENCY

EYEWASH SHOWER

1' - 9"

C

LE

AR

2'

3"

LAB DEVICES

DRYING RACK,

PROVIDE BLOCKING

BARRIER FREE

COMPLIANCE ZONE,

REFER TO BARRIER

FREE STANDARDS

2 1/2" DIA. GROMMET HOLE LOCATED AT ALL OPEN KNEE SPACE

LOCATIONS AND 2' - 0" O.C. AT ALL COUNTER LOCATIONS

NO ELECTRIC OR DATA/

COMM. DEVICES OVER

COUNTER AT SINK LOCATION

OPEN EQUIP.

ALCOVE

6" MIN.

OPEN KNEE

SPACE

LOCATE ELECTRICAL AND DATA/COMM. DEVICES OVER COUNTER TOP AT

ALL BASE CABINET AND EQUIPMENT ALCOVE LOCATIONS

LOCATE ELECTRICAL AND DATA/COMM. DEVICES UNDER COUNTER AT OPEN KNEE SPACE

LOCATE ELECTRICAL AND DATA/COMM. DEVICES

ASSOCIATED WITH UNDER COUNTER EQUIPMENT WITHIN

UNDER COUNTER EQUIPMENT ALCOVE

NOTE: THIS DIAGRAM SHALL BE USED AS A GUIDE FOR LOCATING

ELECTRIC, DATA AND COMMUNICATION DEVICES AT

MILLWORK/CASEWORK LOCATIONS. GC SHALL COORDINATE WITH

M.E.P. DRAWINGS AND REPORT ANY DISCREPANCIES TO ARCHITECT

PRIOR TO ROUGH IN OF SERVICES.

BACKSPLASH

6" MIN.

" 48

ROTATE DEVICES AT

6" BACKSPLASH

TYPICAL AT 4"

BACKSPLASH

TYPICAL ROOM DOORTYP. ELECTRICAL

DEVICES

TV/CABLE

OUTLET

ELECTRICAL SWITCHES,

DIMMERS

EM POWER OFF

AUTO PUSH PLATE

HUMIDISTAT, THERMOSTAT

FIRE EXTINGUISHER (FE)

BRACKET MOUNTED

PORTABLE FIRE

EXTINGUISHER

CABINET (FEC)

FIRE ALARM SIGNAL

AND PULL STATION

ELECTRICAL

COMMUNICATIONS

PANELBOARD

LIGHT SWITCH,

DIMMERS

THERMOSTAT

(SENSING TYPE ONLY),

CENTER OVER LIGHT

SWITCH

THERMOSTAT

(ADJUSTABLE)

DOUBLE

ROBE/CLOTHES

HOOK

3"

" 48

" 3"

AUTOMATIC DOOR OPERATOR

PUSH PLATE, CARD READER AT

DOOR, LATCH SIDE

EXTINGUISHER

CABINET TO HAVE

INTERIOR DIMENSION

OF 8X8X24 IN

AUTOMATIC

DOOR

OPENER

CARD READER

C L

DOOR FRAME

DOOR FRAME

DOOR C LDOOR

C L

C L

C L

GENERAL DEVICES

WALL MOUNTED

PHONE

CLOCK

C L

12"

**CENTER ON TOILET

COMPARTMENT DOORS**

4" M

IN

R

EF

ER

T

O P

LA

N

S

CL

OUTLINE OF TV

**REFER TO BARRIER FREE STANDARDS FOR

ADDITIONAL INFORMATION**

8"

GLOVE

DISPENSER

SHARPS

DISPOSAL

" M

AX

" M

IN

MEDICAL DEVICES

BARRIER FREE

COMPLIANCE ZONE,

REFER TO BARRIER

FREE STANDARDS

CEILING

PE

R

B

AS

E H

EI

G

H T

R

EA

C H

T O

C

EI

LI

N

G H

EI

G

H T

NOTE:

1. REFER TO FINISH

PLANS FOR

LOCATIONS AND TYPE.

FLOOR

OPEN SPACE WALL

LINE OF WALL CORNER

CORNER GUARD, REFER

TO SPECIFICATION FOR

ADDITIONAL INFO.

NEW OR EXISTING PARTITION,

DEPTH/CONSTRUCTION

VARIES, REFER TO PLANS

CORNER GUARD OVER ALUMINUM

RETAINER UNLESS SPECIFIED

OTHERWISE. SECURE TO WALL

PER MANUFACTURE REQ'S.

REFER TO PRODUCT DETAILS

AND SPECIFICATION

CORNER GUARD END WALL CONDITION

4"

4" TO CRASH RAILS OR

HAND RAILS AS

APPLICABLE, TYPICAL

PLASTIC SHEET WALL

PROTECTION AS SPECIFIED

NOTES:

1. PROVIDE ALL REQUIRED BLOCKING FOR CORNER

GUARD INSTALLATION. REFER TO

MANUFACTURER'S INSTALLATION MANUAL FOR

ALL REQUIREMENTS.

2. REFER TO FINISH PLAN FOR WALL PROTECTION

LOCATIONS AND SPECIFICATION FOR ADDITIONAL

INFORMATION

ENGINEERING LLP

o n e e ig h th in c h o n e fo o t

B

A

C

D

E

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

1 2 3 4 5 6 87 9

E

D

C

B

A

97 8654321

F

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

REV # DATEREVISION DESCRIPTION

12-3-2021

PROF. SEAL:DESIGN APPROVED W/ COMMENTS:

151 KNOLLCROFT RD.

LYONS, NJ 07939

VA FORM

08-6231

ASBESTOS ABATEMENT CONSULTANT:

Egan Environmental Consulting, Inc.

812 OCEAN ROAD,

SPRING LAKE HEIGHTS, NEW JERSEY 07762

Tel: (914) 320-7924 Email: tom_egan2 @yahoo.com www.fellp.com

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

FE PROJECT #: 20-477

100% WORKING DRAWINGS

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481 fx 845-343-4986

AS-021

TYPICAL MOUNTING HEIGHTS &

DETAILS

GENERAL NOTES

1. ALL EQUIPMENT SHOWN HERE MAY NOT BE USED. NOT ALL EQUIPMENT USED MAY BE SHOWN. REFER TO

EQUIPMENT SCHEDULE FOR ALL EQUIPMENT. ALL FINAL LOCATIONS TO BE APPROVED BY OWNER PRIOR TO

INSTALL.

2. REFER TO DRAWING SERIES AS-020 FOR TYPICAL BARRIER FREE STANDARDS AND ADDITIONAL CODE

REQUIREMENTS.

3. ALL DIMENSIONS INDICATED ARE TO FINISH FACE OF FINISH MATERIAL.

4. G.C. TO PROVIDE UTILITY AND BLOCKING AS NEEDED FOR SUPPORT OF ALL CONTRACTOR AND OWNER-

PROVIDED ITEMS; CUT/PATCH EXISTING CONSTRUCTION WHERE NECESSARY FOR INSTALLATION.

5. EQUIPMENT SHALL BE MOUNTED AT TYPICAL HEIGHTS SHOWN UNLESS NOTED OTHERWISE WITHIN THE

CONSTRUCTION DOCUMENTS OR BY MANUFACTURER RECOMMENDATION. THE GENERAL CONTRACTOR SHALL REVIEW MANUFACTURER RECOMMENDED EQUIPMENT HEIGHTS. IF CONDITIONS ARE IN CONFLICT WITH INDICATED REQUIREMENTS, THE ARCHITECT SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH WORK. ALL

INSTALLED EQUIPMENT SHALL CONFORM WITH CODE REQUIREMENTS.

6. ALL EQUIPMENT DEDICATED ELECTRICAL OUTLETS/DATA PORTS ARE TO BE CENTERED ON EQUIPMENT (REFER TO ARCHITECTURAL & EQUIPMENT FLOOR PLANS FOR EQUIPMENT TYPE/SIZE & LOCATIONS) UNLESS SPECIFIED

OTHERWISE BY MANUFACTURER.

7. REFER TO M.E.P. DOCUMENTS FOR ELECTRICAL OUTLET/DATA PORT QUANTITIES AND MOUNTING HEIGHTS. THE CONTRACTOR SHALL COORDINATE BETWEEN ALL DRAWINGS AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.

8. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF MOUNTING CONFLICTS WITH UNEVEN SURFACES AND JOINTS.

9. SHARPS CONTAINERS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE IMMEDIATE AREA WHERE SHARPS ARE

USED OR ARE ANTICIPATED TO BE FOUND, AND ARE TO BE MOUNTED AT A HEIGHT THAT PERMITS USERS TO SEE

THE TOP OF THE CONTAINER. EXACT LOCATION TO BE REVIEWED BY HOSPITAL.

1/4" = 1'-0"

LAB DEVICE MOUNTING HEIGHTS17

N.T.S.

TYPICAL DEVICE LOCATION DETAIL12

1/4" = 1'-0"

GENERAL DEVICE MOUNTING HEIGHTS21

1/4" = 1'-0"

MEDICAL DEVICE MOUNTING HEIGHTS22

1/2" = 1'-0"

TYP. CORNER GUARD ELEVATION2

3" = 1'-0"

TYPICAL SURFACE MTD. CORNER GUARD8

1. ALL PARTITIONS TO BE TYPE A0S UNLESS OTHERWISE NOTED ON PLAN.

2. PROVIDE 3-5/8" STEEL STUDS UNLESS NOTED OTHERWISE.

3. ALL PARTITIONS AND WALLS ARE DIMENSIONED TO FINISH FACE OF GYPSUM BOARD AND/OR CMU UNLESS

OTHERWISE NOTED.

4. GAUGE OF METAL FRAMING & REQUIRED BRACING FOR ALL NON-LOAD BEARING PARTITIONS IS TO BE DETERMINED BY THE DRYWALL CONTRACTOR BASED ON HEIGHT OF PARTITION, 5 PSF LATERAL LOAD AND A MAXIMUM DEFLECTION OF L/360, WITHOUT COMPOSITE ASSEMBLY & WITH WALL FINISH. REFER TO MARINOWARE STUD-RITE DRYWALL FRAMING SYSTEM OR EQUAL. CONTRACTOR TO SUBMIT SIGNED AND SEALED CALCULATIONS BY A ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT IS

LOCATED. MINIMUM GAUGE TO BE 20 GAUGE.

5. DEFLECTION TRACKS SHALL BE DESIGNED TO ACCOMMODATE DEFLECTION OF FLOOR/ROOF ASSEMBLIES.

MAXIMUM DEFLECTION SHALL BE CALCULATED BASED ON L/360. CONTRACTOR SHALL SELECT

APPROPRIATE TRACK BASED ON OVERALL DEFLECTION.

6. PROVIDE FRAMING SPACED AT 16 INCHES ON CENTER (MAX) AT ALL NON-LOAD BEARING PARTITIONS

UNLESS OTHERWISE INDICATED.

7. PROVIDE FRAMING SPACED AT 12 INCHES ON CENTER (MAX) AT ALL LOCATIONS WHERE PARTITIONS

SUPPORT WALL CABINETS.

8. ALL WALL HUNG AND FLOOR SUPPORTED CABINETS OR WALL MOUNTED ACCESSORIES SHALL HAVE

CONTINUOUS 14 GAUGE X 6 INCH BACKER PLATES ATTACHED DIRECTLY TO THE WALL STUDS.

9. REFER TO DRAWING SERIES A031 FOR ADDITIONAL TYPICAL PARTITION DETAILS.

10. PROVIDE 5/8" THICK GYPSUM BOARD AT ALL PARTITIONS UNLESS OTHERWISE NOTED.

11. PROVIDE CEMENTITIOUS OR GLASS-MAT FACED GYPSUM BOARD AT ALL CERAMIC TILE WALL INSTALLATIONS IN TOILET ROOMS AND KITCHENS AND WITHIN BATH TUBS, SHOWERS, SAUNAS, AND STEAM ROOMS UNLESS

OTHERWISE NOTED.

12. PROVIDE MOLD AND WATER RESISTANT GYPSUM BOARD FOR WALLS IN KITCHENS, TOILET ROOMS (RESTROOMS) AND OTHER WALLS WITHIN 36" (MIN) LATERALLY OF PLUMBING FIXTURES, WHERE TILE IS NOT

THE SCHEDULED FINISH.

13. REFER TO THE UNDERWRITERS LABORATORY MANUAL, LATEST EDITION FOR UL NUMBERS AND

ASSEMBLIES.

14. CORNER BEADS ARE TO BE INSTALLED AT EVERY GYPSUM EXTERIOR CORNER.

15. ALL DOOR JAMBS ARE TO RECEIVE DOUBLE STUDS ON BOTH SIDES (MINIMUM).

16. INTERIOR GYPSUM BOARD SHALL NOT EXCEED 30'-0" CONTINUOUS WITHOUT A CONTROL JOINT.

ALL CONSTRUCTION JOINTS TO BE PLACED AND ALIGN WITH EITHER SIDE OF A DOOR JAMB WHERE

REQUIRED. ARCHITECT TO BE ADVISED OF LOCATIONS WHERE THIS IS NOT POSSIBLE

17. PROVIDE LEVEL 4 FINISH BELOW ALL CEILING LINES AND LEVEL 3 FINISH ABOVE ALL CEILING LINES UNLESS OTHERWISE NOTED. IN WALLS GREATER THAN 50 FEET IN LENGTH, PROVIDE A LEVEL 5 FINISH.

18. ALL FIRE-RATED PARTITIONS TO BE FIRE-SAFED IN A MANNER AND WITH MATERIALS APPROVED BY THE

ARCHITECT.

19. ALL DOORS TO BE 4 INCHES OFF HINGE SIDE OF ADJACENT WALL TO THE LEADING EDGE OF THE FRAME

(CLEAR) UNLESS OTHERWISE NOTED.

20. ALL EXPOSED PIPING, VALVES, ETC. TO BE BOXED IN WITH GYPSUM BOARD AND METAL STUDS TO A

MINIMUM OF 4 INCHES ABOVE THE CEILING LINE OR AS OTHERWISE INDICATED.

21. ALL STC RATED PARTITIONS TO RECEIVE ACOUSTICAL CAULK AT THE HEADS & BASE (BOTH SIDES).

22. ALL PENETRATIONS THROUGH STC RATED PARTITIONS ARE TO BE SEALED IN A MANNER AND WITH

MATERIALS APPROVED BY THE ARCHITECT.

23. WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS, THEY SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET

MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS" OR SIMILAR WORDING.

24. AT SOUND RATED/ STC RATED PARTITIONS USE 5/8" THICK GYPSUM BOARD, INSTALLED BOTH SIDES. FIRST LAYER APPLIED HORIZONTALLY, SECOND LAYER APPLIED VERTICALLY. TAPE AND SPACKLE BETWEEN JOINTS. EXPOSED LAYER IS ABUSE RESISTANT GYPSUM BOARD (BOTH SIDES) SUCH AS USG FIBEROCK, VHI

INTERIOR PANEL. TAPE AND SPACKLE BETWEEN PANELS.

25. ELECTRICAL AND SERVICE OUTLETS (DATA, VOICE, AV JACKS, ETC.) FOR ADJACENT ROOMS ARE TO BE

POSITIONED A MINIMUM OF 24 INCHES APART AND IN SEPARATE STUD CAVITIES.

26. USE ACOUSTICAL CAULKING TO CLOSE GAPS BETWEEN SERVICE OUTLETS (ELECTRICAL, TELEPHONE, DATA, ETC.) AND GYPSUM BOARD, TYPICAL OF ALL PARTITIONS.

27. NO GYPSUM BOARD LAYERS ARE TO BE CONTINUOUS BETWEEN TWO ADJACENT ROOMS. GYPSUM BOARD IS TO BE INTERRUPTED AT ALL PARTITION INTERSECTIONS, AND IS TO CLOSE THROUGH PERIMETER FASCIA

TO THE BASE BUILDING CONSTRUCTION.

28. MULTIPLE LAYERS OF GYPSUM BOARD ARE TO BE APPLIED WITH STAGGERED JOINTS.

PENETRATIONS THAT INTERRUPT STUDS ARE TO BE COMPLETELY FRAMED AROUND WITH A NOMINAL 1 INCH

GAP AROUND THE PENETRATING ELEMENT.

29. PENETRATIONS ABOVE CEILING TO BE ACOUSTICALLY SEALED AS FOLLOWS:

A. GAPS LESS THAN OR EQUAL TO 1/4 INCH: ACOUSTICAL SEALANT OR SIMILAR NON-HARDENING, EVER-

RESILIENT CAULKING COMPOUND.

B. GAP FROM 1/4 INCH UP TO 1 INCH: COMPRESSED BACKER ROD WITH ACOUSTICAL SEALANT OR SIMILAR

NON-HARDENING, EVER-RESILIENT CAULKING COMPOUND.

C. GAPS OVER 1 INCH: FILLED TIGHTLY WITH BATT INSULATION AND HEAVY-DENSITY PUTTY SUCH AS NELSON FSP OR CLK SEALANT; J.M. CLIPPER 'DUXSEAL'; 3M 'MOLDABLE PUTT. MAINTAIN FIRE RATINGS

OF WALL.

D. CABLE TRAYS TO BE PACKED TIGHTLY WITH INSULATION OR FIRE STOP PILLOWS ONCE CABLES ARE

PULLED.

30. WHERE FULL HEIGHT PARTITIONS WITH SOUND ATTENUATION EXTEND UP TO BEAMS, PROVIDE ADDITIONAL FRAMING AND LAYERS OF GYPSUM BOARD AS NEEDED TO ENCLOSE BEAM FULL LENGTH UP TO DECK; PACK

ALL CAVITIES WITH MINERAL FIBER.

31. REFER TO AS031 FOR TYPICAL DETAILS AT ALL PARTITION TYPES.

GENERAL PARTITION TYPE NOTESCONTINUOUS TOP RUNNER

TRACK AS PER HEAD DETAILS

UNDERSIDE OF DIAPHRAGM (ROOF

ASSEMBLY OR FLOOR ABOVE)

CAULK BOTH SIDES W/ FIRE RATED AT FIRE

RATED PARTITIONS, & ACOUSTICAL AT

PARTITIONS W/ AN "S" DESIGNATION

CEILING AS INDICATED ON DRAWINGS

STEEL STUDS, REFER TO PLANS FOR SIZE

LAYER 3, AS SCHEDULED

BATTS AND BLANKETS AS SCHEDULED

BASE AS SCHEDULED

CONTINUOUS BOTTOM RUNNER

TRACK AS PER BASE DETAILS

NOTE:

TO SIMPLIFY FIRE

PROTECTION AT

PENETRATIONS,

THE ARCHITECT

RECOMMENDS

INSTALLING THE

UPPER PORTION OF

GYPSUM BOARD

PRIOR TO M.E.P.

ITEMS

LINE OF FLOOR

LAYER 2, GYPSUM BOARD AS SCHEDULED

LAYER 1, GYPSUM BOARD AS SCHEDULED

LAYER 5, GYPSUM BOARD AS SCHEDULED

LAYER 4, GYPSUM BOARD AS SCHEDULED

M

IN

6"

REFER TO

FLOOR PLANS

CONTINUOUS TOP RUNNER

TRACK AS PER HEAD DETAILS

UNDERSIDE OF DIAPHRAGM (ROOF

ASSEMBLY OR FLOOR ABOVE)

CEILING AS INDICATED ON DRAWINGS

STEEL STUDS, REFER TO PLANS FOR SIZE

BATTS AND BLANKETS AS SCHEDULED

BASE AS SCHEDULED

CONTINUOUS BOTTOM RUNNER

TRACK AS PER BASE DETAILS

LINE OF FLOOR

EXISTING OR NEW PARTITION

(WHERE APPLICABLE)

EXTEND GYPSUM BOARD 6" ABOVE CEILING

UNLESS OTHERWISE SCHEDULED.

LAYER 2, GYPSUM BOARD AS SCHEDULED

M

IN

6"

EXTEND GYPSUM BOARD TO UNDERSIDE OF

DIAPHRAGM AND CAULK AT ASSEMBLIES WITH

INSULATION.

H = HAT CHANNEL

Z = Z FURRING CHANNEL

R = RESILIENT CHANNEL

UNDERSIDE OF DIAPHRAGM (ROOF

ASSEMBLY OR FLOOR ABOVE)

CEILING AS INDICATED ON DRAWINGS

LAYER 3, REFER TO PLANS FOR SIZE

LAYER 2, GYPSUM BOARD AS SCHEDULED

RIGID INSULATION AS SCHEDULED

(ONLY AT FULL HEIGHT PARTITION)

BASE AS SCHEDULED

LINE OF FLOOR

EXISTING OR NEW PARTITION (WHERE APPLICABLE)

EXTEND GYPSUM BOARD & STEEL FURRING 6" ABOVE

CEILING UNLESS OTHERWISE SCHEDULED.

A2SX.50

PARTITION TAG

SPECIAL CONDITION IDENTIFICATION

F = FULL HEIGHT GYPSUM BOARD

H = HAT CHANNEL (7/8" U.N.O.)

L = LEAD LINING

R = RESILIENT CHANNEL (5/8" U.N.O.)

S = SOUND ATTENUATION REQUIRED

T = SMOKE BARRIER

Z = "Z" CHANNEL (1 1/2" U.N.O.)

FRAMING SIZE

FIRE RATING

0 = NO FIRE RATING

1 = ONE HOUR FIRE RATING

2 = TWO HOUR FIRE RATING

3 = THREE HOUR FIRE RATING

TYPE IDENTIFICATION

A, B, C, D, E, F...

ACOUSTIC RATING (STC)

1. (IF OTHER THAN 3 5/8" FOR METAL

STUD FRAMING)

2. (IF OTHER THAT 2x4 FOR WOOD STUD

FRAMING)

3. (IF OTHER THAN 8" FOR CMU)

4. ME = MATCH EXISTING. GC TO USE

STUDS, MASONRY,

FURRING/ADDITIONAL GYPSUM

BOARD, AS NEEDED TO ALIGN FINISH

FACE TO EXISTING FINISH FACE.

6"

GENERAL NOTES:

1. SOUND BATT INSULATION IS TO FILL THE ENTIRE STUD CAVITY, REFER TO FLOOR PLANS OR

FRAMING SIZE CHART ABOVE FOR SPECIFIED STUD SIZE.

2. LAYER 3 IS TO BE OMITTED IF NOT SCHEDULED AND THEN LAYER 2 IS TO BE ANCHORED DIRECTLY

TO THE STUD LAYER.

PARTITION ASSEMBLY SCHEDULE ABBREVIATIONS:

A = ABUSE RESISTANT GYPSUM BOARD

LP = 1" GYPSUM BOARD LINER PANEL

N = NON-RATED GYPSUM BOARD

S = SOUND RATED GYPSUM BOARD

X = TYPE "X" FIRE RATED GYPSUM BOARD

RTP = REFER TO PLAN

EACH OPENING 16 SQUARE

INCH MAXIMUM. TOTAL

OPENING 100 SQUARE

INCHES PER 100 SQUARE

FEET. (PER UL)

FIRE RATED OR SMOKE BARRIER

PARTITION - SEE FLOOR PLAN AND

PARTITION TYPES

2' - 0" MINIMUM

SCHEDULED STEEL STUD

FRAMINGELECTRICAL/DEVICE

JUNCTION BOXES

SEAL BOXES TIGHT WITH

ACOUSTIC CAULK

BACKER ROD AND NON-HARDENING

ACOUSTICAL SEALANT AT SOUND RATED/

STC RATED PARTITIONS, FIRE SEALANT

AT FIRE RATED PARTITIONS

SCHEDULED BASE

BOTTOM RUNNER

GYPSUM WALLBOARD AS SCHEDULED

STRUCTURAL DECK.

REFER TO STRUCTURAL

DRAWINGS.

CONTINUOUS SEALANT

SCHEDULED LAYERS OF

GYPSUM WALLBOARD

BATT INSULATION,

THICKNESS REQUIRED TO

FILL STUD CAVITY

STEEL STRUCTURE. REFER

TO STRUCTURAL DRAWINGS.

LIGHT GAUGE STEEL

FRAMED SOFFIT AROUND

STRUCTURAL ELEMENT

CONTINUOUS SEALANT

BATT INSULATION

AT VOIDS IN DECK

CONTINUOUS SEALANT

(BOTH SIDES)

5/8 INCH GYPSUM

WALLBOARD COVER

PENETRATING ELEMENT

REFER TO ALL DISCIPLINES

FOR FURTHER INFORMATION

1/2 INCH BACKER ROD AND NON-

HARDENING ACOUSTIC SEALANT

TYPICAL. FIRE SEALANT AT FIRE

RATED PARTITIONS

PROVIDE FRAMING AROUND OPENING

WHERE PENETRATIONS EXCEED 6

INCHES WIDE AND 6 INCHES HIGH.

GENERAL NOTES:

1. SELECT SLIP TRACK DETAIL FROM 2 OPTIONS ABOVE. INSTALL AT ALL FULL HEIGHT. INTERIOR

PARTITIONS (TYP.).

2. INSTALL SEALANT FOR SOUND PROOFING AT TOP & BOTTOM OF WALL BETWEEN GYPSUM BOARD

AND STRUCTURE AS REQUIRED BY ACOUSTIC (S.T.C. RATED) ASSEMBLY (TYP.).

3. PROVIDE 16 GA. PLATE STEEL BRIDGING BETWEEN DECK FLUTES REQUIRED TO CONNECT TOP

TRACK OF WALL (TYP.) (REFER TO DETAIL #2 ABOVE).

DEEP LEG TRACK 2" DEEP SAME

GA. AS STUDS

GAP FOR DEFLECTION

FRAMING SCREWS

1 1/2" COLD-ROLLED

CHANNEL

1 1/2"x2"x16" GA. CLIP

2" DEEP SLOTTED SEISMIC TOP TRACK

FRAMING SCREWS

GAP FOR DEFLECTION

1/2" MAXIMUM GAP

1/2" MAXIMUM GAP

5/8" MAXIMUM GAP

1/2" MAXIMUM GAP

5/8" MAXIMUM GAP

SPECIFIED CONTROL

JOINT (BOTH SIDES)

SCHEDULED BATTS AND BLANKETS SCHEDULED GYPSUM BOARD

SCHEDULED STEEL STUDS

THERMAFIBER INSULATION

CONTROL JOINT - NO RATING

SPECIFIED CONTROL

JOINT (BOTH SIDES)

SCHEDULED BATTS AND BLANKETS

SCHEDULED GYPSUM BOARD

SCHEDULED STEEL STUDS

TWO LAYERS 5/8 INCH

TYPE X GYPSUM BOARD

CONTROL JOINT - 1 HOUR RATING

1-5/8 INCH TYPE S SCREWS

24 INCHES O.C.

SPECIFIED CONTROL

JOINT (BOTH SIDES)

SCHEDULED GYPSUM BOARD

SCHEDULED STEEL STUDS

TWO LAYERS 5/8 INCH

TYPE X GYPSUM BOARD

CONTROL JOINT - 2 HOUR RATING

SCHEDULED BATTS AND BLANKETS

1-5/8 INCH TYPE S SCREWS

24 INCHES O.C.

FASTENERS AS PER MANUFACTURERS' REQUIREMENTS.

PROVIDE FRAMING SPACED AT 12 INCHES

O.C. MAXIMUM AT ALL LOCATIONS WHERE

PARTITIONS SUPPORT WALL CABINETS.

PROVIDE CONTINUOUS 14 GAUGE X 6 INCH HIGH

METAL BACKER PLATE ATTACHED DIRECTLY TO

FRAMING AT ALL WALL HUNG AND FLOOR SUPPORTED

CABINETS OR WALL MOUNTED ACCESSORIES -

COORDINATE WITH DRAWINGS AND OWNER FOR

EQUIPMENT LOCATIONS.

GYPSUM WALLBOARD AS

SCHEDULED

PER PARTITION TYPE

NON-FIRE RATEDFIRE RATEDREFER TO UL JOINT

SYSTEM NUMBER

HW-D-0016

BASED ON UL JOINT

SYSTEM NUMBER

HW-D-0016

COPE WALLBOARD AROUND DECK

FLUTES. MAINTAIN 1 INCH GAP FOR

BACKER ROD AND SEALANT

BACKER ROD AND NON-HARDENING

ACOUSTICAL SEALANT AT SOUND

RATED PARTITIONS, FIRE SEALANT AT

FIRE RATED PARTITIONS

DOUBLE DEFLECTION TRACKS. ALLOW

FOR 1 INCH DEFLECTION U.N.O.

J BEAD - TAPE, SPACKLE, SAND AND PAINT

ACOUSTIC BATT INSULATION

FIRE RESISTIVE

JOINT SYSTEM

EXISTING

CONCRETE

SLAB

ENGINEERING LLP

o n e e ig h th in c h o n e fo o t

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97 8654321

F

95 WASHINGTON STREET, MORRISTOWN, NJ 07960

t. 973.539.5353

f. 973.539.0916

THE WOOLWORTH BUILDING

233 BROADWAY SUITE 2150, NEW YORK, NY 10279

t. 212.982.7900

f. 212.982.8111 www.nkarchitects.com

NK ARCHITECTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management

Replace/Install Lab Hood - Bldg. 1

561A4-20-105

REV # DATEREVISION DESCRIPTION

12-3-2021

PROF. SEAL:DESIGN APPROVED W/ COMMENTS:

151 KNOLLCROFT RD.

LYONS, NJ 07939

VA FORM

08-6231

ASBESTOS ABATEMENT CONSULTANT:

Egan Environmental Consulting, Inc.

812 OCEAN ROAD,

SPRING LAKE HEIGHTS, NEW JERSEY 07762

Tel: (914) 320-7924 Email: tom_egan2 @yahoo.com www.fellp.com

UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED

PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF STATE EDUCATION LAW.

FE PROJECT #: 20-477

100% WORKING DRAWINGS

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704 fx 855-320-8735

22 Mulberry St., Suite 2A, Middletown, NY 10940…