Bid Drawings.pdf

PROJECT TITLE:

FOR THE:

DRG NO.

Pa tr ic k

S.

S ei w el l

A

IA

, N C

A R

B , L

EE

D

A P

N J

Li c

A

I0

PA

L ic

R A

N

Y Li c

-1

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Hany Y. Salib | AIA, NCARB NJ Lic 21AI01733800 | NY Lic 032590-1 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NJ Lic 21AI01611000 | PA Lic RA403783 | NY Lic 031550-1

Timothy J. Margolin | AIA, NCARB, LEED AP NJ Lic 21AI01656800 | PA Lic RA406787 | NY Lic 037479-1

Phillip J. Cacossa | PE, LEED AP NJ Lic 24GE03704900 | PA Lic PE056000E | NY Lic 079633-1

SIGNATURE

CONSULTANTS

MEP ENGINEER:

P+A, Patti & Anthes Consulting Engineers Lead Principal John Anthes, P.E.

19 West 21st Street, Suite 403 New York, NY 10010

PHONE: (917) 470-9639

EMAIL: John.Anthes@PattiAnthes.com

LOCATION MAPKEY PLAN

A R C H I T E C T S www.drg-architects.com

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvtC:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

NORTHWEST BERGEN REGIONAL HEALTH COMMISSION

BOROUGH OF WALDWICK

TVC23-33900

BID SET:

ADMINISTRATION BUILDING SECOND FLOOR INTERIOR ALTERATIONS

01/26/2024

BLOCK:17 LOT:62.02

CVR

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

DRAWING LIST

COVER

CVR COVER SHEET

GENERAL NOTES

G-001 GENERAL INFORMATION, PARTITION TYPES, DOOR

SCHEDULE, DOOR TYPES, DOOR FRAME TYPES, SILL TYPES,

SIGNAGE, WINDOW TYPES, FIRE EXTINGUISHER

DEMOLITION

D-102 SECOND FLOOR DEMOLITION PLAN

ARCHITECTURAL

A-102 SECOND FLOOR PLAN

A-610 SECOND FLOOR FINISH PLAN

A-611 ENLARGED FLOOR FINISH PLANS & ELEVATIONS

A-702 SECOND FLOOR RCP

FIRE PROTECTION

SP-001.00 SPRINKLER COVER SHEET

SP-102.00 SPRINKLER 2ND FLOOR CONSTRUCTION PLAN

SP-501.00 SPRINKLER DETAILS, RISER DIAGRAMS AND SCHEDULES

SP-902.00 SPRINKLER 2ND FLOOR REMOVAL PLAN

PLUMBING

P-001.00 PLUMBING COVER SHEET

P-002.00 PLUMBING SPECIFICATIONS

P-102.00 PLUMBING 2ND FLOOR CONSTRUCTION PLAN

P-501.00 PLUMBING DETAILS RISER DIAGRAMS AND SCHEDULES

MECHANICAL

M-001.00 MECHANICAL NOTES, ABBREVIATIONS, AND SYMBOLS

M-002.00 MECHANICAL SPECIFICATIONS

M-003.00 MECHANICAL SPECIFICATIONS

M-004.00 MECHANICAL SPECIFICATIONS

M-101.00 MECHANICAL 2ND FLOOR CONSTRUCTION PLAN

M-601.00 MECHANICAL SCHEDULES

M-701.00 MECHANICAL DETAILS

ELECTRICAL

E-001.00 ELECTRICAL COVER SHEET

E-002.00 ELECTRICAL GENERAL NOTES

E-003.00 ELECTRICAL SPECIFICATIONS 01 OF 02

E-004.00 ELECTRICAL SPECIFICATIONS 02 OF 02

E-101.00 ELECTRICAL 2ND FLOOR POWER PLAN

E-201.00 ELECTRICAL 2ND FLOOR LIGHTING PLAN

E-501.00 ELECTRICAL ONE-LINE DIAGRAM

E-601.00 ELECTRICAL SCHEDULES

E-701.00 ELECTRICAL DETAILS

E-801.00 ELECTRICAL CONTROLS DIAGRAM

E-901.00 ELECTRICAL 2ND FLOOR REMOVAL PLAN

FIRE ALARM

FA-001.00 FIRE ALARM COVER SHEET

FA-002.00 FIRE ALARM RISER DIAGRAM

FA-101.00 FIRE ALARM 2ND FLOOR CONSTRUCTION PLAN

KEY PLAN

SCALE: N.T.S.

PR

OJ

EC

T

NO

RT

H

X

X COLUMN GRID / COLUMN DESIGNATIONS

ROOM NAME AND ROOM NUMBER DESIGNATIONS

DOOR NUMBER DESIGNATIONS - SEE DOOR AND

FRAME SCHEDULES FOR DETAILS

PARTITION TYPE DESIGNATIONS - SEE PARTITION

LEGEND AND TYPES FOR MORE INFORMATION

KEYED DEMOLITION NOTE DESIGNATION

WINDOW / VISION PANEL FRAME NUMBER DESIGNATIONS

LEVEL AND ELEVATION ABOVE DEFINED DATUM

A101

SIM

DETAIL CALLOUT DESIGNATIONS

DETAIL #

SHEET #

DETAIL #

SHEET #

SECTION/ EXTERIOR ELEVATION CALLOUT DESIGNATIONS

DETAIL #

SHEET #

INTERIOR ELEVATION CALLOUT DESIGNATIONS

INDICATES COLUMN TO RECIEVE FIRE BOARD

TREATMENT IN LIEU OF SPRAY ON TREATMENT

FE-X

PORTABLE FIRE EXTINGUISHER LOCATION SYMBOL TYPE

DESIGNATION. SEE PORTABLE FIRE EXTINGUISHER

SCHEDULE FOR DESCRIPTION OF TYPE.TYPE

DESIGN

RADON "T" VENT LOCATION DESIGNATION

V = DESIGNATES VENT THROUGH ROOF

2' X 4' SUSPENDED ACOUSTICAL CEILING SYSTEM

GYP. BD. CEILING CONSTRUCTION

GYP. BD. CEILING CONSTRUCTION W/ WATER RESISTANT FINISH

SOFFIT HEIGHT DESIGNATION -

HEIGHT ABOVE FINISHED FLOOR BELOW

C.J.

NOTE: THE FOLLOWING SYMBOLS ARE SHOWN ON THE ARCHITECTURAL

PLANS FOR GRAPHICAL PURPOSES ONLY. SEE MECHANICAL, ELECTRICAL

AND PLUMBING DRAWINGS FOR SPECIFICS IN TERMS OF SIZE, TYPE AND

CAPACITY OF ALL MECHANICAL EQUIPMENT.

2' X 4' LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION

2' X 2' LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION

1' X 4' LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION

ROUND LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION

SQUARE LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR COMPLETE DESCRIPTION

DIFFUSER / CEILING REGISTER (SUPPLY AIR)

SEE H.V.A.C. PLANS FOR COMPLETE DESCRIPTION

CEILING REGISTER (RETURN AIR)

SEE H.V.A.C. PLANS FOR COMPLETE DESCRIPTION

UVUVS

HVAC EQUIPMENT AT FLOOR LEVEL

UV = UNIT VENT

UVS = UNIT VENT SHELVING

SEE HVAC PLANS FOR COMPETE DESCRIPTION

CH

HVAC EQUIPMENT AT FLOOR LEVEL (CAB. HEATER)

SEE HVAC PLANS FOR COMPETE DESCRIPTION

T.V. MONITOR BRACKET LOCATION AT CEILING

SPRINKLER HEAD

SEE PLUMBING PLANS FOR COMPLETE DESCRIPTION

SECURITY CARD READER. SWIPE OR PROXY.

(MOUNTED 48" A.F.F. TO TOP MAX.)

ACCESSIBLE (ADA) DOOR OPERATOR BUTTON.

(MOUNTED 48" A.F.F. TO TOP MAX.)

KEYED CONSTRUCTION NOTE DESIGNATION

KEYED DEMOLITION ABATEMENT NOTE DESIGNATION

LOUVER NUMBER DESIGNATIONS

TOILET ACCESSORY NUMBER DESIGNATIONS

EQUIPMENT NUMBER DESIGNATIONS

F.R.C.J.

CONTROL JOINT DESIGNATION

FIRE RATED CONTROL JOINT DESIGNATION

EXPANSION JOINT DESIGNATIONE.J.

PHOTO NUMBER DESIGNATIONS

A101

A-101

1 1

XXX

X1 X X X

A

X

X

1t

XXX

X

R V

XX'-XX"AC

T

FA

S

GY

P

FA

S

CR

ARCHITECTURAL SYMBOL LEGEND

2' X 2' SUSPENDED ACOUSTICAL CEILING SYSTEM

Room name

150 SF

ABBREVIATION LIST

W W/ W/O

WD.

W.P.

THRU.

T.O.C.

T.O.STL.

T.O.M.

T.O.S.

T&B

TYP.

U.L.

U.N.O.

V.C.T.

VTR

V.I.F.

VERT.

SIM.

SPEC.

SQ. (IN.; FT.; YD.)

STD.

S.S.

STL.

STRUCT.

S.C.

T.B.

T.C.

TEL.

TEMP.

THK.

R

REINF.

REQD.

R.D.

SCHED.

SECT.

N.T.S.

O.C.

OPNG.

OPP.

PART.

PERF.

PLUMB.

P.C.

PT.

LB.

PREFAB.

PREFIN.

MANUF.

M.B.

MAS.

M.O.

MAT'L.

MAX.

MECH.

M.C.

MTL.

MEMB.

MIN.

N.A.

N.I.C.

HR.

IN.

INFO.

INSUL.

INT.

JT.

LAM.

L.P.

FOUND.

F.S.C.

FTG.

GA.

GALV.

G.C.

GYP.

GYP. BD.

H.V.A.C.

HT.

H.P.

H.M.

HORIZ.

EXT.

E.I.F.S.

E.P.D.M.

FAS.

FT.

F.R.P.

FIN.

F.E.

F.P.

FLSHG.

FL.

F.D.

ELEC.

E.C.

E.W.C.

ELEV.

EQ.

EQUIP.

EXIST.

EXP. JT.

CONT.

CJ

DET.

DWG.

EA.

C.B.

COL.

CONC.

C.M.U.

CONST.

C.C.

CLG.

C.L.

C.T.

BLDG.

BUR

CAB.

ARCH.

A.S.T.M.

B.F.

BD.

ALUM.

A.I.A.

ALT.

A.F.F.

WORKING POINT

WOOD

WITHOUT

WITH

WIDTH

VERTICAL

VERIFY IN FIELD

VENT THRU ROOF

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

UNDERWRITERS LABORATORY

TYPICAL

TOP & BOTTOM

TOP OF SLAB

TOP OF MASONRY

TOP OF STEEL

TOP OF CURB

THROUGH

THICK

TEMPORARY

TELEPHONE

TECHNOLOGY CONTRACTOR

TACKBOARD

STRUCT. STEEL CONTRACTOR

STRUCTURAL

STEEL

SLOP SINK

STANDARD

SQUARE

SPECIFICATION

SIMILAR

SECTION

SCHEDULE

ROOF DRAIN

REQUIRED

REINFORCE

RADIUS

PREFINISHED

PREFABRICATED

POUND

POINT

PLUMBING CONTRACTOR

PLUMBING

PERFORATE

PARTITION

OPPOSITE

OPENING

ON CENTER

NOT TO SCALE

NOT IN CONTRACT

NOT APPLICABLE

MINIMUM

MEMBRANE

METAL

MECHANICAL CONTRACTOR

MECHANICAL

MAXIMUM

MATERIAL

MASONRY OPENING

MASONRY

MARKERBOARD

MANUFACTURER

LOW POINT

LAMINATE

JOINT

INTERIOR

INSULATION

INFORMATION

INCH

HOUR

HORIZONTAL

HOLLOW METAL

HIGH POINT

HEIGHT

HEATING,VENTILATION,AIR CONDITIONING

GYPSUM BOARD

GYPSUM

GENERAL CONTRACTOR

GALVANIZE

GAUGE

FOOTING

FOOD SERVICE CONTRACTOR

FOUNDATION

FLOOR DRAIN

FLOOR

FLASHING

FIREPROOF

FIRE EXTINGUISHER

FINISH

FIBER REINFORCED POLYESTER

FEET / FOOT

FASCIA

ETHYL PROPYLENE

EXTERIOR INSULATED FINISH SYSTEM

EXTERIOR

EXPANSION JOINT

EXISTING

EQUIPMENT

EQUAL

ELEVATION

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

ELECTRICAL

EACH

DRAWING

DETAIL

CONTROL JOINT

CONTINUOUS

CONSTRUCTION

CONCRETE MASONRY UNIT

CONCRETE

COLUMN

CHALKBOARD

CERAMIC TILE

CENTERLINE

CEILING

CASEWORK CONTRACTOR

CABINET

BUILT UP ROOFING

BUILDING

BOARD

BARRIER FREE

AMERICAN SOCIETY FOR TESTING MATERIALS

ARCHITECTURAL

AMERICAN INSTITIUTE OF ARCHITECTS

ALUMINUM

ALTERNATE

ABOVE FINISH FLOOR

MECHANICAL, PLUMBING AND ELETRICAL MEP

TYPICAL FIRE EXTINGUISHER

MOUNTING HEIGHTS

4'- 0"

M

AX

PORTABLE FIRE

EXTINGUISHER SCHEDULE

N.T.S.

STEEL WALL BRACKET

MOUNTING PROVISION REQ'DMARK

FE-1

NOMENCLATURE

EXTINGUISHER

BRACKET MOUNTED

MULTI PURPOSE DRY

CHEMICAL NOM. CAPACITY

10LB. - STEEL CYLINDER W/ GAUGE

4 7 /8"

4 7/8"

5/8" 3 5/8" 5/8"

PARTIAL PLAN DETAIL

FACE LAYER: (1) LAYER 5/8"

GYPSUM FIBER PANEL

ACOUSTICAL SEALANT

3 5/8" 20 GA MTL

STUDS AT 16" O.C.

CONT. MTL TRACK

RESILIENT WALL

BASE, AS SCHEDULED

UNDERSIDE OF EXIST. GYP CEILING.

CONT. MTL TRACK

FINISH FLOOR, AS SCHEDULED

DEFLECTION TRACK

ACOUSTICAL SEALANT

NOTE: SEE FINISH SCHEDULE FOR

EXTENT & TYPE OF FINISH - TYP.

LINE OF ACT CEILING

ROOM SIDE ROOM SIDE

STRUCTURE TYPE KEY

M CMU BLOCK

S METAL STUD

F METAL FURRING

C SHAFTWALL METAL FRAMING

STRUCTURE THICKNESS KEY

0 7/8" (FURRING)

2 2 1/2" (METAL STUD, FURRING)

3 3 5/8" (METAL STUD, FURRING)

4 3 5/8" (CMU BLOCK), 4" (SHAFTWALL STUD)

6 5 5/8" (CMU BLOCK), 6" (METAL STUD, FURRING, SHAFTWALL STUD)

8 7 5/8" (CMU BLOCK)

10 9 5/8" (CMU BLOCK)

12 11 5/8" (CMU BLOCK)

14 13 5/8" (CMU BLOCK)

STRUCTURE TYPE

STRUCTURE THICKNESS

FIRE RATING

FACE CONSTRUCTION MODIFIERS

PARTITION LEGEND

FIRE RATING KEY

0 NO RATING

1 1 HOUR RATING

2 2 HOUR RATING

3 3 HOUR RATING

MODIFIERS KEY

0 NO MODIFIERS

I INTERNAL SOUND ATTENUATION BLANKETS

R RESIL. CHANNEL AT ONE SIDE, SCREW ATTACHED

TO METAL STUD

TF THERMAL: FOIL FACED GLASS FIBER BLANKET

INSULATION

X1 X X X

FACE CONSTRUCTION KEY

0. NO APPLIED FACE CONSTRUCTION

1. (1) LAYER 5/8" GYPSUM FIBER PANEL AT EACH FACE

PARTITION NOTES

1. ALL PARTITION TO RUN TO THE UNDERSIDE OF THE GYP CEILING UNLESS OTHERWISE NOTED.

4 7

/8" ROOM SIDE

4 7/8"

5/8" 3 5/8" 5/8"

PARTIAL PLAN DETAIL

3" INTERNAL SOUND

ATTENUATION BLANKETS

FACE LAYER: (1) LAYER 5/8"

GYPSUM FIBER PANEL

ACOUSTICAL SEALANT

3 5/8" 20 GA MTL

STUDS AT 16" O.C.

CONT. MTL TRACK

RESILIENT WALL

BASE, AS SCHEDULED

UNDERSIDE OF GYP CLG.

CONT. MTL TRACK

FINISH FLOOR, AS SCHEDULED

DEFLECTION TRACK

ACOUSTICAL SEALANT

NOTE: SEE FINISH SCHEDULE FOR

EXTENT & TYPE OF FINISH - TYP.

LINE OF CEILING

ROOM SIDE

SE

E

SC

HE

DU

LE

SEE SCHEDULE SEE SCHEDULE

SE

E

SC

HE

DU

LE

8" TYP.

8" T

YP

F - FLUSH FG - FULL

GLASS

TEMPERED

GLASS

2" 3' - 0" 2"

7'

- 2

7'

- 0

2"

1.0 2.0

2" 6'

- 1 0"

2"

2" 1' - 6" 2" 3' - 0" 2"

7'

- 2

TEMPERED

GLASS

7'

- 0

5'

- 8

2'

- 1 0"

7' - 0 1/2"

2" 1' - 8 1/2"

2"3' - 0"2" 1' - 8 1/2"

2"

8'

- 6

2" 1'

- 2

2" 4'

- 0

2" 2"

TEMP

GLASS

(TG), TYP.

ø 8"

ALUMINUM

TRIM , TYP.

1" 3"

2 1/2"6' - 0"2 1/2"

3'

- 0

4'

- 0

" TEMP GLASS W/

WOOD TRIM FRAME

SURROUND

2 1 /2"

4'

- 0

2 1

/2"

NEW CARPET

SCHLUTER

STRIP OR

EQUAL

EXISTING TILE

1/4 " M

AX

S1

EXIST. TILE

S2

NEW VCT

JAMB JAMB

HEAD

SEALANT AT ENTIRE

PERIMETER BOTH

SIDES (TYP.)

5/8" GYP. BD. ON

3 5/8" METAL

STUDS

H.M. FRAME W/ APPLIED

STOP FOR GLAZING

SPOT GROUT JAMB

ANCHORS AT BOTH SIDES

(TYP.)

AS APPLICABLE

EQ

EQ

5 7 /8"

2" T

YP

2" 5/8"

SEALANT AT

ENTIRE

PERIMETER BOTH

SIDES (TYP.)

H.M. FRAME W/ APPLIED

STOP FOR GLAZING

5 7 /8"

2"

5/8" 2" 5/8"

5/8" GYP. BD. ON

3 5/8" METAL

STUDS

H.M. FRAME W/

APPLIED STOP

FOR GLAZING

EQ.EQ.

5/8

2"

1 15/16" TYP.

COORDINATE TYPICAL SILL DETAILS SHOWN WITH FLOOR FINISHES

DESCRIBED IN THE FINISH SCHEDULES AND APPLY CONDITIONS IN FIELD AS

REQUIRED (TYP.)

ALL TYPICAL DETAILS WILL APPLY TO SIMILAR CONDITIONS THROUGHOUT

THE SCOPE OF THE PROJECT (TYP.)

GENERAL NOTES

COORDINATION DRAWINGS: PREPARE ACCORDING TO REQS IN INDIVIDUAL SECTIONS, AND ADDITIONALLY WHERE INSTALLATION IS NOT COMPLETELY SHOWN ON SHOP DRAWINGS, WHERE LIMITED SPACE AVAILABILITY NECESSITATES COORDINATION, OR IF COORDINATION IS REQUIRED TO FACILITATE INTEGRATION OF

PRODUCTS AND MATERIALS FABRICATED OR INSTALLED BY MORE THAN ONE ENTITY.

1. PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO A SCALE LARGE ENOUGH TO INDICATE AND RESOLVE CONFLICTS. DO NOT BASE COORDINATION DRAWINGS ON STANDARD PRINTED DATA. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:

A. USE APPLICABLE DRAWINGS AS A BASIS FOR PREPARATION OF COORDINATION DRAWINGS. PREPARE SECTIONS, ELEVATIONS, AND DETAILS AS NEEDED

TO DESCRIBE RELATIONSHIP OF VARIOUS SYSTEMS AND COMPONENTS.

B. COORDINATE THE ADDITION OF TRADE-SPECIFIC INFORMATION TO THE COORDINATION DRAWINGS BY MULTIPLE CONTRACTORS IN A SEQUENCE THAT

BEST PROVIDES FOR COORDINATION OF THE INFORMATION AND RESOLUTION OF CONFLICTS BETWEEN INSTALLED COMPONENTS BEFORE SUBMITTING

FOR REVIEW.

C. INDICATE FUNCTIONAL AND SPATIAL RELATIONSHIPS OF COMPONENTS OF ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL

SYSTEMS.

D. NDICATE SPACE REQUIREMENTS FOR ROUTINE MAINTENANCE AND FOR ANTICIPATED REPLACEMENT OF COMPONENTS DURING THE LIFE OF THE

INSTALLATION.

E. SHOW LOCATION AND SIZE OF ACCESS DOORS REQUIRED FOR ACCESS TO CONCEALED DAMPERS, VALVES, AND OTHER CONTROLS.

F. INDICATE REQUIRED INSTALLATION SEQUENCES.

G. INDICATE DIMENSIONS SHOWN ON THE DRAWINGS. SPECIFICALLY NOTE DIMENSIONS THAT APPEAR TO BE IN CONFLICT WITH SUBMITTED EQUIPMENT

AND MINIMUM CLEARANCE REQUIREMENTS. PROVIDE ALTERNATE SKETCHES TO ARCHITECT INDICATING PROPOSED RESOLUTION OF SUCH CONFLICTS.

MINOR DIMENSION CHANGES AND DIFFICULT INSTALLATIONS WILL NOT BE CONSIDERED CHANGES TO THE CONTRACT.

ARCHITECT WILL REVIEW COORDINATION DRAWINGS TO CONFIRM THAT THE WORK IS BEING COORDINATED, BUT NOT FOR THE DETAILS OF THE COORDINATION, WHICH ARE CONTRACTOR'S RESPONSIBILITY. IF ARCHITECT DETERMINES THAT COORDINATION DRAWINGS ARE NOT BEING PREPARED IN SUFFICIENT SCOPE OR DETAIL, OR ARE OTHERWISE DEFICIENT ARCHITECT WILL SO INFORM CONTRACTOR, WHO SHALL MAKE CHANGES AS DIRECTED AND RESUBMIT.

COORDINATION

EXECUTION - SPECIFICATION SECTION 017300

1. DETAILS SHOWN APPLY TO SIMILAR CONDITIONS THROUGHOUT THE PROJECT.

2. ALL EXPOSED C.M.U. CORNERS SHALL HAVE BULLNOSE EDGES.

3. ANYTHING SHOWN ON THE DRAWINGS AND NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS OR VICE VERSE, SHALL BE CONSIDERED AS BEING

SPECIFIED IN BOTH.

4. THE GENERAL CHARACTER OF THE DETAIL WORK IS SHOWN ON THE DRAWINGS BUT MINOR MODIFICATIONS MAY BE MADE IN LARGE SCALE DETAILS.

5. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE USED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS

SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION TO OTHER PARTS OF THE WORK.

6. WHERE ON ANY DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY

ALSO TO OTHER LIKE PORTIONS OF THE WORK. WHERE DETAIL IS INDICATED BY STARTING ONLY, SUCH DETAIL SHALL BE CONTINUED THROUGHOUT THE COURSES OR PARTS IN WHICH IT OCCURS AND SHALL ALSO APPLY TO ALL SIMILAR PARTS OF THE WORK UNLESS OTHERWISE INDICATED.

7. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE SCALE DRAWINGS, THE LARGER SCALE DRAWINGS SHALL GOVERN. DIMENSIONS GIVEN SHALL TAKE

PRECEDENCE OVER SCALE MEASUREMENTS.

8. ANY DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR ADJUSTMENT BEFORE ANY WORK AFFECTED THEREBY HAS BEEN PERFORMED.

9. IF ANY ERRORS, INCONSISTENCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, WHICH SHOULD

REASONABLY HAVE BEEN DISCOVERED AND CONCERNING WHICH INTERPRETATION HAD NOT BEEN OBTAINED FROM THE ARCHITECT DURING THE BIDDING PERIOD, THE CONTRACTOR SHALL, WITHIN TEN (10) CALENDAR DAYS AFTER RECEIVING WRITTEN "NOTICE OF AWARD" NOTIFY THE ARCHITECT IN WRITING OF SUCH ERROR, INCONSISTENCY OR OMISSION. IN THE EVENT THE CONTRACTOR FAILS TO GIVE SUCH NOTICE, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, INCONSISTENCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. INTERPRETATION OF THIS PROCEDURE AFTER THE TEN CALENDAR DAY PERIOD WILL BE MADE BY THE ARCHITECT AND HIS DECISION WILL BE FINAL.

10. EACH CONTRACTOR SHALL LAY OUT HIS OWN WORK AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS OF THE BUILDING, AND OTHER WORK EXECUTED BY HIM UNDER THE CONTRACT. HE MUST EXERCISE PROPER PRECAUTION TO VERIFY THE FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK AND WILL BE HELD RESPONSIBLE FOR ANY ERRORS RESULTING FROM HIS FAILURE TO EXERCISE SUCH PRECAUTION.

11. WHERE THE TERM "TYPICAL" IS USED IN THE CONSTRUCTION DOCUMENTS, THE APPLICATION / CONSTRUCTION OF THE DETAILS AND THEIR COMPONENTS SHALL BE THE SAME AT SIMILAR LOCATIONS THROUGHOUT THE PROJECT. ANY QUESTIONS WITH REGARD TO THE USE OF THE TERM "TYPICAL" SHALL BE

INTERPRETED BY THE ARCHITECT AND HIS DECISION WILL BE FINAL.

1. SEE SPECIFICATIONS

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

EE

D

AP

N J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

GENERAL INFORMATION,

PARTITION TYPES, DOOR

SCHEDULE, DOOR TYPES,

DOOR FRAME TYPES, SILL

TYPES, SIGNAGE, WINDOW

TYPES, FIRE EXTINGUISHER

CM

Checker12-14-2023

BID SET

01/26/2024

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

G-001

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

ALL DETAILS AND GRAPHIC REPRESENTATIONS SHOWN ON THIS

SHEET MAY OR MAY NOT APPLY TO THIS PARTICULAR PROJECT. SEE

ARCHITECTURAL DRAWINGS, "A" SERIES, FOR SPECIFIC REFERENCE

OR APPLICATION SHOWN AND / OR NOTED.

SCALE: 1" = 1'-0"

PARTITION TYPE S3 / 0 / 1 / 0S3 0

1 0

DOOR SCHEDULE

DO

OR

N O.

ROOM DOOR FRAME

FI

RE

R

AT

IN

G

HA

RD

W

AR

E

SE

T

SIGNAGE REMARKSNO NAME LE

AF

(S

) WIDTH

HEIGHT MATERIAL TYPE GLASS MAT TYPE

DETAILS

HEAD JAMB SILL

200A 200 OPEN OFFICE AREA 3' - 0" 7' - 2" WD F - WD 1.0 1 1 S2 01 -

201A 201 SERVER RM 3' - 0" 7' - 2" WD F - WD 1.0 1 1 S1 03 -

205A 205 OFFICE 3' - 0" 7' - 2" WD F - WD 1.0 1 1 S1 02 -

206A 206 STORAGE 3' - 0" 7' - 2" WD F - WD 1.0 1 1 S2 04 -

207A 207 CONFERENCE RM 3' - 0" 7' - 2" WD FG TEMP WD 1.0 1 1 S1 02 S - 2

207C 208 PUBLIC ENTRY 6' - 0" 7' - 2" F

208A 208 PUBLIC ENTRY 3' - 0" 7' - 0" WD WD TEMP WD 2.0 1 1 S2 01 S - 1

SCALE: 1" = 1'-0"

PARTITION TYPE S3 / 0 / 1 / IS3 0

1 I

SCALE: 1/4" = 1'-0"G-001

3 DOOR TYPES

SCALE: 1/4" = 1'-0"G-001

4 FRAME TYPES

SCALE: 1/4" = 1'-0"G-001

WINDOW TYPE 2 -

INTERIOR ELEVATION @

RECEPTION COUNTER

SCALE: 1/4" = 1'-0"G-001

WINDOW TYPE 1 -

INTERIOR ELEVATION @

VISION PANEL

SCALE: 1 1/2" = 1'-0"G-001

5 INTERIOR DOOR SILL DETAIL

SCALE: 1 1/2" = 1'-0"G-001

8 DOOR AND VISION PANEL FRAME DETAILS

SCALE: 1 1/2" = 1'-0"G-001

10 SIGNAGE - TYPES

SCALE: 1/2" = 1'-0"G-001

11 SIGNAGE - LOCATION

UPPER

LOBBY

ST

AI

R

STAIR

BOROUGH COUNCIL

CHAMBER 204B

204A

ELEVATOR

ALCOVE

MEN

204F

WOMEN

204E

J.C.

204D

OFFICE

202A

OFFICE

202B

BOOTH

202C

LOBBY/WAITING

DRINKING FOUNTAINS

MAY BE REPLACED

WITH BOTTLE

STATION

JUDGE

204C

EXISTING

BENCHES

TO REMAIN

DN

EXISTING WALL TO BE DEMOLISHED

KEYED DEMOLITION NOTE

ELEVATION REFERENCED FROM

FIRST FLOOR DATUM (O' - 0")

ACOUSTICAL CEILING DEMOLITION

GYPSUM BOARD CEILING DEMOLITION

X

1. PRIOR TO DEMOLITION, THE CONTRACTOR SHALL CONDUCT A

FIELD REVIEW OF ALL DEMOLITION ITEMS WITH THE OWNER

AND / OR OWNER'S REPRESENTATIVE FOR THE CONDITION

OF EQUIPMENT, CABINETRY, AND OTHER ITEMS TO BE

DISPOSED OF AND / OR RETAINED AND STORED IN A

LOCATION DIRECTED BY THE OWNER.

2. CONTRACTOR SHALL COORDINATE SAW CUTTING AND

TRENCHING FOR MECHANICAL, ELECTRICAL, AND PLUMBING

INFRASTRUCTURE WITH THE MEP DRAWINGS.

3. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

FOR ASSOCIATED DEMOLITION ITEMS.

4. CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS ITEMS,

INCLUDING BUT NOT LIMITED TO, SCREWS, NAILS, CLIPS,

WIRES, BOLTS, BRACKETS, ETC. AT ALL AREAS OF

RENOVATION / ALTERATION.

5. CONTRACTOR SHALL EXAMINE, PATCH, REPAIR AND PREPARE

ALL ADJACENT SURFACES AND SUBSTRATES AS REQUIRED

TO RECEIVE NEW CONSTRUCTION AND / OR FINISHES AS

INDICATED IN THE CONSTRUCTION DOCUMENTS. REFER TO

SPECIFICATION 017300 EXECUTION, SECTION 3.6 " CUTTING,

PATCHING & REPAIR (NEW & EXISTING CONSTRUCTION)" FOR

SUBSTRATE PATCHING AND REPAIR INFORMATION.

6. THE INDIVIDUAL "KEYED DEMOLITION NOTES" SHALL APPLY

TO THIS PROJECT ONLY AS KEYED ON THE DRAWING. ANY

UNUSED KEYED DEMOLITION NOTES SHALL BE CONSIDERED

"NOT APPLICABLE".

GENERAL NOTES:

GENERAL SYMBOLS:

EXISTING WALL TO REMAIN

X

PHOTO TAG

KEYED DEMOLITION

NOTES:

REMOVE EXISTING INTERIOR PARTITIONS.

2 REMOVE EXISTING DOOR(S), AND THEIR ASSOCIATED FRAMES.

3 REMOVE EXISTING FLOOR FINISH IN ITS ENTIRETY INCLUDING BASE.

4 REMOVE EXISTING CERAMIC FLOOR TILE AND BASE IN AREAS OF

PARTITION REMOVALS.

5 REMOVE PORTION OF EXISTING PARTITON TO PROVIDE NEW

DOOR OPENING.

6 EXISTING DOOR & FRAME TO BE REMOVED & SALVAGED FOR

REUSE. TO BE REVERSED IN EXISTING OPENING.

7 EXISTING GYPSUM BOARD ON BOTTOM TRUSS CHORDS TO

REMAIN, TYP.

4'

- 6

SHADED AREA

NOT IN SCOPE

7 TYP.

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

SECOND FLOOR DEMOLITION

PLAN

Author

Checker09/04/18

BID SET

01/26/2024

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

D-102

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

KEY PLAN

SCALE: N.T.S.

PR

OJ

EC

T

NO

RT

H

SCALE: 1/4" = 1'-0"D-102

1 SECOND FLOOR DEMOLITION PLAN

UPPER

LOBBY

ST

AI

R

STAIR

BOROUGH COUNCIL

CHAMBER 204B

204A

ELEVATOR

ALCOVE

MEN

204F

WOMEN

204E

J.C.

204D

OFFICE

202A

OFFICE

202B

BOOTH

202C

LOBBY/WAITING

DRINKING FOUNTAINS

MAY BE REPLACED

WITH BOTTLE

STATION

JUDGE

204C

EXISTING

BENCHES

TO REMAIN

DN

G

FI

G

FI

TV

GENERAL NOTES:

GENERAL SYMBOLS:

EXISTING WALL TO REMAIN

NEW WALL / DEMOLISHED WALL

INFILL

KEYED CONSTRUCTION

NOTE

ELEVATION REFERENCED FROM

FIRST FLOOR DATUM (O' - 0")

KEYED CONSTRUCTION

NOTES:

X

1. CONTRACTOR'S WORK SHALL BE FULLY INTEGRATED IN

ACCORDANCE WITH THE PLANS, SPECIFICATIONS, SHOP

DRAWINGS, SUBMITTALS, MANUFACTURE'S DATA AND

WARRANTY REQUIREMENTS, AND THE GENERAL CONDITIONS

OF THE PROJECT.

2. CONTRACTOR SHALL VERIFY THE LOCATIONS OF LAYOUT

CONTROLS POINTS, WORKING POINTS, BENCH MARKS, AND

MONUMENTS (ELEVATIONS) WITH THE INFORMATION PROVIDED

IN THE PLANS PRIOR TO THE COMMENCEMENT OF ANY WORK.

PROMPTLY NOTIFY THE ARCHITECT IN THE CASE OF ANY

DISCREPANCIES.

3. THE INFORMATION LISTED AS "EXISTING" WITH REGARD TO

DIMENSIONS AND CONDITIONS IS NOT GUARANTEED.

4. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND

CONDITIONS AND CONFIRM THE SAME PRIOR TO THE

FABRICATION AND INSTALLATION OF ALL MATERIALS,

PRODUCTS, AND COMPONENTS. DO NOT SCALE DRAWINGS TO

OBTAIN REQUIRED DIMENSIONS.

5. CONTRACTOR SHALL EXAMINE ALL APPLICABLE SUBSTRATES

AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE

PERFORMED AND VERIFY THAT THE WORK MAY PROPERLY

COMMENCE. DO NOT PROCEED WITH THE WORK UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN RESOLVED.

COMMENCEMENT OF THIS WORK BY THE CONTRACTOR WILL BE

CONSIDERED AS ACCEPTANCE OF THE CONDITIONS OF THESE

SUBSTRATES. ANY WORK REQUIRED TO BE REMEDIATE WORK

INSTALLED OUTSIDE THESE PARAMETERS SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO

THE OWNER.

6. COORDINATE EXACT LOCATIONS OF FIXTURES AND OUTLETS

WITH FINISH ELEMENTS.

7. WHERE MOUNTING HEIGHTS OF FIXTURES, EQUIPMENT, AND

ACCESSORIES ARE NOT INDICATED, MOUNT AS DIRECTED BY

THE ARCHITECT.

8. PROVIDE ALL ANCHORS / FASTENERS REQUIRED AND USE

METHODS NECESSARY TO SECURELY FASTEN WORK. ALLOW

FOR THERMAL EXPANSION, CONTRACTION AND BUILDING

MOVEMENT.

9. CONTRACTOR(S) SHALL COORDINATE IN ADVANCE OF

CONSTRUCTION ALL CLEARANCES REQUIRED FOR THE

INSTALLATION OF ALL MECHANICAL, ELECTRICAL, AND

PLUMBING INFRASTRUCTURE THROUGH STRUCTURAL

ASSEMBLIES, INCLUDING BUT NOT LIMITED TO, SLABS ON

GRADE, FLOORS, ROOFS, WALLS, ETC.

10. DOORS / WALLS / EQUIPMENT CONSTRUCTION SHALL PROVIDE

FOR THE APPROPRIATE MANEUVERING CLEARANCES TO

SATISFY THE "PUSH SIDE" AND "PULL SIDE" CRITERIA

ESTABLISHED IN THE ICC / ANSI A117.1 - 2009 FIGURE 404.2.3.1.

THE INFORMATION IN REFERENCE TO THE PRECEDING SHALL

BE SUBMITTED WITH THE ASSOCIATED DOOR AND FRAME

SUBMITTALS REQUIRED BY THE CONTRACT.

ALL LOOSE FURNITURE AND EQUIPMENT, INCLUDING

WORK STATION PANELS, ARE N.I.C. AND SHALL BE

SUPPLIED & INSTALLED BY OWNER. FURNITURE /

EQUIPMENT IS SHOWN FOR INFORMATIONAL &

COORDINATION PURPOSE ONLY.

2 VERIFY LOCATION OF OUTLET / DATA WITH

FURNITURE VENDOR.

122 SF

STORAGE

6A

200A

28 SF

SERVER RM

818 SF

OPEN OFFICE AREA

201A

4'

- 6

50 SF

MEDS

52 SF

KITCHENETTE

43 SF

REGISTRATION

193 SF

OFFICE

200 SF

CONFERENCE RM

61 SF

PUBLIC ENTRY

G-001

S3 0

1 0 TYP.

FE-1

FE-1

FE-1

SHADED AREA

NOT IN SCOPE

8'

- 0

12' - 9" 49' - 0" 9' - 5"

5"

3' - 9"

205A

208A

6'

- 0

1/ 2"

2'

- 0

S3 0 1 I

S3 0 1 I

207A

5'

- 0

3' - 6"

5' - 0"

4"

MI

N.

1'

- 0

3' - 0"

4' - 0" 3' - 6"

4'

- 2

3'

- 2

ALIGN

AL

IG

N

AL

IG

N

AL

IG

N

ALIGN

S3 0 1 0

S3 0 1 I

S3 0 1 I

REF.

REF.

REF.

COPY

MACH.

CL CL

A-611

A-611

A-611

A-611

A-611

G-001

4"

3/

4"

23 1/2"

2 2 2 2

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

SECOND FLOOR PLAN

Author

Checker09/04/2018

BID SET

01/26/2024

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

A-102

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

KEY PLAN

SCALE: N.T.S.

PR

OJ

EC

T

NO

RT

H

SCALE: 1/4" = 1'-0"A-102

1 SECOND FLOOR PLAN

UPPER

LOBBY

ST

AI

R

STAIR

BOROUGH COUNCIL

CHAMBER 204B

204A

ELEVATOR

ALCOVE

MEN

204F

WOMEN

204E

J.C.

204D

OFFICE

202A

OFFICE

202B

BOOTH

202C

LOBBY/WAITING

DRINKING FOUNTAINS

MAY BE REPLACED

WITH BOTTLE

STATION

JUDGE

204C

EXISTING

BENCHES

TO REMAIN

DN

FINISH LEGEND:

ACT = ACOUSTICAL CEILING TILE

CPT = CARPET (TILE)

GWB/P = GYPSUM WALLBOARD / PAINTED

MP = METAL PAN

RB = RESILIENT BASE

VCT = VINYL COMPOSITE TILE

XC = EXISTING CEILING

FLOOR FINISH LEGEND:

CPT1 = CARPET TILE

VCT1 = VINYL COMPOSITE TILE

RB1 = RESILIENT BASE

PA2 - PAINT

ACCENT COLOR & TRIM

PA1 = PAINT, FIELD COLOR

EXISTING FINISH

VCT1

CPT1

CPT1

CPT1RB1

RB1

RB1 RB1 RB1RB1 RB1

RB1

VCT1

50 SF

MEDS

28 SF

SERVER RM

52 SF

KITCHENETTE

61 SF

PUBLIC ENTRY

200 SF

CONFERENCE RM

193 SF

OFFICE

818 SF

OPEN OFFICE AREA

200 122 SF

STORAGE

43 SF

REGISTRATION

VCT1

PA1

A-6115B

5A

8'

- 0

A-6111A

A-611

2A A-611 3A

A-6114A

PA1

PA2

PA2

VCT1PA1 PA1 PA1

PA2

PA2

PA1 RB1

PA2

PA1

4B

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

SECOND FLOOR FINISH PLAN

Author

Checker09/04/2018

BID SET

01/26/2024

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

A-610

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

KEY PLAN

SCALE: N.T.S.

PR

OJ

EC

T

NO

RT

H

SCALE: 1/4" = 1'-0"A-610

1 SECOND FLOOR FINISH PLAN

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME FLOOR BASE WALL CEILING

CEILING

HEIGHT REMARKS

SECOND FLOOR PLAN

200 OPEN OFFICE AREA CPT RB GWB/P ACT 8' - 6"

201 SERVER RM VCT RB GWB/P ACT 8' - 6"

202 MEDS VCT RB GWB/P ACT 8' - 6"

203 KITCHENETTE VCT RB GWB/P ACT 8' - 6"

204 REGISTRATION CPT RB GWB/P ACT 8' - 6"

205 OFFICE CPT RB GWB/P ACT 8' - 6"

206 STORAGE VCT RB GWB/P PA PAINT EXISTING GYP CLG

207 CONFERENCE RM CPT RB GWB/P ACT 8' - 6"

208 PUBLIC ENTRY CPT RB GWB/P ACT 8' - 6"

A-6111A

6'

- 0

2' - 1"

A-611

2A

A-611 3A

2' - 1"

5'

- 7

1/ 2"

1'

- 6

2'

- 6

1'

- 6

A-6114A

2'

- 6

3'

- 1 1/

2"

2' - 1"

5'

- 7

1/ 2"

2'

- 6

REFRIGERATOR

BY OWNER

4B

A-6115B

5A

2' - 1"

2'

- 0

7' - 0"

6'

- 0

6' - 0"

6' - 0" 2' - 0" 2' - 0" 2' - 0"

2' - 0" 2' - 0" 2' - 0"

2'

- 1

0" 4"

1'

- 4

2'

- 6

" COPY

MACHINE TO

BE SELECTED

BY OWNER

1' - 0" 2' - 0" 2' - 0"

CL CL CL

PL PL PL

A.

F.

F.

RB1

A.

F.

F.

EQEQ

CL

1/

2"

23 1/2"

NEW IT CABINET

BY OWNER

2' - 6"

2'

- 1

0" 4"

1'

- 4

2'

- 6

2' - 6" 3' - 1 11/16"

7'

- 0

A.

F.

F .

EQ EQ

REFRIGERATOR

BY OWNER

RB1

2'

- 5

7' - 0"

2'

- 1

0"

A.

F.

F.

"CL

RB1

PL

SS

2'

- 5

1/ 2"

4"

2'

- 9

1/ 2"

1'

- 4

1/ 2"

2'

- 6

5' - 6"

1' - 6" 2' - 6" 1' - 6"

6'

- 8

PL PL PL

CL

A.

F.

F .

CL CL

PL PL PL

SS

RB1

6' - 0"

2'

- 5

2'

- 1

0" 5'

- 8

5"

PL

SS

CL

EQ EQ

RB1

CL CL

PLPL

SS

PL

18" 30" 18"

18" 30" 18"

CL

EQ EQ

FIRE

EXTINGUISHER

SOAP

DISPENSER

PL PL PL

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

ENLARGED FLOOR FINISH

PLANS & ELEVATIONS

CM

WB12-14-2023

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

A-611

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

DOE SUBMISSION

00/00/0000

SCALE: 1/2" = 1'-0"A-611

ENLARGED PLAN - OPEN OFFICE

AREA PLAN RM 200

SCALE: 1/2" = 1'-0"A-611

2 ENLARGED PLAN - SERVER ROOM 201

SCALE: 1/2" = 1'-0"A-611

3 ENLARGED PLAN - MEDS ROOM 202

SCALE: 1/2" = 1'-0"A-611

4 ENLARGED PLAN A - KITCHENETTE 203

SCALE: 1/2" = 1'-0"A-611

5 ENLARGED PLAN - REGISTRATION OFFICE 204

SCALE: 1/2" = 1'-0"A-611

1A ELEVATION - OPEN OFFICE AREA 200

SCALE: 1/2" = 1'-0"A-611

2A ELEVATION B - SERVER RM 201

SCALE: 1/2" = 1'-0"A-611

4A KICHENETTE - ELEVATION A

SCALE: 1/2" = 1'-0"A-611

5A ELEVATION A - REGISTRATION OFFICE 204

SCALE: 1/2" = 1'-0"A-611

3A ELEVATION - MEDS ROOM 202

SCALE: 1/2" = 1'-0"A-611

5B ELEVATION B - REGISTRATION OFFICE 204

0' 1' 2' 4' 0' 1' 2' 4' 0' 1' 2' 4' 0' 1' 2' 4'

0' 1' 2' 4'

0' 1' 2' 4'

0' 1' 2' 4'

0' 1' 2' 4'

0' 1' 2' 4' 0' 1' 2' 4'

0' 1' 2' 4'

SCALE: 1/2" = 1'-0"A-611

4B KITCHENETTE - ELEVATION B

0' 1' 2' 4'

GENERAL NOTES:

1. COORDINATION DRAWINGS: G.C. SHALL SUBMIT REFLECTED

CEILING PLAN WITHIN 90 DAYS AFTER AWARD OF CONTRACTS,

DRAWN ACCURATELY TO SCALE AND COORDINATED WITH

RELATED MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER

WORK ABOVE, PENETRATING, OR CONNECTED TO THE CEILING.

SHOW CEILING MEMBERS, METHOD OF ANCHORAGE TO

BUILDING, STRUCTURE OF HANGERS, SIZE AND LOCATION OF

INITIAL ACCESS MODULES FOR ACOUSTICAL TILE CEILINGS (IF

ANY), FIXTURES, DIFFUSERS, GRILLES, AND SPECIAL MOLDINGS,

ETC.

2. SYMBOLS AND GRAPHICAL REPRESENTATIONS OF ALL

MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT WHICH

IS AT, OR PASSES THROUGH, THE CEILING PLANE ARE FOR

GENERAL LAYOUT PURPOSES ONLY. SEE THE MEP DRAWINGS

FOR FURTHER INFORMATION RELATED TO ACTUAL EQUIPMENT

QUANTITIES AND LOCATIONS. GENERAL CONTRACTOR IS

RESPONSIBLE FOR THE COORDINATION OF ALL OF THESE

COMPONENTS BASED ON NOTE NUMBER 1.

3. ALL CEILING ELEVATIONS DENOTED BY XX'-XX" ARE AS

MEASURED FROM FINISHED FLOOR DIRECTLY BELOW. CEILING

ELEVATIONS IN CORRIDORS SHALL BE COORDINATED WITH

EXACT CONSTRUCTED HEIGHT OF DOOR / WINDOW FRAME

HEAD HEIGHT. CEILING MAY BE RAISED OR LOWERED +/-1/2"

SO THAT FINISHED CEILING IS AT BOTTOM OF DOOR / WINDOW

FRAME HEAD HEIGHT WHERE CONDITIONS EXIST.

4. SEE DRAWINGS G-701 FOR TYPICAL CEILING SYSTEM AND

MISCELLANEOUS DETAILS

5. UNLESS OTHERWISE NOTED, ALL CEILINGS, ELECTRICAL

DEVICES, GRILLES, AND THE LIKE REMOVED FOR PLUMBING,

MECHANICAL, AND ELECTRICAL SYSTEM INSTALLATION SHALL

BE REINSTALLED OR REPLACED WITH EQUALS.

6. PENDANT LIGHTS: THE BOTTOM OF FIXTURE TO BE 8'-0" AFF.

THERE NEEDS TO BE AT A MINIMUM 12" BETWEEN THE CEILING

GRID AND THE TOP OF FIXTURE.

REFLECTED CEILING

PLAN NOTES:

A. PROVIDE GYP. BD. REVEAL MOLDING (SEE SPECS) AT ALL C.M.U.

BLOCK (OR GLAZED BLOCK) / GYP. BD. FASCIA AND SOFFIT

CONDITIONS. REVEAL MOLDING SHALL RUN IN CONTINUOUS

HORIZONTAL LINES AND WHERE EXPOSED VISUALLY IN

CONTINUOUS VERTICAL LINES. SEE TYPICAL DETAILS ON G7.1.

TYPICAL AT ALL NEW / RENOVATED GYP. BD. FASCIA AND

SOFFIT CONSTRUCTION.

B. WHERE CONTRACTOR OPTS NOT TO USE GYP. BD. SUSPENSION

CEILING SYSTEM CONTRACTOR SHALL PROVIDE GYP. BD.

SOFFIT CONSTRUCTION. 5/8" GYP. BD. ON 20 GAUGE 3 5/8"

METAL STUDS AT 16" O.C. W/ ANGLE BRACING TO STRUCTURE

ABOVE IN CONCEALED AREAS. SOFFIT WIDTHS SHOWN ON

PLANS.

C. FOR CEILING HEIGHT IN STAIR AREAS, SEE STAIR SECTIONS

AND DETAILS.

D. CONTROL JOINTS SHALL BE CONTINUOUS VERTICALLY AND

HORIZONTALLY THROUGH ALL GYP. BD. SOFFITS AND FASCIAS

(TYP.)

XP

MP

XC

GWB/P

ACT

EPP

EXP

= METAL PAN

= GYPSUM WALLBOARD / PAINTED

= EXISTING PLASTER

= EXISTING CEILING

= EXPOSED PAINTED STRUCTURE

= EXPOSED PAINTED PLASTER

= ACOUSTICAL CEILING TILE

XP/PA = EXPOSED PLASTER TO BE PAINTED

XCON = EXISTING CONCRETE

CEILING FINISH

LEGEND:

PC

PA

= PAINTED CONCRETE

= PAINT

OPEN EXIST TO

CEILING ABOVE

8' - 6" 8' - 6"

RELOCATE EXIST.

LIGHT FIXTURE

EXISTEXIST

8' - 6"

8' - 6"

8' - 6" 8' - 6" 8' - 6"

8' - 6"

ELECTRICAL AND MECHANICAL FIXTURE NOTES:

IN ADDITION TO THE BRACING SYSTEM SHOWN BELOW, PROVIDE THE

FOLLOWING:

1. EACH INDIVIDUAL FIXTURE AND ATTACHMENT WITH WEIGHT OF 56 LBS

OR LESS SHALL HAVE (2) TWO NO. 12 GAUGE WIRE HANGERS ATTACHED

AT DIAGONAL CORNERS OF THE FIXTURE ATTACHED TO THE

STRUCTURE ABOVE. THESE WIRES MUST BE SLACK.

2. EACH INDIVIDUAL FIXTURE AND ATTACHMENT WITH WEIGHT OF 56 LBS

OR GREATER SHALL BE INDEPENDENTLY SUPPORTED (I.E. AT 4

CORNERS) TO THE STRUCTURE.

3/8" MIN.

3/8" MIN.

7/8" MIN.

8" MAX.

FACE OF WALL

#12 GAUGE

WIRE TYP.

SPACER BAR OR OTHER

SUITABLE SYSTEM, TO KEEP

PERIMETER COMPONENTS

FROM SPREADING APART.

(TEE COMPONENT TO TEE

COMPONENT)

TYPICAL TREATMENT OF CROSS RUNNERS, MAIN RUNNERS AND

WALL CLOSURES AT TERMINAL ENDS

NOTE:

HANGER WIRES "N" AND "S" ARE IN THE SAME VERTICAL PLANE AS THE MAIN RUNNER.

HANGER WIRES "E" AND "W" ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN RUNNER.

45 DEGREES

DEGREES

D

EG

RE

ES

#12 GAUGE SPLAY WIRE

BRACING IN PLANE OF EACH

RUNNER. VERTICAL ANGLE

45 DEGREES EN

W S

MAIN RUNNER

CROSS RUNNER

2" MAX.

NOTE:

PROVIDE SPLAY BRACING AS SHOWN (4 DIFFERENT

DIRECTIONS) AT 12'-0" O.C. MINIMUM OF (1) ONE LOCATION IN

CEILING AREAS THAT CANNOT ACCOMMODATE 12'-0" CENTERS

45 DEGREES

2" MAX.

NOTE:

GYP. BD. CEILING SUSP. SYSTEM TO RUN

THROUGH C.J. PER MANUF. RECOMMENDATIONS

GYP. BD. CONTROL JOINT.

PAINTED. COLOR TO MATCH

GYP. BD. FINISH. FOR

LOCATION OF C.J.'S SEE

REFLECTED CEILING PLANS

5/8" GYP. BD.

GYP. BD. CLG. SUSP. SYSTEM

DETAIL SHALL BE SIMILAR AT

CONVENTIONAL METAL

FRAMING SYSTEMS. (TYP.)

UNDERSIDE OF

EXIST. GYP. CEILING

UNDERSIDE OF ACT

CEILING

SEE PARTITION

TYPES FOR DETAILS

ACOUSTICAL SEALANT

STATE PLAN #

STATUS/REVISIONS

SCALE DRAWN

DATE CHECKED

AS NOTED

SHEET NO.

SHEET TITLE

DRG NO.

PROJECT TITLE

TO THE:

FOR THE:

NO DESCRIPTIONDATE

RESERVED FOR NJDCA'S ELECTRONIC STAMP

Pa tr ic k

S.

S ei w el l |

A

IA

, N

CA

RB

, L

J L ic

AI

, P

A Lic

R A4

N

Y Lic

0-

Hany Y. Salib | AIA, NCARB NY Lic 032590-1 | NJ Lic 21AI01733800 | PA Lic RA404803

Patrick S. Seiwell | AIA, NCARB, LEED AP NY Lic 031550-1 | NJ Lic 21AI01611000 | PA Lic RA403783

Timothy J. Margolin | AIA, NCARB, LEED AP NY Lic 037479-1 | NJ Lic 21AI01656800 | PA Lic RA406787

Phillip J. Cacossa | PE, LEED AP NY Lic 079633-1 | NJ Lic 24GE03704900 | PA Lic PE056000E www.drg-architects.com

A R C H I T E C T S

Design Resources Group Architects, AIA, INC.

Main Office 270 Davidson Avenue, Suite 303 Somerset, NJ 08873 T: 732 560 7900 | F: 732 560 7910

New York 47-10 Austell Place Long Island City, NY 11101 T: 347 774 3750

Pennsylvania PO Box 1309 Doylestown, PA 18901 T: 201 213 3859

C:\Users\drgaia.DRGNJ\Documents\TVC23-33900 Bergen Waldwick_Central_2020_christinamE4X72_christinamE4X72.rvt

SECOND FLOOR RCP

Author

Checker09/04/2018

BID SET

01/26/2024

NORTHWEST BERGEN REGIONAL

HEALTH COMMISSION

BOROUGH OF WALDWICK

ADMINISTRATION BUILDING SECOND

FLOOR INTERIOR ALTERATIONS

TVC23-33900

A-702

63 FRANKLIN TURNPIKE

63 FRANKLIN TURNPIKE

WALDWICK, NJ 07463

WALDWICK, NJ 07463

KEY PLAN

SCALE: N.T.S.

PR

OJ

EC

T

NO

RT

H

SCALE: 1/4" = 1'-0"A-702

1 SECOND FLOOR REFLECTED CEILING PLAN

NOT TO SCALEA-702

TYPICAL SEISMIC RESTRAINING DETAILS FOR

SUSPENDED ACOUSTICAL CEILING SYSTEMS (ZONE 2)

NOT TO SCALEA-702

SECTION DETAIL @ GYP.

BD. CONTROL JOINT

NOT TO SCALEA-702

SECTION DETAIL - TERMINATION OF GYP. BD.

WALLS TO UNDERSIDE OF EXISTING GYP

CEILING

SCOPE OF WORK

ABD AUTOMATIC BALL DRIP

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

BFP BACK FLOW PREVENTER

BOP BOTTOM OF PIPE

CL CENTERLINE

CLG CEILING

COMB COMBINATION

CP CONTROL PANEL

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DCV DOUBLE CHECK VALVE

DN DOWN

DSP DRY SPRINKLER

DPS DRY PIPE SYSTEM

DPV DRY PIPE VALVE

DR DRAIN

DU DRYER UNIT

DWG DRAWING

EL ELEVATION

EX EXISTING

F FIRE SERVICE

FCVA FLOOR CONTROL VALVE ASSEMBLY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FHV FIRE HOSE VALVE

FM FACTORY MUTUAL

FP FIRE PUMP

FS FLOW SWITCH

FSP FIRE STAND PIPE

FT FOOT, FEET

HB HOSE BIBB

HDS HEADS

HR HOUR

HZ HIGH ZONE

IE INVERT ELEVATION

INV INVERT

JP JOCKEY PUMP

JS JANITORS SINK

LZ LOW ZONE

MS MOP SINK

MTD MOUNTED

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OD OVERFLOW DRAIN

OS&Y OUTSIDE SCREW & YOKE

PG PRESSURE GAUGE

PLMB PLUMBING

PO PLUGGED OUTLET

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

RCV RISER CONTROL VALVE

RPZ REDUCED PRESSURE ZONE BFP ASSEMBLY

SQ.FT. SQUARE FOOT (FEET)

SPECS SPECIFICATIONS

SP SPRINKLER

SS SERVICE SINK

STD STANDARD

TEMP TEMPERATURE

TS TAMPER SWITCH

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

VO VALVED OUTLET

WM WATER METER

WP WATER PROOF

ABBREVIATIONS LIST IS PROVIDED FOR CONVENIENCE ONLY. NOT ALL SYMBOLS

OR ABBREVIATIONS ARE NECESSARILY USED IN THIS PROJECT.

SPRINKLER ABBREVIATIONS

DWG NO. DRAWING NAME #

IS

SU

E/ R

EV

IS

IO

N

D

AT

E

SPRINKLER DRAWING LIST

SP-902.00 SPRINKLER 2ND FLOOR REMOVAL PLAN 04

SP-102.00 SPRINKLER 2ND FLOOR CONSTRUCTION PLAN

XSP-001.00 SPRINKLER COVER SHEET 01

IS

SU

ED

F

O R

P R

O G

R

ES

S

- 0

1/

/2

SP-501.00 SPRINKLER DETAILS, RISER DIAGRAM AND SCHEDULES

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND

SHALL REPORT TO ENGINEER ANY DISCREPANCIES OR OMISSIONS THAT

WOULD INTERFERE WITH SATISFACTORY COMPLETION OF THE WORK.

2. COORDINATE THE FIRE PROTECTION SYSTEM WITH WORK OF ALL OTHER

TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL

FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE

WORKABLE INSTALLATION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING A FULL SET

OF BID DOCUMENTS AND VISIT THE SITE TO MAKE HIMSELF AWARE OF THE

TOTAL JOB BEFORE SUBMITTING HIS PRICE, FAILURE TO COMPLY SHALL

NOT HOLD THE OWNER RESPONSIBLE FOR ANY ADDITIONAL COST.

CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH FACILITY'S

BUILDING MANAGEMENT FOR HANDLING MATERIALS, AS WELL AS FOR

ALLOWABLE WORKING HOURS AND DELIVERIES.

4. NOTIFY BUILDING MANAGER AT LEAST 48 HOURS BEFORE NEW WORK OR

BEFORE SHUT DOWN OF EXISTING SERVICES. RISER SHUT DOWNS SHALL

BE PERFORMED AT TENANT'S COST, AT DESIGNATED TIMES UNDER

BUILDING MANAGER'S SUPERVISION AND ONLY WITH HIS APPROVAL.

5. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND MANUFACTURERS'

CUTS AND SAMPLES TO ARCHITECT PRIOR TO COMMENCEMENT OF SUCH

WORK.

6. THE CONTRACTOR SHALL INDICATE ON HIS SHOP DRAWING THAT ALL

PIPING LAYOUTS ARE COORDINATED WITH THE MEP AND STRUCTURAL

CONDITIONS. INCLUDE ON EACH WORKING DRAWING LAYOUT

CERTIFICATE, THAT ALL RELATED CONDITIONS HAVE BEEN CHECKED, AND

THAT NO CONFLICT EXISTS. SUBMISSION WILL NOT BE APPROVED

WITHOUT SUCH CERTIFICATION.

7. CONTRACTOR SHALL SUBMIT SPRINKLER HYDRAULIC CALCULATIONS FOR

THE ENGINEER'S REVIEW TO VERIFY THE ADEQUACY OF THE INDICATED

PIPE SIZES.

8. SPRINKLER CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST OR

OBTAIN FLOW TEST DATA TO VERIFY THE AVAILABLE WATER SUPPLY

PRESSURE AND FLOW RATE ON THE INCOMING FIRE SERVICE.

9. DRAWINGS ARE NOT TO BE SCALED.

10. CONTRACTOR SHALL COMPLY WITH ALL BUILDING DEPARTMENT AND

REGULATORY AGENCIES AND CODE REQUIREMENTS. CONTRACTOR SHALL

BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND

APPROVALS OF ALL TRADES.

11. CONTRACTOR SHALL CARRY AND DOCUMENT LIABILITY, ACCIDENT AND

PROPERTY DAMAGE INSURANCE AS REQUIRED BY COOPERATIVE

CORPORATION AND OBSERVE THEIR PERMITTED HOURS FOR WORK.

12. CONTRACTOR SHALL EXERCISE EXTREME CARE IN PROTECTING AREAS

ADJACENT TO CONSTRUCTION AREAS SHALL FULLY PROTECT THEM FROM

ANY DAMAGE RESULTING FROM CONTRACTOR'S WORKMEN,

SUBCONTRACTORS OR AGENTS, AND SHALL BE RESPONSIBLE FOR

REPAIRING, CLEANING OR REPLACING ANY SUCH DAMAGE.

13. ALL DIMENSIONS GIVEN ARE FINISH DIMENSIONS UNLESS OTHERWISE

STATED.

14. UNLESS SPECIFICALLY STATED OTHERWISE, CONTRACTOR SHALL

FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT AND

SERVICES TO COMPLETE ALL WORK AS INDICATED ON DRAWINGS AND/OR

SPECIFIED ON NOTES.

15. UNLESS SPECIFICALLY STATED OTHERWISE, CONTRACTOR SHALL FOLLOW

MANUFACTURER'S DIRECTIONS, INSTRUCTIONS AND RECOMMENDATIONS

FOR ALL MATERIALS AND PROCESSES USED IN THIS CONTRACT.

16. RELOCATE ALL EXISTING SPRINKLER MAIN AND BRANCH PIPING IN THE

AREA OF WORK THAT IS IN CONFLICT WITH THE LIGHTING FIXTURES AND

HVAC DUCTWORK.

17. THE CONTRACTOR SHALL ALLOW FOUR (4) ADDITIONAL SPRINKLERS PER

BRANCH TO BE INSTALLED BELOW AND ABOVE THE DUCTS IN MECHANICAL

ROOMS.

18. SPRINKLER HEADS SHALL NOT BE LOCATED DIRECTLY OVER ANY

ELECTRICAL AND TELEPHONE EQUIPMENT.

19. ELECTRICAL AND TELEPHONE EQUIPMENT SHALL BE PROTECTED BY A

SHIELD TO DEFLECT WATER AWAY FROM SUCH EQUIPMENT. SHIELD SHALL

BE GALVANIZED STEEL, ALUMINUM OR BRASS.

20. ACCESS DOORS ARE TO BE PROVIDED ADJACENT TO ALL VALVES.

21. SPRINKLERS IN MECHANICAL ROOM SHALL HAVE A TEMPERATURE RATING

OF 212°F. LOCATIONS, NECESSARY FOR INSPECTION AND

MAINTENANCE.

22. SPRINKLER PIPING SHALL BE INSTALLED AS PER APPROVED SHOP

DRAWINGS.

23. CONTRACTOR SHALL BASE ALL HYDRAULIC CALCULATIONS ON THE

AVAILABLE PRESSURE AND WATER FLOW DATA AT EXISTING FLOOR

CONTROL ASSEMBLY.

24. EACH CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PENETRATIONS,

CUTTING, PATCHING, SLEEVES, AND FIRESTOPPING REQUIRED TO

COMPLETE THE INSTALLATION OF ALL WORK INCLUDED UNDER THEIR

CONTRACT IN ACCORDANCE WITH THE FIRE EGRESS AND SECURITY PLAN

DRAWINGS.

25. ALL UPRIGHT SPRINKLER HEADS IN MECHANICAL AND STORAGE ROOMS

SHALL HAVE HEAD GUARDS.

26. PROVIDE HYDRAULICALLY DESIGNED SPRINKLER SYSTEM FOR ALL PIPING

NOT SIZED.

27. LOCATE ALL HORIZONTAL PIPING ABOVE SUSPENDED CEILING, UNLESS

THERE IS NO CEILING.

28. AUTOMATIC SPRINKLERS SHALL NOT BE INSTALLED IN ELEVATOR MACHINE

ROOMS AS PER NEW YORK CITY BUILDING CODE.

29. PROVIDE SPRINKLER HEADS UNDER DUCTS OVER 4'-0" IN WIDTH IN AREAS

WITHOUT HUNG CEILING.

30. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL COMPLETELY

CLEAN THE CONSTRUCTION AREA SUITABLE FOR THE OWNER'S USE,

INCLUDING REMOVAL OF ALL LABELS (AFTER ARCHITECT'S INSPECTION),

CLEANING OF ALL THE EQUIPMENT, CONSTRUCTION WORK, WINDOWS AND

OTHER WORK, NEW AND OLD, IN THAT CONSTRUCTION AREA.

31. BUILDING DEPARTMENT APPROVED PLANS SHALL BE TURNED OVER TO

OWNER AT THE COMPLETION OF THE JOB.

32. AT THE FINAL COMPLETION OF THE JOB, CONTRACTOR SHALL SUBMIT TO

THE FACILITY AND TO ENGINEER A NOTARIZED AFFIDAVIT STATING

COMPLIANCE WITH ALL PROVISIONS OF THIS CONTRACT, INCLUDING ALL

NOTES, EXCEPT FOR THOSE CHANGES SPECIFICALLY APPROVED IN

WRITING BY THE ARCHITECT.

33. CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS

CONTRACT FOR ONE YEAR, STARTING FROM DATE OF FINAL ACCEPTANCE

OF ALL WORK.

34. CONTRACTOR SHALL PROVIDE ALL FITTINGS AND PIPING REQUIRED TO

MODIFY EXISTING SPRINKLER MAIN TO ALLOW FOR INSTALLATION OF HVAC

DUCT WORK AND LIGHTING FIXTURES.

35. THE MINIMUM SPRINKLER BRANCH PIPE SIZE SHALL BE 1".

36. SPRINKLER HEADS SHALL BE ± 1/2" FROM CENTER OF TILE CONTRACTOR

SHALL ALLOW FOR ALL REQUIRED FITTINGS TO ACHIEVE THIS GOAL AND

INCLUDE IT IN HIS CONTRACT PRICE.

37. ALL DRY TYPE SPRINKLER HEADS SHALL BE INSTALLED IN TEE TYPE

FITTINGS ONLY.

38. IN AREAS OF WORK IF ANY EXISTING SPRINKLERS ARE TO REMAIN, THE

NEW SPRINKLERS ARE TO MATCH THE EXISTING MANUFACTURER, TYPE,

TEMPERATURE AND RESPONSE.

GENERAL SPRINKLER NOTES

1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT.

2. VERIFY ALL GOVERNING DIMENSIONS, PIPE SIZES AND LOCATION OF THE

PIPING AND EQUIPMENT TO BE REMOVED.

3. NOTIFY BUILDING MANAGER AT LEAST 48 HOURS BEFORE DEMOLITION

WORK OR BEFORE SHUT DOWN OF EXISTING SERVICES. RISER SHUT

DOWNS SHALL BE PERFORMED AT TENANT'S COST, AT DESIGNATED TIMES

UNDER BUILDING MANAGER'S SUPERVISION AND ONLY WITH HIS

APPROVAL.

4. ALL EQUIPMENT, PIPING, ETC. TO BE REMOVED, SHALL BE DISPOSED OF,

RELOCATED, TURNED OVER TO THE TENANT OR SALVAGED AS DIRECTED

BY THE BUILDING OWNER.

5. UPON COMPLETION OF ALL NEW WORK NO ABANDONED PIPING SHALL

REMAIN. EXISTING BRANCH PIPING SERVING REMOVED SPRINKLER SHALL

BE COMPLETELY REMOVED TO MAIN BRANCH AND CAPPED AT TEE WITH

NEW FITTINGS.

6. THE EXISTING SYSTEMS SHALL BE LEFT IN PERFECT WORKING ORDER

UPON COMPLETION OF ALL NEW WORK.

7. LOCATIONS AND SIZES OF EXISTING PIPING ARE APPROXIMATE. FIELD

VERIFY EXACT SIZES AND LOCATIONS OF ALL EXISTING PIPING AT THE

SITE.

8. NO REMOVED EXISTING PIPING FITTINGS, VALVES, FIXTURES, ETC. SHALL

BE REUSED UNLESS OTHERWISE APPROVED BY THE ENGINEER.

9. THE CONTRACTOR SHALL NOT INTERRUPT ANY OF THE SERVICES OF THE

EXISTING BUILDING NOR INTERFERE WITH THE SERVICES IN ANY WAY

WITHOUT THE EXPRESS PERMISSION IN WRITING BY THE BUILDING

MANAGER. SUCH INTERRUPTIONS AND INTERFERENCES SHALL BE MADE

AS BRIEF AS POSSIBLE AND ONLY AT THE TIME STATED BY THE BUILDING

MANAGER.

10. COORDINATE SPRINKLER HEAD LOCATION WITH EXISTING CEILING TILE

AND SOFFIT CONSTRUCTION ON SITE.

11. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING HEIGHTS AND

SPRINKLER HEAD LOCATION ON CEILING TILE.

12. CONTRACTOR & ITS SUB'S SHALL BE RESPONSIBLE FOR LOCATING ALL

EXISTING SPRINKLERS AND RELATED PIPING AND REMOVING SPRINKLERS

AND RELATED PIPING AS REQUIRED TO MEET NEW PROPOSED SPRINKLER

HEAD LAYOUT.

13. AS PART OF THIS CONTRACT, THE CONTRACTOR SHALL INCLUDE A

FIREWATCH FOR THE DURATION OF THE SPRINKLER SHUT-DOWN. WHERE

APPROVED BY BUILDING MANAGEMENT, A TEMPORARY SPRINKLER LOOP

MAY BE PROVIDED IN LIEU OF THE REQUIRED FIRE WATCH. THERE SHALL

BE NO APPROVED CHANGE ORDERS FOR THIS SCOPE.

14. CONTRACTOR SHALL EXERCISE EXTREME CARE IN PROTECTING AREAS

ADJACENT TO CONSTRUCTION AREAS, SHALL FULLY PROTECT THEM FROM

ANY DAMAGE RESULTING FROM CONTRACTOR'S WORKMEN,

SUBCONTRACTORS OR AGENTS, SHALL BE RESPONSIBLE FOR

REPAINTING, CLEANING OR REPLACING ANY SUCH DAMAGE.

15. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY

FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND FIRE

PROTECTION SYSTEMS PRIOR TO THE BEGINNING OF DEMOLITION WORK.

16. SPRINKLER COVERAGE OF THE EXISTING SPRINKLER SYSTEM OUTSIDE

THE AREA OF WORK SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

17. IN THE EVENT OF ANY DISCREPANCY BETWEEN THE DEMOLITION PLAN

AND THE CONSTRUCTION PLANS, CONSTRUCTION PLANS AND INTENT

SHALL GOVERN.

SPRINKLER REMOVAL NOTES

1. THE SPRINKLER SYSTEM IN THIS BUILDING SHALL BE IN ACCORDANCE

WITH THE 2022 NEW YORK CITY BUILDING CODE AND NFPA 13-2016.

2. OCCUPANCY CRITERIA

A. LIGHT HAZARD - OFFICE SPACE, SEATING AREA, AND CONFERENCE

ROOMS DENSITY 0.10 GPM PER SQ. FT. OVER MOST HYDRAULICALLY

DEMANDING 1500 SQ. FT. MAXIMUM COVERAGE PER SPRINKLER HEAD 225

SQ. FT. 52,000 SQ.FT. MAXIMUM AREA LIMITATION.

B. ORDINARY HAZARD GROUP 1 - MECHANICAL AND ELECTRICAL

EQUIPMENT ROOMS. DENSITY 0.15 GPM PER SQ. FT. OVER MOST

HYDRAULICALLY DEMANDING 1500 SQ. FT. MAXIMUM COVERAGE PER

SPRINKLER HEAD 130 SQ. FT. 52,000 SQ. FT. MAXIMUM AREA LIMITATION.

C. WATER CURTAIN SPRINKLER SYSTEMS - SPRINKLERS SHALL BE

HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE OF 3 GPM PER

LINEAR FOOT OF WATER CURTAIN, WITH NO SPRINKLER DISCHARGING

LESS THAN 15 GPM. SPRINKLERS SHALL BE SPACED NOT MORE THAN 6 FT

APART.

3. MINIMUM PRESSURE AND WATER DISCHARGE:

A. THE MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE 7 PSI.

4. HYDRAULICALLY CALCULATED SYSTEMS SHALL MEET THE FOLLOWING

CRITERIA:

A. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH

SUSPENDED CEILINGS SHALL BE AS INDICATED ON ARCHITECTURAL

REFLECTED CEILING PLANS WITH HEADS IN CENTER OF TILES.

B. WHENEVER ROLLED GROOVED CONNECTIONS ARE USED, ALLOWANCE

FOR ADDITIONAL PRESSURE LOSS AT GROOVES SHALL BE MADE AS

FOL…