16-2218B TOPB Police Department Reno 100% CD - 2026-01-09.pdf

BRAZILIAN AVE.

AUSTRALIAN AVE.

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MAYOR DANIELLE H. MOORE

COUNCIL PRESIDENT BOBBIE LINDSAY

COUNCIL PRESIDENT PRO-TEM LEW CRAMPTON

COUNCIL MEMBER JULIE ARASKOG

COUNCIL MEMBER TED COONEY

COUNCIL MEMBER BRIDGET MORAN

TOWN MANAGER KIRK BLOUIN

DIRECTOR OF PUBLICS WORKS H. PAUL BRAZIL, P.E.

TOWN ENGINEER PATRICIA STRAYER, P.E.

2 Harvard Cir, Suite 100 West Palm Beach, FL 33409

(561) 688 6575 ngineers, Inc.MUE 3440 N.E. 12th Avenue

Oakland Park, Florida 33334

(954) 324-4730

Certificate of Authorization No.29348

DATE:

REGISTERED ARCHITECT NO.

102,411

STATE OF FLORIDA

HEIDI RODRIGUEZ, A.I.A.

PCZ

4316 West Broward Boulevard

Plantation, Florida 33317

(954) 792-8525, (954) 337-0359 Fax

AA #26000685

Architects, Inc.

PCZ

SHEET:

SCALE:

DATE:

CHECKED:

DRAWN:

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JQ/RP/AM/VF

11-17-2025

PROJECT NO. 2218B

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COVER SHEET

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. C ou nt y

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TOWN OF PALM BEACH

POLICE STATION

RENOVATION

100% CONSTRUCTION DOCUMENTS

11/17/2025

11-17-2025

Sheet Number Sheet Name

GENERAL

COV COVER SHEET

G-000 GENERAL NOTES

G-001 DIVISION 1 SPECIFICATION SHEET

G-002 DIVISION 1 SPECIFICATION SHEET

G-003 DIVISION 1 SPECIFICATION SHEET

G-004 DIVISION 1 SPECIFICATION SHEET

G-005 DIVISION 1 SPECIFICATION SHEET

G-006 DIVISION 3 SPECIFICATION SHEET

G-007 DIVISION 8 SPECIFICATION SHEET

G-008 DIVISION 9 SPECIFICATION SHEET

ARCHITECTURE EXISTING (FOR REFERENCE)

AE-0.00 EXISTING ARCHIECTURAL SITE PLAN

AE-0.01 GARAGE LEVEL - EXISTING FLOOR PLAN

AE-1.00 GROUND LEVEL - EXISTING FLOOR PLAN

AE-1.20 GROUND LEVEL - EXISTING REFLECTED CEILING PLAN

AE-2.00 SECOND LEVEL - EXISTING FLOOR PLAN

AE-2.20 SECOND LEVEL - EXISTING REFLECTED CEILING PLAN

AE-3.00 EXISTING ELEVATIONS

AE-3.01 EXISTING ELEVATIONS

AE-3.02 EXISTING 3D VIEWS

0.4 DEMO

D-0.00 GARAGE LEVEL - DEMOLITION FLOOR PLAN

D-0.01 GARAGE LEVEL - DEMOLITION REFLECTED CEILING PLAN

D-1.00 GROUND LEVEL - DEMOLITION FLOOR PLAN

D-1.01 GROUND LEVEL - DEMOLITION REFLECTED CEILING PLAN

D-2.00 SECOND LEVEL - DEMOLITION FLOOR PLAN

D-2.01 SECOND LEVEL - DEMOLITION REFLECTED CEILING PLAN

TEMPORARY CONSTRUCTION

AT-0.00 TEMPORARY CONSTRUCTION - SITE PLAN

AT-1.00 PHASING PLAN

ARCHITECTURAL / LIFE SAFETY

LS-1.00 CODE ANALYSIS - LIFE SAFETY PLAN

LS-1.01 GROUND LEVEL - LIFE SAFETY PLAN

LS-1.02 SECOND LEVEL - LIFE SAFETY PLAN

ARCHITECTURE

A-0.00 GARAGE LEVEL - OVERALL PROPOSED FLOOR PLAN

A-1.00 GROUND LEVEL - OVERALL PROPOSED FLOOR PLAN

A-0.20 GARAGE LEVEL - OVERALL PROPOSED REFLECTED CEILING PLAN

A-1.20 GROUND LEVEL - OVERALL PROPOSED REFLECTED CEILING PLAN

A-2.00 SECOND LEVEL - OVERALL PROPOSED FLOOR PLAN

A-2.20 SECOND LEVEL - OVERALL PROPOSED REFLECTED CEILING PLAN

A-3.00 EXTERIOR ELEVATIONS

A-3.01 EXTERIOR ELEVATIONS

A-3.02 ENLARGED EXTERIOR ELEVATIONS

A-3.10 BUILDING SECTION

A-3.20 BUILDING SECTION

A-3.30 SECTIONS AND DETAILS

A-4.15 ADA TYPICAL DETAILS

A-4.16 ADA TYPICAL DETAILS

A-4.00 GROUND LEVEL - MEN'S & WOMEN'S RESTROOMS AND LOCKER ROOM - ENLARGED FLOOR PLAN

A-4.01 GROUND LEVEL - MEN'S & WOMEN'S RESTROOMS AND LOCKER ROO - DIMENSIONS

A-4.02 GROUND LEVEL - MEN'S & WOMEN'S RESTROOMS AND LOCKER ROOM - ENLARGED REFLECTED

CEILING PLAN

A-4.03 GROUND LEVEL - MEN'S RESTROOMS AND LOCKER ROOM - INTERIOR ELEVATIONS

A-4.04 GROUND LEVEL - WOMEN'S RESTROOMS AND LOCKER ROOM - INTERIOR ELEVATIONS

A-4.05 GROUND LEVEL - ADA RESTROOMS - ENLARGED FLOOR PLANS AND REFLECTED CEILING PLAN

A-4.06 GROUND LEVEL - ADA RESTROOMS - INTERIOR ELEVATIONS

Sheet Number Sheet Name

A-4.07 SECOND LEVEL - ADA RESTROOMS - ENLARGED PLAN

A-4.08 SECOND LEVEL - ADA RESTROOMS - INTERIOR ELEVATIONS

A-5.00 WALL TYPES

A-5.01 WALL TYPES (OLD)

A-6.00 DOOR SCHEDULE - DOOR DETAILS

A-7.00 FINISH FLOOR PLAN

A-7.01 FINISH SCHEDULE

A-8.00 PERSPECTIVE DRAWING

STRUCTURE

S-0.00 STRUCTURAL NOTES ,SYMBOLS AND INDEX

S-0.01 ABBREVIATIONS, CONCRETE TABLE DEADLINE TABLE & REPAIR NOTES

S-1.00 GROUND FLOOR DEMO AND NEW CONSTRUCTION PARTIAL PLANS

S-2.00 SECTION AND DETAILS

S-2.01 SECTION AND DETAILS

S-3.00 SCHEDULES

PLUMBING

P-001 GENERAL NOTES, LEGEND & SPECS - PLUMBING

PE-100F LOWER LEVEL FOUNDATION - OVERALL EXISTING PLAN - PLUMBING

PE-100 LOWER LEVEL - OVERALL EXISTING PLAN - PLUMBING

PE-101 GROUND FLOOR - OVERALL EXISTING PLAN - PLUMBING

PE-102 2ND FLOOR - OVERALL EXISTING PLAN - PLUMBING

PD-100F LOWER LEVEL FOUNDATION - OVERALL DEMOLITION PLAN - PLUMBING

PD-100 LOWER LEVEL - OVERALL DEMOLITION PLAN - PLUMBING

PD-101 GROUND FLOOR - OVERALL DEMOLITION PLAN - PLUMBING

PD-102 2ND FLOOR - OVERALL DEMOLITION PLAN - PLUMBING

P-100 OVERALL - LOWER PLAN - PLUMBING

P-101 OVERALL - GROUND FLOOR PLAN - PLUMBING

P-102 OVERALL - 2ND FLOOR PLAN - PLUMBING

P-401 OVERALL WASTE AND VENT RISER - PLUMBING

P-402 BUILDING NORTH HALF DOMESTIC WATER RISER - PLUMBING

P-403 BUILDING SOUTH HALF DOMESTIC WATER RISER - PLUMBING

P-501 DETAILS - PLUMBING

P-601 SCHEDULES - PLUMBING

FIRE

F-001 GENERAL NOTES - FIRE PROTECTION

FD-101 GROUND FLOOR - OVERALL DEMOLITION PLAN - FIRE PROTECTION

FD-102 2ND FLOOR - OVERALL DEMOLITION PLAN - FIRE PROTECTION

F-101 OVERALL - GROUND FLOOR PLAN - FIRE PROTECTION

F-102 OVERALL - 2ND FLOOR PLAN - FIRE PROTECTION

F-501 DETAILS - FIRE PROTECTION

MECHANICAL

M-001 GENERAL NOTES - HVAC

MD-100 PARKING GARAGE - OVERALL DEMOLITION PLAN - HVAC

MD-101 GROUND FLOOR - OVERALL DEMOLITION PLAN - HVAC

MD-102 2ND FLOOR - OVERALL DEMOLITION PLAN - HVAC

M-100 OVERALL - PARKING GARAGE FLOOR PLAN - HVAC

M-101 OVERALL - GROUND FLOOR PLAN - HVAC

M-102 OVERALL - 2ND FLOOR PLAN - HVAC

M-501 SCHEDULES & DETAILS - HVAC

ELECTRICAL

E-001 GENERAL NOTES AND SYMBOL LEGEND - ELECTRICAL

ED-101 GROUND FLOOR - OVERALL DEMOLITION PLAN - ELECTRICAL

ED-102 2ND FLOOR - OVERALL DEMOLITION PLAN - ELECTRICAL

E-101 OVERALL - GROUND FLOOR PLAN - ELECTRICAL

E-102 OVERALL - 2ND FLOOR PLAN - ELECTRICAL

E-201 PARTIAL ONE-LINE DIAGRAM - ELECTRICAL

DRAWING INDEX

LOCATION MAP

NO. REVISION DATE

100% CD 11/17/2025

TOWN OFFICIALS

PROJECT DESCRIPTION

THE PROJECT IS A RENOVATION TO THE LOCKER ROOMS AND RESTROOMS FOR TOWN OF PALM BEACH POLICE DEPARTMENT INCLUSIVE OF THE

REPLACEMENT OF THE BUILDING'S EXISTING SANITARY AND DOMESTIC WATER PIPES.

THIS PROJECT IS BEING UNDERTAKEN TO SUPPORT THE TOWN OF PALM BEACH POLICE DEPARTMENT'S ORGANIZATIONAL GROWTH AND TO ENHANCE THE FUNCTIONALITY OF ITS EXISTING FACILITIES. THE PLANNED IMPROVEMENTS WILL PROVIDE UPDATED, RELIABLE, AND APPROPRIATELY SIZED SPACES THAT

BETTER SERVE THE DEPARTMENT'S CURRENT AND FUTURE OPERATIONAL NEEDS.

THE EXISTING STRUCTURE IS CONSTRUCTED ON A THICK MONOLITHIC SLAB FOUNDATION LOCATED BELOW THE WATER TABLE WHICH SHALL NOT BE

MODIFIED AND LOAD-BEARING INTERIOR WALLS SUPPORTING THE FLOORS ABOVE.

THE PROJECT CONSISTS OF THE RENOVATION OF THE POLICE STAFF ONE (1) MEN'S AND ONE (1) WOMEN'S LOCKER ROOMS, WITH TOTAL OF TWO (2) RESTROOM SPACES, AND TWO (2) PUBLIC RESTROOM SPACES AND THE RENOVATION AND EXPANSION OF THE LOCKER ROOMS FOR THE TOWN OF PALM BEACH POLICE DEPARTMENT. THE SCOPE INCLUDES UPDATING THE RESTROOM FACILITIES AND REPLACING THE AGING SANITARY AND DOMESTIC WATER PIPING THROUGHOUT THE BUILDING. A VIDEO INSPECTION OF ALL PIPING LOCATED BELOW THE BUILDING'S SLAB FOUNDATION SHALL BE PERFORMED TO ASSESS PIPE INTEGRITY AND DETERMINE WHETHER PIPE LINING IS A FEASIBLE ALTERNATIVE TO FULL REPLACEMENT IN ORDER TO AVOID ANY

MODIFICATION TO THE EXISTING SLAB.

THE PROJECT ALSO INCLUDES ENCLOSING PORTIONS OF THE EXISTING EXTERIOR ARCADE TO ACCOMMODATE THE LOCKER ROOM EXPANSION. THIS WORK WILL REQUIRE SELECTIVE SLAB MODIFICATIONS, NEW MASONRY CONSTRUCTION, EXTERIOR STUCCO APPLICATION, AND NEW INTERIOR MEP INFRASTRUCTURE TO INTEGRATE THE EXPANDED AREA WITH THE EXISTING BUILDING SYSTEMS.

WOODWORK NOTESGENERAL NOTES GENERAL NOTES CONSTRUCTION NOTES REFLECTED CEILING NOTES POWER & COMMUNICATION NOTES FINISH NOTES

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THE ARCHITECT SHALL BE NOTIFIED OF ANY

DISCREPANCIES OR OMISSIONS WHICH WOULD

INTERFERE WITH THE SATISFACTORY COMPLETION

OF THE WORK, PRIOR TO THE START OF ANY AND

ALL WORK.

ALL WORK IS TO CONFORM TO ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS AND SHALL BE

NEW AND BEST QUALITY OF THE KINDS SPECIFIED.

NO MATERIAL SUBSTITUTIONS SHALL BE MADE.

ARCHITECT WILL CONSIDER MATERIAL CHANGE

REQUESTS ON AN INDIVIDUAL BASIS. CONTRACTOR

SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN

APPROVAL BY ARCHITECT PRIOR TO THE START OF

ANY WORK.

ALL SUBCONTRACTORS' SHOP DRAWINGS SHALL BE

SUBMITTED TO THE ARCHITECT FOR APPROVAL

THROUGH THE GENERAL CONTRACTOR PRIOR TO

WORK BEING PERFORMED, UNLESS OTHERWISE

NOTED.

THE GENERAL CONTRACTOR SHALL MAINTAIN AND

OPERATE AN ONSITE FIELD OFFICE TELEPHONE

AND FAX MACHINE AT ALL TIMES DURING THE

COURSE OF CONSTRUCTION WORK.

WORKMEN WILL BE ASSIGNED ONE TOILET AREA

WHICH THE GENERAL CONTRACTOR WILL PROVIDE

AND BE RESPONSIBLE FOR CLEANING, MAINTAINING,

AND UPON COMPLETION OF THE WORK, RESTORING

TO ITS ORIGINAL CONDITION.

21.

22. THE GENERAL CONTRACTOR SHALL ENSURE THAT

ALL SUBCONTRACTOR PERSONNEL ARE PROPERLY

IDENTIFIED AT THE ENTRANCE TO THE WORK SITE

AND THROUGHOUT ALL WORK ACTIVITIES. EACH

INDIVIDUAL MUST DISPLAY THE REQUIRED

IDENTIFICATION AND POSSESS THE NECESSARY

SECURITY CLEARANCE AS ISSUED BY THE TOWN OF

PALM BEACH (FDLE CLEARANCE). THE TOWN OF

PALM BEACH SHALL PROVIDE THE PROCUREMENT

DOCUMENTATION OUTLINING THE STANDARD

OPERATING PROCEDURE (SOP) FOR OBTAINING

AND VERIFYING SUCH CLEARANCE.

ALL LADDERS, BAKERS, AND SCAFFOLDING SHALL BE

IN GOOD OPERATING CONDITION. ALL DAMAGED

LADDERS, BAKERS, AND ROLLING SCAFFOLDING

WILL BE IMMEDIATELY REMOVED FROM THE JOB SITE.

23.

DRYWALL AT TOILET ROOMS USED FULL HEIGHT

ONE PIECE BOARDS SHALL BE USED AROUND SINKS

AND SHOWERS TO BE CEMENT BOARD.

ALL DRYWALL PARTITIONS SHALL BE PROPERLY

BRACED.

PROVIDE ACCESS DOORS FOR PLUMBING,

ELECTRICAL, ETC. AS REQUIRED TO ACCESS

EQUIPMENT OR CONTROLS. LOCATION TO BE

APPROVED BY ARCHITECT.

ALL LOCKSETS SHALL BE MASTER KEYED AS

REQUIRED BY THE OWNER. SEE DOOR SCHEDULE &

HARDWARE SCHEDULE FOR INFORMATION.

SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE

CIRCUITING, EMERGENCY AND EXIT LIGHTING,

SMOKE DETECTORS, STROBE LIGHTING, ALARM

SPEAKERS, SWITCHING AND RELATED WORK.

CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE

WATTAGE (MAX.) AND PROVIDE PROPER NUMBER

OF SWITCHES AT THAT LOCATION TO SERVICE

INDICATED LIGHT FIXTURES.

GENERAL CONTRACTOR SHALL PROVIDE A

COMPOSITE CEILING PLAN (3/8" = 1'-0" MIN.) AND

NECESSARY SHOP DRAWINGS COORDINATING ALL

TRADES, SHOWING THE LOCATION OF SUSPENSION

MEMBERS, LIGHT FIXTURES, EMERGENCY AND EXIT

LIGHTING, HVAC FIXTURES, DRAPERY POCKETS,

FIRE DAMPERS, ACCESS DOORS, FASCIAS, SOFFITS

AND ALL OTHER ITEMS PENETRATING OR ATTACHED

TO THE CEILING.

SEE REFLECTED CEILING PLAN FOR CEILING

HEIGHTS.

MAINTAIN CEILING HEIGHT THROUGHOUT. NOTIFY

ARCHITECT OF ANY COMPLICATIONS WITH HEIGHT.

GENERAL CONTRACTOR SHALL REMOVE CEILING

TILE AS REQUIRED BY THE TELEPHONE COMPANY,

OR OTHER COMMUNICATIONS AGENCY AUTHORIZED

BY THE ARCHITECT FOR TELEPHONE AND SIGNAL

CABLE INSTALLATION, AND REPLACE TILE WHEN

WORK IS COMPLETED.

GENERAL CONTRACTOR SHALL VERIFY THE

AVAILABLE ELECTRIC SERVICE AND ADVISE THE

ARCHITECT OF HIS FINDINGS PRIOR TO SUBMITTING A

BID.

EXCEPT AS NOTED, ALL ELECTRICAL AND

TELEPHONE WALL OUTLETS ARE TO BE MOUNTED

AS INDICATED BY MEP DRAWINGS.

SHOULD JOB CONDITIONS REQUIRE RELOCATION

OF PLANNED TELEPHONE OR ELECTRICAL OUTLETS

FOR ANY REASON, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT FOR APPROVAL OF

ALTERNATE LOCATION PRIOR TO THE START OF

ANY WORK.

CARPET CONTRACTOR SHALL INSPECT THE SUB-

FLOOR PRIOR TO COMMENCEMENT OF WORK. THEY

SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY

CONDITIONS WHICH WILL PREVENT HIM FROM

PRODUCING SATISFACTORY FINISH WORK.

FLOORS MUST BE FREE OF DUST, OIL AND ALL

FOREIGN MATTER. BUILDING MUST BE A MIN. OF

65°, 24 HOURS PRIOR TO INSTALLATION OF FLOOR

COVERING. CRACKS 1/16" OR MORE, HOLES, AND

OTHER UNEVENNESS MUST BE FILLED WITH A

LATEX BASE FLOOR FILLER; HIGH SPOTS MUST BE

LEVELED. FLOOR MUST BE SWEPT CLEAN, WET

MOPPED WITH WARM WATER AND SWEPT AGAIN.

IF SWEEPING LEAVES A RESIDUE, FLOORS SHALL

BE VACUUMED.

ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL

AND MUNICIPAL BUILDING CODES, AS WELL AS ANY

AND ALL REGULATORY AGENCIES, INCLUDING, BUT

NOT LIMITED TO, OSHA, ETC. GENERAL NOTES

SHALL APPLY TO ALL DRAWINGS.

THE TERMS "CONSTRUCTION CONTRACTOR,"

"GENERAL CONTRACTOR," "G.C." AND

"CONTRACTOR" SHALL BE UNDERSTOOD TO BE

THE SAME UNLESS SPECIFICALLY NOTED

OTHERWISE.

THE GENERAL CONTRACTOR SHALL VERIFY ALL JOB

CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO

CONSTRUCTION, AND AS ANTICIPATED OR

INFERRED PRIOR TO PRICING OR BIDDING.

THE CONTRACTOR SHALL HAVE HAD EXPERIENCE

ON AT LEAST THREE PROJECTS INVOLVING

QUALITIES AND COMPLEXITIES AT LEAST EQUAL TO

THOSE REQUIRED UNDER ALL DIVISIONS DETAILED

IN THESE DRAWINGS.

ALL WORKMEN PERFORMING UNDER THIS WORK

SHALL BE SKILLED WORKMEN IN THEIR RESPECTIVE

TRADES.

ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS

SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED

FULLY UNDERSTOOD IN ALL RESPECTS BY THE

GENERAL CONTRACTOR, AND THEY WILL BE

RESPONSIBLE FOR ANY MISINTERPRETATIONS OR

CONSEQUENCES THEREOF FOR ALL WORK ON ALL

DRAWINGS.

GENERAL CONTRACTOR SHALL REVIEW AND

FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES &

SPECIFICATIONS, DWG. AND DETERMINE WHICH

NOTES APPLY DIRECTLY TO HIS RESPONSIBILITY.

EACH SUBTRADE WILL BE RESPONSIBLE FOR

REVIEWING THE ENTIRE SET OF DRAWINGS AND

NOTING THEIR WORK AS APPLICABLE. ALL WORK

INDICATED OR INFERRED ON THE DRAWINGS WILL BE

DEEMED AND INCLUDED IN ALL CONTRACTORS'

COSTS.

G.C. SHALL BE RESPONSIBLE TO PICK UP THE

BUILDING PERMIT AT THE BUILDING DEPARTMENT

OFFICES.

G.C. SHALL PROVIDE ALL THE DRAWINGS,

COMPLETED PAPERWORK AND CERTIFICATES OF

INSPECTION AND SHALL PERFORM ALL THE

CONTROLLED INSPECTIONS AS REQUIRED FOR

BUILDING DEPARTMENT APPROVAL.

UPON COMPLETION OF THE JOB, THE GENERAL

CONTRACTOR SHALL SUBMIT CERTIFICATES OF

INSPECTION AND A CERTIFICATE OF SUBSTANTIAL

COMPLETION (A.I.A. DOCUMENT #G-704).

THE GENERAL CONTRACTOR SHALL SUBMIT IN

WRITING ALL PROPOSALS FOR ADDITIONAL WORK

TO THE ARCHITECT'S OFFICE FOR REVIEW AND

APPROVAL. NO WORK IS TO PROCEED UNTIL A

SIGNED AUTHORIZATION TO PROCEED IS RETURNED

TO THE GENERAL CONTRACTOR.

THE ARCHITECT RESERVES THE RIGHT TO LET OTHER

CONTRACTS IN CONNECTION WITH THE WORK OF

THE PROJECT. THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR COORDINATION OF WORK AND

ESTABLISHING SCHEDULES FOR ALL TRADES; THEY

SHALL AFFORD OTHER CONTRACTORS REASONABLE

OPPORTUNITY FOR THE INTRODUCTION AND

STORAGE OF THEIR MATERIALS AND EQUIPMENT

AND THE EXECUTION OF THEIR WORK.

CONTRACTOR SHALL SCHEDULE ALL WORK TO

CONFORM TO THE GENERAL CONSTRUCTION

SCHEDULE AND SHALL COOPERATE WITH OTHER

CONTRACTORS IN THE REQUIRED SEQUENTIAL

INSTALLATION SCHEDULE AS APPROVED BY THE

ARCHITECT.

DRAWINGS ARE NOT TO BE SCALED;

DIMENSIONS SHALL GOVERN. AND SHALL BE

COORDINATED WITH EXISTING CONDITIONS.

THE GENERAL CONTRACTOR SHALL HAVE A

COMPETENT SUPERINTENDENT ON THE PREMISES

AT ALL TIMES WHEN WORK IS IN PROGRESS.

THE GENERAL CONTRACTOR WILL BE RESPONSIBLE

FOR ALL COSTS INCURRED FOR DAMAGES CAUSED

BY HIS SUBCONTRACTORS.

GENERAL CONTRACTOR IS RESPONSIBLE TO

PROTECT AS REQUIRED ALL OWNER OCCUPIED

AREAS WHERE FINISH WORK OR GENERAL

CONSTRUCTION IS TO BE PERFORMED. GENERAL

CONTRACTOR TO INSTALL ADEQUATE PROTECTION

OF BUILDING PAPER, MASONRIES, OR OTHER

APPROVED MATERIAL ON ALL FINISHED SURFACES

AS DIRECTED BY THE ARCHITECT PRIOR TO THE

OWNER'S MOVING DATE, AND SHALL REMOVE SAME

FOLLOWING COMPLETION OF THE MOVE.

GENERAL CONTRACTOR IS RESPONSIBLE TO

THOROUGHLY VACUUM CLEAN ALL CARPETED

AREAS, CLEAN ALL FLOORING, MILLWORK, ETC,

AND UNCOVER AND VACUUM OUT ALL CONVECTOR

UNITS AFTER THE INSTALLATION IS COMPLETED,

AND MAINTAIN CONDITION THROUGH THE TENANT'S

MOVE-IN.

GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN

UP AND REMOVE FROM THE PREMISES ALL WASTE

MATERIALS, RUBBISH, WRAPPINGS, AND SELVAGES

AS GENERATED BY THE CONSTRUCTION,

DEMOLITION AND/OR THE DELIVERY AND

INSTALLATION OF ANY PRODUCTS, MATERIALS, OR

EQUIPMENT WHICH IS PART OF HIS CONTRACT.

THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING THE CLEANLINESS

OF THE WORK AREA AND THE AREAS INVOLVED IN

THE DELIVERY OF HIS MATERIALS.

FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB

SITE DURING CONSTRUCTION.

ALL FIRE EXITS SHALL BE KEPT CLEAR AND

ACCESSIBLE AT ALL TIMES.

ALL WINDOWS SHALL BE KEPT CLOSED IN THE

WORK AREAS.

PROTECTIVE EYE GOGGLE WILL BE WORN DURING

ANY CUTTING, WHETHER BY HAND OR BY

MECHANICAL MEANS, OF FLOORS, WALLS, AND

ARCHES.

ALL ELECTRIC HAND TOOLS MUST BE GROUNDED

PROPERLY.

FINAL PLACEMENT OF ALL PARTITIONS TO BE

APPROVED IN THE FIELD BY ARCHITECTS'

REPRESENTATIVE PRIOR TO COMMENCEMENT OF

ANY WORK.

THE GENERAL CONTRACTOR SHALL LAYOUT

PARTITIONS STARTING FROM CONDITIONS WHERE

ALIGNMENT WITH EXISTING CONSTRUCTION IS

SHOWN.

ALL PARTITION DIMENSIONS ARE FROM FINISHED

SURFACE OR FROM FACE OF CONCRETE BLOCK

WALL, UNLESS OTHERWISE NOTED.

WHERE A PARTITION MEETS THE WINDOW MULLION,

PROVIDE A CONTINUOUS COMPRESSIBLE FILLER

STRIP. A SOUNDPROOFING FILLER PANEL SHALL

BE USED INSIDE THE METAL CONVECTOR

ENCLOSURE TO PREVENT SOUND TRANSMISSION

BETWEEN OFFICES.

ALL METAL TRIMS ON GYPSUM BOARD PARTITIONS

SHALL BE TYPE #200 SERIES AS MANUFACTURED

BY U.S. GYPSUM OR EQUAL.

ALL DRYWALL SHALL BE INSTALLED VERTICALLY IN

FULL LENGTH SECTIONS.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR TAPING AND SPACKLING OF GYPSUM BOARD

INSTALLED, AS WELL AS PATCHING AND REPAIRING

ALL WALLS, CEILINGS, AND COLUMNS TO REMAIN AS

EXISTING.

GENERAL CONTRACTOR SHALL CAP ALL EXPOSED

EXISTING PIPING NOT BEING USED BEHIND FINISH

SURFACE.

ALL FIREPROOFING ON STEEL MUST BE REPLACED

IF DAMAGED OR MISSING AT CONTRACTOR'S

EXPENSE.

THE GENERAL CONTRACTOR SHALL FAMILIARIZE

THEMSELF WITH ALL EXISTING CONDITIONS ON THE

SITE WHICH MIGHT REQUIRE ACCESS DOORS, AND

SHALL INCLUDE IN HIS BID AS A SEPARATE PRICE

THE COST OF FURNISHING AND INSTALLING THESE

ACCESS DOORS, STATING QUANTITY AND UNIT COST.

ALL EXISTING DOORS, DOOR FRAMES OR

HARDWARE TO REMAIN OR BE REUSED SHALL BE

PATCHED, REPAIRED, UNDERCUT, OR ADJUSTED AS

REQUIRED FOR A PROPER INSTALLATION.

ALL DOORS WITHIN SCOPE, EXISTING AND NEW, TO BE

UNDERCUT TO 5/8" A.F.F UNLESS OTHERWISE NOTED.

ALL DOORS (NEW AND EXISTING) SHALL HAVE

DOOR STOPS AND BUMPERS OR SILENCERS. DOOR

STOPS TO BE FLOOR MOUNTED TYPE, UNLESS

OTHERWISE NOTED.

CONTRACTOR SHALL FURNISH AND INSTALL

FIREPROOF BLOCKING IN CEILINGS OR PARTITIONS

AS REQUIRED, OR WHERE WALL-MOUNTED

EQUIPMENT OR CABINETRY IS INDICATED, FOR A

COMPLETE INSTALLATION.

THE GENERAL CONTRACTOR IS RESPONSIBLE TO

PROVIDE AND INSTALL ALL BLOCKING AND

GROUNDS AS REQUIRED FOR THE INSTALLATION OF

WINDOW BLINDS, DRAPERIES, AND CURTAINS, AS

REQUIRED, USING FIRE-RETARDANT WOOD.

ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL

BE SUPPLIED, INSTALLED, CONNECTED, ERECTED,

CLEANED, AND CONDITIONED AS DIRECTED BY THE

SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH

ACCEPTED INDUSTRY STANDARD PRACTICE.

G.C. IS RESPONSIBLE TO BALANCE THE HVAC

SYSTEM AFTER THE INSTALLATION IS COMPLETED

AND SUBMIT A WRITTEN REPORT TO THE

ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL.

ALL EXHAUST FAN EQUIPMENT TO BE LOCATED

OUTSIDE THE SPECIFIED ROOM AND DUCTED INTO

THE SPACE TO THE CEILING REGISTER. ALL

EXHAUST FANS TO BE CONTROLLED BY A (RED)

PILOT LIGHT WALL MOUNTED SWITCH.

SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT

SHOP DRAWING TO ARCHITECT'S OFFICE FOR

REVIEW AND APPROVAL OF ALL SPRINKLER HEAD

LOCATIONS PRIOR TO FABRICATION OF ANY WORK.

INSTALL DIRECTIONAL ACOUSTICAL TILE WITH THE

GRAIN IN ONE DIRECTION ONLY IN ANY SINGLE

SPACE, AS DIRECTED BY THE ARCHITECT.

ALL SPRINKLER HEADS AT GYPSUM OR ACT

CEILINGS SHALL BE REINSTALLED AS REQUIRED TO

MATCH EXISTING. SPRINKLER HEADS SHALL BE

CENTERED IN TILES.

SEE ENGINEER'S DRAWINGS FOR ALL SPRINKLER

HEADS AND RELATED WORK. ARCHITECT'S

DRAWINGS INDICATE SPRINKLER HEADS FOR

LOCATION ONLY. WHERE DISCREPANCIES OCCUR

BETWEEN ARCHITECTURAL AND ENGINEERING

DRAWINGS REGARDING LOCATIONS,

ARCHITECTURAL DRAWINGS SHALL GOVERN.

ALL EXISTING THERMOSTATS LOCATED ON

PARTITIONS TO BE DEMOLISHED SHALL BE

RELOCATED WITHIN GENERAL AREA AS PER PJG

APPROVAL. ALL THERMOSTATS, NEW AND EXISTING,

TO BE INSTALLED AT 54" A.F.F. IN LOCATIONS

APPROVED BY ARCHITECT, UNLESS OTHERWISE

NOTED.

G.C. TO PROVIDE APPROPRIATE SIZED CUT-OUT

ABOVE CEILING WHERE PARTITION WALLS EXTEND

TO SLAB ABOVE, AS REQUIRED FOR CIRCULATION

OF RETURN AIR TO H.V.A.C. SYSTEM. FURNISH AND

INSTALL FIRE DAMPERS AS REQUIRED TO MAINTAIN

THE INTEGRITY OF RATED WALLS.

GENERAL CONTRACTOR TO THOROUGHLY CLEAN

ALL EXISTING HVAC CEILING DIFFUSERS AND

RETURN AIR GRILLES.

ALL HVAC RETURN AIR GRILLES SHALL BE LOCATED

IN THE CEILING UNLESS OTHERWISE NOTED.

LOCATION SUBJECT TO ARCHITECT'S APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE AND

INSTALL SHALLOW DEPTH FIXTURES AS FIELD

CONDITIONS NECESSITATE WITH ARCHITECT'S

APPROVAL.

GENERAL CONTRACTOR TO CLEAN, RELAMP, AND

REPLACE ALL FAULTY BALLASTS AND/OR BALLASTS

NOT CONFORMING TO THE LATEST LOCAL BUILDING

CODE.

GENERAL CONTRACTOR TO PROVIDE INITIAL

LAMPING OF ALL FIXTURES AND INSTALL

APPROPRIATE LAMPS AS REQUIRED BY SPECIFIED

LIGHT FIXTURE.

ALL SWITCHES/DIMMERS TO BE MOUNTED AS

INDICATED BY MEP DRAWINGS.

MULTIPLE SWITCHES AND/OR DIMMERS TO BE

GANGED AND PROVIDED WITH SINGLE GANG PLATE.

G.C. SHALL BE RESPONSIBLE FOR VERIFYING

COMPATIBILITY OF LIGHTING FIXTURES WITH THE

SPECIFIED CEILING SYSTEM.

NO CEILING BREAKS WILL BE PERMITTED WITHIN A

ROOM, UNLESS OTHERWISE NOTED.

ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE

FIELD PRIOR TO INSTALLATIONS, AND THEIR

LOCATIONS TO BE APPROVED BY THE ARCHITECT.

H.V.A.C. SUBCONTRACTOR TO SUBMIT A LAYOUT

SHOP DRAWING INDICATING ALL DIFFUSER

LOCATIONS AND DUCTWORK LAYOUTS TO

ARCHITECTS OFFICE FOR REVIEW AND APPROVAL

PRIOR TO FABRICATION OF ANY WORK.

SEE ENGINEER'S DRAWINGS FOR ALL CEILING

DIFFUSERS, DUCTWORK LAYOUTS, TRANSFER

DUCTS, FUSIBLE LINK DAMPERS, ETC. ARCHITECTS'

DRAWINGS INDICATE DIFFUSERS FOR LOCATION

ONLY. WHERE DISCREPANCIES OCCUR BETWEEN

ENGINEERING AND ARCHITECTURAL DRAWINGS

REGARDING LOCATIONS, ARCHITECTURAL

DRAWINGS SHALL GOVERN.

SEE ENGINEER'S DRAWINGS FOR ADDITIONAL

NOTES AND GENERAL INFORMATION.

SEE ENGINEER'S DRAWING FOR ALL CIRCUITING

AND RELATED WORK.

ELECTRICAL CONTRACTOR SHALL DISCONNECT,

CONNECT, AND PROVIDE NECESSARY ELECTRIC

RUNS IN ORDER TO CONFORM WITH NEW PLAN.

SWITCHES, DUPLEX OUTLETS, COVER PLATES AND

FLOOR MOUNTED OUTLETS SHALL BE INSTALLED

BY COMPETENT MECHANICS IN A FIRST CLASS

MANNER.

THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND

COORDINATE ELECTRICAL REQUIREMENTS FOR ALL

HVAC EQUIPMENT, EXHAUST FANS, WATER

HEATERS, AND SPECIAL EQUIPMENT, ETC.

CENTERLINE-TO-CENTERLINE DIMENSIONS OF ANY

OUTLET PAIR SHALL NOT EXCEED 6".

ALL BACK-TO-BACK OUTLETS IN ADJOINING

ROOMS TO BE STAGGERED.

ALL EXISTING TO REMAIN ELECTRICAL OUTLETS

WITHIN SCOPE OF WORK SHALL BE REFITTED WITH

A NEW RECEPTACLE AND A NEW COVER PLATE.

ALL NEW TELEPHONE AND ELECTRICAL OUTLETS

TO BE INSTALLED ON AN EXISTING WALL SHOULD

BE FLUSH MOUNTED WITH THE FINISHED WALL

SURFACE. CHOP OUT THE WALL AS REQUIRED TO

RECESS THE JUNCTION BOX AND CONDUIT, AND

PATCH THE WALL AS REQUIRED.

ALL EXISTING ELECTRICAL OUTLETS TO BE CAPPED

SHALL HAVE THE ELECTRICAL DEVICE AND ALL THE

WIRING REMOVED. PATCH HOLE AS REQUIRED.

GENERAL CONTRACTOR SHALL REMOVE ALL

UNUSED CONDUIT, COAXIAL CABLE AND TELEPHONE

WIRING COMPLETELY FROM AREAS IN SCOPE OF

THIS CONTRACT.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL WORK NECESSARY TO COMPLETE CORE

DRILLING AND ELECTRICAL HOOK-UP, PATCHING,

ETC., INCLUDING WORK IN LANDLORD'S OR OTHER

TENANT'S SPACE. ALL CORE DRILLING SHALL BE

ACCOMPLISHED DURING STATED BUILDING

APPROVED WORKING HOURS. CONTRACTOR SHALL

VERIFY AND CONFORM TO THOSE HOURS WHEN

WORK IS REQUIRED.

ALL EXISTING WALL OUTLETS WHICH DO NOT

INTERFERE WITH NEW CONSTRUCTION SHALL

REMAIN.

ANY EXISTING FIRE ALARM SOUNDERS OR PULL

BOXES WHICH INTERFERE WITH NEW PARTITION

WORK SHALL BE RELOCATED TO AN APPROVED

LOCATION.

GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

INSTALLATION AND HOOK-UP OF ALL ELECTRIFIED

RACEWAYS THROUGH THE SYSTEMS FURNITURE AS

SPECIFIED. IT WILL BE THE GENERAL CONTRACTOR'S

RESPONSIBILITY TO FAMILIARIZE THEMSELF WITH THE

SYSTEMS FURNITURE SPECIFIED AND ALL

ELECTRICAL WORK RELATED TO THAT SYSTEM.

NO FLOOR OR WALL POWER OUTLETS SHALL BE

CONNECTED TO LIGHTING CIRCUITS.

PROVIDE TAMPER-PROOF CIRCUIT BREAKER

CLAMPS ON ALL DEDICATED CIRCUIT BREAKERS.

GENERAL CONTRACTOR SHALL REVISE AND UPDATE

LABELS FOR ALL CIRCUIT BREAKERS AT ALL

ELECTRICAL CLOSETS ON THE JOB.

TELEPHONE FLOOR AND WALL OUTLET BOXES

SHALL BE CAPABLE OF FULLY HOUSING THE

TELEPHONE COMPANY'S PRE-WIRED AMPHENOL

CONNECTORS, BOTH FOR SINGLE-LINE EXTENSIONS

AND FOR CALL DIRECTORS.

WHERE EXPOSED CONDUIT OR SURFACE-MOUNTED

WIREMOLD CONDUIT HAS BEEN SPECIFIED, THE

CONDUIT SHALL BE RUN IN CORNERS OR ON SIDE OF

COLUMNS IN A NEAT AND ORDERLY WAY USING 90*

CORNERS RUNNING PARALLEL TO WALLS, COLUMNS,

BEAMS AND OTHER CONDUITS TO ABOVE HIGHEST

POINT OF BASEBOARD CONVECTOR, AT WHICH POINT

CONDUIT IS TO RUN HORIZONTALLY TO ACTUAL

LOCATION OF OUTLET AS DIMENSIONED ON PLAN.

G.C. SHALL COORDINATE WITH THE ELECTRICAL &

WOODWORK CONTRACTORS TO PROVIDE CUT-

OUTS IN FIELD, AS REQUIRED, FOR EXTENSION OF

ELECTRIC OUTLETS, CABLES, ETC. INTO

CABINETWORK AS SPECIFIED.

ALL ELECTRICAL WORK PERFORMED IN

CONNECTION WITH THE INSTALLATION OF THE

TELEPHONE COMMUNICATIONS SYSTEM SHALL BE

IN ACCORDANCE WITH THE BUILDING

MANAGEMENT AND TELEPHONE COMPANY'S

RECOMMENDATIONS AND REQUIREMENTS

INCLUDING THE INSTALLATION OF REQUIRED

CONDUIT FROM THE BUILDING TELEPHONE

EQUIPMENT ROOM TO THE OWNER'S SPACE.

WOODWORK CONTRACTOR IS RESPONSIBLE TO

CLEAN AND POLISH AND TOUCH-UP AS REQUIRED ALL

WOODWORK AFTER THE INSTALLATION IS

COMPLETED.

FIELD VERIFY LOCATION OF ALL HOLES THROUGH

ALL NEW COUNTERTOPS AND PROVIDE A PLASTIC

GROMMET INSERT AT EACH LOCATION. SEE

DETAILS FOR SIZES AND LOCATIONS.

WOODWORK CONTRACTOR SHALL PROVIDE ALL

HARDWARE REQUIRED FOR FINISHED

INSTALLATION OF CABINETS.

WHERE ELECTRICAL WORK IS SPECIFIED IN

CABINETS, LAMPS AND FIXTURES ARE TO BE

PROVIDED BY THE GENERAL CONTRACTOR. CUT-OUTS

FOR SWITCHES, OUTLETS, AND WIRING DEVICES TO

BE INSTALLED IN CABINETRY IN THE FIELD ARE BY THE

WOODWORK CONTRACTOR AND ARE TO BE

COORDINATED BY THE GENERAL CONTRACTOR.

WOODWORK CONTRACTOR SHALL COORDINATE

WITH THE GENERAL CONTRACTOR ON THE

LOCATION AND INSTALLATION OF ALL GROUNDS

AND BLOCKING INSIDE THE WALL CONSTRUCTION

RELATED TO CABINETWORK.

DOORS HAVING PLASTIC LAMINATE FACES SHALL

ALSO HAVE BACKS AND EDGES OF THE SAME

PLASTIC LAMINATE AS THE FACE. DRAWERS

HAVING PLASTIC LAMINATE FACES SHALL HAVE

BIRCH VENEER SOLID-CORE INTERIOR

CONSTRUCTION (BOTTOM AND SIDES) WITH CLEAR

LACQUER FINISH. DRAWER FRONT AND SIDES TO

BE GROOVED TO RECEIVE (3) PLY BOTTOM PIECE.

ALL SURFACES TO BE LAMINATED (PL. LAM. OR

VENEERED) SHALL BE LAMINATED WITH THE SAME

TYPE OF MATERIAL ON THE BOTH SIDES (BACKING)

WHETHER VISIBLE OR NOT. PANEL AND PLYWOOD

BACKS NOT EXPOSED TO VIEW SHALL BE

VENEERED WITH THE SAME SPECIES AND

THICKNESS OF VENEER USED FOR THE FACES,

FOR BALANCED CONSTRUCTION. HOWEVER, THE

VENEERED SURFACES NOT EXPOSED TO VIEW

NEED NOT BE MATCHED.

ALL HIGH-PRESSURE PLASTIC LAMINATE WORK

SHALL BE SOLID, IN ONE PIECE AND WITHOUT

SPLICE JOINTS (EXCEPT WHERE PROHIBITED BY

THE MAXIMUM AVAILABLE SIZE OF THE

MANUFACTURED PLASTIC LAMINATE MATERIALS)

AND SHALL BE BONDED TO THE CORESTOCK USING

THE "HOT PLATE" PRESS METHOD. ALL EDGES AND

EXPOSED CORNERS TO BE FINELY JOINED;

UNSIGHTLY JOINTS, NICKS, SCRATCHES, CHOPS,

DEFECTS, WAVY OR UNEVEN LAMINATION WILL BE

REJECTED. IF JOINTS ARE REQUIRED DUE TO

LENGTH OF UNIT, JOINTS TO BE CENTERED

SYMMETRICALLY OVER THE LENGTH OF THE UNIT.

GENERAL CONTRACTOR TO PROVIDE

FIRE-RETARDANT BLOCKING FOR

BLINDS ON EXTERIOR WINDOWS

THROUGHOUT.

CARPET CONTRACTOR SHALL COORDINATE WITH

THE ELECTRICIANS REGARDING FLOOR OUTLETS

FOR ELECTRICAL AND COMMUNICATION

REQUIREMENTS. ALL CUTTING OF CARPET FOR

FLOOR OUTLETS AND JUNCTION BOXES SHALL

BE THE RESPONSIBILITY OF THE CARPET

CONTRACTOR.

ALL EXCESS PIECES OF USABLE CARPET SHALL BE

ROLLED, TAGGED, AND LEFT WITH THE OWNER

FOR FUTURE USE.

SPOTS AND/OR SMEARS OF CARPET CEMENT SHALL

PROMPTLY BE REMOVED WITH APPROVEDSOLVENT.

SEAMS SHALL BE TRIMMED AND SEAMED IN

ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATIONS.

CROSS JOINTS NECESSARY DUE TO LENGTH OF

ROLLS RECEIVED, SHALL BE PLACED TO AVOID

OCCURRENCE AT CONSPICUOUS LOCATIONS NEAR

DOOR OR AT DOORWAYS AND ENTRIES

PERPENDICULAR TO DOORS OR ENTRIES. SEAMS

OCCURRING PARALLEL TO DOORS SHALL BE

CENTERED DIRECTLY UNDER THE DOOR.

CONTRACTOR TO SUBMIT SEAMING DIAGRAM FOR

ARCHITECT'S REVIEW.

WHEN A GLUE-DOWN INSTALLATION IS SPECIFIED,

CARPETS SHALL BE LAID WITH TIGHT BUTT SEAMS

LAID TRUE WITH AN APPROVED BRAND OF WATER-

PROOF QUICK RELEASE CEMENT IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS.

FLOOR COVERING IN CLOSETS SHALL BE THE SAME

AS THAT OF THE SPACE ONTO WHICH THE CLOSET

OPENS UNLESS OTHERWISE NOTED.

CARPET CONTRACTOR TO PROVIDE AND INSTALL

ALL NECESSARY VINYL REDUCING STRIPS AND/OR

METAL SADDLES AS REQUIRED AT ALL

CARPET/MATERIAL TRANSITION POINTS. COLOR

SPECIFICATION BY ARCHITECT.

ALL VINYL OR RUBBER BASE TO BE CONTINUOUS

ROLL TYPE WITH SEAMING TO OCCUR ONLY ON

INSIDE CORNERS OR AT LEAST 24" FROM WRAPPED

OUTSIDE CORNER.

CARPET CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ANY UNACCEPTABLE FINISH

WORK CAUSED BY SUB-FLOOR CONDITIONS.

GENERAL CONTRACTOR SHALL FLASH PATCH AND

PREPARE ALL FLOORS AS REQUIRED TO RECEIVE

SPECIFIED FLOORING MATERIAL.

ALL EXISTING GYPSUM BOARD CEILINGS THAT ARE

PATCHED SHALL BE PAINTED IN THEIR ENTIRETY.

ALL WALLS WHICH HAVE BEEN PAINTED MUST BE

TOUCHED UP AS A PUNCHLIST ITEM SHALL BE

REPAINTED ENTIRELY BETWEEN THE (2) CLOSEST

BREAK POINTS.

ALL DOORS AND FRAMES TO BE PAINTED THE SAME

COLOR AND TYPE OF PAINT ON BOTH SIDES,

UNLESS OTHERWISE NOTED.

ALL WALLS TO BE PAINTED SHALL BE PAINTED WITH

A LATEX BASE EGGSHELL FINISH PAINT UNLESS

OTHERWISE NOTED. ALL DOORS, DOOR FRAMES,

WINDOW FRAMES, AND SHALL BE PAINTED

WITH AN ALKYD BASE SEMI-GLOSS FINISH PAINT

UNLESS OTHERWISE NOTED.

ALL SURFACES WHICH ARE TO BE PAINTED SHALL

RECEIVE (1) COAT OF PRIMER AND (2) COATS OF

FINISH PAINT. (3) COATS TOTAL.

ALL PAINTS SHALL BE APPLIED IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS FOR THE

PARTICULAR SURFACE.

ALL WALLS (NEW AND EXISTING) SHALL BE

PROPERLY PREPARED (SPACKLED, SANDED, ETC.)

FOR PAINTING AND/OR WALLCOVERING AS PER

FINISH PLAN AND MANUFACTURER'S

SPECIFICATIONS.

SAMPLES OF ALL FINISHES SPECIFIED SHALL BE

SUBMITTED TO ARCHITECT FOR APPROVAL, IN

TRIPLICATE, PRIOR TO COMMENCEMENT OF THE

WORK. CARPET, WALLCOVERING, AND WOOD

FINISH SAMPLES TO BE A MIN. 12" X 12". PAINT

SAMPLES FOR GYP. BD. SURFACES TO BE

PROVIDED ON 12" X 12" PIECES OF GYP. BD.

WOODWORK CONTRACTOR SHALL USE ONLY FIRE-

RETARDANT WOOD BLOCKING.

SCREW AND GLUE ALL JOINTS AND

CONNECTIONS. NO NAILING PERMITTED.

ALL WOODWORK SHALL HAVE A FINE, SMOOTH

FINISH, FREE FROM MACHINE OR TOOL MARKS,

ABRASIONS OR RAISED GRAIN ON EXPOSED

SURFACES. JOINTS SHALL BE TIGHT AND SO

FORMED AS TO CONCEAL SHRINKAGE.

WOODWORK CONTRACTOR SHOULD INSPECT THE

ALIGNMENT OF ALL GYP. BD. CONSTRUCTION AND

SHOULD NOTIFY THE ARCHITECT OF ANY

CONDITION THAT WOULD PREVENT HIM FROM

COMPLETING HIS WORK.

WOODWORK CONTRACTOR IS RESPONSIBLE FOR

COORDINATING AND SCHEDULING HIS WORK WITH

THE GENERAL CONTRACTOR.

WOODWORK CONTRACTOR TO SUBMIT

SHOP DRAWINGS TO THE ARCHITECTS'S

FABRICATION OF ANY WORK.

ALL ITEMS OF WOODWORK INDICATED ON THE

DRAWINGS AND/OR SPECIFICATIONS SHALL BE

PERFORMED BY SKILLED MECHANICS USING THE

BEST TECHNIQUES KNOWN TO THE TRADE AND IN

CONFORMANCE WITH ALL TRADE STANDARDS,

SPECIFICALLY THE "PREMIUM GRADE" QUALITY

STANDARDS AND THE GUIDELINES FOR "HIGH

PRESSURE LAMINATE" OF THE ARCHITECTURAL

WOODWORK INSTITUTE.

ALL SURFACES OR FINISHES TO REMAIN, IF

DAMAGED DURING DEMOLITION OR ANY STAGE

OF THE WORK, SHALL BE REPAIRED BY THE

GENERAL CONTRACTOR AT HIS EXPENSE TO

"LIKE NEW" CONDITION. IT SHALL BE THE

GENERAL CONTRACTOR'S RESPONSIBILITY TO

DOCUMENT ANY PRE-EXISTING DAMAGE AND,

RELATIVE TO GENERAL NOTE #3, NOTIFY

ARCHITECT OF ANY SUCH DAMAGE PRIOR TO

PRICING OR BIDDING.

ALL EXISTING CONSTRUCTION TO REMAIN SHALL

BE PATCHED AND REPAIRED AS REQUIRED AND

PREPARED TO RECEIVE NEW FINISHES PER

FINISH PLAN.

WHERE METAL AND GLASS PARTITION IS

SPECIFIED, G.C. SHALL BE RESPONSIBLE TO

PROVIDE FOR ANY LEVELING OF FLOOR SLAB

AS MAY BE REQUIRED FOR A PLUMB, LEVEL

INSTALLATION.

GENERAL CONTRACTOR IS RESPONSIBLE FOR

THE REMOVAL OF EXISTING FLOORING DOWN TO

THE SLAB IN ALL AREAS WHERE NEW FLOORING

IS SPECIFIED.

24. CONTRACTOR SHALL MAINTAIN ALL WALL,

CEILING AND FLOOR FIRE RATINGS IN THE

ENTIRE BUILDING AND REPLACE ANY FIRE

PROOFING AS REQUIRED FOR RENOVATION OF

RESTROOM OR REPLACEMENT OF ALL DOMESTIC

& SANITARY PLUMBING.

35. THE GENERAL CONTRACTOR SHALL DOCUMENT AND

RECORD THE EXISTING CONDITIONS OF THE BUILDING

PRIOR TO COMMENCEMENT OF WORK AND TO

SUBMIT A COMPLETE DOCUMENTATION PACKAGE

WITH PHOTOS.

36. THE GENERAL CONTRACTOR SHALL MAINTAIN

CONFIDENTIALITY AND ENSURE SECURE

MANAGEMENT AND DISTRIBUTION OF ALL PROJECT

DOCUMENTS.

13. GENERAL CONTRACTOR SHALL REFER TO THE

FINISH PLAN FOR WALL BASE. IF NO WALL BASE IS

SPECIFIED TERMINATE DRYWALL TO THE FLOOR AND

CAULK.

OFFICE FOR REVIEW AND APPROVAL PRIOR TO

DATE:

REGISTERED ARCHITECT NO.

102,411

STATE OF FLORIDA

HEIDI RODRIGUEZ, A.I.A.

PCZ

SHEET:

SCALE:

DATE:

CHECKED:

DRAWN:

DRAWING TITLE:

CONSULTANT:

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11-17-2025

PROJECT NO. 2218B

G-000

GENERAL NOTES

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NO. REVISION DATE

100% CD 11/17/2025

TECHNICAL SPECIFICATIONS

DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

INVITATION TO BID

Terms and Conditions - Construction (Attached to contract Documents By Owner)

PART 1 - GENERAL

1.2 SUMMARY

A. This Section includes the following:

1. Project Information

2. Work covered in Construction Documents and Specifications Project Manual

3. Type of Contract

4. Required Vendors

5. Work Restrictions

6. Limits of Construction

7. Products Supplied By Others

8. Coordination of Work

9. Town of Palm Beach Occupancy

10. Time of Performance

11. Discrepancies, Interpretation and Omissions

12. Permits and Fees

13. Job Site Visitation

14. Extended Warranty

1.3 PROJECT INFORMATION

A. Project Identification: Town of Palm Beach Police Department B. Project Location: 345 S County Rd, Palm Beach, FL 33480 C. Owner: Town of Palm Beach

1.4 WORK COVERED BY THE CONSTRUCTION DOCUMENTS

A. The work generally includes Design, Permitting, and Construction of the following items:

1. Renovation to the existing Locker room and restroom.

2. Full building plumbing replacement for all domestic & sanitary pipes.

3. All items noted in the Construction Documents.

4. All items required to meet Specified Codes, References, and Standards.

1.5 TYPE OF CONTRACT

A. A project will be constructed under a single Design/ Bid/ Build contract.

1.6 REQUIRED VENDORS

General Contractor will be required to hire and coordinate work with Owner's preferred vendors as needed for performance of work.

1.7 WORK RESTRICTIONS

A. Work shall only be performed during the authorized construction hours as specified by the Town of Palm Beach. No work shall be performed on Sundays or during Town observed holidays. Work hours outside of the Town specified hours will require specific approval by the Town staff and/or Town Council. Work hours and days shall be discussed and agreed to during pre-construction.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes any time during the construction phase.

1.8 LIMITS OF CONSTRUCTION

A. The work set forth in the Construction Documents will be performed within the limits established in the site plan and construction staging drawings. Refer to the temporary construction site plan for reference. General Contractor shall not work outside of the limits without requesting authorization in writing and receiving written approval. In the event that work is performed outside the designated project limits, the Contractor shall be fully responsible for the maintenance and control of traffic when operating within public rights-o-way.

B. The Contractor shall maintain vehicular and pedestrian access to driveway entrances to the greatest extent practicable.

Whenever possible, a minimum of one traffic lane shall remain open to traffic at all times.

1.9 PRODUCTS SUPPLIED BY OTHERS

A. Town of Palm Beach reserves the right to direct purchase selected items directly from manufacturer or vendor.

B. Items furnished by Town of Palm Beach for installation by Town of Palm Beach:

1. The Town of Palm Beach may award various contracts for purchasing and installing specific materials. The General Contractor shall cooperate with the Town of Palm Beach independent contractors and provide access to the work areas as necessary.

C. Items furnished by Town of Palm Beach for installation by General Contractor:

1. The Town of Palm Beach may award various contracts for purchasing and installing specific materials. Materials lists from those purchase contracts will be provided to the General Contractor. The General Contractor shall receive, inspect, unload specified materials from the transporter, transport to secure storage, and load, deliver the materials to the site for installation / incorporation into the project.

1.10 COORDINATION OF WORK

A. The General Contractor shall be responsible for the planning and scheduling, and coordination of all Work performed under the

Construction Documents and Specs, so the materials will arrive on schedule and installation will proceed without delay.

B. Coordinate scheduling, construction documents, submittals, and Work of the various specification sections to assure efficient and orderly sequence and installation of interdependent construction elements.

C. Coordinate space requirements and installation of work, which are indicated diagrammatically on drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable, place runs parallel with line of runway. Utilize spaces efficiently to maximize for others installations, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipe, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

E. Coordinate completion and clean up of work of separate Sections in preparation for Substantial Completion.

F. After Town of Palm Beach occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with the contract Documents, to minimize disruption of Town of Palm Beach's activities.

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 10 00 - SUMMARY

1.11 Town of Palm Beach OCCUPANCY

A. The Town of Palm Beach will occupy the facility and limited areas adjacent to the site including front entrance parking and roadways during the entire period of construction.

B. The surrounding properties are in use 24 hour / day, 7 days / week. The General Contractor is required to perform the needed work for his construction effort in a way that does not disturb the function or interrupt ongoing operations. All work must be coordinated and schedule with approval from Town of Palm Beach staff. The areas not covered by the work must be protected. Any areas damaged or disturbed by the construction effort in any way must be repaired and brought to the condition it was found prior to the construction. All repairs must be done by the General Contractor as part of this contract and to the complete satisfaction of the Town of Palm Beach.

1.12 TIME FOR PERFORMANCE

A. The work to be performed under this Contract shall be commenced upon issuance of the Notice to Proceed.

B. The time limits stated in the Construction Documents & Specs are the essence of the Contract. By executing the Agreement, the General Contractor confirms that the time for Completion is a reasonable period for performing the work. The General Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the time for completion.

C. The General Contractor, having vast experience in the construction of Improvements in South Florida, recognizes that unforeseen conditions occur and that as a normal course of construction here may be rain days, difficulties in obtaining materials and labor, requests for information from the General Contractor to the Town of Palm Beach, submittals, shortages and inefficiencies in operations. These will not be considered excusable delays.

D. Time is of the essence for this Contract. General Contractor shall strictly adhere to the following project schedule:

1. Final Completion shall be within thirty (30) calendar day from Substantial Completion, unless noted.

E. Town of Palm Beach will impose Liquidated Damages, per the contract terms and conditions, for any delays, beyond excusable extensions, to the project schedule specified above.

1.13 DISCREPANCIES, INTERPRETATION AND OMISSIONS

A. General Contractor shall bring any apparent discrepancies to the attention of the Town of Palm Beach Representative and Design Team Professional for resolution prior to commencing with the Work. General Contractor shall use a Request for Information (RFI) form to communicate discrepancies and receive direction.

1.14 PERMITS AND FEES

A. General Contractor shall prepare, submit, and obtain all the building permits from the Town of Palm Beach building department.

1. The Town will reimburse for the permit fees in the Pay App under the permitting line item or other relevant task. The City permit fees to be paid by the contractor during the permitting process coordinated by the contractor. Review / Permit fees for all other agencies and all re-inspection fees will be paid by the General Contractor. Additionally, a coordination meeting between the Contractor and the City of West Palm Beach shall be scheduled for domestic water service, as the City is the sole provider of this utility.

2. All impact fees to the County or the agencies will be paid by the General Contractor and reimbursed by Town of Palm Beach.

3. The Contractor is required to notify the Owner, Architect, and any applicable permitting agency with a minimum of 48 hours prior to initiating construction.

1.15 JOB SITE VISITATION

A. Job site visitation is mandatory; submission of a Proposal will be constructed that the General Contractor is intimately familiar with the work to be performed.

1.16 EXTENDED WARRANTY

A. General Contractor shall fully warrant the entire project for a period not less than one (1) year from date of the Final Completion.

All major equipment, as defined below, shall be warranted in the base bid for a period not less than five (5) years or as specifically noted in Construction Documents.

SECTION 01 11 00 - BASIC REQUIREMENTS

PART I. GENERAL

1.1 SCOPE

The scope of this Section is to provide the labor, materials, and equipment noted herein and as required to provide the basic administration requirements of this Project including, but not limited to the items listed below.

A. Allowances B. Coordination of work C. Coordination drawings D. Submittal procedures E. As built drawings F. Protection of site and material G. Progress cleaning and waste removal H. Starting systems I. Certificates and warranties J. Project closeout

1.2 ALLOWANCES

A. Allowances are to include the actual cost of the raw material. The fabrication, delivery, uncrating, protection, taxes, subcontractor mark-up, and installation are to be part of the bid.

B. Allowances, if required, are noted on the Drawings.

1.4 COORDINATION OF WORK

A. The Contractor is responsible for coordinating all of the Work and all of the Subcontracts of this project.

B. Contractor is responsible for coordinating scheduling, submittals, and Work of the various specification sections to ensure efficient and orderly sequence of interdependent construction elements.

C. Contractor shall coordinate and verify space requirements and installation of mechanical, plumbing and electrical work, which are shown on the Plans diagrammatically. Follow routing of ducts and pipes as shown on plans as closely as possible.

D. Coordination drawings of mechanical work are required for this project. See Section 01 30 00 for these requirements.

E. Coordinate layout of outlets, switches, lights, HVAC registers, thermostats, plumbing fixtures, and like items with framing plans and interior finishes to achieve indicated or implied alignments.

1.5 SUBMITTAL PROCEDURES

A. Contractor shall submit a Submittal Schedule prior to signing contract.

B. Submittals shall be made in a timely manner in accordance with the Construction Schedule.

C. Submittals shall be sent with an electronic transmittal noting the Project, Contractor, Subcontractor, Supplier and the type of response needed.

D. Revise and re-submit submittals as required by Architect. Note changes made from prior submittals.

E. Keep one copy of all reviewed submittals on site for reference throughout job.

F. Architect will review shop drawings and other submittals within 21 calendar days from date of receiving shop drawings. Any submittal with a disposition of "Rejected" or "Revise and Resubmit" automatically restarts the clock and an additional 21 calendar days shall be allowed for review of resubmital.

G. Contractor shall allow 25 working days in the Critical Path Schedule for complete review and approval process for each submittal.

H. All work done for which submittals have been made and reviewed shall conform to the reviewed submittals or manufacturer's recommendations.

I. Shop drawing procedure:

1. Contractor shall submit all shop drawings in electronic format (PDF) via email to Project Architect or Project Manager. If shop drawings are required to be signed and sealed by an independent/specialty engineer, then the Contractor shall submit one (1) print to the Architect of each shop drawing. GC to deliver and pick up all shop drawings to and from the Architect’s office. Architect/ Engineer will review shop drawings for compliance with design intent only. Contractor is responsible for coordinating Work on shop drawings with field conditions.

J. Product literature and data:

1. Submit in electronic PDF format of product literature required by individual specification sections.

2. Literature shall be from the manufacturer's catalogues or other printed literature and shall include the information to confirm that the product or material described conforms to the specifications for this project.

3. Include manufacturer's warranties in all submittals.

4. Where the printed literature contains more than one product on a page, highlight the product being submitted for review.

5. All options shall be chosen and clearly marked on all submittals.

K. Samples and Mock-ups:

1. Submit samples as required by the individual specification sections.

2. Samples and mock-ups used for the approval of installation of material shall remain intact and visible during installation and shall be the standard by which the installation of that material is judged.

3. Submit at least two samples for each submittal required. The architect will keep one and the other approved sample will be kept on the job for reference.

4. Samples shall be labeled as follows:

a. Labels shall be affixed to back of samples.

b. Labels shall include the date of submittal.

c. Labels shall include the project name and address.

d. Labels shall note the specifics of the finish applied.

5. Mock-ups shall be provided as required of individual Spec Sections.

6. Contractor to deliver and pick up samples or drawings from Architects office.

1.6 AS BUILT RECORD DRAWINGS

A. The Contractor shall provide the Owner with (1) Latest Version of Auto CAD format file and (1) PDF of Marked Up As Built Drawings showing all electrical, plumbing, fire alarm, fire sprinkler, structural, and mechanical systems as they are installed. These drawings shall show plans and section of all systems, riser diagrams, and locations of all valves, dampers, access points to wiring, other service access points and other information required by Owner.

1.7 PROTECTION OF SITE AND OF STORED AND INSTALLED WORK

A. Contractor shall have on site at all times an adequate means for keeping excavated areas free of standing water.

B. Contractor is responsible for adequate protection of all installed work.

C. Protection requirements for each finish are noted in the Sections herein. Provide materials and installation for the protection of finish surfaces and shall maintain that protection throughout course of the job.

D. Installed Work shall be protected from extreme heat and cold.

E. Contractor is responsible for repairing damage to any installed Work.

F. Material shall be stored in a neat and orderly manner and adequately protected from damage.

G. Each type of material shall be stored in accordance with the requirements of each specification Section and the manufacturer’s requirements.

H. Materials used for protection shall be new and clean.

1.8 PROGRESS CLEANING AND WASTE REMOVAL

A. Contractor shall keep the site and structures clean and free of debris at all times.

B. Debris shall be picked up and site cleaned daily. Work areas shall be broom cleaned daily and all debris removed.

1.9 STARTING SYSTEMS

A. Qualified technicians trained to install and operate the equipment shall do start-up.

B. Provide start up testing and balancing of mechanical systems as noted in each Section.

C. Testing and commissioning of mechanical equipment shall follow the following general procedure. Specific tests required are noted in the Mechanical and Electrical Sections.

1. The testing shall be performed in at least two phases:

a. The first tests shall be performed at completion of rough in of equipment, piping, and ductwork. Preliminary tests shall be performed to ensure that system is roughed in properly, that the proper amount of air (CFMs) is being delivered to each register and grille and that all piping is installed and sealed properly.