Attch 1 PNQS-09-4491 Repair Dining Facility Bldg. 668 - Specifications.pdf

A PROJECT MANUAL FOR

REPAIR DINING FACILITY, BLDG 668

MAXWELL AIR FORCE BASE

MONTGOMERY, ALABAMA

PROJECT NUMBER PNQS 09 – 4491

PHJA/2223US

This Sheet Intentionally Left Blank

A & E DESIGN – REPAIR DINING FACILITY, BLDG 668 MAFB-PNQS-09-4491

MAXWELL AFB, ALABAMA PHJA/2223US

ABBRIVIATIONS ABB-1

LIST OF ABBREVIATIONS

REFERENCED STANDARDS AND AGENCIES

AA ALUMINUM ASSOCIATION

AASHTO AMERICAN ASSOCOCIATION STATE HIGHWAY &

TRANSPORTATION OFFICIALS

AABC ASSOCIATED AIR BALANCE COUNCIL

ABC ALABAMA BUILDING COMMISSION

ACI AMERICAN CONCRETE INSTITUTE

ACIL AMERICAN COUNCIL OF INDEPENDENT LABORATORIES

ACPA AMERICAN CONCRETE PIPE ASSOCIATION

ACRMA AIR CONDITIONING AND REFRIG.MACHINERY ASSOC.

ADC AIR DIFFUSION COUNCIL

ADEM ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT

AGA AMERICAN GAS ASSSOCIATION

AGC ASSOC. GEN. CONTRACTORS OF AMER.; ALABAMA GAS

CORP.

AHA AMERICAN HARDBOARD ASSOCIATION

AHD ALABAMA HIGHWAY DEPARTMENT

AIA ALABAMA INSTITUTE OF ARCHITECTS

AIA AMERICAN INSURANCE ASSOCIATION

AIA ASBESTOS INFORMATION ASSOCIATION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

ALDOT ALABAMA DEPARTMENT OF TRANSPORTATION

AMMA AMERICAN METAL MANUFACTURERS ASSOCIATION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APC ALABAMA POWER COMPANY

ARI AIR CONDITIONERS AND REFRIGERATION INSTITUTE

ASA AMERICAN STANDARDS ASSOCIATION

ASHRAE AMER. SOC. HEATING, REFRIG. & AC ENGINEERS

ASLA AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AT&T AMERICAN TELEPHONE & TELEGRAPH COMPANY

AWCI ASSOCIATION OF WALL AND CEILING INDUSTRIES

AWI ARCHITECTURAL WOODWORK INSTITUTE

AWMA ALUMINUM WINDOW MANUFACTURERS ASSOCIATION

AWPA AMERICAN WOOD PROTECTION ASSOCIATION

AWWA AMERICAN WATER WORKS ASSOCIATION

AWS AMERICAN WELDING SOCIETY

BIA BRICK INSTITUTE OF AMERICA

BHMA BUILDERS HARDWARE MANUFACTURERS ASSOCIATION

CABRA COPPER AND BRASS RESEARCH ASSOCIATION

CLFMI CHAIN LINK FENCE MANUFACTURING INSTITUTE

CPA CONSUMER PROTECTION AGENCY

CPSC CONSUMER PROTECTION SAFETY COMMISSION

CRA CALIFORNIA REDWOOD ASSOCIATION

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CS COMMERCIAL STANDARD

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

DFPA DOUGLAS FIR PLYWOOD ASSOCIATION

DHI DOOR & HARDWARE INSTITUTE

EPA ENVIRONMENTAL PROTECTION AGENCY

EIA ELECTRONICS INDUSTRIES ASSOCIATION

FHA FEDERAL HOUSING ADMINISTRATION

FM FACTORY MUTUAL LABORATORIES

FS FEDERAL SPECIFICATION

FGJA FLAT GLASS JOBBERS ASSOCIATION

FTI FACING TILE INSTITUTE

GRDF GYPSUM ROOF DECK FOUNDATION

GSA GENERAL SERVICES ASSOCIATION

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IECC INTERNATIONAL ELECTRICAL CODE COUNCIL

IFC INTERNATIONAL FIRE CODE

IFGC INTERNATIONAL FUEL GAS CODE

IES ILLUMINATING ENGINEERING SOCIETY

ILA INDIANA LIMESTONE INSTITUTE

MBMA METAL BUILDING MANUFACTURERS ASSOC.

MBSA MODULAR BUILDING STANDARDS ASSOCIATION

MFMA MARBLE FLOORING MANUFACTURERS ACCOCIATION

MIA MARBLE INSTITUTE OF AMERICA

MLMA MARBLE LATHE MANUFACTURERS ASSOCIATION

MWI METAL WINDOW INSTITUTE

NAAMM NATIONAL ASSOC. ARCHITECTURAL METAL MANUF.

NBLP NATIONAL BUREAU OF LATHING AND PLASTERING

NACA NATIONAL ACOUSTICAL CONTRACTORS ASSOCIATION

NAEC NATIONAL ASSOCIATION OF ELEVATOR CONTRACTORS

NASFCA NATIONAL AUTOMATIC SPRINKLER AND FIRE CONTROL

NBS NATIONAL BUREAU OF STANDARDS

NCHA NATIONAL CONTRACT HARDWARE ASSOCIATION

NCMA NATIONAL CONCRETE MASONRY ASSOCIATION

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIOHS NATIONAL INST.OF OCCUPATIONALHEALTH & SAFETY

NLI NATIONAL LIMESTONE INSTITUTE

NLMA NATIONAL LUMBER MANUFACTURERS ASSOCIATION

NOFMA NATIONAL OAK FLOOR MANUFACTURING ASSOCIATION

NPCA NATIONAL PRECAST CONCRETE ASSOCIATION

NSF NATIONAL SANITATION FOUNDATION

NTMA NATIONAL TERRAZZO AND MOSAIC ASSOCIATION

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN.

PATMI POWER ACTUATED TOOL MANUFACTURERS INSTITUTE

PCA PORTLAND CEMENT ASSOCIATION

PCI PRESTRESSED CONCRETE INSTITUTE

PDI PLUMBING AND DRAINAGE INSTITUTE

PEI PORCELAIN ENAMEL INSTITUTE

PI PERLITE INSTITUTE

PSC PUBLIC SERVICE COMMISSION

SAA SURETY ASSOCIATION OF AMERICA

SBI STEEL BOILER INSTITUTE

SBTMA SOUTHERN BRICK AND TILE MANUFACTURERS ASSOC.

SCB SOUTH CENTRAL BELL

SCPI STRUCTURAL CLAY PRODUCTS INSTITUTE

SDI STEEL DOOR INSTITUTE; STEEL DECK INSTITUTE

SIGMA SEALED INSULATING GLASS MANUFACTURERS ASSOC.

SJI STEEL JOIST INSTITUTE

SMACCA SHEET METAL & AIR COND.CONTRACTORS ASSOC.

SPA SOUTHERN PINE ASSOCIATION

SPIB SOUTHERN PINE INSPECTION BUREAU

SPR SIMPLIFIED PRACTICE RECOMMENDATIONS

SPC STRUCTURES PAINTING COUNCIL

SRI STEEL RECYCLING INSTITUTE

SSPC SOCIETY FOR PROCTIVE COATING

SWI STEEL WINDOW INSTITUTE

TAIA THE AMERICAN INSURANCE ASSOCIATION

TCNA TILE COUNCIL OF NORTH AMERICA

TMA TILE MANUFACTURERS ASSOCIATION

UL UNDERWRITERS LABORATORIES

USDA U.S. DEPARTMENT OF AGRICULTURE

VI VERMICULITE INSTITUTION

VWPI VACCUM WOOD PRESERVATIVE INSTITUTE

WCLIB WEST COAST LUMBER INSPECTION BUREAU

WRI WIRE REINFORCEMENT INSTITUTE

ABBRIVIATIONS ABB-2

MISCELLANEOUS REFERENCES

A AMPERES; AREA; ARCHITECTURAL

AB ANCHOR BOLT

ABD ACOUSTICAL BOARD

AC ALTERNATING CURRENT; AIR CONDITIONING

ACOU ACOUSTICAL

ACT ACTIVE

AD AREA DRAIN

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

ALUM ALUMINUM

ASPH ASPHALT

AT ACOUSTICAL TILE

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

B BATH

BC BACK CHECK

BD BOARD

BEJ BUILDING EXPANSION JOINT

BET BETWEEN

B4E BEVELED 4 EDGES

BKBD BACKBOARD

BL BUILDING LINE

BLDG BUILDING

BM BENCH MARK; BEAM

BRDG BRIDGING

BS BOTH SIDES

B&S BROWN & SHARP

BT BULB TEE

BTB BACK-TO-BACK

BTU BRITISH THERMAL UNIT

BU BUILT UP

C CARPET; CONDUIT; COURSE; CENTIGRADE; CIVIL;

CORRIDOR

CAB CABINET

CAT CATALOG

CB CHALKBOARD; CONCRETE BLOCK

CC CUBIC CENTIMETER

CDC CLOSE DON’T COUNT

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CJ CONSTRUCTION JOINT

CL CENTER LINE

C&G CURB & GUTTER

CLG CEILING

CM CONSTRUCTION MGR; CORRUGATED METAL

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT; CHANGE ORDER

COND CONDENSATE

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUOUS

COR CORRIDOR

CR COLD ROLLED; CORROSION RESISTANT

CRS CORROSION RESIS STEEL

CRT CATHODE RAY TUBE

CSK COUNTERSUNK

CST CENTRAL STAN TIME

CSV CRAWL SPACE VENT

CT CERAMIC TILE; EAST THRESHOLD

CTC CENTER TO CENTER

CTR COUNTER

CW COLD WATER

CWR COLD WATER RETURN

CWS COLD WATER SUPPLY

CYL CYLINDER

D PENNY (NAILS, ETC)

DA DOUBLE ACTING

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DO DITTO

DOZ DOZEN

DN DOWN

DP DAMPPROOF

DR DRAWER; DRAIN; DOOR; DINING ROOM

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST; ELECTRICAL; ENTRY

EA EACH

EB EXPANSION BOLT

EDF ELEC DRINKING FOUNTAIN

EJF EXPANSION JOINT FILLER

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR; ELEVATION

ELD ELECTRIC LOCKING DEVICE

ENT ENTRANCE

EOS END OF SECTION

EQ EQUAL; EQUIPMENT

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXB EXPANSION BOLT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXP.JT EXPANSION JOINT

EXT EXTERIOR

EXTN EXTENSION

F FAHRENHEIT; FACE

FBP FIRE BARRIER PARTITION

FC FOOT CANDLE

FD FLOOR DRAIN; FIRE DAMPER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUSHER CABINET

FED FEDERAL

FF FINISH FLOOR

FH FIRE HYDRANT; FLAT HEAD

FHC FIRE HOSE; CABINET

FL FLOW LINE; FLOOR LINE; FLOOR; FUSIBLE LINK

FOW FACE OF WALL

FPM FEET PER MINUTE

FR FIRE RATED

FS FULL SIZE; FEDERAL SPEC

FT FOOT

FTF FACE TO FACE

FVC FOOTING

FVC FIRE VALVE CABINET

FYC FOR YOUR CONSIDERATION

FYI FOR YOUR INFORMATION

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR; GYPSUM BOARD

GBR GUINESS BOOK OF RECORDS

GC GENERAL CONTRACTOR; GENERAL CONDTIONS

GG GRAVEL GUARD

GI GALVANIZED IRON

GL GLASS

GLM GOOD LUCK MEN

GND GROUND

GOVT GOVERNMENT

GPF GALLONS PER SQAURE FOOT

GPM GALLONS PER MINUTE

GPY GALLONS PER SQUARE YARD

GR GRADE

GT GLAZED CERAMIC TILE

GV GATE VALVE

GYP GYPSUM

H HEATING (HVAC); HALL

HAC HEATING/AIR CONDITIONING

HB HOUSE BIBB

HC HOLLOW CORE; HANDICAPPED

H/C HANDICAPPED

HD HEAVY DUTY

HDF HANDICAP DRINKING FOUNTAIN

HFS HALF FULL SIZE

HG HEAVY GAUGE

HL HIGH LIMIT

HM HOLLOW METAL

HMR HORIZONTAL MASONRY REINFORCE

HO HOLD OPEN

HORIZ HORIZONTAL

HP HORSEPOWER; HIGH PRESSURE

HPL HIGH PRESSURE LIMIT

ABBRIVIATIONS ABB-3

HR HANDRAIL; HOUR

HT HEIGHT

HW HOT WATER; HARDWARE (SET)

HWD HARDWARE

HVAC HEATING; VENTILATING, & AC

HZ HERTZ

ID INSIDE DIAMETER

INCL INCLUDE

INSUL INSULATING MATERIAL

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

ISF INSIDE FACE

ITC IN THIS CONTRACT

J JANITOR

JAN JANITOR

JB JUNCTION BOX

JR JUNIOR

JS JANITOR SINK

JSV JOINT SPACE VENT

JT JOINT

K KIP (1000 LB); KITCHEN

KA KEY ALIKE

KD KNOCK DOWN; KEY DIFFERENT

KG KILOGRAM

KM KILOMETER

KV KILOVOLT

KVA KILOVOLT AMPS

KW KILOWATT

L ANGLE (METAL SHAPE)

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LDW LESS DOOR WIDTH

LED LIGHT EMITTING DIODE

LG LIGHT GAUGE

LH LEFT HAND

LIN LINEAR

LL LOW LIMIT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW PRESSURE; LIQUID; PETROLEUM; LIGHT PROOF

LPL LAMINATED PLASTIC

LPT LOCAL PREVAILING TIME

LSG LAMINATED SAFETY GLASS

LT LIGHT

LVR LOUVER

M MEN

MAX MAXIMUM

MBT MARBLE THRESHOLD

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MED MEDIUM; MEDICAL

MEMB MEMBER

MET METAL

MFG MANUFACTURER

MH MANHOLE

MI MALLEABLE IRON

MM MINIMUM; MINUTE

MISC MISCELLANEOUS

MK MASTER KEY; MARK

MO MASONRY OPENING

MP MEDIUM PRESSURE

MPH MILES PER HOUR

MT METAL THRESHOLD

MTD MOUNTED

MTP METAL TOILET PARTITION

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NL NIGHT LATCH

NO NUMBER; NITROUS OXIDE

NRP NON-REMOVABLE PIN

NTR NO TEMPERATURE RATING

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OCEW ON CENTER EACH WAY

OLF OUNCE PER LINEAR FOOT

OD OUTSIDE DIAMETER

OH OVERHEAD; OVAL HEAD

OPG OPENING

OPH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

OSF OUTSIDE FACE

OTO OUT TO OUT

OXY OXYGEN

OZ OUNCE

P PLUMBING

PA PARALLEL ARM; PUBLIC ADDRESS

PAR PARAGRAPH

PAS POWDER ACTUATED STUD

PB PROJECT BOOK

P/C PRESTRESSED CONCRETE; PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCY POUNDS PER CUBIC YARD

PDF POWER DRIVEN FASTENER

PGL PLATE GLASS

PH PHILLIPS HEAD

PL PROPERTY LINE; PLATE

PLB PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYW PLYWOOD

POL POLISH

PP POWER POLE

PPS POUNDS PER SQUARE

PRV PRESSURE REDUCING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAGE

PSY POUNDS PER SQUARE YARD

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTP PLASTIC(FACED)TP

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS; RUBBER

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN; ROAD; ROUND

RE REFERENCE

REF REFRIGERATOR

REG REGISTER

REV REVISED

REQD REQUIRED

RH RELATIVE HUMIDITY; RIGHTHAND; ROUND HEAD;

ROBE HOOK

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

R/W RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS&S ROD STOCK & SEALANT

RT RESILIENT TILE

S SOUTH; STAIR; STRUCTURAL

SA SUPPLY AIR SINGLE ACTING

SAN SANITARY

SBP SMOKE BARRIER PARTITION

SC SOLID CORE; SCALE

SCH SCHEDULE

SCHED SCHEDULED

SD SOAP DISPENSER OR DISH; SMOKE DAMPER

SEC SECTION

SF SQUARE FEET

SG SOAP GRAB

SGT STRUCTURAL GLAZED TILE

SH SHEET

SHF SHELF

SHVS SHELVES

SI SQUARE INCH

SIM SIMILAR

SLA SINGLE LEVER ARM

SNB SEX NUTS & BOLTS

SND SANITARY NAPKIN DISPENSER

SOT SEE OTHER TRADES

SP SINGLE PHASE; SINGLE POLE

SPEC SPECIFICATION

SP SPLASH PAN

SQ SQUARE

SR SHOWER ROD

SS STAINLESS STEEL; SANITARY SEWER

SSD SUB-SURFACE DRAIN

SSMH SANITARY SEWER MANHOLE

STL STEEL

STR STRUCTURAL

SW SWITCH

SY SQUARE YARD

SYP SOUTHERN YELLOW PINE

S4S SURFACE 4 SIDES

T TOILET

ABBRIVIATIONS ABB-4

TAB TEST & AIR BALANCE

TB TACKBOARD

T&B TOP &BOTTOM

TC TERRA COTTA

TEL TELEPHONE

TGL TEMPERED GLASS

TLC TENDER LOVING CARE

TOC TOP OF CURB

TOW TOP OF WALL

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TR TOWEL ROD

TRANS TRANSFORMER

TS TERRAZZO STRIP

TS TUBE (STRUCTURAL SHAPE) TERRAZZO (EXPANSION) STRIP

TSTAT THERMOSTAT

TV TELEVISON

TYP TYPICAL

U URINAL

UC UNERCUT; UNDERCOUNTER

UOS UNLESS OTHERWISE SHOWN

USG UNITED STATE GAGE

V VOLTAGE; VESTIBULE

VAC VACUUM

VB VAPOR BARRIER

VC VITROUS CLAY

VCT VINYL COMPOSITION TILE

VIB VIBRATOR

VDT VIDEO DISPLAY TERMINAL

VP VAPORPROOF

VAT VINYL ASBESTOS TILE

W WOMEN; WATT; WEST

W/ WITH

WC WATER CLOSET

WD WINDOW DIMENSION; WOOD

WDW WINDOW

WF WIDE FLANGE(BEAM)

WG WIRE GLASS

WH WEEP HOLE; WATER HEATER, WALL HYDRANT

WM WASHING MACHINE

WOT WORK OF OTHER TRADES

WP WATER/WEATEHER PROOF

WR WATER RESISTANT

WS WOOD SCREWS

W&V WASTE AND VENT

WWF WOVEN WIRE FABRIC

WWM WOVEN WIRE MESH

YH YARD HYDRANT

*WHERE AN ABBREVIATION HAS MORE THAN ONE MEANING, ASSUME

THE USE APPROPRIATE TO THE TRADE OR ITEM REFERRED TO.

Repair Dining Facility, Bldg 668 MAFB-PNQS-09-4491 Maxwell AFB, Alabama

PROJECT TABLE OF CONTENTS Page 1

TABLE OF CONTENTS

DIVISION 00 – BIDDING REQUIREMENTS

00 00 05 BID SCHEDULE

00 00 20 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.10 GENERAL REQUIMENTS – MAXWELL AFB

01 00 01A ENVIRONMENTAL PROTECTION GENERAL REQUIREMENTS – MAXWELL AFB

with: CONTRACTOR'S HAZARDOUS MATERIALS QUESTIONNAIRE with: CONTRACTOR'S ENVIRONMENTAL ENTRY FORM with: RECYCLING AND LANDFILL REPORT with: INSTALLATION CERTIFICATION FOR CLEAN CONSTRUCTION DEBRIS

TO BE REMOVED FROM THE CONSTRUCTION PROJECT SITE

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

with: AF FORM 3064 PROGRESS SCHEDULE

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

with: AF 3000 – MATERIAL SUBMISSIONS REPORT

01 35 33 ENVIRONMENTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

with: PROJECT BOARD DIAGRAM A-1 with: PROJECT BOARD TEMPLATE A-2

01 57 13 STORMWATER PROTECTION BEST MANAGEMENT PRACTICES

01 67 00.10 RECYCLED / RECOVERED MATERIALS – MAXWELL AFB

01 73 00 ALTERATION WORK

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 SELECTIVE REMOVAL AND DEMOLITION

02 REMOVAL AND SALVAGE OF HISTORIC CONSTRUCTION MATERIALS

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 00 ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE DIVISION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

Repair Dining Facility, Bldg 668

MAFB-PNQS-09-4491

PHJA/2223US

PROJECT TABLE OF CONTENTS Page 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 POLYMER-MODIFIED CEMENT WATERPROOFING

07 21 00 MINERAL FIBER BUILDING INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF TILES

07 54 19 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 14 00 08/16, WOOD DOORS

08 31 00 05/17, ACCESS DOORS AND PANELS

08 41 13 08/18, ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16, DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 72 00 WALLCOVERINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 10 SOLID PLASTIC LOCKERS

DIVISION 11 - EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

MAFB-PNQS-09-4491

PHJA/2223US

PROJECT TABLE OF CONTENTS Page 2

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

22 13 00 05/23 FACILITY SANITARY SEWERAGE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

23 09 23.02

23 09 53.00

23 09 93

23 11 20

23 21 13.00

23 21 23

23 30 00

23 31 13.00

23 34 23.00

23 36 00.00

23 37 13.00

23 52 00

23 64 26

23 73 13.00

23 81 00

23 82 16.00

23 82 46.00

BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

SPACE TEMPERATURE CONTROL SYSTEMS

SEQUENCES OF OPERATION FOR HVAC

CONTROL FACILITY GAS PIPING

LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

HYDRONIC PUMPS

HVAC AIR DISTRIBUTION

METAL DUCTS

HVAC POWER VENTILATORS

AIR TERMINAL UNITS

DIFFUSERS, REGISTERS, AND GRILLES

HEATING BOILERS

CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

MODULAR INDOOR CENTRAL-STATION

AIR-HANDLING UNITS

DECENTRALIZED UNITARY HVAC EQUIPMENT

AIR COILS

ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00.00 40 SWITCHBOARDS AND SWITCHGEAR

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

26 32 15.00 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

MAFB-PNQS-09-4491

PHJA/2223US

PROJECT TABLE OF CONTENTS Page 3

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 31 16.19 08/22 TERMITE CONTROL BARRIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

-- End of Project Table of Contents --

THIS SHEET INTENTIALLY LEFT BLANK.

REPAIR DINING FACILITY

MAXWELL AFB, ALABAMA

LIST OF DRAWINGS

SHEET

SEQ. NUMBER SHEET NAME

1 T1 .0 TITLE SHEET, LOCATION, & VICINITY PLAN

2 T1 .1 INDEX OF DRAWINGS

CIVIL

3 C-1 4 C-2 5 C-3

SITE PLAN DEMOLITION

SITE PLAN

DETAILS

LANDSCAPE

6 LA 1 .0

7 LA 1. 1

8 LA 1 .2

LANDSCAPE PLAN

LANDSCAPE NOTES AND DETAILS

LANDSCAPE DETAILS

ARCHITECTURAL

LIFE SAFETY PLAN

DEMOLITION PLAN

PNQS 09-4491

9 LS 1 . 1

10 D1.1 11 D 1.2

1 2 AO. 1

DEMOLITION NOTES, BASEMENT & ROOF PLANS AND DETAILS

ACCESSIBLE SHEET & TYP. MOUNTING HEIGHTS

1 3 A0.2 14 A0.3 15 A1.0 16 A1.1 1 7 A 1 .2 1 8 A 1 .3 19 A1.4 20 A2. 1 21 A2.2 22 A2.3 23 A2.4 24 A2.5 25 A2.6 26 A2.7 27 A2.8 28 A2.9 29 A2. 1 0 30 A2. 11 31 A2.12 32 A2.13 33 A2.14 34 A2.15 35 A2. 1 6 36 A2. 1 7 37 A3. 1 38 A3.2 39 A3.3

ACCESSIBLE SHEET & TYP. MOUNTING HEIGHTS

ACCESSIBLE SHEET & TYP. MOUNTING HEIGHTS

ARCHITECTURAL SITE DEMOLITION PLAN

ARCHITECTURAL SITE PLAN - NEW WORK

ARCHITECTURAL SITE DETAILS

ARCHITECTURAL SITE DETAILS

ARCHITECTURAL SITE DETAILS

FLOOR PLAN

BASEMENT FLOOR PLAN AND ENLARGED FLOOR PLAN

PARTIAL ENLARGED KITCHEN FLOOR PLAN

PARTIAL ENLARGED KITCHEN FLOOR PLAN

FINISH SCHEDULE AND NOTES

DOOR AND WINDOW SCHEDULES

DOOR DETAILS

DOOR DETAILS

DOOR DETAILS

DOOR DETAILS

DOOR DETAILS

WINDOW AND LOUVER SCHEDULE

WINDOW DETAILS

WINDOW DETAILS

WINDOW DETAILS

WINDOW DETAILS

LOUVER DETAILS

REFLECTED CEILING PLAN

CEILING DETAILS

ATTIC PLAN

SECTION 00 00 1 0 PAGE 1 OF 5

PNQS 09-4491

SHEET

SEQ. NUMBER

84 QF502

85 QF503

86 QF504

87 QF505

88 QF506

89 QF507

90 QF508

91 QF509

92 QF600

93 QF601

94 QF602

95 QF603

96 QF604

97 QF605

98 QF700

99 QF701

1 00 QF702

101 QF703

1 02 QF704

1 03 QF705

104 QF706

1 05 QF707

1 06 QF708

1 07 QF709

1 08 QF800

109 QF801

SHEET NAME

FOODSERVICE EXHAUST HOOD DETAILS - ITEM 49

FOODSERVICE EXHAUST HOOD DETAILS - ITEM 58

FOODSERVICE EXHAUST HOOD DETAILS - ITEM 91 & 91.1

FOODSERVICE EXHAUST HOOD DETAILS - FIRE SUPPRESSION

FOODSERVICE UTILITY DISTRIBUTION SYSTEM DETAILS SHEET 1 - ITEM 48

FOODSERVICE UTILITY DISTRIBUTION SYSTEM DETAILS SHEET 2 - ITEM 48

FOODSERVICE UTILITY DISTRIBUTION SYSTEM DETAILS SHEET 1 - ITEM 57

FOODSERVICE UTILITY DISTRIBUTION SYSTEM DETAILS SHEET 2 - ITEM 57

FOODSERVICE SPECIAL CONDITIONS NOTES & DETAILS

FOODSERVICE SPECIAL CONDITIONS PLAN - MAIN KITCHEN & SERVERY

FOODSERVICE SPECIAL CONDITIONS PLAN - DISH AREA & ROTC SERVERY

FOODSERVICE ENLARGED WALK-IN COOLER/FREEZER DETAILS

FOODSERVICE WALK-IN COOLER/FREEZER DETAILS

FOODSERVICE DISHROOM CONVEYOR SYSTEM DETAILS

FOODSERVICE CUSTOM FABRICATION PLAN - MAIN KITCHEN & SERVERY

FOODSERVICE CUSTOM FABRICATION PLAN - DISH AREA & ROTC SERVERY

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE EQUIPMENT ELEVATIONS

FOODSERVICE STANDARD DETAILS

FOODSERVICE STANDARD DETAILS

STRUCTURE

11 0 so. 1 111 S1.1 112 S1.2 11 3 S2. 1 11 4 S2.2

GENERAL NOTES AND TYPICAL DETAILS

FOUNDATION PLANS

FRAMING PLANS

SECTIONS AND DETAILS

SECTIONS AND DETAILS

FIRE PROTECTION

1151FP0.1

116 FP1 .1 I

FIRE PROTECTION DETAILS

FIRST FLOOR PLAN - FIRE PROTECTION

PLUMBING

11 7 PO. 1

11 8 P0.2 119 P0.3 1 20 P0.4 1 21 P0.5 122 P0.6

PLUMBING LEGEND AND SCHEDULES

PLUMBING DETAILS

KITCHEN EQUIPMENT SCHEDULE

RISER DIAGRAM - WASTE AND VENT PIPING

RISER DIAGRAM - DOMESTIC WATER PIPING

RISER DIAGRAM - NATURAL GAS PIPING

SECTION 00 00 1 0 PAGE 3 OF 5

PNQS 09-4491

SHEET

SEQ. NUMBER SHEET NAME

123 P 1 . 1 FIRST FLOOR PLAN PLUMBING - DEMOLITION

124 P2. 1 FIRST FLOOR PLAN - PLUMBING - NON-PRESSURE PIPING

125 P2.2 ROOF PLAN - PLUMBING

126 P3. 1 FIRST FLOOR PLAN - PLUMBING - PRESSURE PIPING

MECHANICAL

127 M0.1 128 M0.2 129 M0.3 130 M0.4 131 M1.1 132 M1.2 133 M1.3 134 M1.4 135 M1.5 136 M1.6 137 M2.1 138 M2.2

MECHANICAL SCHEDULES

MECHANICAL DETAILS

MECHANICAL HYDRONIC DETAILS

MECHANICAL CONTROLS

FIRST FLOOR PLAN - HVAC DUCTWORK - DEMOLITION

FIRST FLOOR PLAN - HVAC DUCTWORK - NEW WORK

ATTIC PLAN - HVAC DUCTWORK - NEW WORK

ROOF PLAN - HVAC NEW WORK

FIRST FLOOR PLAN - HVAC PIPING NEW WORK

ATTIC PLAN - HVAC PIPING NEW WORK

MECHANICAL ROOM - HVAC DUCTWORK DEMOLITION AND NEW WORK

MECHANICAL ROOM - HVAC PIPING DEMOLITION AND NEW WORK

ELECTRICAL

1 39 EO. 1

1 40 E0.2 141 E0.3 1 42 E0.4 1 43 E 1 . 1 1 44 E2. 1 1 45 E2.2 1 46 E2.3 147 E2.4 148 E3.1 1 49 E3.2 1 50 E3.3 151 E3.4 1 52 E3.5 153 E3.6 154 E3.7 1 55 E4. 1 156 E5.1 157 E5.2 1 58 E5.3 1 59 E5.4 1 60 E5.5 1 61 E6. 1 1 62 E6.2 1 63 E6.3 1 64 E6.4 1 65 E6.5

ELECTRICAL LEGEND & NOTES

ELECTRICAL LEGEND & NOTES

SITE PLAN - ELECTRICAL DEMOLITION

SITE PLAN - ELECTRICAL NEW WORK

DEMOLITION FLOOR PLAN - ELECTRICAL

NEW FLOOR PLAN - LIGHTING

ATTIC PLAN LIGHTING

LIGHTING CONTROL DETAILS

LIGHTING CONTROL DETAILS

NEW FLOOR PLAN - POWER

NEW FLOOR PLAN - MECHANICAL POWER

NEW ROOF PLAN - MECHANICAL POWER

MECHANICAL GENERAL EQUIPMENT SCHEDULE

KITCHEN PLAN - ELECTRICAL REQUIREMENTS

KITCHEN EQUIPMENT SCHEDULE AND ELECTRICAL REQUIREMENTS

KITCHEN EQUIPMENT SCHEDULE AND ELECTRICAL REQUIREMENTS

NEW FLOOR PLAN - AUXILIARY

LUMINAIRE SCHEDULE, DETAILS & NOTES

PANEL BOARD SCHEDULES, DETAILS & NOTES

PANEL BOARD SCHEDULES

PANEL BOARD SCHEDULES

PANEL BOARD SCHEDULES

FIRE ALARM RISER, DETAILS & NOTES

COMMUNICATIONS RISER DIAGRAM, DETAILS & NOTES

COMMUNICATIONS DETAILS & NOTES

BUILDING 668 COMMUNICATIONS REQUIREMENTS & NOTES

BUILDING 668 COMMUNICATIONS REQUIREMENTS & NOTES (CONT'D)

SECTION 00 00 1 0 PAGE 4 OF 5

THIS SHEET INTENTIONALLY LEFT BLANK.

Section 00005

SECTION 00005

SCHEDULE OF BID ITEMS

Furnish all plant, labor, materials and equipment necessary to perform all work in connection with Project

Number PNQS 09-4491 Repair Dining Facility, Bldg 668 at Maxwell AFB, Alabama, in accordance with the attached specifications and drawings.

Item No. Description Unit of

Issue

Unit

Price Total Amount

0001 Repair Dining Facility, Building 668 EA N/A $

0002 Food Service Equipment EA N/A $

Total Bid Item 0001-0002 $_______________

Company: ___________________________

Signature: ________________________________________

Section 01 00 00.10 Page 1 of 5

SECTION 01 00 00.10

GENERAL REQUIREMENTS – MAXWELL AFB

05/24

PART 1 - GENERAL

1.1 PROJECT SUMMARY

The work covered by these specifications consists of furnishing all plant, labor, equipment and materials and performing all operations in connection with the REPAIR DINING FACILITY, BUILDING 668 to include all areas as indicated on drawings and in strict accordance with these specifications and applicable drawings and subject to terms and conditions of the contract.

The work generally consists of, but is not limited to, the renovating the entire building, to include the kitchen, with the addition to the building for new bathrooms, communications room and fire sprinkler room. Demolition includes the demolition for interior alterations, removal of windows and door systems at exterior openings, removal of the existing roof, demolition of building systems, and site demolition. New work includes new partitions and finishes throughout, windows systems, doors and door frames at exterior openings, a new roof assembly, new building systems, and sitework.

This project includes abatement of hazardous materials.

See Section 01 11 00 – Summary of Work for a more detailed summary.

1.2 BUILDING OCCUPANCY

Buildings will be unoccupied during the construction phase of this project, but the building and the site will be unavailable to commence the work until the ROTC season is complete. Contractor shall perform the majority of work during normal working hours.

See Section 01 11 00 – Summary of Work.

1.3 SCHEDULE OF WORK

The Contractor shall be responsible for establishing a schedule to meet construction time. Contractor shall prepare a work schedule on forms provided for schedule of work. Contractor shall have 640 calendar days to complete the work, but within the constraints of the directed phasing of the project.

PHASING OF WORK: The work herein will be completed in two phases.

1.3.1 PROCURMENT PHASE: This phase will begin after NTP. During this phase, the Contractor shall procure all the materials to execute the work. The Contractor shall process submittals for Government review and coordination, and the Contractor will order and stage materials as required. Building 668 and the site will not be available except for verification of existing conditions, survey and documents. The dining facility in Building 668 will remain operational during this phase.

1.3.2 CONSTRUCTION PHASE: This phase begins after the ROTC season is complete (1 September). The Contractor will receive the facility and site of Building 668 after ROTC season is complete (1 September). The contractor will enable full operations to the government during the next period of ROTC operations, beginning 1 May.

1.4 CONTRACT DRAWINGS AND SPECIFICATIONS

The Contractor must comply with the contract clause entitled "Specifications and Drawings for Construction" (FAR 52.246-21). See Section 01 11 00 para 1.6 for "CONTRACT DRAWINGS

AND SPECIFICATIONS DRAWINGS".

Section 01 00 00.10 Page 2 of 5

1.5 REMOVAL PROCEDURES:

No removed items will be reused in this contract unless specifically listed in these specifications and/or on the drawings. All removed equipment becomes the property of the Contractor unless noted otherwise.

See Section 01 74 19 – Construction Waste and Disposal.

REFER TO SPECIFICATION SECTION 01 00 01.10 – GENERAL REQUIREMENTS ENVIRONMENTAL PROTECTION

1.6 REFERENCED PUBLICATIONS

All publications referenced in these specifications, but may not be shown in each part under paragraph entitled "APPLICABLE PUBLICATIONS", also form a part of these specifications to the extent referenced.

1.7 ENVIRONMENTAL RELEASE REPORTING

An Environmental Release Report shall be completed for all environmental releases that are caused by an Air Force activity or which occur on an Air Force installation or facility. Examples of environmental releases are listed as follows but not limited to: oil releases to navigable waters, hazardous substance release above the reportable quantity, vinyl chloride releases, excessive emissions over amount allowed in permits, hazardous material incidents occurring during transportation, underground storage tank spills and releases, and any emergency incidents of environmental contamination. The Contractor shall immediately notify the TM/Contract Administrator in the event of any environmental release. The following information shall be documented: the time, type, amount, and cause of release.

1.8 PROTECTION OF EXISTING LANDSCAPE DURING CONSTRUCTION:

REFER TO SPECIFICATION SECTION 01 00 01.10 – GENERAL REQUIREMENTS ENVIRONMENTAL PROTECTION

1.8.1 Repair Or Replacement Of Damaged Landscape

If any failure to comply with these General Requirements Section or any other Contract Specification or provision or term of this contract occurs during installation, maintenance, or warranty, the Contractor shall be held responsible. Any damage occurring to Government property during the execution of this contract shall be repaired to the Government standards as defined in "The Maxwell Landscape Management Operational Instruction Manual" by the Contractor at no additional cost to the Government. The repair work shall be inspected and accepted by the Government.

Any discrepancies shall be fixed before acceptance.

1.8.2 Requirements

The following requirements shall be observed by the Contractor in order to protect existing landscape (to include trees, shrubs, flowers, turf, flower beds, sidewalks, patios, fences, etc.) during construction operations.

No vehicle parking is all allowed under canopies or within the drip-line root zone of protected trees. All trees are to be protected unless they are shown to be removed on the plans.

No storage of materials will be allowed under protected tree canopies or beside existing shrub plantings.

1.8.2.1 No storage of materials on turf areas shall be allowed unless the Government has given Contracting Officer approval. If any lawn damage occurs (even with special permission), the Contractor shall restore the lawn per par. 25.02.2.4.05 below.

1.8.2.2 No driving across, parking, or other equipment operations on existing turf shall be permitted unless prior approval has been obtained from the Contracting Officer. If any lawn damage occurs (even with special permission), the Contractor shall restore the lawn

Section 01 00 00.10 Page 3 of 5

1.8.2.3 No pruning or breaking off existing trees or shrubs shall be permitted unless prior approval has been obtained from the Contracting Officer and Base Landscape Architect. If prior approval is not obtained, the Contractor is liable for the repair/replacement of any damaged landscape items.

1.8.2.4 No work shall damage the health of any tree whose roots extend into the construction area. No fences, ropes, cables, signs, or devices of any kind shall be attached to any tree.

1.8.2.5 The TM shall be notified immediately of any damage occurring to a tree in the construction site, or any tree damaged by Contractor personnel. The TM/Contract Administrator shall direct measures, if any, to treat the injury. The Government shall incur no cost for any corrective measures, including, but not limited to, removal and replacement of the tree.

1.8.2.6 If the Contractor causes the death or 60% decline to any protected tree(s) within a 24 month period, the Contractor shall remove and replace the damaged tree(s) with size and species of tree(s) directed by the TM. The size of the new tree(s) shall equal caliper size of removed tree(s).

1.8.2.7 Damaged turf areas shall be replaced with sod per “The Maxwell Landscape Management Operational Instruction Manual.” The use of grass seed to repair turf damage at Maxwell AFB or Gunter Annex is not permitted.

1.9 STAGING AREA

During the Procurement Phase, the Contractor will be assigned a stage area in vicinity of Building 841 to begin stock piling equipment and supplies for the Construction Phase.

During the Construction Phase, the Contractor’s staging area will include the Procurement Area’s staging area and the staging area indicated in the drawings.

An damages to the staging areas, construction sites and transportation routes due to the Contractor’s activities on base will be repaired by the Contractor at no expense to the Government.

1.10 SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS

See Section 01 11 00 – Summary of Work.

10.1 Traffic Laws

All Contractor personnel shall comply with Base traffic regulations.

10.2 Suitability Investigations

See Section 01 50 00 – Temporary Construction Facilities and Controls.

1.11 REQUIRED INSURANCE

See Section 01 30 00 – Administrative Requirements.

1.12 INSPECTION AND ACCEPTANCE

42 CES/CEN is designated as the office responsible for inspecting the work while the Contracting Officer is responsible for final acceptance of the work.

1.13 WARRANTIES

All workmanship, materials, and equipment shall be under warranty for at least one year as set forth in the contract clause entitled "Warranty of Construction" (FAR 52.246-21). See specs for warranties extending beyond the one-year period.

Section 01 00 00.10 Page 4 of 5

PART 2 – PRODUCTS

2.1 Building Entrance Signage.

Provide three building entrance signs in accordance with UFC 3-120-01, Change 4, Section 3-3.2 – Building Entrance Signs. Building entrance signs will include the building number and the facility name. Message to be approved by base architect.

Confirm locations onsite with the base architect. Size of the sign, placement of the sign at the entrances to be selected, and the mounting height will be in accordance with Figure 3-14 – Building Mounted Entry Sign Placement in UFC 3-120-01.

PART 3 – EXECUTION

3.1 REPAIR OR REPLACEMENT OF DAMAGED PROPERTY

In the event of damages of any nature caused by this work (including maintenance and warranty operations) due to improper protection, precaution, or safety measures, such damages shall be repaired or such property shall be replaced by the Contractor at no expense, cost, or charge to the Government. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of the contract, the Government reserves the right to make the necessary corrections and deduct from the contract price the cost to the Government for inconveniences, labor material, etc.

involved. Reference contract clause "Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements" (FAR 52.246-9).

1.12.1 Contractor shall protect all communications cabling while working and if damage is caused by the contractor, then the contractor shall replace the damaged communications cabling with same, or for internal cable, base standard CAT 6 cable. All CAT 6 cable must be home run to the communications room. Copper tie cables must be replaced with same. Fiber optic cables must be a continuous strand with no splices. All communication cabling must be wired to T568B standard.

3.2 FINAL CLEANING

1.13.1 Cleaning Schedule

Execute final cleaning prior to the final inspection.

1.13.2 Procedures

1.13.2.1 Clean surfaces exposed to view.

1.13.2.2 Remove temporary labels, stains, and foreign substances; polish transparent and glossy surfaces; wet mop tile or sealed concrete floors, vacuum carpeted floors, broom clean other floors.

1.13.2.3 Clean equipment and fixtures to a sanitary condition.

1.13.2.4 Clean or replace filters of mechanical equipment.

1.13.2.5 Any additional cleaning as specified in other sections.

1.13.2.6 Clean sites of all construction related and project related debris.

1.13.2.7 Remove waste and surplus materials, rubbish, and construction facilities from the work areas and the site.

3.3 CLOSEOUT PROCEDURES

When the Contractor is ready for final inspection, the Contractor shall notify the Contracting Officer (in writing) within two (2) working days of the desired inspection date. During the inspection, the Contractor and the TM/Contract Administrator shall document all deficiencies on a "punchlist." The Contracting Officer will provide a formal copy of the punchlist to the Contractor. The Contractor shall be responsible for correcting all punchlist items prior to the end of the contract completion date and notify the Contracting Officer (in writing) when

MAFB-PNQS-09-4491

Section 01 00 00.10 Page 5 of 5

Repair Dining Facility, Bldg 668 Maxwell AFB, Alabama the contractor is ready for re-inspection.

- - END OF SECTION - -

THIS SHEET INTENTALLY LEFT BLANK.

ENVIRONMENTAL PROTECTION 01001 Page 1 of 15

SECTION 01001A

EXHIBIT L

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.0 DESCRIPTION

The work covered by this section consists of furnishing all labor, materials, and equipment and performing all work required for the prevention of environmental degradation during and as a result of construction operations under this contract. These requirements are in addition to any environmental protection requirements elsewhere in these specifications. For the purpose of this specification, environmental pollution is defined as the presence of chemical, physical, or biological elements or agents, not naturally occurring at the site, which adversely affect human health or welfare; unfavorably alter ecological balances; negatively affect plant or animal species;

or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution by the contractor requires consideration of air, water, and land, and involves noise control, solid waste management and management of radiant energy and radioactive materials, as well as other pollutants. This section also requires the protection of natural, cultural and historic resources.

1.1 ACRONYMS AND DEFINITIONS

ADEM – Alabama Department of Environmental Management CAA – Clean Air Act

CO – Contracting Officer

CERCLA – Comprehensive Environmental Response, Compensation and Liability

Act

CWA – Clean Water Act

EPA – Environmental Protection Agency

MAFB – Maxwell Air Force Base and Gunter Annex. Throughout this environmental protection section, MAFB (including Gunter Annex) may commonly be referred to as the base or installation.

Media – Any soil, water, or air that is moved, disturbed, or released from a site

OSHA – Occupational Safety and Health Administration

TM – Technical Manager

RCRA – Resource Conservation and Recovery Act

SDWA – Safe Drinking Water Act TSCA – Toxic Substances Control Act

42 CES/CEIE – Maxwell Air Force Base Civil Engineering Squadron, Environmental Section.

Throughout this environmental protection section, this office will commonly be referred to as the

“installation environmental office.”

The terms hazardous, waste, pollutant, contaminant, and substance have the same meanings and usage here as they commonly do in the CAA, CERCLA, RCRA, SDWA, and TSCA.

1.2 CONTRACTOR’S GENERAL ENVIRONMENTAL COMPLIANCE OBLIGATIONS

1.2.1. Work under this contract is to be performed on a government facility. All environmental

ENVIRONMENTAL PROTECTION 01001 Page 2 of 15 rules applying to contractor operations elsewhere shall also apply on the government facility. Contractor (and any of their additional contractors, agents or representatives) shall comply with all applicable Federal, State, and local laws and regulations providing for environmental protection and pollution control and abatement. These include but are not limited to: the Clean Air Act, Clean Water Act, Resource Conservation and Recovery

Act, Comprehensive Environmental Response, Compensation and Liability Act, Toxic

Substances Control Act, Federal Insecticide Fungicide and Rodenticide Act, Coastal

Zone Management Act, Endangered Species Act, Migratory Bird Treaty Act, National

Historic Preservation Act, Archeological Resources Protection Act, Safe Drinking Water

Act, Emergency Planning and Community Right-to-Know Act, Oil Pollution Act, and

Pollution Prevention Act. Contractor has the duty to determine where such laws and regulations apply. Although the contractor may request assistance from the TM/Contract

Administrator or the installation environmental office in delineating applicable environmental laws and regulations, contractor has an independent responsibility to make its own determination and to do so in a timely fashion. Environmental Management

System (EMS) significant aspect is Hazardous Waste Compliance. Please ensure all personnel are aware of applicable RCRA requirements and have reviewed the

Commander’s Policy at the end of this section.

1.2.2. Contractors are responsible to implement their own environmental compliance programs, to ensure that individuals working at the site are properly trained and aware of potential hazards and proper operating procedures, and to ensure that all personnel follow the guidelines of OSHA, EPA, ADEM, and the Air Force’s policies, in addition to any guidelines of the jurisdiction(s) in which the operations will be performed. Compliance with the provisions of this section by lower tier contractors will be the responsibility of the contractor.

1.2.3 Notification: The Contract Administrator will notify the Contractor in writing of any non-compliance with environmental provisions and the action to be taken. The Contractor shall, after receipt of such notice, immediately take corrective action. If the Contractor fails or refuses to comply promptly, the Contract Administrator may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs or damages by the Contractor unless it was later determined that the

Contractor was in compliance.

1.2.4 Maintenance of Pollution Control Facilities During Construction: During the life of this contract, the Contractor shall maintain all facilities constructed for pollution control under this contract as long as the operations creating the particular pollutant are being carried out or until the material concerned has become stabilized to the extent that pollution is no longer being created.

1.3 FINES OR PENALTIES FOR ENVIRONMENTAL NON-COMPLIANCE

The contractor shall be responsible for paying any fines or penalties assessed against the

Government for violations of environmental laws or regulations resulting from acts or omissions of the contractor or its employees, contractors, or agents. This obligation is in addition to any fines or penalties that may be assessed against the contractor for the same conduct. Contractor shall either reimburse these fines or penalties through the appropriate

Contract Administrator, or with the consent of the Contracting office and installation environmental office, the Contractor shall pay such fines or penalties directly to the regulatory agency or agencies concerned.

ENVIRONMENTAL PROTECTION 01001 Page 3 of 15

1.03.1 Pollution Reporting: No hazardous material can be released into the environment (ground, water, air) without prior approval of the contractor. In the event of an accidental release of a hazardous material to any of these medias, the contractor will be notified immediately.

The contractor will supply the means to properly prevent/contain and dispose of an accidental release in accordance with all applicable Federal, State, and Local regulations.

All costs incurred by the contractor during the mitigation and disposal from an accidental release shall be the responsibility of the contractor.

1.4 CONTRACTOR’S LIABILITY FOR ENVIRONMENTAL DAMAGES

Contractor agrees to hold harmless and indemnify the Government for any and all damages of any kind resulting from environmentally harmful activities by the contractor, contractor’s employees, agents, or contractors. “Damages” includes personal injury or death, property damages (including diminution of value), environmental restoration and response costs, natural or cultural resource damages or restoration, expert witness and attorney’s fees, and reimbursement of any and all expenses incurred to obtain permits as a result of contractor’s failure to identify or obtain permits for itself, the Government.

1.5 CONTACT WITH ENVIRONMENTAL REGULATORY OFFICIALS

Contractor shall immediately advise the TM/Contract Officer, 42nd Contracting Office, and the installation environmental office of the content of all contacts with Federal, State, or local environmental regulators; before, during, and after the performance of this contract concerning the performance of this contract.

1.6 PERMITS FOR EQUIPMENT USED BY CONTRACTORIN PERFORMING

GOVERNMENT CONTRACTS.

For equipment used in the performance of this contract, contractor shall obtain in contractor’s name and at no additional expense to the Government all permits, coordination, certifications or other regulatory authorization necessary to perform and complete the work required by this contract under applicable environmental laws and regulations. “Applicable environmental laws and regulations” includes but is not limited to: the Clean Air Act, Clean Water Act, Resource

Conservation and Recovery Act, Comprehensive Environmental Response, Compensation and

Liability Act, (CERCLA), Toxic Substances Control Act, Federal Insecticide Fungicide and

Rodenticide Act, Coastal Zone Management Act, Endangered Species Act, National Historic

Preservation Act, Safe Drinking Water Act, Emergency Planning and Community Right-to-Know

Act, Oil Pollution Act, and Pollution Prevention Act, and State, County, and Local laws and regulations on the same subjects.

1.7 PERMITS NEEDED FOR CONSTRUCTION, EXCAVATION, MODIFICTION,

RENOVATION, DEMOLITION, INSTALLATION, OR OTHER ALTERATION OF

BUILDINGS, STRUCTURES, EQUIPMENT, INSTALLATIONS, REAL

PROPERTY OR SYSTEMS

Contractor shall identify all Federal, State, County, or local permits, coordination, certifications or other regulatory authorization requirements under all applicable environmental laws and regulations. Contractor shall then prepare in draft, and submit to the Contracts office for review, all applicable permit applications, coordination, notices, or other required filings, together with all supporting data. Permit applications, notifications or other documents that must be submitted by

ENVIRONMENTAL PROTECTION 01001 Page 4 of 15 the Government shall be submitted by the Government, and any documents that must be submitted by the contractor shall be returned to the contractor for submission after review. No work requiring permit or other written authorization shall proceed before the contractor has the permit or authorization or a copy thereof in its possession. Copies of all required environmental permits shall be submitted to the Contracts office to be forwarded to the installation environmental office to have on file prior to the start of work.

PART 2 MATERIALS

2.1 ASBESTOS

2.1.1. Asbestos shall not be used or included in this project unless specifically approved in writing by the 42nd Contracting Office and installation environmental office.

2.1.2. If workers should encounter any suspect asbestos-containing material such as fibrous insulation, pipe wrap, asbestos-containing plaster, etc., contractor shall cease any activity that may disturb the material and immediately contact the TM/Contract Administrator for coordination with the installation environmental office.

2.1.3. If potential asbestos-containing material has been identified in connection with proposed work, all asbestos abatement activities shall be conducted by a certified Safe-

State contractor, following base asbestos protocol, asbestos specification section, Maxwell AFB

Asbestos Management and Operations Plan. Contractor shall follow all applicable governing regulations, including, but not limited to: 29 CFR 1926.1101 - OSHA Safety and

Health Regulations for Construction, Subpart Z, Toxic and Hazardous Substances, 29 CFR

1910.1001 - OSHA Standards, Subpart Z, Toxic and Hazardous Substances, and CFR Part

61 - EPA National Emission Standards for Hazardous Air Pollutants (NESHAPS)

2.2 POLYCHLORINATED BIPHENYLS (PCBs)

2.2.1. PCBs shall not be used or included in this project.

2.2.2. If contractor encounters any lighting ballasts, electrical transformers, or other equipment that is suspected to contain PCBs, contractor shall contact the TM/Contract Administrator for notification to the installation environmental office. If the equipment is not labeled or does not specify that the unit has “no PCBs,” it is considered to be suspect and shall be handled as if it may contain PCBs. Disposal shall be coordinated through installation environmental office. Contractor shall not remove any hazardous waste from the installation without installation environmental office knowledge prior to scheduling.

2.3 LEAD-BASED PAINT

2.3.1. Lead-based paint shall not be used or included in this project.

2.3.2. In buildings that were constructed prior to 1978, it should be assumed that lead-based paint is present unless sampling results indicate otherwise. Any activities that will potentially disturb lead-based paint shall be coordinated through the installation environmental office.

Contractor is responsible for complying with the Maxwell AFB Lead-Based Paint

Management Plan and all applicable Federal, State, and local regulations, including OSHA

Lead in Construction Standard 29 CFR 1926.62. Contractor shall be properly trained and is responsible for worker training and protection requirements. Documentation of training shall be provided to the 42nd Contracting Office prior to start of work.

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2.3.3. If suspect lead-based paint is encountered during performance of work, contractor shall coordinate lead-based paint work plan through TM/Contract Administrator for coordination with installation environmental office before proceeding with any activities such as sanding, scraping, demolition, or other activities that may disturb lead-based paint.

2.4 OZONE-DEPLETING SUBSTANCES

2.4.1. The use of Class I ozone-depleting substances is generally prohibited. Any use of a Class

I ozone-depleting substance shall be approved through the installation environmental office prior to use. All Class I ODSs recovered on site shall be returned to the base Civil

Engineering HVAC shop (42 CES/CEOH). All reasonable efforts shall be made to reduce usage of Class II ozone-depleting substances. All usage shall be reported to 42

CES/CEIE.

2.4.2. Contractors shall follow regulations concerning ODS as specified in 42 USC 7671 (b), (c), and (d) and 40 CFR Part 82, Subpart E. All Class I and Class II ODS shall be labeled IAW these regulations.

2.4.3. The contractor shall comply with the applicable requirements of Sections 608 and 609 of the…