PNQS 20-0697 RENOVATE DORM BLDG 697 - Draft Specs.pdf

A PROJECT MANUAL FOR

A & E DESIGN

RENOVATE PERMANENT PARTY

DORM BUILDING 697

MAXWELL AIR FORCE BASE

MONTGOMERY, ALABAMA

AUGUST 10, 2023

PROJECT NUMBER PNQS 20-0697

PHJA/2305US

RTA SUBMITTAL

This Sheet Intentionally Left Blank

PHJA/2308SC

PH&J Architects, Inc. - All rights reserved Page 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

PH&J Architects, Inc. - All rights reserved Page 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

HR HANDRAIL; HOUR

PH&J Architects, Inc. - All rights reserved Page ABB-3

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

PH&J Architects, Inc. - All rights reserved Page ABB-4

T TOILET

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.

Renovate Permanent Party Dorm Building 697 MAFB-PNQS-20-0697 Maxwell AFB, Alabama PHJA/2305US

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 50 00 SUPPLEMENTARY FORMS AND DOCUMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

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

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 82 00 ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 MINERAL FIBER BUILDING INSULATION

07 31 13 ASPHALT SHINGLES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

PROJECT TABLE OF CONTENTS Page 1

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO (DEFS System)

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 35 00 CASEWORK

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 16 DRY PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

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 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 20 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 21 23 HYDRONIC PUMPS

23 30 00 HVAC AIR DISTRIBUTION

23 31 13.00 40 METAL DUCTS

23 36 00.00 40 AIR TERMINAL UNITS

PROJECT TABLE OF CONTENTS Page 2

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLES

23 52 00 HEATING BOILERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 16.00 40 AIR COILS

23 82 46.00 40 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 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 46 13 FOUNDATION DRAINAGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 00 50 00

SUPPLEMENTARY FORMS AND DOCUMENTS

PART 1 GENERAL

1.1 AVAILABLE INFORMATION

1.1.1 Geotechnical Report

The Geotechnical Report prepared by Carmichael Engineering entitled Maxwell AFB Dorm Building 697 Elevator Addition, Report #G23-7036, dated July 12, 2023 is attached for the information of the Contractor.

This report identifies properties of below grade conditions and offers recommendations for the design of foundations.

This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price .

1.2 SUPPLEMENTARY FORMS

The following forms are attached for use by the Contractor in the administration of the project:

A. 01 00 00.10 B - AF Form 3000 Material Submittal Approval

B. 01 00 01.10 C - Contractor's Haz Mat Questionaire v2

C. 01 00 01.10 D - Contractor's Environmental Entry Form v2

D. 01 00 01.10 E - Recycling and Landfill Report Form v2 (Word version available)

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

GeoTechnical Report #G23-7036

01 00 00.10 B - AF Form 3000 Material Submittal Approval

01 00 01.10 C - Contractor's Haz Mat Questionaire v2

01 00 01.10 D - Contractor's Environmental Entry Form v2

01 00 01.10 E - Recycling and Landfill Report Form v2 -- End of Section --

DOCUMENT 00 50 00 Page 1 August 25, 2023

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the following and incidental related work:

A. Remove all furniture and equipment in the building and deliver to locations on Maxwell AFB and/or on Gunter Annex, as directed by the Construction Agent.

B. Demolishing interior finishes, partitions, interior doors and door frames, HVAC, plumbing and plumbing fixtures, electrical power and lighting, telecommunications, fire protection and fire alarm.

C. Construct new interior partitions, exterior and interior doors and door frames, and finishes - ceilings, walls, and flooring.

D. Install new building systems including HVAC to include chiller, plumbing, electrical power and lighting, telecommunications, fully automatic, monitored fire sprinkler system and fire alarm.

E. Slab cutting and infilling for new under slab utilities.

F. Site work includes a new fire sprinkler supply line, new domestic water line and new sanitary line.

1.1.2 Bid Options

Bid Options quoted on Bid Forms will be reviewed and accepted or rejected at Government's option. Accepted Bid Options will be identified in the Owner-Contractor Agreement.

Coordinate related work and modify surrounding work to integrate the Work of each accepted Bid Option

1.1.2.1 Schedule of Bid Options

Bid Option 01: Alterations to Closets, Building 697.

a. Demolish existing closets in the "Jack & Jill" dorm rooms as indicated in the contract documents.

b. Construct new closets as in the "Jack & Jill" dorm rooms as indicated in the contract documents.

Bid Option 02: Construct New Elevator, Building 697.

a. Sitework: excavate and modify the site as required in the contract documents for a new elevator shaft and elevator. Tie into/modify existing utilities as required for new work as indicated in the contract documents.

SECTION 01 11 00 Page 1 August 25, 2023

b. Foundation: Provide new foundation to support the new elevator shaft and elevator as indicated in the contract documents.

c. Elevator shaft: Construct new elevator shaft of materials indicated in the contract documents.

d. Install a new hydraulic 5,000 lb. capacity passenger elevator as indicated in the contract documents.

e. Remove portion of existing roof system on the existing roof for tying into the new elevator shaft.

1.1.3 Location

The work is located at Building 697, Maxwell Air Force Base, AL, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building will not be occupied during performance of work under this Contract.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 COORDINATION

The contractor shall coordinate work with the Technical Manager (TM)/Contract Administrator to avoid interference with necessary activities within and adjacent to the construction site. The Contractor shall coordinate the work of all trades to prevent any conflicts. The Contractor, before proceeding with the construction, shall resolve any conflicts of components.

1.5 SITE VISIT

Contractor is responsible for site investigation in accordance with contract clause entitled "Site Investigation and Conditions Affecting the Work" (FAR 52.236-3).

1.6 CONTRACT DRAWINGS AND SPECIFICATIONS

The Contractor must comply with the contract clause entitled "Specifications and Drawings for Construction" (FAR 52.236-21).

SECTION 01 11 00 Page 2 August 25, 2023

All drawings are diagrammatic and are intended to qualify the materials specified and indicate their intended relationship to each other. The drawings are not to be scaled, rather field conditions should dictate placement. The various scales used on the drawings may not allow the indications of all fittings, offsets, and accessories that may be required. The Contractor is to carefully investigate the conditions that would affect the work to be performed and shall arrange such work accordingly.

1.7 LOCATION OF UNDERGROUND UTILITIES

Prior to excavating for any purpose, the Contractor shall obtain an approved Construction Permit, AF Form 103 (dated July 1982), from the MSD/CE, 400 Cannon Street, Maxwell Air Force Base. The Government will determine what facilities are beneath the surfaces and discuss their locations with the Contractor prior to issuing the AF Form 103. Verify existing utility locations indicated on contract drawings, within area of work.

The purpose of this form is to give the Contractor clearance to excavate a given area, to protect the underground facilities, and to protect personnel from injury.

The Contractor is required to determine the exact location to be excavated in relation to the underground facilities prior to excavating.

The AF Form 103 may note cable, pipe, etc., in the area; if this occurs, Contractor will be responsible for digging in such a manner so as not to damage the hidden facility. Contractor will place particular emphasis on the site inspection prior to proposing to determine which facilities are obviously in the area.

]1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.After receipt of the approved AF Form 103, the Contractor will not perform any excavation work without specific approval by the Contracting Officer.

1.8 SALVAGE MATERIAL AND EQUIPMENT

No removed items will be reused in this contract unless specifically listed in these specifications and/or on the drawings. All removed furnishings and equipment remain Government property. Other removed materials become the Contractor's property unless noted otherwise.

The Contractor will be required to furnish lifting equipment as necessary to remove the equipment and shall provide all equipment to transport the removed Government items to a designated location. All other unused material or debris will be removed from Government-controlled property. Use of Government-contracted dumpsters is prohibited. Unused materials, debris and rubbish shall be disposed of off base in a permitted landfill. The Contractor shall comply with Alabama Department of Environmental Management (ADEM) Code, Division 13, Solid Waste Program, and Chapter 335-13-1, through 335-13-8; Adopted November 18, 1981; Amended July 26, 1996.

SECTION 01 11 00 Page 3 August 25, 2023

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 4 August 25, 2023

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

A. 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 by Contracting Officer (CO)/Contract Administrator for schedule of work. Contractor shall have 360 calendar days to complete the work.

B. Phasing Of Work: The Contractor shall have procure all equipment and material to complete this project prior to the start of work onsite.

The Contractor will have access to the site for construction activities beginning on 01 September 2023, and work shall be completed no later than 31 MARCH 2024.

C. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

The Contractor shall be responsible for the orderly handling of traffic through the work at all times during the life of the construction contract. This shall be accomplished in conformity with Sub article (d).

"HANDLING OF TRAFFIC," of Article 104.04, "Sequence of Construction for Handling Traffic Through the Work and Construction and Maintenance of Detours," of Section 104, "SCOPE OF WORK," of the Alabama Highway Department "Standard Specifications for Highway Construction," 1992 Edition. In this specification, the word "Engineer" Shall be replaced with the words CO.

SECTION 01 14 00 Page 1 August 25, 2023

1.3.1.1 Subcontractors and Personnel Contacts

The Contractor shall notify 42 SFS/SPAI, Maxwell AFB AL, no later than 10 days after contract award a list of contact personnel. The notification shall include:

a. Name, address, and telephone number of each company representative.

b. The contract number and contracting agency (e.g., 42 CONS/PKC).

c. The description of the work to be performed/construction project number.

d. The location(s) of the construction work (i.e., street address or other description of the construction site).

e. The date contract performance begins.

f. Any updates to information previously provided under this paragraph.

The Contractor shall maintain a current listing of employees. The list shall include employee's name, social security number, and level of security clearance (if contract work involves unescorted entry to Air Force restricted or other sensitive areas designated by the installation commander). The list shall be validated and signed by the company Facility Security Officer (FSO) and provided to the TM/Contract Administrator, Maxwell AFB, AL, prior to the contract start date. Updated listing shall be provided when an employee's status or information changes.

1.3.1.2 No Smoking Policy

Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, and its AETC supplement 1, outline the procedures used by the commander to control smoking in our facilities. Contractor employees and visitors are subject to the same restrictions as government personnel. Smoking is permitted only in designated smoking areas.

1.3.2 HEALTH STANDARDS

The following specified guidance is essential to maintaining compliance with the health standards on this base. This contract must adhere to all of the following.

1.3.2.1 Drinking Water:

A. If a facility is to be constructed in which sources of drinking water are provided (sinks, water fountains, showers, etc.), the water lines must be flushed thoroughly prior to occupancy. BEE approval is required before the water is declared potable. If the contractor is required to test the interior water lines, provide BEE the documentation at two weeks prior to occupancy of the facility .If the contractor is not required to do bacteriological testing of the interior water lines, the BEE office should be contacted at least two weeks prior to occupancy so that we may schedule our testing of the system.

B. If water mains are constructed or repaired, disinfection of the lines must be conducted as stated in ANSI/AWWA C651-92, American Water Works Association for Disinfecting Water Mains prior to putting into service. Provide our office with a copy of the documentation that demonstrates compliance with the above requirements. We recommend coordination of the plan to disinfect water mains prior to

SECTION 01 14 00 Page 2 August 25, 2023 construction to ensure that we agree with the disinfection and testing method.

1.3.2.2 Hazardous Materials

All hazardous chemicals (including paint, cleaning solutions, solvents and so on) used by the contractor must be registered with the Maxwell AFB Hazardous Material Manager, which can be contacted at 953-5260.

1.3.2.3 Radioactive Materials (RAM)

Air Force requirements for the management are listed in AFI 40-201, Management Radioactive Materials in the USAF. All contractors who intend to bring RAM (such as the materials in the soil density gauges, X-ray fluorescence meters, etc.) onto Maxwell AFB must first obtain written approval from the Base Radiation Safety Officer (RSO), in the Bioenvironmental Engineering (BEE) Flight 334-953-5848. To provide this approval, the RSO needs a written request no later than 30 days prior to initiating any work requiring radioactive material. The request must include the following information:

A. A copy of your NRC license (or State license with a current NRC FonD

241) that authorizes your use of radioactive material on this installation.

B. Training certificate(s) for individual(s) who will use the instrument on base.

C. The most recent leak/wipe test for the instrument(s) that will be used on base.

D. A signed document on company letterhead paper that includes:

1. A brief description of your proposed activities including:

instruments to be used and their purpose, the contract number and title under which you will work, location of the work (closest building number, annotated map, or similar identification), and anticipated start and end dates (with the understanding that actual days of use are difficult to specify in advance).

2. The name, local address, and telephone number of both the responsible local representative and the RSO.

3. Name and phone number of the Maxwell AFB inspector overseeing the project.

4. An acknowledgement that the Maxwell AFB RSO can make periodic Checks to ensure contractor personnel follow radiation safety practices to prevent exposure to Air Force personnel and avoid contamination of government property as well as an understanding that the Maxwell AFB RSO has the authority to suspend any contractor operation believed to be unsafe.

1.3.2.4 Asbestos

No friable asbestos containing materials will be installed as a part of this contract. Spray application of asbestos or asbestos-containing materials to exposed walls, ceilings, ducts, columns, etc. is prohibited.

In the event friable asbestos containing materials are encountered during

SECTION 01 14 00 Page 3 August 25, 2023

"rip out" and demolition operations, the Contractor shall stop work in that area so that so not to disrupt the asbestos containing materials and notify the TM/Contract Administrator who will take appropriate action.

1.3.2.5 Asbestos/Lead-Based Paint Abatement

Contractors who will perform asbestos and or lead-based paint abatement work must comply with all OSHA regulations and be certified by Safe State of Alabama. In particular, after all visible debris has been removed and the abatement area has been appropriately decontaminated, the contractor must perform clearance sampling verifying the area is clean before re-occupancy can be allowed. BEE must review all clearance sample results prior to government acceptance of abatement areas as clean. Contractors can expedite this process by submitting copies of clearance results directly to the BEE for review.

1.3.3 Working Hours

The Contractor will perform all work during work hours between 6:00 A. M.

and 5:00 P.M (normal working hours). The Contractor will not normally be permitted to work on weekends or on the following legal holidays (or the day the federal government observes these holidays) unless the work has coordinated such work with the TM/Contract Administrator at least 72 hours in advance:

a. New Year's Day

b. Martin Luther King, Jr.'s Birthday

c. Washington's Birthday

d. Memorial Day

e. Juneteenth

f. Independence Day

g. Labor Day

h. Columbus Day

i. Veteran's Day

j. Thanksgiving Day

k. Christmas Day

1.3.4 Occupied Building[s]

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00 Page 4 August 25, 2023

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and gas are considered utility cutovers .

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 FIRE REGULATIONS

The Contractor shall comply with all aspects of the National Fire Protection Association (NFPA) publication 241, "Safeguarding Building Construction, Alteration and Demolition Operations; EM 385-1-1, Safety and Health Requirements Manual; and Maxwell AFB Instruction 32-2005, Fire Prevention and Protection During Construction, Alteration, Demolition, and Repair Operations.

1.5 PROTECTION OF GOVERNMENT PROPERTY AND PERSONNEL

1.5.1 Work Areas Included

A. Construction site: Area or areas in which the work of the contract is accomplished or performed.

B. Storage areas: Area or areas used for the storage of materials, devices, appliances, and equipment to be used in the work.

C. Office and shed areas: Area or areas for placing or setting of temporary field office, tool sheds, or storage sheds.

D. Transportation areas: Area or areas that are defined as streets, roads, driveways, parking areas, etc., paved, treated, and unpaved;

area or areas not paved, such as grass plots or grass areas used for transportation purposes.

1.6 SECURITY REQUIREMENTS

1.6.1 PASS AND IDENTIFICATION

The Contractor shall obtain the following pass and identification items:

A. DD Form 1172, "Application for Uniformed Services Identification Card" (AFI 36-3001 and AETCR 30-1). Forms shall be supplied by the Contracting Office Customer Service Station. The Contractor shall fill out the forms and take them to Pass and Identification, Building 502, 10 North Pine Street, Maxwell AFB.

B. AETC Form 58, "Civilian Identification Card" (AETCR 30-1). Pass and Identification will issue this to each Contractor employee.

C. AF Form 2219 (series), "Registered Vehicle Expiration Tab", (AFI

SECTION 01 14 00 Page 5 August 25, 2023

31-204), "Motor Vehicle Traffic Supervision" and DD Form 2220, "DOD Registered Vehicle and Installation Tab" (AFI 31-204). The Security Forces, Pass and Registration Section, Building 502, 10 North Pine Street (at the Bell Street entrance) will issue vehicle registration decals, upon proof of employment, insurance, ownership of vehicle, and a valid driver's license. A temporary decal will be issued if employment is for six months or less.

D. AF Form 1199, USAF Restricted Area Badge, or a locally developed badge (if applicable).

E. AF Form 75, Visitor/Vehicle Pass (AFI 31-204)

F The Contractor shall retrieve all identification media, including vehicle decals from employees who depart for any reason before the contract expires (e.g., terminated for cause, retirement, etc.)

1.6.2 PHYSICAL SECURITY; KEY CONTROL; LOCK COMBINATIONS &

CONTROLLED/RESTRICTED AREAS

1.6.2.1 Physical security

The Contractor shall be responsible for safeguarding all Government property and controlled forms provided for the Contractor's use. At the end of each work period, all Government facilities, equipment, and materials shall be secured. The Contractor shall also be responsible for the security of his own facilities, equipment, and material.

1.6.2.2 Key control.

The Contractor shall establish and implement methods of making sure all keys issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. The following shall apply:

A. The Contractor shall not duplicate any keys issued by the Government

B. The Contractor shall immediately report any occurrences of lost or duplicated keys to the Government.

C. In the event of lost or duplicated keys, the Contractor may be required, upon written direction of the Government, to re-key or replace the affected lock or locks without cost to the Government.

The Government may, however, at its option, replace the affected lock or locks or perform re-keying and deduct the cost of such from payment due the Contractor. In the event a master key is lost or duplicated, the Government shall replace all locks and keys for that system and the total cost deducted from payment due the Contractor.

D. The Contractor shall prohibit the use of Government issued keys by any persons other than the Contractor's employees and the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in performance of contract work requirements in those areas.

1.6.2.3 Controlled/Restricted Areas.

The Contractor shall implement local Base procedures for entry to Air Force control/restricted areas where Contractor personnel will work.

SECTION 01 14 00 Page 6 August 25, 2023

1.6.2.4 Lock combinations.

The Contractor shall control access to all Government-provided lock combinations to preclude unauthorized entry.

1.6.3 OPERATING INSTRUCTION (OI)

If applicable, the Contractor shall develop an OI for internal circulation control, protection of resources, and regulated entry into Air Force controlled areas during normal, simulated, and actual emergency operations. The OI shall be coordinated through 42 SFS/SPAIR located at 130 W. Selfridge Street, Maxwell AFB, and shall be written in accordance with AFI 31-209 ("Air Force Resource Protection Program"), the local Base Operations Plan, and AFI 31-210 ("Anti-Terrorism Program").

1.6.4 REPORTING THREATS TO SECURITY

The Contractor shall comply with the requirements of AFI 71-101V1, "Counterintelligence Awareness and Briefing Program." Contractor personnel shall report to an appropriate authority any information or circumstances of which they are aware that may pose a threat to the security of DOD or Contractor personnel, resources, and classified or unclassified defense information. Contractor employees shall be briefed by their immediate supervisor upon initial on-base assignment.

1.6.5 WEAPONS, FIREARMS, AND AMMUNITION

Contractor employees are prohibited from possessing weapons, firearms, or ammunition on themselves or within Contractor-owned or privately owned vehicles while on Maxwell AFB or Gunter Annex.

PART 2 PRODUCTS

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 7 August 25, 2023

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule;

SD-07 Certificates

Monthly Updates

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Within 30 calendar days after contract award and Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of AF 3064 Progress Schedule attached to the end of this section. . The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

An Excel format of the schedule can be provided by the Contracting Officer upon request.

SECTION 01 32 16.00 20 Page 1 August 25, 2023

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Longest Path: Include printed copy on 11 by 17 inch paper, landscape setting;

(3) Date/time constraint(s), other than those required by the contract;

(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.

(5) Any decrease in previously reported activity Earned Amount;

(6) Pending items and status thereof, including permits, changes orders, and time extensions;

(7) Status of Contract Completion Date and interim milestones;

(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(9) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.5 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.6 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the

SECTION 01 32 16.00 20 Page 2 August 25, 2023 remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

01 32 01 AF Form 3064 Progress Schedule -- End of Section --

SECTION 01 32 16.00 20 Page 3 August 25, 2023

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work must be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work must be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

SECTION 01 33 00 Page 1 August 25, 2023

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by

SECTION 01 33 00 Page 2 August 25, 2023 responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

D…