Attachment 2 Bldg 1E Specifications.pdf

BH 81077-01

TOBYHANNA ARMY DEPOT

SPECIFICATIONS

RENOVATIONS TO BUILDING 1E

CONTRACT NO. W912BU-19-D-0001

FOR

TOBYHANNA ARMY DEPOT

U.S. ARMY CORPS OF ENGINEERS – PHILADELPHIA DISTRICT

JULY 2020

100% Submission

2020 07 22

BH 81077-01 Tobyhanna Army Depot SOD Hexavalent Chromium Upgrade

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 11 50 PHASING OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 SELECTIVE BUILDING DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

06 71 00 FIBERGLASS REINFORCED POLYMER (FRP) PRODUCTS AND

FABRICATIONS

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 22 00 ROOF AND DECK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

PROJECT TABLE OF CONTENTS Page 1

08 11 13 STEEL DOORS AND FRAMES

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 16.20 VERTICAL LIFT FABRIC DOORS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 WINDOW BLINDS

12 31 00 MANUFACTURED METAL CASEWORK

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 00 70 PLUMBING, HEALTHCARE FACILITIES

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

22 07 19.00 40 PLUMBING PIPING INSULATION

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

22 66 53.00 40 CHEMICAL-WASTE AND VENT PIPING

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

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 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

PROJECT TABLE OF CONTENTS Page 2

2020 07 22 sschaefer Text Box

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 01.00 20 TESTING INDUSTRIAL VENTILATION SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 11 25 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 22 13.35 40 STEAM TRAPS

23 22 23.00 40 STEAM CONDENSATE PUMPS

23 22 25.00 40 STEAM VALVES

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 POWER VENTILATORS

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST SYSTEM DUCTWORK, FANS

AND COMPONENTS

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 41 13.00 40 PANEL FILTERS

23 52 33.03 20 WATER-TUBE BOILERS, OIL/GAS OR OIL

23 52 49.00 20 STEAM BOILERS AND EQUIPMENT (500,000 - 18,000,000 BTU/HR)

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 57 10.00 10 UNFIRED CLEAN STEAM GENERATOR

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 70 02.00 10 CENTRAL STEAM GENERATING SYSTEM - COMBINATION GAS AND OIL

FIRED

23 71 19 CHILLED WATER BUFFER TANK

23 72 00.00 10 ENERGY RECOVERY SYSTEMS

23 74 33.00 40 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP

AIR-CONDITIONERS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 29 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 00.00 20 TERMINAL HEATING UNITS

23 82 01.00 10 STEAM HUMIDIFIERS

23 82 16.00 40 AIR COILS

23 82 19.00 40 FAN COIL UNITS

23 82 46.00 40 ELECTRIC CABINET UNIT HEATERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 3

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DI VI SI ON 44 - POLLUTI ON AND WASTE CONTROL EQUI PMENT

44 10 00 INDUSTRIAL EXHAUST SCRUBBER SYSTEM AND ACCESSORIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.01 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description

This Project is the Renovations of Building 1E Support Operations Division (S.O.D) and is largely mechanical in nature. The Plating Shop exhaust systems will be upgrade to bring Hexavalent Chromium levels into compliance with current ACGIH standards.

Mechanical system modifications include, but are not limited to rooftop AHU-1; interior AHU-2; comfort rooftop chillers ACC-1, ACC-2, ACC-3; two make-up air units; exhaust fans;

humidification; ventilation; two boilers; and an industrial scrubber. Architectural work includes renovation of the toilet/locker/showers,breakroom, offices, and the chemical laboratory and construction of cooling rooms. The laboratory renovation includes new casework and fume hoods. The breakroom renovation includes new casework and furnishings. The toilet/locker/showers includes new plumbing fixtures, toilet partitions, shower stalls, metal lockers and benches. The finishes will be upgraded throughout. The roof will be replaced.

Electrical work includes replacing lighting and emergency lighting with energy efficient LED lights, modifications to power to accommodate the new equipment, IT/communications,and other systems, and lighting protection. Modifications will be made to the fire alarm and fire sprinkler suppression systems to accommodate the new layouts.

Employees will continue to work in the building through the construction and new work will need to be phased to accommodate the day to day operations. The employees work on three shifts.

Construction in some areas may need to be completed on the third shift and/or weekends to facilitate the overall day to day operations

B. Location

The work is located in Building 1E, Tobyhanna Army Depot, Tobyhanna, PA approximately as indicated on the cover sheet. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 1

1.03 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.04 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.

1.05 CONTRACT DOCUMENTS

The drawings must be read in conjunction with the technical specifications which form a part of the Contract Documents and may contain addition requirements not shown on the drawings. References on drawings to various trade contractors shall mean the General Contractor. The work shall conform to the project drawings and specifications. Any deviations from the Contract documents are subject to approval by the Contracting Officer.

A. General

1E-1-10 CS-01 COVER SHEET

1E-1-11 G-001 PROJECT PHASING

B. Structural

1E-2-02 S-01 STRUCTURAL GENERAL NOTES

1E-2-03 S-02 STRUCTURAL TYPICAL DETAILS

1E-2-04 S-03 PARTIAL FLOOR PLAN AREA 4

1E-2-05 S-04 STRUCTURAL SECTIONS

1E-2-06 S-05 ROOF PLAN STRUCTURAL

C. Architectural

1E-1-12 A-01 ARCHITECTURAL LEGENDS AND PARTITION TYPES

1E-1-13 A-02 PARTIAL DEMOLITION PLANS AREAS 1 & 2

SECTION 01 11 00 Page 2

1E-1-14 A-03 PARTIAL DEMOLITION PLAN AREA 3

1E-1-15 A-04 PARTIAL DEMOLITION PLAN AREA 4

1E-1-16 A-05 PARTIAL DEMOLITION PLAN AREA 5

1E-1-17 A-06 DEMOLITION - ROOF PLAN

1E-1-18 A-07 PARTIAL FLOOR PLANS AREAS 1 & 2

1E-1-19 A-08 PARTIAL FLOOR PLAN AREA 3

1E-1-20 A-09 PARTIAL FLOOR PLAN AREA 4

1E-1-21 A-10 PARTIAL FLOOR PLAN AREA 5

1E-1-22 A-11 ROOF PLAN - NEW

1E-1-23 A-12 PARTIAL REFLECTED CEILING PLAN AREAS 1 & 2

1E-1-24 A-13 PARTIAL REFLECTED CEILING PLAN AREA 3

1E-1-25 A-14 PARTIAL REFLECTED CEILING PLAN AREA 4

1E-1-26 A-15 PARTIAL REFLECTED CEILING PLAN AREA 5

1E-1-27 A-16 LARGE SCALE PLANS AND ELEVATIONS

1E-1-28 A-17 LARGE SCALE CHEM LAB PLAN, CASEWORK ELEVATIONS

& DETAILS

1E-1-29 A-18 ROOF DETAILS

1E-1-30 A-19 DOOR SCHEDULE

1E-1-31 A-20 FINISH SCHEDULE

1E-1-32 A-21 FURNITURE PLANS AREAS 1&2

D. Fire Protection

1E-3-02 FP-001 FIRE PROTECTION LEGEND, ABBREVIATIONS,

GENERAL NOTES & DETAILS

1E-3-03 FP-101 PARTIAL GALLERY FLOOR PLAN AREA G1 FIRE

PROTECTION-DEMOLITION

1E-3-04 FP-102 PARTIAL MAIN FLOOR PLAN AREA M1,M2 FIRE

PROTECTION - DEMOLITION

1E-3-05 FP-103 PARTIAL MAIN FLOOR PLAN AREA M3 FIRE

PROTECTION - DEMOLITION

1E-3-06 FP-104 PARTIAL MAIN FLOOR PLAN AREA M4 FIRE

PROTECTION - DEMOLITION

1E-3-07 FP-105 PARTIAL MAIN FLOOR PLAN AREA M5 FIRE

PROTECTION - DEMOLITION

SECTION 01 11 00 Page 3

1E-3-08 FP-106 PARTIAL GALLERY FLOOR PLAN AREA G1 FIRE

PROTECTION - NEW WORK

1E-3-09 FP-107 PARTIAL MAIN FLOOR PLAN AREA M1,M2 FIRE

PROTECTION - NEW WORK

1E-3-10 FP-108 PARTIAL MAIN FLOOR PLAN AREA M3 FIRE

PROTECTION - NEW WORK

1E-3-11 FP-109 PARTIAL MAIN FLOOR PLAN AREA M4 FIRE

PROTECTION - NEW WORK

1E-3-12 FP-110 PARTIAL MAIN FLOOR PLAN AREA M5 FIRE

PROTECTION - NEW WORK

E. Plumbing

1E-3-13 P-01 PLUMBING LEGENDS, GENERAL NOTES & ABBREVIATIONS

1E-3-14 P-02 PLUMBING OVERALL FLOOR PLAN

1E-3-15 P-03 PLUMBING ENLARGED DEMOLITION FLOOR PLANS -

TOILET/LOCKER ROOM

1E-3-16 P-04 PLUMBING ENLARGED DEMOLITION FLOOR PLANS -

CHEMISTRY LAB

1E-3-17 P-05 PLUMBING ENLARGED FLOOR PLANS - TOILET/LOCKER

ROOM

1E-3-18 P-06 PLUMBING ENLARGED FLOOR PLANS - CHEMISTRY ROOM

1E-3-19 P-07 PLUMBING DETAILS

1E-3-20 P-08 PLUMBING SCHEDULES

1E-3-21 P-09 PLUMBING RISERS

F. Mechanical

1E-4-02 M-001 MECHANICAL LEGEND AND ABBREVIATIONS

1E-4-03 M-101 PARTIAL GALLERY FLOOR PLAN AREA G1 MECHANICAL -

DEMOLITION

1E-4-04 M-102 PARTIAL GALLERY FLOOR PLAN AREA G2 MECHANICAL -

DEMOLITION

1E-4-05 M-103 PARTIAL GALLERY FLOOR PLAN AREA G3 MECHANICAL -

DEMOLITION

1E-4-06 M-104 PARTIAL GALLERY FLOOR PLAN AREA G4 MECHANICAL -

DEMOLITION

1E-4-07 M-105 PARTIAL GALLERY FLOOR PLAN AREA G5 MECHANICAL -

DEMOLITION

1E-4-08 M-106 PARTIAL GALLERY FLOOR PLAN AREA G6 MECHANICAL -

DEMOLITION

SECTION 01 11 00 Page 4

1E-4-09 M-107 PARTIAL MAIN FLOOR PLAN AREA M1, M2 MECHANICAL

- DEMOLITION

1E-4-10 M-108 PARTIAL MAIN FLOOR PLAN AREA M3 MECHANICAL -

DEMOLITION

1E-4-11 M-109 PARTIAL MAIN FLOOR PLAN AREA M4 MECHANICAL -

DEMOLITION

1E-4-12 M-110 PARTIAL MAIN FLOOR PLAN AREA M5 MECHANICAL -

DEMOLITION

1E-4-13 M-111 PARTIAL ROOF PLAN AREA R1 MECHANICAL -

DEMOLITION

1E-4-14 M-112 PARTIAL ROOF PLAN AREA R2 MECHANICAL -

DEMOLITION

1E-4-15 M-113 PARTIAL GALLERY FLOOR PLAN AREA G1 MECHANICAL -

NEW WORK

1E-4-16 M-114 PARTIAL GALLERY FLOOR PLAN AREA G2 MECHANICAL -

NEW WORK

1E-4-17 M-115 PARTIAL GALLERY FLOOR PLAN AREA G3 MECHANICAL -

NEW WORK

1E-4-18 M-116 PARTIAL GALLERY FLOOR PLAN AREA G4 MECHANICAL -

NEW WORK

1E-4-19 M-117 PARTIAL GALLERY FLOOR PLAN AREA G5 MECHANICAL -

NEW WORK

1E-4-20 M-118 PARTIAL GALLERY FLOOR PLAN AREA G6 MECHANICAL -

NEW WORK

1E-4-21 M-119 PARTIAL MAIN FLOOR PLAN AREA M1, M2 MECHANICAL

- NEW WORK

1E-4-22 M-120 PARTIAL MAIN FLOOR PLAN AREA M3 MECHANICAL -

NEW WORK

1E-4-23 M-121 PARTIAL MAIN FLOOR PLAN AREA M4 MECHANICAL -

NEW WORK

1E-4-24 M-122 PARTIAL MAIN FLOOR PLAN AREA M5 MECHANICAL -

NEW WORK

1E-4-25 M-123 PARTIAL ROOF PLAN AREA R1 MECHANICAL - NEW

WORK

1E-4-26 M-124 PARTIAL ROOF PLAN AREA R2 MECHANICAL - NEW

WORK

1E-4-27 M-401 PARTIAL PLANS MECHANICAL - DEMOLITION

1E-4-28 M-402 PARTIAL PLANS MECHANICAL - NEW WORK

1E-4-29 M-501 MECHANICAL DETAILS

SECTION 01 11 00 Page 5

1E-4-30 M-502 MECHANICAL DETAILS

1E-4-31 M-503 MECHANICAL DETAILS

1E-4-32 M-504 MECHANICAL DETAILS

1E-4-33 M-505 MECHANICAL DETAILS

1E-4-34 M-601 MECHANICAL SCHEDULES

1E-4-35 M-602 MECHANICAL SCHEDULES

1E-4-36 M-603 MECHANICAL CONTROLS

1E-4-37 M-604 MECHANICAL CONTROLS

1E-4-38 M-605 MECHANICAL CONTROLS

1E-4-39 M-606 MECHANICAL CONTROLS

1E-4-40 M-607 MECHANICAL CONTROLS

1E-4-41 M-608 MECHANICAL CONTROLS

1E-4-42 M-609 MECHANICAL POINTS LISTS

1E-4-43 M-610 MECHANICAL POINTS LISTS

1E-4-44 M-611 MECHANICAL POINTS LISTS

1E-4-45 M-612 MECHANICAL POINTS LISTS

1E-4-46 M-613 AIR FLOW BALANCE MECHANICAL

G. Electrical

1E-5-02 E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL

NOTES

1E-5-03 E-101 PARTIAL GALLERY FLOOR PLAN AREA G1 ELECTRICAL -

DEMOLITION

1E-5-04 E-102 PARTIAL MAIN FLOOR PLAN AREA M1, M2 ELECTRICAL

- DEMOLITION

1E-5-05 E-103 PARTIAL MAIN FLOOR PLAN AREA M3 ELECTRICAL -

DEMOLITION

1E-5-06 E-104 PARTIAL MAIN FLOOR PLAN AREA M4 ELECTRICAL -

DEMOLITION

1E-5-07 E-105 PARTIAL MAIN FLOOR PLAN AREA M5 ELECTRICAL -

DEMOLITION

1E-5-08 E-106 PARTIAL ROOF PLAN AREA R1 ELECTRICAL -

DEMOLITION

1E-5-09 E-107 PARTIAL ROOF PLAN AREA R2 ELECTRICAL -

SECTION 01 11 00 Page 6

DEMOLITION

1E-5-10 E-108 PARTIAL GALLERY FLOOR PLAN AREA G1 ELECTRICAL -

NEW WORK

1E-5-11 E-109 PARTIAL MAIN FLOOR PLAN AREA M1, M2 ELECTRICAL

- NEW WORK

1E-5-12 E-110 PARTIAL MAIN FLOOR PLAN AREA M3 ELECTRICAL -

NEW WORK

1E-5-13 E-111 PARTIAL MAIN FLOOR PLAN AREA M4 ELECTRICAL -

NEW WORK

1E-5-14 E-112 PARTIAL MAIN FLOOR PLAN AREA M5 ELECTRICAL -

NEW WORK

1E-5-15 E-113 PARTIAL ROOF PLAN AREA R1 ELECTRICAL - NEW WORK

PARTIAL

1E-5-16 E-114 ROOF PLAN AREA R2 ELECTRICAL - NEW WORK

1E-5-17 E-115 ROOF PLAN LIGHTNING PROTECTION - DEMOLITION

1E-5-18 E-401 PARTIAL PLANS ELECTRICAL - DEMOLITION

1E-5-19 E-402 PARTIAL PLANS ELECTRICAL - NEW WORK

1E-5-20 E-501 EXISTING ELECTRICAL ONE-LINE FOR MAIN

DISTRIBUTION SWITCHGEAR 'MDP'

1E-5-21 E-502 ELECTRICAL ONE-LINE FOR MAIN DISTRIBUTION

SWITCHGEAR 'MDP'

1E-5-22 E-503 EXISTING ELECTRICAL ONE-LINE AND ELEVATION FOR

'MCC1'

1E-5-23 E-504 ELECTRICAL ONE-LINE AND ELEVATION FOR 'MCC1'

EXISTING

1E-5-24 E-505 ELECTRICAL ONE-LINE AND ELEVATION FOR 'MCC2'

1E-5-25 E-506 ELECTRICAL ONE-LINE AND ELEVATION FOR 'MCC2'

EXISTING

1E-5-26 E-507 ELECTRICAL ONE-LINE AND ELEVATION FOR 'MCC3'

1E-5-27 E-508 EXISTING ELECTRICAL ONE-LINE AND ELEVATION FOR

'MCC4'

1E-5-28 E-509 EXISTING ELECTRICAL ONE-LINE AND ELEVATION FOR

'MCC5'

1E-5-29 E-510 EXISTING ELECTRICAL ONE-LINE FOR SWITCHBOARD

'SWBD1'

1E-5-30 E-511 EXISTING ELECTRICAL ONE-LINE FOR SWITCHBOARD

'SWBD2' & BUSWAY "B1'

SECTION 01 11 00 Page 7

1E-5-31 E-512 EXISTING ELECTRICAL ONE-LINE FOR SWITCHBOARD

'SWBD3'

1E-5-32 E-513 ELECTRICAL ONE-LINE FOR SWITCHBOARD 'SWBD3'

1E-5-33 E-601 ELECTRICAL PANEL SCHEDULES

1E-5-34 E-602 ELECTRICAL PANEL SCHEDULES

1E-5-35 E-603 ELECTRICAL PANEL SCHEDULES

1E-5-35 E-604 LIGHTING FIXTURE SCHEDULE

H. Fire Alarm

1E-5-37 FA-001 FIRE ALARM LEGEND, ABBREVIATIONS, AND GENERAL

NOTES

1E-5-38 FA-101 PARTIAL GALLERY FLOOR PLAN AREA G1 FIRE ALARM

- DEMOLITION

1E-5-39 FA-102 PARTIAL MAIN FLOOR PLAN AREA M1, M2 FIRE ALARM

- DEMOLITION

1E-5-40 FA-103 PARTIAL MAIN FLOOR PLAN AREA M3 FIRE ALARM -

DEMOLITION

1E-5-41 FA-104 PARTIAL MAIN FLOOR PLAN AREA M4 FIRE ALARM -

DEMOLITION

1E-5-42 FA-105 PARTIAL MAIN FLOOR PLAN AREA M5 FIRE ALARM -

DEMOLITION

1E-5-43 FA-106 PARTIAL ROOF PLAN AREA R1 FIRE ALARM -

DEMOLITION

1E-5-44 FA-107 PARTIAL ROOF PLAN AREA R2 FIRE ALARM -

DEMOLITION

1E-5-45 FA-108 PARTIAL GALLERY FLOOR PLAN AREA G1 FIRE ALARM

- NEW WORK

1E-5-46 FA-109 PARTIAL MAIN FLOOR PLAN AREA M1, M2 FIRE ALARM

- NEW WORK

1E-5-47 FA-110 PARTIAL MAIN FLOOR PLAN AREA M3 FIRE ALARM -

NEW WORK

1E-5-48 FA-111 PARTIAL MAIN FLOOR PLAN AREA M4 FIRE ALARM -

NEW WORK

1E-5-49 FA-112 PARTIAL MAIN FLOOR PLAN AREA M5 FIRE ALARM -

NEW WORK

1E-5-50 FA-113 PARTIAL ROOF PLAN AREA R1 FIRE ALARM - NEW

WORK

1E-5-51 FA-114 PARTIAL ROOF PLAN AREA R2 FIRE ALARM - NEW

SECTION 01 11 00 Page 8

WORK

1E-5-52 FA-115 FIRE ALARM MATRIX & DETAILS

1E-5-53 FA-601 FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM

1.06 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION NO. DESCRIPTION QUANTITY

As indicated on Architectural plans

Misc.

Laboratory Equipment

As indicated on Architectural plans

A. Delivery Schedule

Notify the Contracting Officer in writing at least 15 calendar days in advance of the date on which the materials and equipment are required.

B. Delivery Location

The materials and equipment are located in Building 1E and need to be moved to and from the Lab. Coordinate relocation with TYAD personnel.

1.07 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area on site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

Use TYAD Equipment pick-up sheet for dispersal of equipment.

1.08 CLEAN-UP

A. Debris and Rubbish

Debris and rubbish shall be removed daily. Debris shall be removed and transported in a manner as to prevent spillage on streets or adjacent areas.

B. Regulations

All construction debris must be disposed of at a Pennsylvania Department of Environmental Protection and Monroe County

SECTION 01 11 00 Page 9

Municipal Waste Management Authority permitted and authorized facility. The Contractor shall comply with the Monroe County Solid Waste Management Plan including the construction demolition debris hauling license requirements.

1.09 RECORD DRAWINGS

Refer to Section 01 78 00, CLOSEOUT SUBMITTALS for As-built documentation requirements.

1.10 APPROVED EQUALS

The U. S. Government shall reserve the right to approve or reject said "equals" on the basis of quality performance, composition, size, aesthetics, workmanship, accessories or function. IF the Contractor wishes to substitute an "equal for the specified equipment, he must submit five copies of the manufacturer's specifications and catalog cuts of the particular item to the COR for approval. Citation of trade names in this specification does not constitute an official endorsement or promotion of such commercial products by the Government.

1.11 DRAWING ERROR AND OMISSION

A. General

Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings an specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 10

SECTION 01 11 50

PHASING OF WORK

07/20

PART 1 GENERAL

1.01 SUMMARY

The SOD Hexavalent Chromium Upgrade in f Building 1E will be performed as phased construction. The Work shall be conducted in three (3) phases. The Phases are delineated in the Contract Drawings. The phases may overlap but are not intended to coincide. Substantial completion will not occur for each phase.

Before commencing Work for each phase, the Contractor shall submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion dates.

The Government will occupy the areas of the building during entire construction period. Coordinate with Contracting Officer during construction operations to minimize conflicts and facility Government usage. Perform work so as not to interfere with Government's operations. Provide not less than two (2) week's notice to the Contracting Officer for activities that will affect Government's operations.

During the course of phasing of the construction, it is the Contractor's responsibility to maintain all services including, but not limited to, heating, ventilation and air conditioning; controls;

plumbing; fire protection; lighting; power; voice/data; public address;fire alarm, and steam. These systems must remain in service in both the existing spaces and/or the newly constructed/renovated spaces occupied by the Government. It is the Contractor's responsibility to maintain the continuity of all systems within the time frames required by the schedule and Project duration. For example, temporary heating may be required to maintain the continuity of the heating system.

The Contractor may need to access areas adjoining the phased work to complete the Work described in the Construction Documents. Coordinate the access required with Contracting Officer during construction operations to minimize conflicts to facilitate Government usage.

Perform work so as not to interfere with Government's operations.

Work may be required to be performed on third shift or over weekends/holidays to minimize disturbances. Provide not less than two

(2) week's notice to the Contracting Officer of activities that will affect Government's operations.

Coordinate work that will cause excessive noise, odors, vibrations or disturbances with the Contracting Officer. Work may be required to be performed on third shift or over weekends/holidays to minimize disturbances. Provide not less than two (2) week's notice to the Contracting Officer of activities that will affect Government's operations.

The Contractor shall provide temporary partitions with doors between occupied and unoccupied portion of the building. The Contractor must

SECTION 01 11 50 Page 1 maintain exits to the outside from any portion of the building that is occupied. Partitions shall be constructed and sealed in such a way as to prevent migration of dust and construction odors into the occupied portions of the building. Temporary partitions shall be constructed of painted plywood over metal studs. The door shall be solid core wood in hollow metal frames. The assembly will incorporate only new materials.

Door hardware will allow egress without the use of a key. In addition, signage will be required on the occupied side of the partition to provide direction to occupants.

Contractor is responsible for operation and maintenance of all new equipment and systems until the official date of Substantial Completion. Contractor shall respond within 12 hours to all requests for service or adjustments prior to Substantial Completion. Warranty coverage and the accompanying requirements will begin at the date of Substantial Completion and continue for the warranty period specified.

1.02 PROJECT PHASING

The project phasing has been established as part of the Construction drawing sheet G-001.:

Each phase of the work includes, but is not limited to, architectural;

roofing; interiors; structural; heating, ventilation and air conditioning; controls; plumbing; fire protection; lighting; power;

voice/data; public address; fire alarm; and lightning protection; with the associated startup, commissioning, testing, adjusting, balancing, and temporary work coinciding with the work.

1.03 SITE

Generally, the site work shall be completed in appropriate work sequence and is very limited in scope.

Access to the parking lots, loading docks, drive ways, and exits shall remain operational.

Perform work so as not to interfere with Government's operations. Work may be required to be performed on third shift or over weekends/holidays to minimize disturbances. Provide not less than one week's notice to the Contracting Officer of site-related activities that will affect Government's operations.

PART 2 PRODUCTS - Not USED

PART 3 EXECUTION - NOT USED

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SECTION 01 11 50 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.01 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. Code (USC)

8 USC 1101 Definitions

1.02 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.03 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) All work performed in Plating Shop.

(2) All work performed in Chemical Laboratory.

b. The building will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

d. Plating shop operations are restricted primarily to outside the first shift so there is minimum impact to the day to day operations. The Plating Shop operational schedule can be modified if planned for well in advance. Request permission to interrupt operations 45 calendar days in advance of outage. The maximum amount of time the Plating shop can be shut down is 60 hours beginning at 5:00 pm on a Friday.

SECTION 01 14 00 Page 1

1.04 CONTRACTOR ACCESS AND USE OF PREMISES

A. 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 hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1. Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

2. No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

3. COVID-19

At the time of this writing, COVID-19 restrictions and requirements are in place. COVID-19 procedures must be followed by the Contractor.

4. Respirators

Respirators are required, in addition to other Personal Protective Equipment,for working for durations greater than 15 minutes in the Plating Shop and Gallery.

B. Working Hours

Regular working hours must consist of an period established by the Contracting Officer, between 6:30 a.m. and 4:00 p.m., Monday through Friday, and 7 a.m. to 11 p.m. on Saturday, excluding Government holidays.

C. Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval and will be a Contract requirement for the majority of the work performed in the Plating Shop and the Chemical Laboratory.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may

SECTION 01 14 00 Page 2 approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

D. Occupied Building

The Contractor shall be working in an existing building which is occupied.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the Paint Shop, Sandblasting Shop, Staging area, and supporting areas during the construction period.

Provide covers for tanks in Plating Shop.

Tanks will remain operational during construction and will not be drained. Coverings shall protect chemicals from contamination.

Coverings shall protect workers from exposure.

Relocate movable furniture away from the Contractor's working area, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

E. 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.

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 mass notification system are considered utility cutovers pursuant to the paragraph WORK

OUTSIDE REGULAR HOURS.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

-- End of Section --

SECTION 01 14 00 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.01 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.02 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.03 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations.

Update as required if the locations are moved.

1.04 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 100 ppi minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view

SECTION 01 30 00 Page 1 location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Cross reference submittals in the appropriate daily report.

Photographs provided are for unrestricted use by the Government.

1.05 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by law.

1.06 SUPERVISION

A. Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

B. Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings.

The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1. Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production, safety roles, and schedule adherence on the project. The superintendent is required to attend quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

C. Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer 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 such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 2

1.07 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.08 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 30 00 Page 3

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.01 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.02 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.03 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.01 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

A. Government Default Software

The Government intends to use Microsoft Project 2019 (professional).

B. Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

Provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.01 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development.

Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.02 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment.

The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

A. Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

SECTION 01 32 01.00 10 Page 2

B. Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.03 PROJECT SCHEDULE DETAILED REQUIREMENTS

A. Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

B. Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

C. Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies.

Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

D. Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

SECTION 01 32 01.00 10 Page 3

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. All activities that impact work flow and daily production (defined by shift) on the shop floors. Lost time shall be indicated as an hourly duration.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

E. Government Activities

Show Government and other agency activities that could impact progress. These activities include, but are not limited to:

environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

F. Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities

SECTION 01 32 01.00 10 Page 4 as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

1. Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer.

Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

2. Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are:

DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical

SECTION 01 32 01.00 10 Page 5 subcontractor); and GOVT (for USACE).

3. Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings. Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

4. Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

5. Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

6. Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase.

Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

7. Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

SECTION 01 32 01.00 10 Page 6

8. Feature of Work Coding (FOW)

Assi…