FINAL_Specs_1_14_16.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

RECONFIGURE HANGAR SPACES

AT

USCG AIR STATION CAPE COD

PSN 6525752

JOINT BASE CAPE COD

BOURNE, MASSACHUSETTS

David Miles - Design Project. David Glass - Design Branch Architect Chief

A. A. JACOBS, PE, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST.

WARWICK, RHODE ISLAND 02886

April 14, 2016

FINAL SUBMISSION

RECONFIGURE HANGAR SPACES 6525752

COAST GUARD BASE CAPE COD, MA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

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 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 1 Final Submission

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 PORCELAIN TILING, QUARRY TILING, AND PAVER TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 26 PREFABRICATED MODULAR OFFICE

13 27 00 PREFABRICATED MODULAR VAULT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

PROJECT TABLE OF CONTENTS Page 2

23 23 00 REFRIGERANT PIPING

23 64 26 CONDENSER WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 19.00 10 INSULATED WIRE AND CABLE

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM FOR BUILDING

27 10 20 BUILDING TELECOMMUNICATIONS CABLING SYSTEM FOR BUILDING

27 10 30 BUILDING TELECOMMUNICATIONS CABLING SYSTEM FOR BUILDING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 17 HOT MIX BITUMINOUS PAVEMENT FOR PATCHING

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 73 00.00 40 UTILITY TRANSFORMERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project.

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 CONSTRUCTION SITE PLAN

G-004 ABBREVIATIONS & SYMBOLS

G-005 ACCESSIBILITY DETAILS

S-001 GENERAL NOTES

E-001 NOTES

E-002 SYMBOLS AND ABBREVIATIONS

M-001 NOTES AND SYMBOLS

P-001 NOTES AND SYMBOLS

FA001 LEGEND AND GENERAL NOTES - FIRE ALARM

FX001 LIFE SAFETY AND GENERAL NOTES - FIRE

PROTECTION

DOCUMENT 00 01 15 Page 1

Building #3181

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

ARCHITECTURAL

AD101 COMPREHENSIVE PLAN

AD102 DEMOLITION PLAN

A-101 FLOOR PLAN

A-102 FLOOR PLAN

A-103 REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-401 ENLARGED PLAN

A-405 ENLARGED PLAN

ELECTRICAL

ED101 DEMOLITION PLAN

ED102 DEMOLITION PLAN

E-101 NEW CONSTRUCTION PLAN

EL102 NEW CONSTRUCTION PLAN

EP102 NEW CONSTRUCTION PLAN

ET102 NEW CONSTRUCTION PLAN

ED401 DEMOLITION PLAN

EP401 ENLARGED PLAN

FIRE PROTECTION

FD102 DEMOLITION PLAN

FA102 SECOND FLOOR PLAN

FX102 SECOND FLOOR PLAN

MECHANICAL

MH102 2ND FLOOR PLAN - HVAC

DOCUMENT 00 01 15 Page 2

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

MP102 2ND FLOOR PLAN - PIPING

PLUMBING

P-100 PARTIAL FIRST FLOOR PLAN

P-101 PARTIAL FIRST FLOOR PLAN

P-102 PARTIAL 2ND FLOOR PLAN

P-201 SANITARY & WATER RISERS

P-401 ENLARGED FIRST FLOOR PLAN

P-402 ENLARGED SECOND FLOOR PLAN

Building #3172

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

ARCHITECTURAL

AD121 DEMOLITION PLAN

A-121 FLOOR PLAN

A-122 REFLECTED CEILING PLAN

A-421 ENLARGED PLAN

A-422 ENLARGED PLAN

A-423 REFLECTED CEILING PLAN

A-424 REFLECTED CEILING PLAN

A-425 NEW CONSTRUCTION PLAN

ELECTRICAL

ED121 DEMOLITION PLAN

E-121 NEW CONSTRUCTION PLAN

EL421 ENLARGED PLAN

EP421 ENLARGED PLAN

DOCUMENT 00 01 15 Page 3

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

ET421 ENLARGED PLAN

EL422 ENLARGED PLAN

EP422 ENLARGED PLAN

ET422 ENLARGED PLAN

FIRE PROTECTION

FA121 NEW CONSTRUCTION PLAN

FX121 FIRST FLOOR PLAN

MECHANICAL

MD121 DEMOLITION PLAN

MD421 DEMO ENLARGED PLAN

MD422 DEMO ENLARGED PLAN

M-121 FLOOR PLAN

M-421 ENLARGED PLAN

M-422 ENLARGED PLAN

PLUMBING

PD121 DEMOLITION PLAN

PD421 DEMO ENLARGED PLAN

PD422 DEMO ENLARGED PLAN

P-121 FLOOR PLAN

P-421 ENLARGED PLAN

P-422 ENLARGED PLAN

P-423 ENLARGED RESTROOM PLAN

DOCUMENT 00 01 15 Page 4

Building #3170

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

HAZARDOUS MATERIALS

H-141 FLOOR PLAN

ARCHITECTURAL

AD141 DEMOLITION PLAN

A-141 FLOOR PLAN

AD151 ROOF DEMOLITION PLAN

A-151 ROOF PLAN

A-441 ENLARGED PLANS

A-442 ENLARGED PLANS

A-443 REFLECTED CEILING PLANS

A-444 REFLECTED CEILING PLANS

A-445 ENLARGED PLANS

STRUCTURAL

SD141 DEMOLITION PLAN

S-441 ENLARGED PLANS

ELECTRICAL

ED141 DEMOLITION PLAN

E-141 NEW CONSTRUCTION PLAN

EL441 ENLARGED PLANS

EP441 ENLARGED PLANS

ET441 DEMOLITION PLANS

EL442 ENLARGED PLANS

EP442 ENLARGED PLANS

EP443 ENLARGED PLANS

DOCUMENT 00 01 15 Page 5

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

ET442 ENLARGED PLANS

FIRE PROTECTION

FD141 DEMOLITION/EXISTING PLAN

FD441 EXISTING ENLARGED

FD442 DEMO/EXISTING ENLARGED

FA141 FLOOR PLAN

FA441 ENLARGED PLANS

FA442 ENLARGED PLANS

FX141 FLOOR PLAN

FX441 ENLARGED PLANS

FX442 ENLARGED PLANS

MECHANICAL

MD141 DEMOLITION PLAN

MD441 DEMO ENLARGED PLAN

MD442 DEMO ENLARGED PLANS

M-141 FLOOR PLAN

M-441 ENLARGED PLAN

M-442 ENLARGED PLANS

PLUMBING

PD141 DEMOLITION PLAN

PD441 DEMO ENLARGED PLAN

PD442 DEMO ENLARGED PLANS

P-141 FLOOR PLAN

P-241 WATER RISERS

P-441 ENLARGED PLAN

DOCUMENT 00 01 15 Page 6

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

P-442 ENLARGED PLANS

P-443 ENLARGED RESTROOM PLAN

DETAILS

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

A-501 DETAILS

A-502 DETAILS

A-503 CASEWORK ELEVATIONS

A-504 DETAILS

S-501 DETAILS AND SECTIONS

FA501 DETAILS

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

P-501 DETAILS

SCHEDULES

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

A-601 PARTITION TYPES

A-603 DOOR SCHEDULES

A-604 SCHEDULES

A-605 FINISH SCHEDULES

E-601 LIGHTING SCHEDULE

E-602 PANEL SCHEDULES - 3170

DOCUMENT 00 01 15 Page 7

DRAWING

NO.

REVISION

NO.

CADD DWG

NO.

TITLE

E-603 PANEL SCHEDULES - 3170

E-604 PANEL SCHEDULES - 3172

E-605 PANEL SCHEDULES - 3181

E-701 SINGLE LINE DIAGRAM - 3170

E-702 SINGLE LINE DIAGRAM - 3172

M-601 SCHEDULES

M-602 SCHEDULES

M-603 SCHEDULES

M-604 SCHEDULES

M-605 SCHEDULES

P-601 SCHEDULES

M-701 SCHEDULES

M-702 SEQUENCE OF CONTROLS

SEQUENCE OF CONTROLS

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The reference drawings provided are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The drawing s are full size. Full-size drawings are available at the bidder's or Contractor's expense. Information on procuring these full-size drawings may be obtained from the Contracting Officer. Full size drawings may be inspected during regular working hours at the office of the Contracting Officer.

DOCUMENT 00 01 15 Page 8

REF.

DRAWING

NO.

BLDG.

NO.

SHEET/DISC. DWG. NO. TITLE

RD-1 3181 CI101 A01686686CI101 MPA HANGAR CIVIL LAYOUT AND

UTILITY PLAN

RD-2 3181 F001 A01686686F001 MPA HANGAR FIRE PROTECTION LEGEND

& SCHEDULES

RD-3 3181 F002 A01686686F002 MPA HANGAR FIRE PROTECTION RISER

DIAGRAMS

RD-4 3181 FP105 A01686686FP105 MPA HANGAR FIRE PROTECTION 1ST

FLOOR PLAN - AREA E

RD-5 3181 FP108 A01686686FP108 MPA HANGAR FIRE PROTECTION 2ND

FLOOR PLAN - AREA B

RD-6 3181 FP401 A01686686FP401 MPA HANGAR FIRE PROTECTION

ENLARGED FIRE PUMP BUILDING

RD-7 3181 FP1 FP 1 OF 6 FIRE PROTECTION PLAN - AREAS A & E

RD-8 3181 FP2 FP 2 OF 6 FIRE PROTECTION PLAN - AREA B

RD-9 3181 FP3 FP 3 OF 6 FIRE PROTECTION PLAN - AREAS C & D

RD-10 3172 A-7 A-7 FIRST FLOOR REFLECTED CEILING

PLAN - MISC. DTLS.

RD-11 3172 M-11 M-11 HANGAR DECK PLAN - FIRE PROTECTION

RD-12 3172 M-12 M-12 1ST FLOOR PLAN & DETAILS - FIRE

PROTECTION

RD-13 3170 FA/03 P000903 BLDG 3170 (HANGAR) FIRE ALARM

SYSTEM DIAGRAMS

RD-14 3170 FA/02 P000903 BLDG 3170 (HANGAR) FIRE ALARM

SYSTEM NEW WORK

RD-15 3170 FS/06 P000903 BLDG 3170 (HANGAR) FIRE

PROTECTION MAIN HANGAR PART PL

RD-16 3170 FS/07 P000903 BLDG 3170 (HANGAR) FIRE

PROTECTION NEW AFFF ROOM

RD-17 3170 FS/08 P000903 BLDG 3170 (HANGAR) FIRE

PROTECTION DETAILS

RD-18 3170 CU/01 P000903 BLDG 3170 (HANGAR) SITE UTILITES

SITE PLAN

RD-19 3170 FS/05 P000903 BLDG 3170 (HANGAR) FIRE

PROTECTION NORTH OFFICE PART PL

RD-20 3170 M-16 A010680 BUILDING 2170 MECHANICAL FIRE

PROTECTION MODIFICATIONS

RD-21 3170 SPRINKLER REFERENCE DRAWING 21

RD-22 3170 SPRINKLER REFERENCE DRAWING 22

DOCUMENT 00 01 15 Page 9

The drawings listed as “reference drawings” are from prior projects and not associated with this project. They are only being provided to show existing conditions which are believed to be generally accurate, but shall be field verified (by the contractor) prior to start of construction and rough-in of systems.

Reference Drawings are available on CD.

-- End of Section --

DOCUMENT 00 01 15 Page 10

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of modification of spaces and related work at three (3) aircraft hangars at U.S. Coast Guard Base Cape Cod, Building 3170, Building 3172 and Building 3182. Hazardous material inspection and testing is also required at areas impacted by construction at Buildings 3170 and 3172.

Building 3182. If Bid Option #9 is not accepted, provide connections to tie

(4) ground source heat pumps (GSHP-37-40) serving the duty suites into existing systems OAHP-5 and EF-27. Ductwork and piping will be installed only to serve GHSP-37-40.

Comply with the requirements of 41 U.S.C. chapter 83, Buy American particularly Subpart 25.2—Buy American—Construction Materials. Except as provided in 25.202, use only domestic construction materials in construction contracts performed in the United States with the following exceptions and as permitted by the Contracting Officer:

Impracticable or inconsistent with public interest Nonavailability of Domestic Product Unreasonable Cost Information technology that is a commercial item

Exemptions also include acquisitions under trade agreements.

It is the responsibility of the Contractor to prove the exemption.

1.1.2 Schedule of Optional Bid Items

The limits and extent of work of the Optional Bid Items described below are defined within the contract plans. The Base Bid and the following Optional Bid Items are proposed:

a. Base Bid:

1. The work includes related earthwork, storm drainage, electrical power, grounding, controls and incidental related work (Base Bid work includes all work not specifically identified as part of Options 0001, 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, and 0012.

b. Option 0001:

Building 3172 Provision of all work to refinish the hangar floor in Building 3172 - Hangar Area Room 309. Demolish existing floor finish in Building 3172 - Hangar Area Room 309. Prepare surface, and provide a slip resistant, fuel resistive resinous floor coating system on the Hangar floor.

SECTION 01 11 00 Page 1

Building 3172 Provision of all work to remove floor finishes including Vinyl composition tile and adhesive in Building 3172 - Rooms 307, 308, 311, 312, 314, and 315. Demolish existing floor finish in Building 3172 - Rooms 307, 308, 311, 312, 314, and 315.

Prepare surface, and provide a slip resistant, fuel resistive resinous floor coating system.

c. Option 0002:

Not Used.

d. Option 0003:

Building 3172 Provision of all work to replace existing heating and ventilating unit HV-1 with dedicated outdoor air unit DOAS-1 for Building 3172. For ceilings in rooms affected by the installation of new mechanical supply or return grills, diffusers, lighting, or ductwork above the ceiling, remove the existing acoustic ceiling system and provide new acoustic ceiling panels, ceiling grid and supports. Disconnect existing electrical power from unit hv-1 and remove wire and conduit back to panel. install new circuit breaker, wire and conduit to feed power to new unit as shown on drawing. Update panel schedule.

e. Option 0004:

Building 3172 Provision of all work to replace existing rooftop air conditioning unit HVAC-2 for Building 3172. For ceilings in rooms affected by the installation of new mechanical supply or return grills, diffusers, lighting, or ductwork above the ceiling, remove the existing acoustic ceiling system and provide new acoustic ceiling panels, ceiling grid and supports. Disconnect existing electrical power from HVAC-2 and reconnect to new unit.

Update panel schedule.

e. Option 0005:

Building 3170 Provision to lock down and seal the hangar doors in B uilding 3170 and provide vehicle access by installing a new overhead door in an existing hangar door panel. Modify the existing hangar door sheeting and structural steel and install a 14' x 14' clear opening. Provide an electrically operated 14' x 14' overhead door to permit vehicle access without opening the sliding hangar doors.

e. Option 0006:

Building 3170 Provision of all work to demolish existing abandoned HVAC unit in Existing Storage Room (New space title "Unassigned Space B-1, Room 131") in Building 3170. Disconnect existing electrical power from HVAC unit and remove wire and conduit back to panel. Update panel schedule.

e. Option 0007:

Building 3170 Provision of all work to replace existing rooftop air conditioning unit RTU-1 and existing rooftop air conditioning unit RTU-3 for Building 3170. Disconnect existing electrical power from unit rtu-1 and rtu-3 and remove wire and conduit back

SECTION 01 11 00 Page 2 to panel. Install new circuit breaker, wire and conduit to feed power to new units as shown on drawing. Update panel schedule.

e. Option 0008:

Not Used.

f. Option 0009:

Building 3181 Provision of all work for Open Office 226A, Office 227, and Office 228. Provide as indicated walls, windows, doors, hardware, ceiling and other finishes. Provide light fixtures, occupancy sensors, light switches, exit signs, receptacles, junction boxes, backboxes, coverplates, data outlets, pa speakers, volume controls, conduit, wiring, wire nuts, circuit breakers and fuses. Provide smoke detectors, and fire alarm notification devices in the office area. Remove existing sprinkler system piping and heads back to the locations where the pipes penetrate the room. Install new sprinkler piping and sprinkler heads for the new office area.

Provide (1) ground source outdoor air heat pump (OAHP-7), (1) exhaust fan (EF-40), and (4) ground source heat pump units (GSHPs-41-44) to serve (1) open office and (2) individual offices.

Connect (4) ground source heat pumps (GSHP-37-40) serving the duty suites into outdoor air heat pump (OAHP-7) and exhaust fan (EF-40). Provide all ductwork and piping to these systems.

g. Option 0010:

Building 3170 All work to provide a digital controller/control module to monitor heating plant operations in Building 3170.

Include provisions to connect to Building 3170 ATC communication buss and building control module.

h. Option 0011:

Building 3172 All work to provide a digital controller/control module to monitor heating plant operations in Building 3172.

Include provisions to connect to Building 3172 ATC communication buss and building control module.

i. Option 0012:

Building 3181 Provision of all work to expand (including hardware, software and programming) the existing Delta ATC System in building 3181 and provide wireless connection to new digital control modules in Buildings 3172 and 3170.

1.1.3 Location

The work is located at the United States Coast Guard Base, Cape Cod, MA, approximately as indicated. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 3

1.2 PROCEDURES

1.2.1 Coordination:

Modify or adjust affected adjacent work as necessary to completely integrate work of the Optional Bid Items into Project. Include as part of each Optional Bid Item, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of the option.

1.2.2 Execution:

Execute accepted Optional Bid Items under the same conditions as other work of the Contract.

1.3 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation of modifications to existing Hanger and storage space for alternate usage that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Manage construction site and storage of materials to ensure no negative impact on environmental quality.

1.4 PHASING

Project phasing/sequence of work including project phasing outline to include the following sequence at a minimum.

Phase 1 – Start and complete all work in 3172 and 3181 for USCG beneficial occupancy. These buildings (3172 and 3181) will be occupied during the performance of work under this contract.

Phase 1a – USCG will vacate 3170 and relocate HH-60 unit to 3172 and 3181 once Phase 1 is complete. (GC to allow USCG 14 days for Phase 1a).

Phase 2 - Start and complete all work in 3170. This building (3170) will be unoccupied during the performance of work under this contract.

1.5 OCCUPANCY OF PREMISES

Some of the 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.

1.6 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 to remain.

SECTION 01 11 00 Page 4

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.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.8 GOVERNMENT-INSTALLED WORK

As indicated on the drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have approval for materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. The U.S. Coast Guard, Cape Cod 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, taxiways and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

e. All work must comply with the requirements of NFPA 241 Safeguarding Construction, Alterations, and Demolition Operations. Plan for continual fire protection and communications to JBCC Fire Department.

f. Fire Safety must comply with JBCC911-1 Standard.

1.3 PHASING

Project phasing/sequence of work including project phasing outline to include the following sequence at a minimum.

Phase 1 – Start and complete all work in 3172 and 3181 for USCG beneficial occupancy. These buildings (3172 and 3181) will be occupied during the performance of work under this contract.

Phase 1a – USCG will vacate 3170 and relocate HH-60 unit to 3172 and 3181 once phase 1 is complete. (GC to allow USCG 14 days for phase 1a).

Phase 2 - Start and complete all work in 3170. This building (3170) will be unoccupied during the performance of work under this contract.

SECTION 01 14 00 Page 1

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 ASCC Regulations

Ensure that Contractor personnel employed on the ASCC become familiar with and obey ASCC regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear steel toed shoes, long pants, shirts and hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.4.1.1 Subcontractors and Personnel Contacts

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

1.4.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires COR approval. 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 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.

1.4.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building and around existing buildings which are occupied.

1.4.5 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 the paragraph "Work Outside Regular Hours." The Contractor shall give the COR 72 hour written notification prior to to the interruption of station utilities and station building systems, including but not limited to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, fire protection, compressed air, and fueling unloading and loading operations.

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

SECTION 01 14 00 Page 2

c. Interruptions of power to radar facilities are prohibited. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm,fire protection, compressed air, and fueling unloading and loading operations shall considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

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 COR giving reasonable advance notice when such operation is required.

1.5 AIR STATION CAPE COD AIRFIELD CONSTRUCTION OPERATIONS REQUIREMENTS

1.5.1 General

Work shall be conducted on a not-to-interfere basis with airport operations. The Contractor is made aware and shall anticipate for the need to stop work not as a result of Contractor operations, but due to the conduct of necessary critical airport operations. The Government shall, to the maximum extent possible, provide as much advance notice of any need to stop work.

1.5.2 Access to the Worksite - General

The project worksite is defined on the Drawings. Access to the worksite may only be accomplished in approved vehicles, and requires transit across an active aircraft taxi-way (Taxiway Delta, aka Taxiway D), which is defined by the FAA as an Aircraft Movement Area. Access across an active aircraft taxi-way will not be permitted.

Access to the worksite will be limited to scheduled work hours, and transit to and from the worksite will be on a pre-scheduled, approved basis, and only along the path and traffic patterns indicated. Contractor personnel may then leave and return to the site at lunch, and shall depart at the end of the workday. Travel to and from the worksite at other times will be restricted. These movements shall be accomplished using carpools between the Ground Support Equipment (GSE) Parking Lot and the work site.

Additional details will be determined at the pre-construction conference.

In addition to any other fencing or Temporary Barricades required, the Contractor shall place orange barricades (approximately 42" high x 36" diameter and weighted to prevent being moved by wind), in a line 35' from the edge of the taxiway on the paved exit and entry ways to the fuel farm, to mark the edge of the Aircraft Movement area.

1.5.3 Access to Aircraft Movement Areas (AMA) - Vehicular control

Access to Aircraft Movement Areas (AMA) – Vehicular control (Access to AMA’s is not anticipated for the performance of work under this contract.

ANY cranes/lifts/boom trucks are going to be involved, that the contractor be given notice as early as possible for having to file an FAA 7460-1 (Obstacle evaluation) 45 DAYS IN ADVANCE OF RAISING CRANE.

SECTION 01 14 00 Page 3

1.5.4 Required Training

The Contractor's project manager, site supervisor, and any personnel who will drive vehicles to the construction site will be required to attend the ASCC Airport Driving Class. The Airport Driving class is approximately 1 hour in duration; it is a training course presented at ASCC which will present the rules, requirements, and procedures for operating vehicles on restricted areas of the airfield, including Taxiway D and other Aircraft Movement Areas. The Class will be scheduled in advance, before construction site work begins, specifically for project personnel.

ASCC will also provide specific requirements regarding airport operations, including job-site safety, emergency procedures, and prevention of Foreign Object Damage (FOD) to aircraft at the pre-construction conference.

1.5.5 Construction Site Inspections and FOD Control

In addition to regular visits by the CEU Providence Construction Project Manager and Construction Inspector, Airport Management and Safety personnel will make periodic inspections of the job-site. If unsafe practices, procedures, or unacceptable housekeeping, cleanliness, and FOD control are observed, work will be stopped until the deficient conditions are corrected.

Vehicles that will pass through the GSE gate shall be clean, and free of loose objects which could fall off of, fly off of, or be blown out or off of the vehicle. In particular, lightweight materials in the rear beds of pick-up truck and other open areas of construction vehicles shall be removed prior to entering spaces adjacent to the Aircraft Movement Areas and other restricted areas of the airfield.

Vehicles that transport concrete, rip-rap, dirt, sod, gravel, or other similar materials; cranes, dump trucks, bulldozers, bucket loaders, road graders, 4 wheel drive vehicles or other similar vehicles that travel across disturbed areas of the job-site present a particular FOD hazard, based on their ability to transport such materials, or carry stones, gravel, dirt clods, sticks or other FOD materials in their beds, undercarriage, wheels, wheeltracks and/or tire treads. On days when these vehicles are in use, or similar activity occurs, the Contractor shall pre-position a road sweeper to sweep and collect FOD after these vehicles pass over paved areas, including Aircraft Movement Areas.

It is expected and required that concrete mixers will use water and hoses contained on the concrete mixer to wash down/wash off remaining concrete ("slag") coating concrete conveying troughs after placing concrete on-site. To the maximum extent possible, this washing exercise shall be accomplished at one location as far away from Taxiway D as possible. At the completion of the project, slag and other waste materials shall be completely removed from the job-site.

After the final inspection of the site, all FOD shall be removed from the project site, and the road sweeper noted above shall be used to conduct a final sweep/removal of FOD from paved areas. Swept materials shall not be discharged into unpaved areas, but picked up from the site and disposed of legally by the Contractor off Government property.

1.5.6 Parking

Do not park on or block any marked fire lane zones at any time.

SECTION 01 14 00 Page 4

1.5.7 Vehicle Searches

Vehicles may be subject to search while entering, remaining in, or leaving the Massachusetts Military Reservation.

1.5.8 Photographs

Unofficial photography is prohibited in the Air Station. When operationally required, submit a written request containing specific justification and details to the Security Officer prior to release.

PART 2 PRODUCTS

Handheld devices used for on-site communication shall utilize VHF-AM

122.975 band and frequency, ICON model IC-14S air band transceiver or similar.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 14 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 CONTRACTOR SPECIAL REQUIREMENTS

1.1.1 Subcontractors and Personnel

Furnish 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.

1.1.2 Contractor Personnel Requirements

Failure to obtain entry approval will not affect the contract price or time of completion.

1.2 SUPERVISION

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.

1.3 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.

1.4 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable

SECTION 01 30 00 Page 1 attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.5 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

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 30 00 Page 2

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

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

SD-01 Preconstruction Submittals

Construction Schedule

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer's Representative (COR) for acceptance a construction schedule in the form of a Bar Chart in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

Acceptance of an error free Baseline Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show 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.

Contractor shall provide a hardcopy of the updated Bar Chart Construction Schedule (on large format paper) at each job meeting. An electronic version of the project schedule must be maintained in Microsoft Excel format or as otherwise acceptable to the Contracting Officer.

1.4 UPDATED SCHEDULE

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept 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.

1.5 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly Contractor's Quality Control Coordination Meeting.

SECTION 01 32 16.00 20 Page 1

1.6 CORRESPONDENCE AND TEST REPORTS:

All 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. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 SCHEDULE OF VALUES

Within 5 days of receipt of a notice to proceed of award, the Contractor shall prepare and deliver to the Contracting Officer a schedule of values.

The schedule of values shall consist of a detailed breakdown of the contract price, giving the quantities for each of the various kinds of work; the unit prices; and the total values therefore. The detailed breakdown shall be segregated under each of the construction categories stated in this contract. The required schedule must be based upon the actual breakdown of the bid price. Accordingly, subcontractors who may be involved in the work under more than one of these categories shall be advised of this requirement in order to furnish such data without delay.

The format, content, and number of copies required will be prescribed by the Contracting Officer and will be subject to his approval. The submission of the required data shall not otherwise affect the contract terms. Payments will not be made to the Contractor until the schedule of values has been submitted and approved by the Contracting Officer.

1.8 PROJECT MEETINGS

Regular construction progress meetings will conducted throughout the contract period, a minimum of monthly when construction is not in progress and bi-weekly when construction work is in progress. At a minimum, the Contractor's Project Manager, Site Supervisor and key subcontractors shall be in attendance.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or 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

SECTION 01 33 00 Page 1

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

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.

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 by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which 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.

SECTION 01 33 00 Page 2

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

Report which 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 responsible officials of manufacturer of product, system or material attesting that 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 (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SECTION 01 33 00 Page 3

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction…