SXHT 08-1113 Repair Fuel Cell Vapor Extraction System 920th

PATRICK AIR FORCE BASE

TECHNICAL SPECIFICATIONS

FOR

Repair Fuel Cell Vapor Extraction System, 920th

SXHT 08-1113

DATE: February 2011

TTEESSSS

Technical Engineering And Spacelift Services

Repair Fuel Cell Vapor Extraction System, 920th SXHT 08-1113

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 55 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GENERAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 55 ENVIRONMENTAL PROTECTION

01 57 23.00 55 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 00 CLOSEOUT PROCEDURES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 2/16/11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 55

SUMMARY OF WORK

07/09

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

1.2.2 Structural

1.2.3 Architectural

1.2.4 Mechanical

1.2.5 Electrical

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage To Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 PROTECTION OF WORK

1.10 GOVERNMENT-FURNISHED MATERIALS - None

1.11 ON-SITE PERMITS

1.11.1 Utility Outage Requests And Connection Requests

1.11.1.1 Requirements

1.11.2 Work Clearance Request

1.11.3 Borrow, Excavation, Brush/Tree Clearing And Welding Permits

1.11.3.1 Excavation Permits

1.12 DISPOSAL OF MATERIAL AND EQUIPMENT

1.12.1 Removal

1.12.2 Housekeeping

1.12.3 Waste Disposal

1.12.4 Cleanup

1.12.5 Salvage And Disposal Record Keeping

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

SECTION 01 11 00.00 55 Page 1

1.14 COMMUNICATION SECURITY

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PAFB CONTRACTOR EMPLOYEE IDENTIFICATION AND BADGING

3.2 BADGE CONTROL AND ACCOUNTABILITY

3.2.1 Safeguarding Badges

3.2.2 Reporting Lost Badges

3.2.3 Returned Badges

3.3 PAFB VEHICLE INSPECTION

3.4 PAFB DELIVERIES

3.4.1 Non-Hazardous Deliveries

3.4.2 Hazardous Deliveries

3.5 RESPONSIBILITIES

3.6 EXCAVATION

3.7 LAND SURVEYING REQUIREMENTS

3.7.1 Contractor Provided Survey Support

3.7.1.1 Horizontal Reference Datum

3.7.1.2 Vertical Reference Datum

3.8 WELDER QUALIFICATION REQUIREMENTS

3.8.1 Welding And Brazing

3.9 HOISTING AND LIFTING

3.9.1 Lifting Operation Plan

3.10 QUALITY CONTROL

3.10.1 Licenses

3.11 SUPERINTENDENT

3.12 CONSTRUCTION SCHEDULING REQUIREMENTS

3.12.1 Contractor Coordination Meetings

3.12.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 55 Page 2

SECTION 01 11 00.00 55

SUMMARY OF WORK

07/09

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Patrick Air Force Base. Patrick Air Force Base is located approximately three miles south of Cocoa Beach on State Road A1A.

The work to be performed under this project consists of providing the labor, equipment and materials for the renovation of the existing ventilation system for the modified fuel cell vapor extraction dock located in Hanger 647 at PAFB..

1.2 PROJECT DESCRIPTION

1.2.1 Civil/Site

None

1.2.2 Structural

None

1.2.3 Architectural

None

1.2.4 Mechanical

Demolition and replacement of existing ventilation system for the modified fuel cell dock located in hanger 647 to include exhaust fans, controls, ductwork, hangers, supports and wiring.

1.2.5 Electrical

Demolish power and controllers for existing exhaust fans. Provide power and new controllers for new exhaust fans and HVAV equipment. Remove existing panel MPA and replace with new. Demolish existing fire alarm fan shutdown relays. Install new fire alarm fan shutdown relays that are activated by the fire alarm system.

1.3 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.

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 (2005; Errata 2006; Errata 2006) Welding Procedure and Performance Qualification

SECTION 01 11 00.00 55 Page 3

AWS D1.1/D1.1M (2008) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME BPVC SEC IX (2007; Addenda 2008) Boiler and Pressure Vessel Code; Section IX, Welding and Brazing Qualifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 Safeguarding Construction,Alteration, and Demolition Operations

U.S. AIR FORCE (USAF)

AFI 33-118 (2002) Radio Frequency (RF) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE EM 385-1-1 Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2006) Fire Protection Engineering for Facilities

1.4 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer (throughout this document, the term "Contracting Officer" shall mean "Contracting Officer or his Representative:"

Lifting Operation Plan

Utility Outage Requests

Connection Requests

Borrow Requests

Excavation Requests

Welding Requests

Brush/Tree Clearing Requests

Hazardous Materials (including all paint)

1.5 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

SECTION 01 11 00.00 55 Page 4

DRAWING INDEX

SHEET DESCRIPTION

G-001 LOCATION MAP AND DRAWING INDEX

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS, LEGEND AND GENERAL NOTES

MD-101 MECHANICAL FLOOR PLAN - DEMOLITION

MD-102 MECHANICAL PHOTOS - DEMOLITION

MC-101 MECHANICAL PLAN - NEW CONSTRUCTION

M-501 MECHANICAL DETAILS

M-601 MECHANICAL CONTROLS

FIRE ALARM

FA-001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FAD-101 FIRE ALARM - DEMOLITION

FAC-101 FIRE ALARM - NEW CONSTRUCTION

FA-501 FIRE ALARM MOUNTING DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 ELECTRICAL PLAN - DEMOLITION

EC-101 ELECTRICAL PLAN - NEW CONSTRUCTION

E-601 ELECTRICAL SINGLE-LINE DIAGRAM - DEMOLITION

E-602 ELECTRICAL SINGLE-LINE DIAGRAM - EXISTING AND NEW

E-603 PANEL SCHEDULES - EXISTING, MODIFIED AND NEW

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion (electronic drawings are to be provided in .dwg format). Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

The drawings indicate the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the existing conditions affecting the work. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Dimensions and elevations indicated in the layout of work shall be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions shall be referred to the Contracting Officer in

SECTION 01 11 00.00 55 Page 5 writing, for review, before the affected work is performed. Failure to make notification shall place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

1.6 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location, all work pertaining to this contract shall be completed with minimal disruption to the operation of Hanger 647.

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours will normally range between the hours of 7:30 AM and 4:00 PM (0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel may be required. Notification must be given to the Contracting Officer three working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. If inspections and/or supervision are required to perform in excess of their normal duty hours/days solely for the Contractor, the cost of the inspection at overtime rates will be charged to the Contractor and will be deducted from the final payment of the contract amount. Work beyond normal hours/days will be required for major utility outages.

No construction work shall take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building will be occupied during performance of work under this Contract.

If occupied, occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall submit a plan to the Contracting Officer or Representative for approval. The plan shall include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, corridors, and stairways.

This plan must comply with NFPA 241 requirements that all exits and exit access must be maintained at all times (Ref: UFC 3-600-01, dtd 2006, 1-6). Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

SECTION 01 11 00.00 55 Page 6

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work shall be closely coordinated with the Contracting Officer. Unless otherwise stated, remove all furniture, equipment, curtains, drapes, pictures, blackboards, etc., as required to perform the work. Any movable or fixed furniture, equipment, carpet, etc., remaining in the work area shall be covered and protected from damage. All relocated items shall also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

Demolition of mechanical, electrical, etc. system shall not be started until replacement equipment is on site.

1.7.1.2 Maintain Clean Work Areas

All work areas shall be kept clean at all times. Contractor shall prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment shall be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage To Existing Equipment

Any damage to existing materials, equipment or systems occurring from Contractor activities or neglect, shall, at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor shall be responsible for repairing or replacing any facility/grounds damaged areas.

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

Contractor may be assigned a storage area upon written request to the

SECTION 01 11 00.00 55 Page 7

Contracting Officer. Contractor's request shall indicate dimensions of trailer, size of storage area, and utilities required. Space at one of the base central storage areas will be assigned to the Contractor by the Contracting Officer. All trailers shall be in good and safe condition.

Storage space may not be co-located with construction site, at the Contracting Officer's discretion.

1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions.

Store products with seals, labels intact and legible. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage shall be on sloped supports above ground.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged.

Protect products subject to deterioration with impervious sheet covering.

Provide ventilation to prevent condensation and degradation of products.

Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

1.8.4 Hazardous Materials

Hazardous Materials & petroleum product containers shall be stored on an impervious surface with containment. Incompatible materials shall be segregated and have separate containment systems. Additional HAZMAT requirements are provided in Section 01 57 20.00 55 ENVIRONMENTAL

PROTECTION.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations shall be protected against damage.

Contractor shall comply with UFC 3-600-01 (2006) and is required to protect areas adjacent to the construction site.

1.9 PROTECTION OF WORK

Prior to performing any excavation work or any surface penetrations 6 inches or deeper (such as driving stakes more than 6 inches in the ground) on any ground surface, the Contractor shall obtain from the Contracting Office or representative, assistance for locating current subsurface utilities for the particular area to be worked on. Contractor shall stake out subsurface high voltage cables, communication cables, and pipe lines indicated within the scope of the work contemplated.

Contractor shall notify the Contracting Officer, 14 days prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities, and allow Infrastructure O&M Services (IOMS) time to respond to scanning requests. Where emergency conditions preclude the 14 days advance notification, the Contractor shall immediately inform the Contracting Officer of his intention to initiate work prior to actual start of activity.

SECTION 01 11 00.00 55 Page 8

After excavation permit has been obtained and prior to any excavating, verify with Cape Support that there are no Test Control Periods (TCPs) that would prevent excavation.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 10 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.10 GOVERNMENT-FURNISHED MATERIALS - None

1.11 ON-SITE PERMITS

1.11.1 Utility Outage Requests And Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems shall be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government. Utility outages and connection that require extensive support, more than 8 hours, will be funded by the Contractor.

Each Utility Outage and Connection Requests shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.11.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, etc.) must be submitted to the Contracting Officer at least 14 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization shall be carefully observed. Final verbal coordination shall be made 4 hours prior to the outage by calling the Contracting Officer or his representative. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch per NFPA 241 (Chapter 7).

Since many systems are critical to facility operations, the number and duration of utility outages shall be kept to an absolute minimum. All work effort shall be coordinated and sufficient manpower, materials, and equipment shall be provided to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption shall be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings shall be performed at no additional cost to the Government.

Contractor shall make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects shall be

SECTION 01 11 00.00 55 Page 9 made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.11.2 Work Clearance Request

All construction work requires a Work Clearance Request, AF Form 103. This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Contractor shall obtain (from technical representative), prepare, and properly complete AF FORM 103. Contractor shall provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. The Technical representative shall be the first and the last to coordinate on the AF FORM 103.

1.11.3 Borrow, Excavation, Brush/Tree Clearing And Welding Permits

Borrow Requests, Excavation Requests, Brush/Tree Clearing Requests, and Welding Requests shall be submitted to the Contracting Officer. Permits will be obtained by the Contracting Officer or representative, within 14 calendar days, for distribution to the Contractor.

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.11.3.1 Excavation Permits

Prior to performing any excavation work or any surface penetrations 6 inches or deeper (such as driving stakes more than 6 inches in the ground) on any ground surface, the Contractor shall obtain from the Contracting Officer or representative, assistance for locating current subsurface utilities for the particular area where work is to be performed. Contractor shall stake out subsurface high voltage cables, communication cables, and pipe lines indicated within the scope of the work contemplated.

Contractor shall notify the Contracting Officer 14 days prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities and allow Infrastructure O&M Services (IOMS) time to respond to scanning requests. Where emergency conditions preclude the 14 days advance notification, the Contractor shall immediately inform the Contracting Officer of his intention to initiate work prior to actual start of activity.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support that there are no Test Control Periods (TCPs) that would prevent excavation.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 10 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

SECTION 01 11 00.00 55 Page 10

1.12 DISPOSAL OF MATERIAL AND EQUIPMENT

1.12.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal operations shall be performed in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations shall be repaired at no additional cost to the Government.

1.12.2 Housekeeping

Sufficient personnel and equipment shall be provided to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of COE EM 385-1-1. Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.12.3 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily. Contractor may use Cape Canaveral Air Force Station (CCAFS) landfill for disposal of CCAFS and PAFB C&D debris in accordance with Florida Department of Environmental Protection (FDEP) permits.

Asbestos waste shall be disposed of at the CCAFS asbestos mono-fill unless otherwise directed by the Contracting Officer.

Refer to Section 01 57 20.00 55 ENVIRONMENTAL PROTECTION for further waste disposal and record keeping requirements.

1.12.4 Cleanup

Upon completion of the construction each day, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.12.5 Salvage And Disposal Record Keeping

Contractor shall maintain a disposal log of all materials removed from the job site. This inventory shall include waste materials disposed in landfills and materials sold for salvage and recycled. The disposal log form is available from the Contracting Officer. At a minimum the Contractor shall identify the type of materials, material weight, disposition (landfill or recycle), receiving facility (name, address and phone number) and net disposal costs or rebates including container costs, hauling and tipping fees as applicable. Contractor shall submit two copies of the disposal log and all dump tickets and receipts associated with disposal to the Contracting Officer at the completion of the project.

Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

SECTION 01 11 00.00 55 Page 11

1.13 RADIO FREQUENCY MANAGEMENT PROCEDURES

The following procedures shall be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 33-118 shall be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.14 COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations. Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 PAFB CONTRACTOR EMPLOYEE IDENTIFICATION AND BADGING

PAFB badging for Patrick projects will be processed by the PAFB Contracting Office. Contractor and his employees shall comply with all the security and law enforcement requirements imposed by the respective local installation Commander at all times. The purpose of these procedures is to establish clear guidance for granting Contractor employee's access to Patrick AFB, Florida. These procedures are for Patrick AFB, Florida and may be changed by the Government as needed or as the required level of security changes.

3.2 BADGE CONTROL AND ACCOUNTABILITY

The prime Contractor shall be accountable for all badges issued during the performance of this contract. Upon completion or termination of the contract or expiration of the identification badges/passes, the prime Contractor shall ensure that all base identification badges/passes issued to employees and all subcontractor employees are returned to the issuing office. All badges must be returned to PAFB 45 Security Forces Pass & ID before a new badge will be issued.

Prior to submitting an invoice for final payment, the prime Contractor shall obtain a clearance certification from the issuing office which states all base identification badges/passes have been turned in, accounted for, or transferred to a follow-on contract. This certification shall be submitted to the Contracting Officer prior to submission of the final invoice for payment.

3.2.1 Safeguarding Badges

Contractor badges issued by Pass and ID remain the property of the Government and shall be protected at all times. Badges must not be left unattended in vehicles on or off base. Misuse or tampering of badges is a criminal offense. Violators will lose their base access privilege and may

SECTION 01 11 00.00 55 Page 12 be subject to prosecution.

3.2.2 Reporting Lost Badges

Lost badges must be reported within 24 hours. Contractor shall submit a letter to the Security Forces, through the Contracting Officer, explaining the details of the circumstances. As a minimum include the name and Social Security Number of the individual and when and where the badge was lost.

This letter must be on file at the Security Forces Pass and ID before a new badge will be issued.

3.2.3 Returned Badges

Prior to submitting an invoice for final payment, the prime Contractor shall obtain a clearance certification from the issuing office which states all base identification badges/passes have been turned in, accounted for, or transferred to a follow-on contract. This certification shall be submitted to the Contracting Officer prior to submission of the final invoice for payment.

3.3 PAFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Operating hours are scheduled from 0600-1700. After hours access shall be through the South Gate. Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. All other passenger vehicles will be turned away from this gate and are required to enter at either the Main Gate or South Gate.

3.4 PAFB DELIVERIES

3.4.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the PAFB Oversized Vehicle Search Area (located on State Road A1A approximately 1 mile north of Pineda Causeway) for access. The operating hours for the Oversized Vehicle Search Area are 0600-1700. After hours access shall be through the South Gate. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on PAFB; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles shall be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.4.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials

SECTION 01 11 00.00 55 Page 13 shall comply with this section. All hazardous deliveries shall enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the PAFB Security Forces at 321-494-2000 to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.5 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and that such delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

3.6 EXCAVATION

3.7 LAND SURVEYING REQUIREMENTS

Land surveying, to include all projections and datum points, shall be required for all modifications affecting civil site plans (e.g., utilities, additions, new construction or storm water modifications). The survey shall be performed by a licensed surveyor and shall be submitted by the Contractor.

3.7.1 Contractor Provided Survey Support

Record drawings shall reflect all civil site developments such as new facility and/or land modifications, external structural changes to aboveground structures, and changes to underground structures and utilities external to facilities located on lands owned by or held in leasehold interest of the federal government.

Information in record drawings shall include, but not be limited to:

Location of all new lines, conduits, valves, fittings, fire hydrants, meters, terminal points using at least two ties to permanent points (manholes, power poles, curbs, or storm water inlets), or GPS coordinates with accuracy to 1 meter or better if more stringent accuracy requirements are specified in other sections of this contract. An acceptable station and offset system may be used for service lines and fittings only.

Location of new lines from property easement lines or edges of pavement at intervals of 300 feet (Metric equivalent acceptable).

All utility routing and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions.

Contractor shall facilitate the receipt of surveyed coordinates for facility footprint corners coordinates and underground structures and utilities external to facilities by submitting digital data using the

SECTION 01 11 00.00 55 Page 14 spatial reference identified below to 45 CES through the Contracting Officer within five (5) working days of foundation construction, or open excavation.

Record drawing prints will be drawn at a minimum scale of 1 inch = 100 feet. Areas requiring additional detail shall be enlarged as necessary.

Record drawings shall be provided in digital format. Geospatially referenced files shall be in ESRI GIS Geodatabase, ESRI GIS Shapefile, Microstation DGN, AutoCAD DWG, or DXF file format. Information should be provided in separate layers/levels as specified by GIS and in at least the same degree of separation as the design drawings that were provided. Designation for naming of layers/levels shall be provided by the 45 CES through the Contracting Officer. New like items shall be contained in the same levels to permit easy conversion to GIS layers.

All lines, letters, and details shall be sharp, clean, and fully legible.

One reproducible print and one digital copy in an electronic storage media are required for submittal.

3.7.1.1 Horizontal Reference Datum

All surveys shall be referenced to Florida State Plane Coordinate System, East Zone, North American Datum 1983/1990 adjustment based on Second order Class II horizontal control monument.

3.7.1.2 Vertical Reference Datum

All surveys shall be referenced to North American Vertical Datum (NAVD) 1988. The survey shall include a description of the reference benchmarks from which the NAVD has been determined.

3.8 WELDER QUALIFICATION REQUIREMENTS

3.8.1 Welding And Brazing

Before assigning any welder/brazer to work in pipe and/or structural fabrication on this project, names shall be provided to the Contracting Officer of all welders/solderers together with written certification that these welders/brazers have passed Qualification Tests as prescribed by AWS D1.1/D1.1M, AWS B2.1, and/or ASME BPVC SEC IX, as applicable. All piping and/or structural welds shall be performed by persons holding current certifications. If testing is required, the test and certification shall be by an independent organization regularly engaged in the testing and certification of welders. Date of certification for each welder/brazer shall not be over one year prior to date of contract award.

3.9 HOISTING AND LIFTING

3.9.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of COE EM 385-1-1 and OSHA regulations, and shall include drawings/sketches of lifting slings, lifting equipment, and tag lines. The plan shall show weights, center of gravity, and clearances of load over entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, SECTION 01 11 00.00 55 Page 15 and shall show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure shall accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.10 QUALITY CONTROL

Contractor shall use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications.

3.10.1 Licenses

Contractor or their subcontractors shall be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract. Refrigerant Technicians shall provide the Contracting Officer copies of their EPA approved Technician Certificates. Asbestos Abatement Contractor shall be licensed by the State of Florida.

3.11 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate a competent superintendent who shall have full authority to act for the Contractor and who shall be the primary contact with the Government until acceptance. Contractor's superintendent shall be at the job site at all times and shall have full authority to act for the Contractor.

3.12 CONSTRUCTION SCHEDULING REQUIREMENTS

3.12.1 Contractor Coordination Meetings

Contractor shall attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Subcontractor representatives shall attend as required.

Discussion shall address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.12.2 On-Site Construction Sequence

The required work shall be performed in a sequence to minimize the time when air conditioning, panelboards, transformers, power supply, etc. are inoperative or out-of-service.

-- End of Section --

SECTION 01 11 00.00 55 Page 16

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/07

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PREPARATION

1.3.1 Marking

1.3.2 Drawing Format

1.3.3 Data Format

1.3.4 Samples

1.4 SUBMISSION REQUIREMENTS

1.4.1 Submittal Register

1.4.1.1 Contractor Use of Submittal Register

1.4.1.2 Contracting Officer Use of Submittal Register

1.4.2 Drawing Submittals

1.4.3 Data Submittals

1.4.4 Samples

1.5 PROCEDURES FOR SUBMITTALS

1.5.1 Reviewing, Certifying, Approving Authority

1.5.2 Constraints

1.6 GOVERNMENT'S REVIEW

1.6.1 Review Notations

1.6.2 Sample Approval

1.7 PROGRESS SCHEDULE

1.7.1 Progress Chart

1.8 STATUS REPORT ON MATERIALS ORDERS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/07

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component part of, each section of the specifications.

1.2 SUBMITTALS

Five (5) copies of submittal information (or electronic PDF files of the submittal package) for all listed items must be submitted on AF Form 3000.

Material submittals must be submitted as a complete package for each specification section, ready for the Contracting Officer's approval.

If material and equipment used is exactly as specified in the design documents, then a memorandum of record may be submitted in lieu of a full submittal package for approval.

Submittal Description (SD): Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the Contractor explaining in detail specific portions of the work required by the contract.

The following items are descriptions of data to be submitted for the project. The requirements to actually furnish the applicable items will be called out in each specification.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or 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, submitted prior to contract notice to proceed or next major phase of construction.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

SD-06 Test Reports

SECTION 01 33 00 Page 2

Written reports of a manufacturer's findings of his product during field inspections, attesting that the products are installed in accordance with the manufacturer's installation instructions, shop drawings, or other manufacturer's requirements. Written reports by a general Contractor or his subcontractors including daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

SD-07 Certificates

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other Lower Tier Contractor, the purpose of which is to further the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality.

Statements signed by responsible officials of a manufacturer of a product, system, or material attesting that the product, system or material meet specified requirements. Statements must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system, or material, including special notices and material safety data sheets, if any concerning impedances, hazards, and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in an operations and maintenance manual.

SD-11 Closeout Submittals

Special requirements necessary to properly close out a construction contract. For example, as-built drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract. See Section 01 78 00, CLOSEOUT

PROCEDURES.

1.3 PREPARATION

1.3.1 Marking

Permanent marking shall be provided on each submittal to identify it by contract number; transmittal date; Contractor's, Subcontractor's, and supplier's name, address(es) and telephone number(s); submittal name;

specification or drawing reference; and similar information to distinguish it from other submittals. Submittal identification shall include space to receive the review action by the Contracting Officer.

1.3.2 Drawing Format

Drawing submittals shall be prepared on sheets not less than 8 1/2 inches by 11 inches nor larger than 30 inches by 42 inches in size, except for full size patterns or templates. Drawings shall be prepared to accurate

SECTION 01 33 00 Page 3 size, with scale indicated, unless other form is required. Drawings shall have dark lines on a white background. Drawings shall be numbered in logical sequence. Contractor may use his own number system.

Copies of each drawing shall have the following information clearly marked thereon:

a. Job name, which shall be the general title of the contract drawings.

b. Date of the drawings and revisions.

c. Name of Contractor.

d. Name of Subcontractor.

e. Name of the item, material, or equipment detailed thereon.

f. Number of the submittal (e.g., first submittal, etc.) in a uniform location adjacent to the title block.

g. Government contract number shall appear in the margin, immediately below the title block.

1.3.3 Data Format

Required data submittals for each specific material, product, unit of work, or system shall be collected into a single submittal and marked for choices, options, and portions applicable to the submittal. Marking of each copy of product data submitted shall be identical. Partial submittals will be accepted for expedition of construction effort.

1.3.4 Samples

Samples shall be physically identical with the proposed material or product to be incorporated in the work, fully fabricated and finished in the specified manner, and full scale. Where variations in color, finish, pattern, or texture are inherent in the material or product represented by the sample, multiple units of the sample, showing the near-limits of the variations and the "average" of the whole range (not less than 3 units), shall be submitted. Each unit shall be marked to describe its relation to the range of the variation. Where samples are specified for selection of color, finish, pattern, or texture, the full set of available choices shall be submitted for the material or product specified. Sizes and quantities of samples shall represent their respective standard unit.

1.4 SUBMISSION REQUIREMENTS

1.4.1 Submittal Register

The submittal register is furnished at the end of this section. It is a listing of required submittals for this project and should be used for reference. However, Contractor is responsible for providing all submittals required by the specifications and/or drawings. Contractor shall thoroughly examine all contract documents and confirm that all submittal requirements are listed on this register. Any submittal items missing from the register shall be immediately reported to the Contracting Officer.

Contractor shall fill out the "Date Due from Contractor" block and submit it to the Contracting Officer within 10 days of contract award.

SECTION 01 33 00 Page 4

1.4.1.1 Contractor Use of Submittal Register

Complete the following on the register:

Column (f) Contractor Submit Date; Scheduled date for the Contracting Officer to receive submittals.

1.4.1.2 Contracting Officer Use of Submittal Register

Construction Management will review the submittal register upon receipt of the initial Contractor input and, if necessary, inform the Contracting Officer of any discrepancies and/or resubmission of Contractor dates.

Construction Management will update the following fields:

Column (g) List date of submittal receipt.

Column (l) List date returned to Contractor.

Contraction Officer will fill out Columns (h) through (k).

1.4.2 Drawing Submittals

Five (5) blackline or blueline opaque prints of each drawing shall be submitted. One print, marked with review notations by the Contracting Officer, will be returned to the Contractor.

1.4.3 Data Submittals

Five (5) complete sets of indexed and bound product data shall be submitted. One set, marked with review notations by the Contracting Officer, will be returned to the Contractor.

1.4.4 Samples

One set of identified samples shall be submitted. A copy of the transmittal form, marked with review notations including selections by the Contracting Officer, will be returned to the Contractor.

Samples that are intended or permitted to be returned and actually incorporated in the work are so indicated in the individual technical sections. These samples will be returned to the Contractor, at his expense, to be clearly labeled, with installation location recorded.

Samples shall be in undamaged condition at the time of installation.

1.5 PROCEDURES FOR SUBMITTALS

1.5.1 Reviewing, Certifying, Approving Authority

Design Engineering shall be responsible for reviewing and approving submittals to ensure that they are in compliance with technical requirements as specified in the SOW.

1.5.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

SECTION 01 33 00 Page 5

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.6 GOVERNMENT'S REVIEW

1.6.1 Review Notations

Contracting Officer will review submittals and provide pertinent notation.

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections. Notes shall be incorporated prior to submission of the final submittal.

c. Submittals marked "not approved" or "disapproved" indicate noncompliance with the contract requirements and shall be re-submitted with appropriate changes. No item requiring a submittal shall be accomplished until the submittals are approved or approved as noted.

d. Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" shall be given to the Contracting Officer.

Approval of the submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory.

Contractor shall be responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

e. If changes are necessary to approved submittals, Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change shall be accomplished until the changed submittals are approved.

f. Government shall have 14 calendar days from date received to respond to submittals.

1.6.2 Sample Approval

Contractor shall furnish, for the approval of the Contracting Officer, samples required by the specifications or by the Contracting Officer.

Shipping charges shall be paid by the Contractor. Materials or equipment

SECTION 01 33 00 Page 6 requiring sample approval shall not be delivered to the site or used in the work until approved in writing by the Contracting Officer.

Each sample shall have a label indicating:

a. Name of Project

b. Name of Contractor

c. Material or Equipment

d. Place of Origin

e. Name of Producer and Brand

f. Specification section to which samples applies.

g. Samples of furnished material shall have additional markings that will identify them under the finished schedules.

Contractor shall submit to the Contracting…