Attach 1-Design Specification.pdf

AA 0002809

PROJECT SPECIFICATIONS

DBEH 18-1690, F82227 CAPE CANAVERAL

ER STARS RELOCATION

Cape Canaveral Air Force Station

8/29/2019 100% Design Submittal

Contract Number FA2521-18-D-0002

Prime Consultant:

Rhodes+Brito Architects

605 E. Robinson Street, Suite 750 Orlando, FL 32801

Sub-Consultants:

Nelson Engineering Co.

5455 N Courtenay Pkwy Merritt Island, FL 32953

Cape Design Engineering Co.

775 E. Merritt Island Causeway, Suite 230

Merritt Island, FL 32952

F82227 CAPE CANAVERAL ER STARS RELOCATION DBEH 18-1690

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 30 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 44 16.00 30 FIRE EXTINGUISHERS AND CABINETS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

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 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 31 13.00 40 METAL DUCTS

PROJECT TABLE OF CONTENTS Page 1 8/29/2019

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Fire Alarm

1.2.2 Architectural

1.2.3 Structural

1.2.4 Mechanical

1.2.5 Electrical

1.2.6 Telecommunications

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 Construction Area Access And Control

1.7.1.1 Access and Control Requirements

1.7.2 Vehicle Parking

1.7.2.1 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 ON-SITE PERMITS

1.9.1 Utility Outage Requests And Connection Requests

1.9.1.1 Requirements

1.9.2 Protection of Work

1.9.3 Burn Permits

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 Removal

1.10.2 Housekeeping

1.10.3 Salvage of Material And Equipment

1.10.3.1 Salvage Items - None

1.10.4 Waste Disposal

1.10.5 Cleanup

1.10.6 Salvage And Disposal Record Keeping

1.11 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.12 COMMUNICATION SECURITY (COMSEC)

PART 2 PRODUCTS

SECTION 01 11 00.00 30 Page 1

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.2 CCAFS VEHICLE INSPECTION

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 HOISTING AND LIFTING

3.4.1 Lifting Operation Plan

3.5 QUALITY CONTROL

3.5.1 Licenses

3.5.2 Quality Control Manager

3.5.3 Government Inspection/Approval

3.5.4 Inspection Files

3.6 SUPERINTENDENT

3.7 CONSTRUCTION SCHEDULING REQUIREMENTS

3.7.1 Contractor Coordination Meetings

3.7.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00.00 30 Page 2

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Cape Canaveral Air Force Station. Cape Canaveral Air Force Station is located at the end of State Road 401, north of Port Canaveral.

The Work to be performed under this project includes, but is not limited to, providing the labor, equipment and materials necessary for architectural, interiors, mechanical, fire protection and electrical work, complete in accordance with the drawings and specifications.

1.2 PROJECT DESCRIPTION

1.2.1 Fire Alarm

The existing fire alarm system features a Cerberus Pyrotronics fire alarm control panel (FACP) located in the lobby area of the first floor. All fire alarms within rooms 203, 204 and 205 will be demolished. New audible/visual combination devices and duct smoke detectors compatible with the existing FACP will be installed in accordance with NFPA 72. A new Very Early Smoke Detection Apparatus (VESDA) air sampling smoke detection system will be installed. This includes sampling pipes in raised floor system; sampling point will be determined by Fire Alarm contractor coordinating with Contracting Officer for final equipment locations. New VESDA system will be interfaced with existing FACP.

1.2.2 Architectural

The project is required to provide a tenant improvement of the ERD STARS and ERD EIS, the relocation equipment and personnel outside of current and anticipated launch vehicle Range Safety restricted areas at the Second Floor of the 45 SW Cape Canaveral Air Force Station Headquarters Building, and to provide additional space for expansion of the ERD STARS system for current, forecasted and anticipated launch vehicle support requirements.

1.2.3 Structural

The project will require the loading of the existing upper level floor slab and raised floor system with new equipment. Contractor is to verify that equipment point load does not exceed the structural capacity of the existing raised floor system and existing structural floor slab, prior to work beginning. Contractor is to provide contracting officer with a recommendation letter that is signed and sealed by a Florida registered engineer that analyzes existing structural floor slab and describes an applicable solution if necessary. Contractor is responsible for alternate structural supports required through existing structural analysis.

1.2.4 Mechanical

Systems Overview-The HVAC systems added or modified under this scope of

SECTION 01 11 00.00 30 Page 3 work consist of changes to the ductwork and balance of air flows into the existing area of work. This system, which utilizes the existing Air Handler #3 will continue to supply capacity to condition the loads in the space, except for the additional loads generated via the data equipment.

The additional internal loads generated by the data equipment will be covered by adding additional Computer Room Air Conditioning units.

Two separate CRAC units are specified each with a capacity sized to cover this load providing 100% redundancy for this load. These systems will be ducted in parallel below the raised floor and the air flows will be controlled via VAV terminals. Manual dampers and back flow dampers are used to switch units. The CRAC units utilize chilled water. No refrigerant is used by these systems. Chilled-water supply return and pumped condensate piping is run from the mechanical room located across the hall from the space through the existing ceiling space and down to the units located in the space.

1.2.5 Electrical

The design modifies the existing power distribution system by providing new wires, conduits, lights, and receptacles as required to support the relocation of the STARS equipment. Installation of a new 80 kVA UPS is required to ensure critical equipment stays active during a power loss incident. Receptacles on UPS power are to be provided for the video wall, DRC and SUR consoles, DRC racks, and office spaces. A suspended, overhead busway is required for the installation of plug-in units for the DRC rack power distribution units (PDUs). An emergency power off (EPO) switch interfaces with the shunt trip breaker on the upstream UPS panel (UPS-A).

This allows all sensitive equipment to be shutdown simultaneously in an emergency scenario. 480-volt feeds provide power to the VAVs and CRAC units.

The design replaces the existing lights in Rooms 203, 204, and 205 with new, dimmable, LED 2' x 2' LED light fixtures. Light fixtures and lighting distribution were designed to achieve an average of 30 foot-candles at 3 feet above finished floor. Light fixtures over the video wall will be on an independent dimmer switch. The illuminance levels in the facility are based on the levels in the existing STARS location and on Illuminating Engineering Society of North America (IESNA) guidelines. All existing emergency and exits lights are being removed and replaced with new lights which will meet all NFPA 70 regulations.

1.2.6 Telecommunications

DRC equipment racks are to be installed in the newly repurposed DRC equipment room. Data and TV audio/visual outlets are to be installed to support SUR and DRC workstations, video wall and office equipment. The design provides conveyances including cable trays and conduits from end devices to communication racks in DRC equipment room. Communication cabling will be installed by others.

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.

SECTION 01 11 00.00 30 Page 4

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 72 (2019; TIA 19-1; ERTA 2019) National Fire Alarm and Signaling Code

U.S. AIR FORCE (USAF)

AFI 33-580 (2013) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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:

Lifting Operation Plan;G

Utility Outage Requests;G

Connection Requests;G

Air Force Form 3952 (AF 3952), Chemical/Hazardous Material Request Authorization;G

SOLID WASTE DISPOSAL DIVERSION TRACKING;G

Storage Area Request;G

Superintendent Contact and Qualifications;G

1.5 CONTRACT DRAWINGS

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion.

Reference publications will not be furnished.

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

The drawings indicate the general location and arrangement of existing conditions. Field measurements may be necessary to determine the size and

SECTION 01 11 00.00 30 Page 5 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 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 without disrupting the operation of Facility 85125.

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 five 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. Work beyond normal hours/days may be required for major utility outages. It is to the government's discretion to request copies of contractor inspection records for periods worked on holidays and weekends (FAR 52.246-12 Inspection of Construction).

If night work is required from 1 May to 31 October between 2100 to 0600 hours, a light management plan must be reviewed and approved through the Contracting Officer and 45 CES Environmental (45 CES/CEIE) at least 45 days prior to night work commencement.

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, however no base support will be available.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Construction Area Access And Control

1.7.1.1 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.

SECTION 01 11 00.00 30 Page 6

1.7.2 Vehicle Parking

1.7.2.1 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

At Government discretion, Contractor may be assigned a storage area upon submitting written Storage Area Request to the Contracting Officer.

Contractor's Storage Area Request shall indicate dimensions of trailer, size of storage area, and utilities required. All trailers shall be in good and safe condition. Storage space is normally co-located with construction site, at the Contracting Officer's discretion. Storage areas may require fence and screening as required by Government. Contractor shall secure storage areas during inclement weather situation.

Contractor is to submit a Work Order Management System (WOMS) through 45 SW Civil Engineering Squadron (45 CES) to request a telephone number and line for their office trailer. Commercial Internet service is available through local Internet service provider at contractor cost.

Office trailers and long term (longer than one year) storage trailers shall be painted to match the base approved color", as noted in the base Facilities Sustainment guide. Trailers located on site for short term storage, less than one year, will not need to meet this requirement. In addition, all office trailers and long term storage trailers shall be skirted along the entire perimeter with a wood lattice material. This skirting shall be painted to match the same trailer color as described above. Contractor shall be responsible for the storage and protection of all of their materials and equipment, whether incorporated into the job or not.

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. Contractor shall not use swales, drainage ditches, or any other storm water permitted area to store materials or equipment. If swales, drainage ditches or any other storm water permitted areas must be used for storage, Contractor must get special permission from Contracting Officer.

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.

SECTION 01 11 00.00 30 Page 7

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

1.8.4 Hazardous Materials

The Contractor and all subcontractors shall comply with, but not limited to: AFI 32-7086, Hazardous Materials Management, February 2015 and the 45th SW HAZMAT Tracking Procedures for Construction and Service Contractors. No hazardous materials such as paint, oil, grease, adhesive, sealant, etc. are allowed to be brought onto any 45 SW Installation without prior approval. The Contractor shall contact the 45 CES/CEIE Hazardous Materials Program Manager to review hazardous materials authorization procedures prior to hazardous materials being brought onto 45 SW facilities. Submit an Air Force Form 3952 (AF 3952), Chemical/Hazardous Material Request Authorization if hazardous materials & petroleum product will used on site. 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 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

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 "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements" and is required to protect areas adjacent to the construction site.

1.9 ON-SITE PERMITS

1.9.1 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.

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

1.9.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, fire detection and suppression systems, 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. 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.

Since many systems are critical to facility operations, the number and

SECTION 01 11 00.00 30 Page 8 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 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.

1.9.2 Protection of Work

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 "Base Civil Engineering Work Clearance Request" AF Form

103. Prior to submitting Form 103 for review and approval, contractor shall mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling SUNSHINE at 1-800-432-4770. Contractor shall provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the Government Technical Representative to schedule locates prior to any excavation. The Technical representative shall be the first and the last to coordinate on the AF Form 103.

Contractor shall temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.9.3 Burn Permits

Burn permits are required for any spark,flame, or welding activity. Burn Permits shall be obtained thru Cape Support (853-5211).

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

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

1.10 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.10.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal

SECTION 01 11 00.00 30 Page 9 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.

1.10.2 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 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.

1.10.3 Salvage of Material And Equipment

All salvageable materials or items to be removed shall remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items shall be transported to and deposited at the Defense Logistics Agency Office - Disposition Services (DLA) collection point Building 1623, Cape Canaveral Air Force Station, Florida at the Contractor's expense. Coordinate with the Contracting Officer and DLA Disposition Service Representative for required documentation prior to transportation for disposal.

Salvageable material must be segregated and separated into categories before transport. Material shall be palletized and secured onto pallets or moveable by forklift (maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal.

Deliveries to DLA shall be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DLA shall be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. A signed copy by DLA reflecting the turn in materials shall be furnished to the Contracting Officer.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Material to be salvaged and reinstalled by the Contractor shall be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer shall have sole discretion as to determining whether any particular item is salvageable.

1.10.3.1 Salvage Items - None

1.10.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily. Contractor shall dispose of Construction and Demolition (C&D) material at a State approved disposal site.

SECTION 01 11 00.00 30 Page 10

Refer to Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for further waste disposal and record keeping requirements.

1.10.5 Cleanup

All waste materials, except indicated salvaged items, generated by the construction shall be hauled off U.S. Government property at the end of each work day and deposited at a disposal site selected by the Contractor.

Disposal shall be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

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.

1.10.6 Salvage And Disposal Record Keeping

Contractor shall maintain and submit quarterly and at the completion of the project the SOLID WASTE DISPOSAL DIVERSION TRACKING form to the Contracting Officer of all materials removed from the job site. This inventory shall include waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled.

1.11 RADIO FREQUENCY MANAGEMENT PROCEDURES

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

The policy and procedures contained in AFI 33-580 shall be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.12 COMMUNICATION SECURITY (COMSEC)

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 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

All on-site project work is confined to non-restricted areas. That is, no restricted area badge shall be necessary to accomplish the on-site work.

However, normal access requirements into Cape Canaveral Air Force Station ( CCAFS) must still be accomplished.

SECTION 01 11 00.00 30 Page 11

3.2 CCAFS VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Visitor Control Center. Manned Operating hours are scheduled from 0600-1700. For after hours access, call CCAFS Security Forces at (321) 853-2121 to coordinate entry. Mandatory inspection is required for all:

Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCAFS South Gate for access. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. 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 CCAFS; 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.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials 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 CCAFS Security at 321-853-2121 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.

3.4 HOISTING AND LIFTING

3.4.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of 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

SECTION 01 11 00.00 30 Page 12 entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, 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.

3.5 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. The 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. Contractor shall submit Superintendent Contact and Qualifications to the Contracting Officer.

3.5.1 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 or as otherwise stated elsewhere in this contract. Copies of licenses and certificates shall be provided to the Contracting Officer.

Asbestos Abatement Contractor shall be licensed by the State of Florida.

3.5.2 Quality Control Manager

The Quality Control Manager shall direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager shall be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager shall be a different individual than the project superintendent.

Refer to Section 01 45 00.00 10 QUALITY CONTROL for additional requirements.

3.5.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she shall inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor shall record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.5.4 Inspection Files

The Contractor shall be responsible for keeping inspection files for all projects. Files shall include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports shall be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

SECTION 01 11 00.00 30 Page 13

3.6 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 when work is taking place and shall have full authority to act for the Contractor.

Refer to Section 01 45 00.00 10 QUALITY CONTROL for additional requirements.

3.7 CONSTRUCTION SCHEDULING REQUIREMENTS

3.7.1 Contractor Coordination Meetings

Contractor or their representative 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.

3.7.2 On-Site Construction Sequence

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

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SECTION 01 11 00.00 30 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

1.4 MINIMUM INSURANCE REQUIREMENTS

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

1.5.2 Superintendent Qualifications

1.5.3 Non-Compliance Actions

1.6 PRECONSTRUCTION CONFERENCE

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.4 MINIMUM INSURANCE REQUIREMENTS

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

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable

SECTION 01 30 00 Page 2 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.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 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.

1.7 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.

SECTION 01 30 00 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.3.3 Sustainability Reporting Submittals (S)

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

1.4.2.2 Format for SD-02 Shop Drawings

1.4.2.2.1 Drawing Identification

1.4.2.3 Format of SD-03 Product Data

1.4.2.3.1 Product Information

1.4.2.3.2 Standards

1.4.2.3.3 Data Submission

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

1.4.2.4.2 Sample Incorporation

1.4.2.4.3 Comparison Sample

1.4.2.5 Format of SD-05 Design Data

1.4.2.6 Format of SD-06 Test Reports

1.4.2.7 Format of SD-07 Certificates

1.4.2.8 Format of SD-08 Manufacturer's Instructions

1.4.2.8.1 Standards

1.4.2.9 Format of SD-09 Manufacturer's Field Reports

1.4.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.4.2.11 Format of SD-11 Closeout Submittals

1.4.3 Source Drawings for Shop Drawings

1.4.3.1 Source Drawings

1.4.3.2 Terms and Conditions

1.4.4 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-01 Preconstruction Submittal Copies

1.5.2 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

SECTION 01 33 00 Page 1

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

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

SD-01 Preconstruction Submittals

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

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

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

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

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

SECTION 01 33 00 Page 3 other characteristics of materials, systems or equipment for some portion of the work.

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

SD-04 Samples

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

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

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

SD-05 Design Data

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

SD-06 Test Reports

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

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

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

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is

SECTION 01 33 00 Page 4 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 Safety Data Sheets (SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

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

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

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

SD-11 Closeout Submittals

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.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

SECTION 01 33 00 Page 5

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.3.3 Sustainability Reporting Submittals (S)

Submittals for Guiding Principle Validation (GPV) or Third Party Certification (TPC) are indicated with an "S" designation. These submittals are for information only.

Schedule submittals for these items throughout the course of construction as provided; do not wait until closeout.

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings.