Atch 1 - Technical Specifications.pdf

Orlando Office | The Day Building | 605 East Robinson Street, Suite 750 | Orlando, FL 32801 TRACES Office |14655 S.C. Phillips ParkwayFAC 1708 | Hangar R, Southside CCSFS, FL 32920

Patrick Space Force Base (PSFB)

Prime Consultant:

Rhodes+Brito Architects

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

Sub-Consultants:

PROJECT SPECIFICATIONS

SXHT 21-1005

Replace Chiller, AHU's & Fan Coil Units, B3659

100% Submittal

03/27/2023

Contract Number: TRACES-FA2521-18-D-0002

Nelson Engineering Co.

5455 N Courtenay Pkwy Merritt Island, FL 32953

SXHT 21-1005 Replace Chiller, AHU's & Fan Coil Units, B3659

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 30 10/14 SUMMARY OF WORK

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 1: 08/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

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

02 41 00 08/22 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

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

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

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

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 5: 11/19 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 65 00 11/16, CHG 2: 08/18 COOLING TOWERS AND REMOTE

EVAPORATIVELY-COOLED CONDENSERS

23 82 19.00 40 05/17 FAN COIL UNITS

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 29 23 04/06 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER

PROJECT TABLE OF CONTENTS Page 1

600 VOLTS

-- 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 Civil/Environmental

1.2.2 Mechanical

1.2.3 Electrical (Interiors)

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 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

1.10.1.1 Requirements

1.10.2 Protection of Work

1.10.3 Burn Permits

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

1.11.2 Housekeeping

1.11.3 Salvage of Material And Equipment

1.11.3.1 Salvage Items - None

1.11.4 Waste Disposal

1.11.5 Cleanup

1.11.6 Salvage And Disposal Record Keeping

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.13 COMMUNICATION SECURITY (COMSEC)

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PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.1.2 Space Force Restricted Area Requirements (Black & Blue

Restricted Unescorted Badge)

3.1.3 Project Range Safety Risk Assessment

3.2 PSFB VEHICLE INSPECTION

3.3 PSFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 HOISTING AND LIFTING

3.5.1 Lifting Operation Plan

3.6 QUALITY CONTROL

3.6.1 Licenses

3.6.2 Quality Control Manager

3.6.3 Government Inspection/Approval

3.6.4 Inspection Files

3.7 SUPERINTENDENT

3.8 CONSTRUCTION SCHEDULING REQUIREMENTS

3.8.1 Contractor Coordination Meetings

3.8.2 On-Site Construction Sequence

-- End of Section Table of Contents --

03/27/2023 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 Patrick Space Force Base. Patrick Space 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 to replace the existing 60-ton TRANE R-22 chiller with one (1) TRANE R-410A chiller, all air handling units (AHU) in the facility, 12 fan coil units (FCU), and all piping in the mechanical rooms in Building 3695 at Patrick Space Force Base (PSFB) .

1.2 PROJECT DESCRIPTION

1.2.1 Civil/ Environmental

The civil scope of this project includes demolition of existing equipment supports and new cast-in-place concrete equipment pads. Existing pads will be used or modified to fit new equipment as required for the mechanical scope of work. Existing pads are isolated from the structure slab on grade via expansion joint. Existing pad modifications will include demolition of the existing slab on grade, compaction of the existing subgrade, and new concrete tied-into the existing housekeeping pad via drill and epoxy dowels. New housekeeping pads will be drilled, and epoxy dowelled into the existing slab on grade. All pads will include a six (6) inch clearance from face of pad to face of equipment.

The environmental scope of this project includes the identification of potential Asbestos-containing materials (ACM). Common materials that potentially contain asbestos are mastic, insulations, sealants, adhesives, and joint compounds. It is not anticipated that Polychlorinated Biphenyls (PCBs) and Resource Conservation and Recovery Act Heavy Metals (Heavy Metals) containing materials will be impacted by construction.

1.2.2 Mechanical

The mechanical design includes the demolition of existing air handling units AH-1 and AH-2, two existing base mounted pumps, existing chiller, all existing mechanical piping within the mechanical room, existing cooling tower in the mechanical yard, and the twelve existing chilled water two-pipe fan coil units on the first floor of the chapel space. All equipment will be replaced in kind, including a new 68-ton water cooled chiller, stainless steel cooling tower, two base mounted end suction pumps, one new 6,000 cubic foot per minute (CFM) chilled water air handling unit with hot water reheat, one 9,600 CFM chilled water air handling unit with hot water reheat, four half-ton chilled water fan coil units, eight one-ton chilled water fan coil units, and approximately 276 linear feet of steel pipe. All equipment will be installed in the same place as the existing. The controls system will be updated to match the Patrick Space Force Base Energy Management Control System Standards.

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1.2.3 Electrical (Interiors)

This design replaces the 800A Main Service Disconnect Enclosed Circuit Breaker (ECB), 800A 208/120VAC Main Distribution Panel (MDP), and 225A 208/120VAC Panel M with a new ECB and panels of the same size. The new ECB provides the main service disconnect for facility 85201. The new panel MDP provides power for the new chiller C-2, New panel M, and all the existing panels in facility 85201. The new panel M provides power for the rest of the mechanical equipment being replaced as part of this design.

Existing conductors and conduits not designed for replacement will be retained and installed on the new panels.

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.

45TH SPACE WING (SWI)

45 SWI 31-1 Integrated Defense Plan

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2021; TIA 21-1) Life Safety Code

U.S. AIR FORCE (USAF)

AFI 17-220 (201 9) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- 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 information only. 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 (including all paint)

SOLID WASTE DISPOSAL DIVERSION TRACKING; G

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Premises/Access Plan ; G

Storage Area Request ; G

Superintendent Contact and Qualifications ; G

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project 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 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 must be completed with minimal disruption to the operation of the connected facilities .

Contractor shall allow for non-access days where construction activity is prohibited due to hazardous operation. 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 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

03/27/2023 SECTION 01 11 00.00 30 Page 5 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).

No construction work must 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.

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 the 45 CES Environmental (45 CES/CEIE) at least 65 days prior to night work commencement.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area. Contractor must post warning signs in accordance with OSHA requirements.

Before work is started, the Contractor shall submit a Premises/Access Plan to the Contracting Officer or Representative for approval. The plan must 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 101 requirements that all exits and exit access must be maintained at all times. Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

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 critical facility systems ( mechanical, electrical, etc. ) must not be started until replacement equipment is on site.

1.7.1.2 Maintain Clean Work Areas

All work areas must 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.

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1.7.1.3 Damage To Existing Equipment

Any damage must be reported to the Contracting Officer immediately.

Damage to existing materials, equipments, systems, or properties occurring from Contractor activities or neglect, must , 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

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 SLD 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

03/27/2023 SECTION 01 11 00.00 30 Page 7 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.

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

1.8.4 Hazardous Materials

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 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 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.

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1.10.1.1 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 30 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 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.

1.10.2 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.

After excavation permit has been obtained and prior to any excavating, verify with Cape Support (853-5211) that there are no "Critical Days" that would prevent excavation.

Contractor shall temporarily halt any machine excavation work or other

03/27/2023 SECTION 01 11 00.00 30 Page 9 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.

1.10.3 Burn Permits

Burn permits are required for any spark, flame, or welding activity.

Burn Permits shall be obtained, with technical representative guidance, through the CES Customer Services for all hot work on the project site.

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

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

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 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.

1.11.2 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.

1.11.3 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 Space Force Station 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.

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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.

1.11.3.1 Salvage Items - None

1.11.4 Waste Disposal

Hazardous and controlled Waste generated must be managed, coordinated and disposed through Patrick F2F hazardous waste contractor in accordance with (IAW) the CCSFS Hazardous Waste Management Plan (HWMP). Please contact Patrick F2F to coordinate waste disposal requirements prior to generation of waste.

Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for further waste disposal and record keeping requirements.

1.11.5 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.

1.11.6 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.

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

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

The policy and procedures contained in AFI 17-220 shall be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.13 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.

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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 Patrick Space Force Base(P SFB) must still be accomplished.

3.1.2 Space Force Restricted Area Requirements (Black & Blue Restricted Unescorted Badge)

Individuals meeting the 45 SWI 31-1 security requirements will be allowed to acquire restricted area badges. If the Contractor has proper clearance in DISS, the Contractor may complete an AF Form 2586 "Unescorted Entry Authorization Certificate" (signed by the CE Security Manage in signature block #2) and transmit it to the Facility Manager of the restricted area for signature. After obtaining signatures, the individual must make an appointment with Visitor Control Center to obtain a Restricted Area Badge.

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals not in possession of a Restricted Area Badge (RAB) must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SWI 31-1 and Restricted Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site "Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements will apply.

3.1.3 Project Range Safety Risk Assessment

The project operations may fall within or require access through an Explosives Clear Zones (ECZ) denoting storage and/or operations involving the potential exposure to explosive items. If this occurs, SLD 45 Weapons Safety (SEW) and Civil Engineering Squadron will assist the contractor in developing a Deliberate Risk Assessment (RA) to identify, access, develop controls, implement controls, and supervise. Upon acceptance by the contractor and concurrence of CES and SEW, the contractor will comply with the terms of the RA and ensure the controls are implemented. The “PERMIT(S)/ENVIRONMENTAL AND SLD 45 ACTIONS” box on the project plans, cover sheet will denote occurrence of this project requirement.

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3.2 PSFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Manned Operating hours are scheduled from 0600-1700. For after hours access, call P SFB Security Forces at (321) 494-2000 to co-ordinate entry. 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.

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 PSFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the East Commercial 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 PSFB; 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 PSFB 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.

3.4 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 those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to

03/27/2023 SECTION 01 11 00.00 30 Page 13 follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

3.5 HOISTING AND LIFTING

3.5.1 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 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.

3.6 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.

3.6.1 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.

3.6.2 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.

3.6.3 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.

03/27/2023 SECTION 01 11 00.00 30 Page 14

3.6.4 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.

3.7 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.

3.8 CONSTRUCTION SCHEDULING REQUIREMENTS

3.8.1 Contractor Coordination Meetings

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

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

3.8.2 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.

-- End of Section --

03/27/2023 SECTION 01 11 00.00 30 Page 15

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

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

1.4 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

1.5 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

1.7.5 Action Codes

1.7.6 Delivery of Copies

03/27/2023 SECTION 01 33 00 Page 1

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

1.14 STATUS REPORT ON MATERIAL ORDERS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

-- End of Section Table of Contents --

03/27/2023 SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

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

03/27/2023 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

03/27/2023 SECTION 01 33 00 Page 4 is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

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

Factory test reports.

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.

03/27/2023 SECTION 01 33 00 Page 5

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"classification.

Submittals not having a "G" classification are or information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

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.

SD-01 Preconstruction Submittals

Submittal Register ; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

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."

1.4 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.

03/27/2023 SECTION 01 33 00 Page 6

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.4.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 2 inches on the right-hand side of each sheet for the Government disposition stamp.

1.4.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such…