FAKZ039172 - Type B3 Specifications Volume 1 SIGNED.pdf_safe.pdf

187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL

WEAPONS LOAD CREW TRAINING

FACILITY

Specifications for the

Date: MARCH 2023 Revised: NA Job No: FAKZ039172 / 18138 Set No:

Submittal: B-3

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

VOLUME I

David Donovan

Digitally signed by David Donovan DN: cn=David Donovan, o=SS&L, ou=SS&L, email=ddonovan@sslarch.com, c=US Date: 2023.04.24 17:03:56 -05'00'

F:35 Weapons Load Train. FAKZ039172 / 18138 March 2023 187th Fighter Wing, Dannelly Field, ANG Type B3 (100%) Submittal Montgomery, AL

TABLE OF CONTENTS 00 0100 - 1

SECTION 00 0100 - TABLE OF CONTENTS

VOLUME I

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 6

00 0102 PROJECT INFORMATION AND SUMMARY 8

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2300 BID OPTIONS 4

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS

- AF FORM 66 SUBMITTAL REGISTER

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING

- TPC CHECKLIST

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 10

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 12

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 10

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

DIVISION 02 – EXISTING CONDITIONS

02 4100 DEMOLITION 5

02 7110 FOUNDATION DRAINAGE SYSTEMS 7

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TABLE OF CONTENTS 00 0100 - 2

DIVISION 03 – CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 30

03 3680 CONCRETE POLISHING AND DYING 8

DIVISION 04 – MASONRY

04 2000 UNIT MASONRY 14

04 7200 CAST STONE MASONRY 7

DIVISION 05 – METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 05 5000

COLD FORMED METAL FRAMING

METAL FABRICATIONS

05 5213 PIPE AND TUBE RAILINGS 6

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

06 4100 ARCHITECTURAL WOOD CASEWORK 7

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PRODUCT ROOFING WARRANTY 3

07 1113 BITUMINOUS DAMPPROOFING 3

07 1300 SHEET WATERPROOFING 7

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 6

07 2500 WEATHER BARRIERS 12

07 2650 INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION 6

07 4113 METAL ROOF PANELS 14

07 4114 INSULATED METAL ROOF PANELS 10

07 4213 RIBBED METAL WALL PANELS 11

07 4214 INSULATED METAL WALL PANELS 8

07 4293 METAL SOFFIT PANELS 9

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 8

07 7100 ROOF SPECIALTIES 10

07 8400 FIRESTOPPING 8

07 9005 JOINT SEALERS 12

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TABLE OF CONTENTS 00 0100 - 3

DIVISION 08 – OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 14

08 3323 OVERHEAD COILING DOORS 6

08 3700 OVERHEAD HOIST-UP FABRIC DOOR 8

08 4113 ALUMINUM-FRAMED ENTRANCES 9

08 4413 GLAZED ALUMINUM CURTAIN WALLS 11

08 4523

INSULATED TRANSLUCENT FIBERGLASS SANDWICH

PANEL

08 7100 DOOR HARDWARE 25

08 8000 GLAZING 8

08 9100 LOUVERS 5

DIVISION 09 – FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 8

09 3000 TILING 10

09 5100 ACOUSTICAL CEILINGS 7

09 6500 RESILIENT BASE 5

09 6519 RESILIENT TILE FLOORING 9

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 12

09 9600 HIGH-PERFORMANCE COATINGS 9

DIVISION 10 – SPECIALTIES

10 1100 10 1400

VISUAL DISPLAY UNITS

SIGNAGE

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 8

10 4400 FIRE PROTECTION SPECIALTIES 3

10 7316 ALUMINUM CANOPY SYSTEM 6

10 8500 SPECIALTIES 2

DIVISION 11 - EQUIPMENT

11 3013 RESIDENTIAL APPLIANCES 3

DIVISION 12 - FURNISHINGS

12 2115 OPERABLE MESH SHADES 6

12 3600 COUNTERTOPS 5

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

DIVISION 13 – SPECIAL CONSTRUCTION

13 3419 METAL BUILDING SYSTEMS 19

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TABLE OF CONTENTS 00 0100 - 4

VOLUME II

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 6

00 0102 PROJECT INFORMATION AND SUMMARY 8

DIVISION 21 – FIRE SUPPRESSION SYSTEMS

21 1313 WET-PIPE SPRINKLER SYSTEMS, FIRE PROTECTION 23

ANGETL 15-01-03 FIRE PROTECTION GUIDANCE 8

SUNDOWN POLICY FOR FOAM FIRE SUPPRESSION SYSTEMS 2

ATTACHMENT 1 – IMPLEMENTATION OF GUIDANCE 3

APPENDIX 1 – TECHNICAL LOCKOUT/TAGOUT GUIDANCE 4

APPENDIX 2 – DESIGN AND CONSTRUCTION GUIDANCE FOR

INCORPORATING AIR FORCE FOAM SUNDOWN POLICY 3

APPENDIX 3 – PROGRAMMING GUIDANCE 4

APPENDIX 4 UFC 4-211-01 CHAPTER 5 CHANGES DAF FOAM

SUNDOWN POLICY 19

DIVISION 22 – PLUMBING

22 0000 PLUMBING 25

22 1123 FACILITY NATURAL-GAS PIPING 10

22 1311 FACILITY UNDERGROUND FUEL-OIL STORAGE TANKS 5

22 1513 GENERAL-SERVICE COMPRESSED-AIR PIPING 12

22 1519 GENEAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS 6

22 3300 ELECTRIC DOMESTIC WATER HEATERS 5

22 3400 CONDENSING DOMESTIC WATER HEATERS 8

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

23 0100 MECHANICAL GERNERAL PROVISIONS 17

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

23 0522 SOLID STATE VARIABLE FREQUENCY SPEED CONTROLLER 6

23 0523.12 BALL VALVES FOR HVAC PIPING 4

23 0523.14 CHECK VALVES FOR HVAC PIPING 4

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 10

23 0548.13 VIBRATION CONTROLS FOR HVAC & PLUMBING 5

23 0553 IDENTIFICATION FOR PIPING AND EQUIPMENT 4

23 0566 ANTI-MICROBIAL ULTRAVIOLET LAMP SYSTEMS FOR HVAC 7

23 0713 DUCT INSUALTION 12

23 0719 MECHANICAL PIPING INSULATION 10

23 0900 INSTRUMENTATION AND CONTROL FOR HVAC 35

23 0923.12 CONTROL DAMPERS 10

23 0923.14 FLOW INSTRUMENTS 8

23 0923.15 THERMAL MASS FLOW INSTRUMENTS 5

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TABLE OF CONTENTS 00 0100 - 5

23 0923.19 MOISTURE INSTRUMENTS 7

23 0923.27 TEMPERATURE INSTRUMENTS 10

23 2113 HYDRONIC PIPING 7

23 2113.33 GROUND LOOP HEAT PUMP PIPING 4

23 2116 HYDRONIC PIPING SPECIALTIES 5

23 2123 HYRDONIC PUMPS 4

23 2300 REFRIGERANT PIPING 9

23 2513 WATER TREATMENT FOR CLOSED LOOP HYDRONIC SYSTEMS 5

23 3113 METAL DUCTS 12

23 3300 AIR DUCT ACCESSORIES 8

23 3346 FLEXIBLE DUCTS 3

23 3423 HVAC POWER VENTILATORS 7

23 3439 HIGH VOLUME, LOW-SPEED FANS 5

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 5

23 3715 FIXED LOUVERS 6

23 4100 PARTICULATE AIR FILTRATION 3

23 5513 GAS-FIRED DUCT HEATERS 4

23 5523.13 LOW-INTENSITY, GAS-FIRED RADIANT HEATERS 5

23 7313.13 INDOOR, BASIC AIR-HANDLING UNITS 11

23 8125 AIR COOLED CONDENSING UNITS 6

23 8126 SPLIT-SYSTEM AIR-CONDITIONERS 6

23 8146 GEOTHERMAL HEAT PUMPS 9

DIVISION 26 – ELECTRICAL

26 0100 ELECTRICAL 48

26 0124 MEDIUM VOLTAGE CABLES 6

26 0271 MEDIUM VOLTAGE TRANSFORMERS 6

26 0574 OVERCURRENT PROTECTION DEVICE ARC-FLASH STUDY 7

26 0667 MANUAL TRANSFER SWITCHES 4

26 3544 270VDC SOLID STATE GROUND POWER UNIT 31

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 5

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 1005 ELECTRONIC SECURITY SYSTEMS 8

- ADVANTOR SYSTEMS QUOTE 8

28 3176 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM 43

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 12

31 1001 SITE CLEARING 5

31 2210 EARTHWORK 15

- GEOTECHNICAL REPORT 48

31 3116 TERMITE CONTROL 3

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TABLE OF CONTENTS 00 0100 - 6

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 14

32 1413 PRECAST CONCRETE UNIT PAVING 3

32 1720 PAVEMENT JOINT SEALERS 5

32 1900 SIDEWALKS 3

32 3113 CHAIN LINK FENCES AND GATES 5

32 3136 SECURITY BOLLARDS 3

32 9223 SODDING 4

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 3112 SANITARY SEWERAGE 6

33 4112 STORM DRAINAGE 7

33 7350 SITE NATURAL-GAS DISTRIBUTION 3

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PROJECT INFORMATION AND SUMMARY 000102 - 1

SECTION 000102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: F:35 Weapons Load Crew Training Facility, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ039172

C. Architect's Project Number: 18138

D. The Owner, hereinafter referred to as the Government: Alabama Air National Guard.

E. Owner's Representatives:

1. Contracting Officer: Mr. Craig Kast

2. Contracting Specialist: Mr. Stephen Shanks

3. Contracting Officer Representative: Major Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Major Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 425 calendar days from notice to proceed to Beneficial Occupancy. The listed duration shall include completion of all punch list activities identified at the project final inspection. The Government intends to occupy the building upon Beneficial Occupancy.

1.03 PROJECT DESCRIPTION

A. Project scope includes sitework, subgrade excavation, building foundations, structural, architectural, plumbing, mechanical, electrical and relocation of existing utilities for a single story facility and associated sitework per the contract documents. The proposed project includes the following:

1. Vertical construction will consist of work on one facility. The F35 Weapons Load Crew Training Facility will be an approximate 10,000 square foot building housing the Base's Weapons Loading Unit function.

2. Special attention will need to be paid to layout, erosion control, and lay down operations due to the limitations of the site and existing utilities on site. Scope of

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PROJECT INFORMATION AND SUMMARY 000102 - 2

work will include the extension and rerouting of underground utilities.

3. The new building’s structural system includes slab on grade with engineered fill soil stabilization, structural steel framing as well as load bearing masonry, open web joists, pre-engineered metal building system and metal roof decking. The roof will have sloped standing seam roofing on rigid insulation. The exterior walls include veneer brick and stone, aluminum storefronts, translucent wall assemblies, and metal wall panels.

4. Major building systems include a high efficiency air-cooled heat pump system and a geothermal heat pump for HVAC systems.

5. Underground utility work will include all building necessary power, sanitary, gas, water, and telecommunications infrastructure. Coordination will be required with existing utilities to maintain operation through and around the site and will include power, sanitary, gas, water, and data.

6. Site work will comprise of on-site access driveways and parking. Combination of asphalt paving and concrete paving will be utilized.

B. Antiterrorism and Building Standoff Requirements:

1. The project site and building structural, architectural, electrical and mechanical systems have been designed to meet the minimum standards of the Department of Defense (DoD) Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Intrusion Detection System (IDS) and CCTV:

1. The Load Certification Bay is designed to be equipped with Access Controls (ACS), Closed Circuit Television (CCTV), and an Intrusion Detection (IDS) System.

2. The IDS system must be fully compatible with the existing USAF approved ADVANTOR IDS Annunciator located in the 187th SFS BDOC.

3. As part of the base bid, the contractor is responsible for engaging ADVANTOR Systems Cooperation (which is a sole source security system) for the procurement (purchase) and installation of the IDS and CCTV systems. Refer to limited source justification included in the solicitation documents furnished by the Government.

4. The base bid shall include all plant, labor, and materials to provide all collateral support as required by ADVANTOR (in addition to collateral support indicated in the contract documents) for installation of a fully operational IDS and CCTV

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PROJECT INFORMATION AND SUMMARY 000102 - 3

systems as defined by ADVANTOR System Corporation.

5. The required scope of work is as outlined in the drawings. ADVANTOR systems assisted in the design of the security systems and have furnished a "quote" as part of the design process. The "quote" is included in the project specifications for reference and identification of the required devices/materials. The Contractor shall contact ADVANTOR and receive an updated "quote" as part of the bid process.

All costs to install a complete and operation ACS, IDS, and CCTV systems shall be included in the Contractor's bid.

D. Sustainability Design and Energy Conservation:

1. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructability, sustainability, and energy conservation.

2. This project has been registered with the USGBCI for guiding principles assessment recognition process.

3. The Contractor is responsible for ensuring all specified sustainable and energy conservation goals are achieved and fully implemented. Refer to section 01 3329 for sustainability reporting requirements. Refer to technical specifications for specific product requirements.

E. Building Systems Commissioning:

1. Refer to specification section 01 9113 - General Commissioning Requirements, and other individual specifications sections for Contractor's responsibilities related to Building Systems Commissioning.

F. Government Furnished Furniture, furnishings and Equipment (FF&E):

1. Contractor's base bid shall include rough-ins for plumbing, mechanical, and electrical; including installation and final connection of all items indicated on the drawings as Government Furnished Contractor Installed (GFCI).

G. Contractor's Qualified Fire Protection Engineers (QFPE) Services:

1. The Contractor shall employ a Qualified Fire Protection Engineer (QFPE) meeting the requirements of UFC 3-600-01.

2. The QFPE shall review, sign, and certify all fire protection and life safety systems including; but, not limited to fire alarm, mass notification, and sprinkler systems included within the proposed project.

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PROJECT INFORMATION AND SUMMARY 000102 - 4

3. All shop drawing / calculations / material submittals for applicable life safety systems must be reviewed and stamped by the Contractor’ QFPE in accordance with section 9-6.3 of UFC 3-600-01.

4. Waterflow testing shall be performed under the direction of the Contractor’s QFPE in accordance with section 9-6.4 of UFC 3-600-01. Waterflow testing shall be performed by the Contractor in order to develop required hydraulic calculations.

Use of waterflow testing performed by the Architect during design cannot be utilized by the Contractor for preparation of project submittals.

5. During Construction the Contractor’s QFPE must visit the site in intervals/quantities required to certify that the system has been installed in accordance with the project requirements. At a minimum, the QFPE shall attend/witness the above ceiling inspection and attend/witness final acceptance testing for all fire protection and life safety systems. Additional site inspections are at the discretion of the Contractor’s QFPE. The Contractor’s QFPE shall certify, in writing, that the system has been installed in accordance with project requirements.

The Contractor’s QFPE certification shall be in writing, on company letterhead, and include the QFPE’s registration stamp.

1.04 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Building Permit will not be required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.05 USE OF SITE AND MISC. REQUIREMENTS

A. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is as per the Government's approval.

1. Other areas are off limits to all construction personnel.

B. Access to site will be limited; obtain Government's approval of proposed routes of access.

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PROJECT INFORMATION AND SUMMARY 000102 - 5

C. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

D. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

1. Contractor will be limited to the areas included within the project limits shown on the civil drawings.

E. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

1. Site safety and security is the General Contractor's responsibility. Fencing shall be provided as deemed necessary to protect the site from theft and damage and to prevent access to the site by the public. A fence along the project limits is anticipated at a minimum. However, exact location/extents of fencing is at the discretion of the Contractor.

F. Construction operations are not to affect any of the ongoing operations throughout the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

G. Comply with the Government's security requirements - refer to specification section 01 3553.

H. The contractor shall provide all testing, inspections, and similar services; these services also include those specified to be performed by an independent agency.

1.06 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shutdowns shall be performed on a non-working day for the Government (Saturday, Sunday, Monday, or Holidays) unless specifically approved by the base Contracting Officer Representative.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

C. Prevent accidental disruption of utility services to other facilities.

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PROJECT INFORMATION AND SUMMARY 000102 - 6

1.07 PHASING OF WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure all existing roadways and facilities adjacent to the project site remain open and accessible for use by the Government.

1.08 WORK SEQUENCE

A. Coordinate construction schedule and operations with Contracting Officer Representative.

B. Rerouting of existing utilities shown on the drawings must be properly sequenced with work associated with undercutting of the building pad so that shutdown of utility services is limited. Rerouting of existing utilities shall take place prior to the undercutting of the building pad. Rerouting of waterlines shall take place prior to the rerouting of the sanitary sewer. Storm water may be partially rerouted prior to starting the work associated with undercutting the building pad and commence again after undercutting is complete. Order and schedule of sequencing of this work shall be determined by the Contractor and coordinated with the Government.

1. Do not remove from service existing utilities serving adjacent facilities until new service can be established. Provide temporary service if necessary to allow construction to proceed prior to establishing new permanent service(s).

C. The contractor shall be responsible for all means, methods, sequencing of work, demolition, and reparations to the property and facilities as required to accomplish the work. This shall include but is not limited to the installation of all equipment furnishings, and materials.

1.09 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Seay Seay & Litchfield P.C..

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery AL 36104.

3. Phone/Fax: 334-263-5162 334-263-5170.

4. Project Manager: Jake Johnson, AIA

5. Principal-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

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PROJECT INFORMATION AND SUMMARY 000102 - 7

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDonough St..

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone: 334-262-7307

e. Contact: Steve Green - Pat Moseley

2. Structural Engineering:

a. Blackburn, Daniels, O'Barr, Inc.

b. Address: 8805 County Road 40 East

c. City, State, Zip: Lowndesboro, AL 36752

d. Phone: 334-265-0206

e. Contact: Jack Daniels, P.E.

3. Fire Suppression Engineering:

a. Peterson Engineering, Inc.

b. Address: 75 South F Street

c. City, State, Zip: Pensacola, FL 32502

d. Phone: 850-434-0513

e. Contact: Steve Johnson, P.E.

4. Electrical Engineering:

a. Gunn & Associates, P.C.

b. Address: 3102 AL-14

c. City, State, Zip: Millbrook, AL 36054

d. Phone: 334-285-1273

e. Contact: Barry Gravlee, P.E.

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PROJECT INFORMATION AND SUMMARY 000102 - 8

5. Mechanical & Plumbing Engineering

a. HHB Engineers, P.C.

b. Address: 104 Josie Run

c. City, State, Zip: Prattville, AL 36066

d. Phone: 334-358-2707

e. Contact: Tom Hattemer, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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CUTTING AND PATCHING 010450 - 1

SECTION 010450 - CUTTING AND PATCHING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including Requirements of the Government's Solicitation and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Requirements of this Section apply to mechanical and electrical installations.

Refer to Divisions 21, 22, 23, 26 & 27 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures and/or phasing for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

B. Describe the extent of cutting and patching required and how it is to be performed;

indicate why it cannot be avoided.

C. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

D. List products to be used and firms or entities that will perform Work.

E. Indicate dates when cutting and patching is to be performed.

F. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

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CUTTING AND PATCHING 010450 - 2

G. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

H. Approval by the Contracting Officer to proceed with cutting and patching does not waive the Contracting Officer's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

B. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements:

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Lintels.

6. Timber and primary wood framing.

7. Structural decking.

8. Stair systems.

9. Miscellaneous structural metals.

10. Exterior curtain wall construction.

11. Equipment supports.

12. Piping, ductwork, vessels and equipment.

13. Structural systems of special construction in Division-13.

C. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

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CUTTING AND PATCHING 010450 - 3

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Fire protection systems.

d. Communication systems.

e. Electrical wiring systems.

PART 2 PRODUCTS

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 EXECUTION

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

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CUTTING AND PATCHING 010450 - 4

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching requires excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

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CUTTING AND PATCHING 010450 - 5

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat.

4. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature.

Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

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Montgomery, AL

FIELD ENGINEERING 010500 - 1

SECTION 010500 - FIELD ENGINEERING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Requirements of the Government's Solicitation and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. General: This Section specifies administrative and procedural requirements for field engineering services, including, but not necessarily limited to, the following:

1. Land Survey Work.

1.03 SUBMITTALS

A. Certificates: Submit a certificate signed by the Land Surveyor or Professional Engineer certifying that the location and elevation of improvements comply with the Contract Documents.

B. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of Sections "Submittals" and "Project Closeout".

1.04 QUALITY ASSURANCE

A. Surveyor: Engage a Registered Land Surveyor registered in the State where the project is located, to perform land surveying services required.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.01 EXAMINATION

A. The Government will identify existing control points and property line corner stakes.

B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points, or requirements to

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FIELD ENGINEERING 010500 - 2

relocate reference points because of necessary changes in grades or locations.

2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points.

C. Establish and maintain a minimum of one permanent benchmark on the site, referenced to data established by survey control points.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

D. Existing utilities and equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction.

1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and water service piping.

2. The Government requires a dig permit to be submitted for and approved prior to drilling or digging that might impact underground utilities. Coordinate with Contracting Officer Representative in advance of activities requiring an approved dig permit. Submit permit application to Base Civil Engineering a minimum of one week prior to scheduled start of activities requiring a dig permit.

3.02 PERFORMANCE

A. Working from lines and levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to properly locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities, of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level and plumb.

B. Surveyor's Log: Maintain a surveyor's log of control and other survey Work. Make this log available for reference.

1. Record deviations from required lines and levels, and advise the Contracting Officer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not

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FIELD ENGINEERING 010500 - 3

corrected.

C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means.

D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical Work.

E. Existing Utilities: Verify locations of all utilities prior to commencing. Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction with construction.

Montgomery, AL

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

1.03 SCHEDULE OF VALUES

A. Form to be used: Government's Approved Form.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to the Government for approval.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization, bonds and insurance, and material versus labor costs .

1. Provide separate line items for material and labor for each item of work.

2. Provide separate line items for each direct general contractor's cost for general conditions including:

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

e. On Site Office Cost including rent (if applicable), utilities and supplies.

3. Break larger items of work down into line items not exceeding $50,000 in value unless specifically approved by the Government.

4. Provide separate schedule of values for each facility included within the scope of the project.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

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PRICE AND PAYMENT PROCEDURES 012000 - 2

1. Change Orders should be listed as separate line items included at the end of the schedule of values.

2. When a Change Order includes multiple items of work, each item of work shall be listed as a separate line item with the approximate percentage complete for each scope of work listed.

E. Submit schedule of values within the timeframe outlined in the General Conditions of the Contract for Construction.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the General Conditions of the Contract for Construction. Additional requirements/explanations are listed below.

B. Use Government's Approved Form.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to the Government for approval.

D. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

1. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

E. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 013000.

2. Construction progress schedule, revised and current as specified in Section 013000.

3. Current construction photographs specified in Section 013000.

1.05 STORED MATERIALS:

A. Off-site stored materials must be authorized for consideration in the awarded contract and be approved by the Contracting Officer if the Contactor anticipates requesting payment for off-site stored materials prior to the materials being delivered to the project site and and/or placed into operation/construction.

B. The following will be required prior to approval of payment for off-site stored materials:

1. Bill of lading for materials.

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PRICE AND PAYMENT PROCEDURES 012000 - 3

2. Documentation that the materials have been titled to the Contractor and will be used exclusively in the performance of the Contract.

3. Evidence of insurance for the facility storing the materials reflecting 100% total replacement value coverage.

4. Photographs of the materials being stored.

C. The Contracting Officer must verify and approve of off-site stored materials prior to approval of payment. Approval of off-site storage (item A above) will not guarantee approval of payment for off-site stored materials. Payment of off-site stored materials will be at the discretion of the Contracting Officer pending verification of the materials being stored and review of required documentation (item B above) offered by the Contractor with the application for payment.

1.06 MODIFICATION PROCEDURES

A. Comply with all requirements of the General Conditions of the Contractor for Construction.

B. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1.07 APPLICATION FOR FINAL PAYMENT

A. Comply with all requirements of the General Conditions of the Contractor for Construction.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 017000.

2. All stipulated requirements stated in the General Conditions of the Contract for Construction. .

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Montgomery, AL

BID OPTIONS 012300 - 1

SECTION 012300 - BID OPTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Bid Options.

B. Procedures for pricing Bid Options.

1.02 ACCEPTANCE OF Bid Options

A. Bid Options quoted on Bid Forms will be reviewed and accepted or rejected at the Government's option in accordance with the requirements of the Contract Documents.

Accepted Bid Options will be identified in the Construction Contract.

B. Coordinate related work and modify surrounding work to integrate the Work of each Bid Options.

1.03 SUMMARY

A. Definition: A Bid Option is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the Bidding Requirements that may be added to the Base Bid amount if the the Government decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. The Base Bid is all items shown on the the Contract Documents except items to be added back by below schedule of Bid Options.

B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Bid Option is complete and fully integrated into the project.

C. Schedule: A "Schedule of Bid Options" is included at the end of this Section.

Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Bid Option.

D. Include as part of each Bid Option, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Bid Option.

1.04 SCHEDULE OF Bid Options

A. Bid Option No. 1 (Additive): Demolish Building 1403:

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BID OPTIONS 012300 - 2

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

a. Complete demolition of building 1403 including associated site paving and utility demolition as indicated on the civil drawings.

b. If this Bid Option is not awarded, the existing Building 1403 will remain and no work in this area will be required by the Contract.

B. Bid Option No. 2 (Additive): Aircraft Maintenance Plane Power:

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

a. Installation of 270V DC power converter and 460V AC disconnects within the Load Certification Bay, Room 1010, as indicated on the electrical drawings.

Work of this Bid Option shall include all necessary conduit, wiring, breakers, etc... required for a complete and operational system.

b. If this Bid Option is not awarded, the 270VDC and 460VAC electrical equipment will not be required. The conduit, wiring, and breakers associated with these devices will also not be required. Panels servicing these devices will remain as scheduled with breaker space blanked off for future installation of this equipment.

C. Bid OptionNo. 3 (Additive): Aircraft Maintenance Compressed Air Systems:

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

a. Provide and install new compressed air system as indicated on the plumbing drawings. Compressed air systems within the scope of this bid option include, but are not limited to, air compressor(s), air lines, outlet devices, hose reels, etc.. making up the complete compressed air systems indicated on the drawing.

b. If this Bid Option is not awarded, compressed air systems will not be provided/installed within the facility.

D. Bid Option No. 4 (Additive): Security Barriers

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

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BID OPTIONS 012300 - 3

a. Installation of architectural benches/security barriers in exterior areas as indicated on the landscape drawings. If the Bid Option is not awarded, the base bid shall consist of concrete paver systems only.

b. Refer to drawing sheets landscape drawings for application of architectural benches/security barriers associated with this Bid Option.

E. Bid Option No. 5 (Additive): Landscape Wall:

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

a. Installation of the CMU/Brick Veneer/Cast stone wall indicated on the drawings on the East and West sides of the facility and as detailed on the landscape drawings.

b. If this Bid Option is not awarded, the base bid shall include a 7' tall chain link fence in lieu of the CMU/Brick Veneer/ Cast stone wall indicated. The chain link fencing shall be installed in the same location/extents of the indicated landscape wall and shall tie into the new WLT facility and into existing flight line security fencing on either side. Install chain link fencing in accordance with specification section 32 3113.

F. Bid Option No. 6 (Additive): Bathroom Tile:

1. This Bid Option shall include all plant, labor, and material for the following scope of work :

a. Installation of hard tile floor finishes in rooms 1174 an in lieu of sealed concrete flooring as indicated on the drawings.

b. Increased extent of hard tile wall applications in rooms 1174 and 1210 as indicated on drawings.

c. If the bid option is awarded, hard tile shall be installed in accordance with specification section 09 3000.

d. If the bid option is not awarded, the base bid shall consist of sealed concrete flooring and painted CMU walls in rooms 1174 and 1210.

G. Bid Option No. 7 (Additive): Underslab Vapor Barrier:

1. This Bid Option shall include all plant, labor, and material for the following scope of work:

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BID OPTIONS 012300 - 4

a. Provide and install an integrally bonded underslab above grade vapor protection system as specified in Section 07 2650 -Integrally Bonded Underslab Vapor Protection Above and Below grade under all poured in place above grade concrete areas with non-depressed slabs above grade construction.

b. The base bid shall include installation of an underslab vapor barrier as specified in section 03 3000 - Cast-In-Place Concrete under all areas with non-depressed slab on grade construction. Below grade concrete slab vapor protection shall be per Section 07 2650.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Montgomery, AL

ADMINISTRATIVE REQUIREMENTS 013000 - 1

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Progress meetings.

C. Construction progress schedule.

D. Progress photographs.

E. Coordination drawings.

1.02 RELATED REQUIREMENTS

A. Section 01 7000 - Execution and Closeout Requirements

B. Section 01 7800 - Closeout Submittals

1.03 CONTRACTOR'S PROJECT ADMINISTRATION REQUIREMENTS

A. Contractor's Project Manager: Responsible for overall project coordination.

B. Make the following types of submittals to Contracting Officer Representative through the Project Coordinator:

1. Requests for Interpretation .

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Beneficial Occupancy.

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ADMINISTRATIVE REQUIREMENTS 013000 - 2

11. Closeout submittals.

C. The Contractor shall provide project manager with minimum of five years experience on projects of similar size, scope, complexity, and cost. Project manager must be a full time employee of the General Contractor. Prior to construction the Contractor shall submit a resume of the project manager to the Government for approval.

D. In addition to the project manager, the Contractor shall provide a project superintendent who is dedicated, full time, to the project site. The construction superintendent shall have a minimum of five years experience serving as a project superintendent on projects of similar size, scope, complexity and cost. Prior to construction Contractor shall submit a resume of the project manager to the Government for approval.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Contractor will schedule a meeting after notice to proceed.

B. Attendance Required:

1. Contracting Officer Representative

2. Architect.

3. Contractor.

4. All major sub contractors and suppliers.

5. Contracting Officer.

C. Agenda:

1. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

2. Designation of personnel representing the parties to Contract and .

3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

4. Scheduling.

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ADMINISTRATIVE REQUIREMENTS 013000 - 3

5. Use of "Newforma" online web application for RFI, submittals, etc... Refer to section 01 3001 for additional information.

D. Architect will record minutes and distribute copies after meeting to participants, with copies to Architect, Contracting Officer Representative(s), Contracting Officer, participants, and those affected by decisions made.

3.02 PROGRESS MEETINGS

A. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Attendance Required: Job superintendent, Contractor's Project Manager, Contractor's Quality Control Supervisor, Contracting Officer, Contracting Officer Representative(s), Architect, and major Subcontractors/Suppliers when necessary/requested by the Government Contractor.

1. A minimum of bi-weekly meetings should be anticipated. More frequent meetings will be scheduled as dictated by the progress and quality of work observed ongoing at the project site. Contractor’s project superintendent and project manager shall attend all progress meetings in person.

2. Additionally, if a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall also be in attendance, in person, at a minimum of one progress meeting each month.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding…