FAKZ172004_FAKZ182106_B-3 SPECS VOLUME I SIGNED.pdf

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

REPAIR WEAPONS SHOP BLDG. 1312

Specifications for the

Date: DECEMBER 2020 Revised: NA Job No: 18075/FAKZ182106/FAKZ172004 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

REPAIR WEAPONS SHOP, BUILDING 1312 TYPE B3 (100%) SUBMITTAL

187th Fighter Wing, Dannelly Field, Montgomery, AL December 2020 ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

TABLE OF CONTENTS - 1

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

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 4

01 2300 BID OPTIONS 3

01 3000 ADMINISTRATIVE REQUIREMENTS 10

01 3001 SUBMITTALS

- AF FORM 66 SUBMITTAL REGISTER

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING 6

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 5721 TEMPORARY ENVIRONMENTAL CONTROLS 10

01 6000 PRODUCT REQUIREMENTS 9

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS 6

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 14

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

DIVISION 02 - EXISTING CONDITIONS

02 4100 SELECTIVE DEMOLITION 6

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 8

TABLE OF CONTENTS - 2

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 1650 COLD-FORMED RETROFIT ROOF FRAMING SYSTEM 11

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 COLD-FORMED METAL FRAMING 6

05 5000 METAL FABRICATIONS 8

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 1300 SHEET WATERPROOFING 5

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 6

07 2500 WEATHER BARRIERS 17

07 4113 METAL ROOF PANELS 14

07 4213 RIBBED METAL WALL PANELS 11

07 4293 METAL SOFFIT PANELS 8

07 4300 ALUMINUM-FACED COMPOSITE WALL PANELS 13

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 5400 THERMOPLASTIC MEMBRANE ROOFING 14

07 6200 SHEET METAL FLASHING AND TRIM 8

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 11

07 8100 APPLIED FIREPROOFING 7

07 8400 FIRESTOPPING 11

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 16

08 3323 OVERHEAD COILING DOORS 6

08 4113 ALUMINUM-FRAMED ENTRANCES 9

08 4413 GLAZED ALUMINUM CURTAIN WALLS 11

08 7100 DOOR HARDWARE 25

08 8000 GLAZING 6

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 10

09 2116 GYPSUM BOARD ASSEMBLIES 7

09 3000 TILING 10

09 5100 ACOUSTICAL CEILINGS 8

09 6500 RESILIENT BASE 5

09 6519 RESILIENT TILE FLOORING 9

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 12

TABLE OF CONTENTS - 3

09 9600 HIGH-PERFORMANCE COATINGS (SUTP) 7

DIVISION 10 - SPECIALTIES

10 1101 VISUAL DISPLAY BOARDS 5

10 1400 SIGNAGE 6

10 2113 STAINLESS STEEL TOILET COMPARTMENTS 8

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 10

10 4400 FIRE PROTECTION SPECIALTIES 3

10 5100 LOCKERS 4

10 7316 ALUMINUM CANOPY SYSTEM 6

10 8500 RECYCLING SPECIALTIES 2

VOLUME 2

DIVISION 11 - EQUIPMENT

11 5213 CEILING-RECESSED FRONT PROJECTION SCREENS 5

11 5223 AUDIO-VISUAL EQUIPMENT SUPPORTS 5

DIVISION 12 - FURNISHINGS

12 2115 OPERABLE MESH SHADES 6

12 3040 MANUFACTURED PLASTIC LAMINATE CASEWORK 17

12 3600 COUNTERTOPS AND WINDOW SILLS 5

DIVISION 13 - SPECIAL CONSTRUCTION

13 3100 FABRIC STRUCTURES 7

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET-PIPE FIRE-SUPRESSION SPRINKLERS 13

DIVISION 22 - PLUMBING

22 0513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT 3

22 0514 COMMON WORK RESULTS FOR PLUMBING 13

22 0519 METERS AND GAGES FOR PLUMBING PIPING 5

22 0523 GENERAL-DUTY VALVES FOR PLUMBING PIPING 5

22 0529 HANGERS & SUPPORTS FOR PLUMBING PIPING & EQUIPMENT 10

22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 4

22 0716 PLUMBING PIPING INSULATION 13

22 1000 FACILITY NATURAL GAS PIPING 11

22 1116 DOMESTIC WATER PIPING 13

22 1119 DOMESTIC WATER PIPING SPECIALTIES 7

22 1316 SANITARY WASTE AND VENT PIPING 7

22 1319 SANITARY WASTE PIPING SPECIALTIES 9

22 1513 GENERAL SERVICE COMPRESSED AIR PIPING & ACCESSORIES 9

22 1519 GENERAL SERVICE PACKAGED AIR COMPRESSORS & RECEIVERS 2

22 3400 FUEL FIRE, DOMESTIC WATER HEATERS-NATURAL GAS 5

22 4100 PLUMBING FIXURES 7

TABLE OF CONTENTS - 4

DIVISION 23 – HEATING, VENTILATION & AIR CONDITIONING

23 0500 GENERAL HVAC REQUIREMENTS 6

23 0500 ATTACHMENT ‘A’ 2

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

23 0517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING 3

23 0518 ESCUTCHEONS FOR HVAC PIPING 2

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4

23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 3

23 0593 TESTING, ADJUSTING, AND BALANCING 10

23 0713 DUCT INSULATION 9

23 0719 HVAC PIPING INSULATION 12

23 0900 HVAC INSTRUMENTATION AND CONTROLS 30

23 0993 SEQUENCE OF OPERATION 2

23 2300 REFRIGERANT PIPING 11

23 3113 METAL DUCTS 14

23 3300 DUCT ACCESSORIES 8

23 3301 COMBINATION LOUVER/DAMPER 6

23 3423 HVAC POWER VENTILATORS 5

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 3

23 5533 GAS-FIRED UNIT HEATERS 4

23 7200 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 11

23 7313 INDOOR HEAT PUMP 8

23 7433 OUTDOOR HEAT PUMPS 4

23 8126 DUCTLESS SPLIT-SYSTEM AIR CONDITIONING UNITS 5

DIVISION 26 - ELECTRICAL

26 0100 GENERAL ITEMS 9

26 0100 ATTACHMENT ‘A’ 2

26 0271 MEDIUM-VOLTAGE TRANSFORMERS 8

26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS & CABLES 5

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 7

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 6

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 14

26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 12

26 0544 SLEEVES/SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 5

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 10

26 0923 LIGHTING CONTROL SYSTEM 35

26 2416 PANELBOARDS 7

26 2418 LOW-VOLTAGE TRANSFORMERS 4

26 2726 WIRING DEVICES 7

26 2813 FUSES 2

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 7

26 3000 SHORT CIRCUIT COORDINATION STUDY AND ARC FLASH HAZARD ANALYSIS 10

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 4

26 5119 LED INTERIOR LIGHTING 7

26 5619 LED EXTERIOR LIGHTING 9

TABLE OF CONTENTS - 5

DIVISION 27 - COMMUNICATIONS

27 0510 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 2

27 0520 COMMUNICATION CABLE MANAGEMENT AND LADDER RACK 4

27 0528 PATHWAYS FOR COMMUNICATION SYSTEMS 5

27 0544 SLEEVES AND SLEEVE SEALS COMMUNICATIONS PATHWAYS AND CABLING 5

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 3111 FIRE DETECTION, EVACUATION, AND MASS NOTIFICATION SYSTEM 66

28 1300 SECURITY SYSTEM 8

- ADVANTOR SYSTEMS SCOPE OF WORK – BUILDING 1312

- ADVANTOR SYSTEMS SCOPE OF WORK – TEMPORARY WORK

STRUCTURE

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 12

31 1001 SITE CLEARING 5

31 2210 EARTHWORK 14

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1314 CEMENT CONCRETE PAVING 14

32 1720 PAVEMENT JOINT SEALANTS 5

32 9223 SODDING 4

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 4112 STORM DRAINAGE 4

DIVISION 41- MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 2223.19 MONORAIL HOISTS 14

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

PROJECT INFORMATION AND SUMMARY 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Weapons Building 1312, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project #FAKZ172004/FAKZ182106

C. Project Number: Architect's Project #16107/18075.

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

E. Government's Representatives & Titles:

1. Contracting Officer (CO): Mr. Stephan Shanks.

2. Contracting Officer Representative (COR): Major Adam Sanders, Base Civil Engineer

3. Alternate Contracting Officer Representative (COR): Captain Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 425 calendar days from notice to proceed to beneficial occupancy, this is in addition to 30 days for the punch list to be completely accomplished. The Government intends to occupy the building upon beneficial occupancy. The Contractor will be responsible for coordinating punch list activities around the Government's activities if both are occurring at the same time.

1.03 PROJECT DESCRIPTION

A. Project scope includes the complete renovation of the existing Weapons Facility that was construction in 1985. The proposed project includes, but is not limited to, the following scopes of work as is indicated on the Contract Documents:

1. Construction of a temporary shetler for use by the Government while work at Building 1312 is ongoing. Contractor shall also remove the temporary structure upon acceptance of the work at Building 1312 as part of this Contract.

2. The following work items at Building 1312:

a. Removal and replacement of all building mechanical systems.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 2

b. Removal and replacement of all building electrical systems.

c. Partial removal of existing pluming systems and installation of new plumbing systems and fixtures.

d. Installation of a new wet pipe sprinkler system including a new fire water service line.

e. Removal of existing low-sloped roof system and existing clerestory window assemblies. Installation of new standing seam metal retrofit roofing system.

f. Removal of existing exterior wall cladding and installation of new exterior cladding systems.

g. Reconfiguration of interior space including removal and replacement of existing load bearing and non-load bearing masonry walls.

h. Removal of existing structural floor slab as required for installation of new building elements.

i. General finish upgrades throughout the facility.

j. Minor site modifications including pavement repair and rehabilitation and removal/replacement of sitework required for installation of new utility service.

B. Antiterrorism and Building Standoff Requirements:

1. The project site and building structural, architectural, electrical and mechanical systems have been designed to meet the prescribed levels of protection against terrorist attacks in accordance with the Department of Defense (DoD) Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Intrusion Detection System (IDS):

1. Controlled areas are designed to be equipped with Instruction Detection System.

2. The IDS system must be fully compatible with the exiting 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, systems per Advantor Systems Corporation's "Proposal" solicited by the Government.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 3

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 systems as defined by Advantor System Corporation.

5. Contractor shall contact the project Contracting Officer regarding FAR Part 51 Authorization of Contractor's procurement of Advantor Systems Corporation materials, equipment and services.

D. Sustainability Design and Energy Conservation:

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

2. This project has been registered with the USGBCI for guiding purposes assessment recognition process. The Contractor is responsible for ensuring all specified sustainable and energy conservation goals are achieved and fully implemented. Refer to specification sections 01 3325 and 01 3329 for additional HPSB 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).

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 is not 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

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PROJECT INFORMATION AND SUMMARY 00 0102 - 4

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.

C. 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.

D. Existing building space may not be used for storage.

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.

F. Construction operations are not to affect any of the ongoing operations thought 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. Provide access to and from the site and all facilities effected by the scope of work as required by law and by the Government.

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signage if exit routes are temporarilty altered.

2. Do no obstruct roadways, sidewalks, parking lots, drives, or other public ways without permit.

3. Promptly remove mud, dirt, debric, etc... from sidewalks, streets, and public right-of-way during construction as it occurs.

a. Utilize covered waster receptacles to reduce waste and debris from leaving the project site and adversely effecting the Government's ongoing operations

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PROJECT INFORMATION AND SUMMARY 00 0102 - 5

including the aircraft movements on the aircraft apron adjacent to the project site.

4. Coordinate site lay down and storage areas with Government's Operations.

5. Construction operatoins 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, parking lots, right-of-ways, etc...

H. Comply with the Government's security requirements. Refer to Specification Section 01 3553.

I. The Contractor shall provide all testing, inspection, and similar services; these services also inclose those specified to be performed by an independent agency.

1.06 UTILITY OUTAGEES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government (Saturday, Sunday, Monday, or Holidays) unless specifically approved by the base Civil Engineer.

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.

1.07 PHASING OF WORK

A. The Contractor shall sequence and phase the work to allow for ongoing execution of the F-16 flying mission for the duration of the project.

B. The work of the project shall be broken down into the following phases:

1. Phase I - Construction of Temporary Weapons Work Area:

a. Upon notice to proceed from the Government, the Contractor shall construct the temporary work area indicated on the drawings.

b. This work shall be complete within 60 days of the notice to proceed.

2. Phase II - Government Relocation

a. Following acceptance of the temporary work area by the Government, the Government will require 14 calendar days to relocate all equipment from building 1312 into the temporary work area.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 6

b. The Government intends to furnish and install temporary administrative area for the occupants of Building 1312. The Contractor is only required to construct the temporary work area indicated on the drawings.

c. During this 14 days duration, no work at the temporary facility or Building 1312 will be allowed.

3. Phase III - Building 1312 Renovation

a. Following completion of Phase II - Government Relocation, the Contractor will be granted access to Building 1312 for the work required at this facility.

b. The work of Building 1312 may be completed in the sequence determined by the Contractor. The facility will be vacant.

4. Phase IV - Removal of Temporary Work Area.

a. Upon completion of Phase III, and acceptance of Building 1312, the Contractor shall remove the temporary work areas constructed in Phase I.

b. Work of Phase IV shall consist of, but is not limited to, the following:

1) Removal of the above-grade vinyl fabric structure in its entirety.

2) Removal of all concrete slabs, footings, mud sills, stairs, ramps, etc...

3) Regrading of the site to pre-work elevations.

4) Installation of sod in all disturbed areas.

5) Removal of HVAC systems and electrical systems back to the exisitng ANG owned transformer. New underground communications infrastructure and re-routed utilities may remain.

6) All refuse and discarded materials associated with the removal of the facility and systems will be the property of the Contractor. Contractor shall return shelter and equipment to shelter manufacturer, if required, or dispose of the discarded material/systems in accordance with project requirements. Refer to sustainability requirements for waste disposal provisions. These provisions are applicable to this portion of the project scope and the Contractor will be required to provide documentation regarding how materials were disposed of and/or recycled.

C. The entire work, inclusive of Phase I, II, III, & IV described above must be completed within the Contract Duration listed in part 1.02 of this specification section.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 7

1.08 WORK SEQUENCE

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

B. Coordinate construction activities with the ongoing F-16 flying mission. Limit utility disruptions to Building 1312 only. If required utility outages impact adjacent facilties they must be coordinated in advance with the Government and occur over non-UTA weekends.

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: David Donovan, AIA, LEED AP

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

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDough St..

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

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green - Pat Moseley, PE

2. Structural Engineering:

a. Grant Engineering

b. Address: 432 Herron Street

c. City, State, Montgomery, Al 36104

d. Phone: 334-265-4631.

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PROJECT INFORMATION AND SUMMARY 00 0102 - 8

e. Contact: Terry Grant, PE

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. Morris Engineering

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Jack Morris, P.E.

4. Electrical Engineering:

a. Garner & Associates Engineering

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Morgan Garner, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

CUTTING AND PATCHING 01 0450 - 1

SECTION 01 0450 - 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 Division 21, 22, 23,26, and 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 01 0450 - 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 01 0450 - 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 01 0450 - 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.

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

CUTTING AND PATCHING 01 0450 - 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.

END OF SECTION 01045

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

FIELD ENGINEERING 01 0500 - 1

SECTION 01 0500 - 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:

B. 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

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

FIELD ENGINEERING 01 0500 - 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.

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 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.

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FIELD ENGINEERING 01 0500 - 3

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.

END OF SECTION 01050

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - 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 Sum and Contract Time.

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

1.02 SCHEDULE OF VALUES

A. Use Schedule of Values Form: Government's Approved Form .

B. 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.

1. Provide seperate line items for each floor of the building where applicable.

2. Provide separate line items for each separate structure where applicable.

3. Provide separate line items for the following:

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

e. On Site Office Cost, utilities, and supplies

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

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

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 mutiple 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.

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PRICE AND PAYMENT PROCEDURES 01 2000 - 2

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

1.03 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 Form Government's Approved Form .

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

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Stored Materials

7. Authorized Change Orders.

8. Total Completed and Stored to Date of Application.

9. Percentage of Completion.

10. Balance to Finish.

11. Retainage.

F. Execute certification by signature of authorized officer.

G. 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.

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

H. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01 3000.

3. Current construction photographs specified in Section 01 3000.

1.04 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.

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.

1.05 MODIFICATION PROCEDURES

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

B. Do not proceed with work associated with a modification prior to final execution of modification by Contracting Officer.

C. Following execution of modification by the Contracting Officer, promptly:

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PRICE AND PAYMENT PROCEDURES 01 2000 - 4

1. Revise application of payment forms to record each authorized modification as a separate line item and adjust the Contract Price.

2. Revise progress schedules to reflect any change in Contract Time.

3. Enter changes in Project Record Documents.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

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

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

1. All closeout procedures specified in Section 01 7000.

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

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

BID OPTIONS 01 2300 - 1

SECTION 01 2300 - 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 (Contracting Officer's) option in accordance with the requirements of the Contract Documents. Accepted Bid Options will be identified in the Contract Award.

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

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 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 Options and/or contract 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 (OMITTED)

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

BID OPTIONS 01 2300 - 2

B. Bid Option No. 2: F-35 Mission Requirements - Changes to Shop Area:

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

a. Reconfigure rooms 111 through 118 and Room 121 on drawing sheet A2.1A into the configuration of rooms 111 through 118 and room 121 as shown on drawing sheet A2.1B.

b. Base bid shall include all demolition and new work, including mechanical, electrical, plumbing, and fire protection systems indicated on the drawings to facilitate the plan configuration indicated on A2.1A.

c. The Alternate shall include all demolition and new work, including mechanical, electrical, plumbing, and fire protection systems indicated on the drawings to facilitate the configuration indicated on A2.1B.

d. The exterior veneer removal/replacement and new sloped standing seam metal retrofit roofing assembly shall be included in the base bid. The installation of exterior fire water service, fire water riser, and distribution of sprinkler heads required for the configuration indicated on drawing sheet A2.1A shall also be included in the base bid. The Alternate will include the additional cost (if any) to configure the sprinkler layout to support the plan configuration indicated on drawing sheet A2.1B.

C. Bid Option No. 3: Epoxy Flooring Systems (Bid Option No. 2):

1. This Bid Option shall include all plant, labor, and material required for the installation of high performance floor coatings in rooms 111, 112, 113, 114, 115, 116, 117, 118, and 121 (refer to drawing sheet A2.1B) in accordance with specification section 09 9600 - High Performance Coatings.

2. If this Option is not awarded, the Bid (Inclusive of Option No. 2) shall include installation of Sealed Concrete Finish as specified in Section 09 9000 in these spaces.

3. If Bid Option No. 2 is not awarded, this option will be nullified and also not awarded.

D. Bid Option No. 4: Aluminum Canopies (Bid Option No.2):

1. This Bid Option shall include all plant, labor, and material required for the installation of new aluminum entrance canopies at doors 116A and A118C (refer to drawing sheet A2.1B) in accordance with the requirements of specification section 10 7316 - Aluminum Canopy Systems.

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BID OPTIONS 01 2300 - 3

2. If this Bid Option is not awarded, the Bid (inclusive of Bid plus Option No.2) shall include no aluminum canopies.

3. If Bid Option No.2 is not awarded, this Bid Option will be nullified and not awarded.

E. Bid Option No. 5: Furring of Existing Walls (Bid Option No. 2):

1. This Bid Option shall include all plant, labor, and material required for the installation of new metal stud framing, new sheetrock finish, and painting of new sheetrock finish in accordance with project specifications in rooms 101, 106, 109, and 110. Additionally, this Bid Option includes all cost to moify existing electrical rough-ins to extend devices to the new finished wall location.

2. If this option is not awarded, the Bid (Inclusive of Option No.2) shall include repairing and painting of existing wall materials scheduled to remain in these areas. Additionally, all new electrical conduits will be surface mounted to existing wall assemblies and painted if this Option is not awarded.

3. If Bid Option No.2 is not awarded, this Bid Option will be nullified and not awarded.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittal service.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Contractor's daily reports.

F. Progress photographs.

G. Coordination drawings.

H. Number of copies of submittals.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 7000 - Execution and Closeout Requirements

C. 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.

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ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

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.

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.

E. The Contractor shall also identify a secondary Construction Superintendent that can fulfill the role of Construction Superintendent in the planned or unexpected absence of the full time construction superintendent. The secondary project superintendent requirement can be satisfied by the Project Manager or another employee of the General Contractor who possesses the commensurate expertise, experience, and project knowledge necessary to fulfill the responsibilties of the full time Construction Superintendent. Either the Construction Superintendent or Secondary Construction Superintendent must be on site at all times that any work is being performed by the General Contractor's personnel or any personnel from one of the project subcontractors.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

ANG Project Number: FAKZ172004 / 182106 SSL#16107 / 18075

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

1. Besides submittals for review, information, and closeout, this procedure applies to Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. The Contractor, Government, and Architect are required to use this service.

3. It is Contractor's responsibility to submit documents in allowable format.

4. Subcontractors, suppliers, and Architect's consultants will be permitted to use the service at no extra charge.

5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed. Upon review and response to submittals, the Contractor shall furnish the Government with one paper copy of the…