FAKZ169003 AMU TYPE B3 VOLUME 1 SPECS.pdf

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

NEW AIRCRAFT MAINTENANCE

UNIT FACILITY

Specifications for a

Date: August 01, 2021 Revised: NA Job No: 18153/FAKZ169003 Set No: 1 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

AIRCRAFT MAINTENANCE FACILITY 18153/FAKZ169003 AUG 01, 2021

DANNELLY FIELD, MONTGOMERY, AL TYPE B-3 (100%)

TABLE OF CONTENTS 1

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 0102 PROJECT INFORMATION AND SUMMARY 7

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 3

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS

- AF FORM 66

01 3225 PROJECT SUSTAINABILITY SUMMARY

- HPSB COMPLIANCE SCORESHEET

01 3329 SUSTAINABLE DESIGN REPORTING 6

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 6

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 2

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 2

01 5460 SAFETY AND HEALTH 4

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 7

01 6000 PRODUCT REQUIREMENTS 9

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 10

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 13

DIVISION 02 - EXISTING CONDITIONS

02 7110 FOUNDATION DRAINAGE SYSTEMS 6

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 26

03 3680 CONCRETE POLISHING AND DYING 8

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 13

04 4313 ADHERED MASONRY VENEER SYSTEM 10

04 7200 CAST STONE MASONRY 6

TABLE OF CONTENTS 2

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 5

05 3000 ACOUSTICAL ROOF DECK & CEILING SYSTEM 6

05 3100 STEEL DECKING 6

05 4000 COLD-FORMED METAL FRAMING 5

05 5000 METAL FABRICATIONS 8

05 5100 METAL STAIRS & MISCELLANEOUS RAILINGS 8

05 5213 PIPE AND TUBE RAILINGS 5

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

06 4100 ARCHITECTURAL WOOD CASEWORK 6

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 2100 THERMAL INSULATION 5

07 2119 SPRAY FOAM INSULATION 7

07 2500 WEATHER BARRIERS 15

07 4113 METAL ROOF PANELS 13

07 4213 RIBBED METAL WALL PANELS 9

07 4293 METAL SOFFIT PANELS 8

07 4300 ALUMINUM-FACED COMPOSITE WALL PANELS 12

07 4800 CONTINUOUS INSULATION CHANNELS 8

07 5400 THERMOPLASTIC MEMBRANE ROOFING 14

07 6200 SHEET METAL FLASHING AND TRIM 6

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 11

07 8100 APPLIED FIRE PROTECTION 7

07 8400 FIRESTOPPING 10

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 14

08 1416 FLUSH WOOD DOORS 6

08 3100 ACCESS DOORS AND PANELS 3

08 3323 OVERHEAD COILING DOORS 6

08 4113 ALUMINUM-FRAMED ENTRANCES 8

08 4229.53 SLIDING AUTOMATIC ENTRANCES – BLAST RESISTANT 15

08 4313 ALUMINUM-FRAMED STOREFRONTS 7

08 4413 GLAZED ALUMINUM CURTAIN WALLS 10

08 5200 BLAST RESISTANT ALUMINUM WINDOW SYSTEMS 13

08 7100 DOOR HARDWARE 26

08 8000 GLAZING 7

08 8810 FIRE RATED GLASS & FRAMING 7

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

TABLE OF CONTENTS 3

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 7

09 2116 GYPSUM BOARD ASSEMBLIES 7

09 3000 TILING 9

09 5100 ACOUSTICAL CEILINGS 7

09 5133 ACOUSTICAL METAL CEILINGS 8

09 6500 RESILIENT BASE 4

09 6519 RESILIENT TILE FLOORING 9

09 6813 TILE CARPETING 6

09 7200 WALL COVERINGS 5

09 9113 EXTERIOR PAINTING 7

09 9123 INTERIOR PAINTING 12

09 9600 HIGH-PERFORMANCE COATINGS 7

DIVISION 10 - SPECIALTIES

10 1100 VISUAL DISPLAY UNITS 5

10 1400 SIGNAGE 6

10 2113 STAINLESS STEEL TOILET COMPARTMENTS 7

10 2119 DEMOUNTABLE PARTITIONS 10

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 9

10 4400 FIRE PROTECTION SPECIALTIES 4

10 5100 LOCKERS 4

10 7316 ALUMINUM CANOPY SYSTEM 5

10 8500 RECYCLING SPECIALTIES 3

DIVISION 11 – EQUIPMENT

11 3013 RESIDENTIAL APPLIANCES 3

11 5213 MOTORIZED PROJECTION SCREENS 4

VOLUME 2

DIVISION 12 - FURNISHINGS

12 2115 OPERABLE MESH SHADES 6

12 3600 COUNTERTOPS, AND WINDOW SILLS 5

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

DIVISION 14 – CONVEYING EQUIPMENT

14 2400 HYDRAULIC PASSENGER ELEVATORS 12

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION 19

DIVISION 22 - PLUMBING

22 0000 PLUMBING 26

22 1123 FACILITY NATURAL-GAS PIPING 9

22 3400 CONDENSING DOMESTIC WATER HEATERS 8

TABLE OF CONTENTS 4

DIVISION 23 – HVAC

23 0100 MECHANICAL GENERAL PROVISIONS 16

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

23 0519 METERS AND GAGES FOR HVAC 5

23 0522 SOLID STATE VARIABLE FREQUENCY SPEED CONTROLLER 5

23 0523.12 BALL VALVES FOR HVAC PIPING 4

23 0523.13 BUTTERFLY VALVES FOR HVAC PIPING 4

23 0523.14 CHECK VALVES FOR HVAC PIPING 3

23 0529 HANGARS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 9

23 0533 HEAT TRACING FOR MECHANICAL PIPING 4

23 0553 IDENTIFICATION FOR PIPING AND EQUIPMENT 4

23 0566 ANTIMICROBIAL ULTRAVIOLET LAMP SYSTEMS FOR HVAC 7

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 25

23 0713 DUCT INSULATION 14

23 0716 HVAC AND PLUMBING EQUIPMENT INSULATION 6

23 0719 MECHANICAL PIPING INSULATION 17

23 0900 INSTRUMENTATION AND CONTROL FOR HVAC 36

23 0923.11 CONTROL VALVES 9

23 0923.12 CONTROL DAMPERS 11

23 0923.16 GAS INSTRUMENTS 5

23 0923.18 LEAK DETECTION INSTRUMENTS 3

23 0923.19 MOISTURE INSTRUMENTS 7

23 0923.27 TEMPERATURE INSTRUMENTS 10

23 2113 HYDRONIC PIPING 8

23 2113.13 UNDERGROUND HYDRONIC PIPING 4

23 2116 HYDRONIC PIPING SPECIALTIES 5

23 2123 HYDRONIC PUMPS 5

23 2300 REFRIGERANT PIPING 5

23 3113 METAL DUCTS 10

23 3300 AIR DUCT ACCESSORIES 6

23 3346 FLEXIBLE DUCTS 3

23 3423 HVAC POWER VENTILATORS 6

23 3600 AIR TERMINAL UNITS 5

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 4

23 3715 FIXED LOUVERS 6

23 3723 HVAC GRAVITY VENTILATORS 5

23 4100 PARTICULATE AIR FILTRATION 3

23 4101 BI-POLAR IONIZATION AIR PURIFICATION SYSTEMS FOR HVAC 8

23 5123 GAS VENTS 3

23 5216 CONDENSING BOILERS 7

23 6423 AIR-COOLED WATER CHILLERS 12

23 7343 AIR-HANDLING UNITS 10

23 8126 SPLIT-SYSTEM AIR-CONDITIONERS 5

23 8219 FAN COIL UNITS 5

23 8239.16 PROPELLER UNIT HEATERS 4

DIVISION 26 - ELECTRICAL

26 0100 ELECTRICAL 47

26 0124 MEDIUM-VOLTAGE CABLES 6

26 0211 ELECTRICITY METERING 10

26 0271 MEDIUM VOLTAGE TRANSFORMERS 6

26 0574 OVERCURRENT PROTECTIVE ARC FLASH STUDY. 7

TABLE OF CONTENTS 5

DIVISION 27 – COMMUNICATIONS

27 0526 COMMUNICATIONS SYSTEMS 8

DIVISION 28 – ELECTRONIC SAFETY AND SECUIRTY

28 0850 FIRE ALARM ADDRESSABLE PANEL AND MASS NOTIFICATION SYSTEM 26

28 1300 SECURITY SYSTEM 8

- ADVANTOR SYSTEMS QUOTE - IDCS-ACS-CCTV 3

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 3

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 11

31 1001 SITE CLEARING 4

31 2210 EARTHWORK

- GEOTECHNICAL REPORT

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 12

32 1413 PRECAST CONCRETE UNIT PAVING 3

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 3113 CHAIN LINK FENCES AND GATES 5

32 9219 SEEDING 4

32 9223 SODDING 4

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 5

33 3112 SANITARY SEWERAGE 6

33 4112 STORM DRAINAGE 6

33 7350 SITE NATURAL-GAS DISTRIBUTION 3

DANNELLY FIELD, MONTGOMERY, AL TYPE B-3(100%)

PROJECT INFORMATION AND SUMMARY 000102 - 1

SECTION 000102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Aircraft Maintenance Unit Facility, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ169003

C. Architect's Project Number: 18153.

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: Captain Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 450 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 sitework, subgrade excavation, building foundations, structural, architectural, plumbing, mechanical, electrical and relocation of existing utilities for a new two story facility with mechanical platform and associated sitework per the contract documents. The proposed project includes the following:

1. Vertical construction will consist of work on one facility. The Aircraft Maintenance Facility will be an approximate 18,000 square foot building housing the Base's Aircraft Maintenance Unit (AMU). Within the new Aircraft Maintenance facility, special facilities include non-secure office space, tool storage space, secure storage room, conference and ready rooms, locker rooms, and a break room.

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

PROJECT INFORMATION AND SUMMARY 000102 - 2

of work will include the 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, composite floor slab, open web joists, and accoustical roof decking. The roof will have both low slope components with tapered insulation and thermoplastic roofing, sloped standing seam roofing. The exterior walls include veneer brick, cast stone, aluminm curtainwall, and metal wall panels.

4. Major building systems include a 4 pipe chilled and hot water system with associated boiler, chillers, and pumps.

5. Specialty equipment included in the project includes metal lockers and tool storage solutions.

6. Underground utility work will include all building necessary power, sanitary, storm, 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, storm, gas, water, and data.

7. Site work will comprise of on-site parking, pedestrian paving, landscape and retaining walls, sodding, and landscape planting

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. Special Access Program Facilities (SAPF)

1. The project contains SAPF areas. These facilities are designed and shall be constructed in accordance with ICD 705-1 and IC Tech Spec for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities. These manuals establish physical and automated security design and construction standards for governing the construction, protection, and security of SAPF and SAPCA. Refer to the drawings and specifications for related scope of work including, but not limited to, physical construction of perimeter walls, floors, and ceilings ; Intrusion Detection System (IDS) and Closed Circuit Television (CCTV) System. The Contractor shall fully familiarize himself with relevant requirements and provide the necessary information and instruction to all subcontractors, installers, and suppliers.

D. Intrusion Detection System (IDS) and CCTV:

PROJECT INFORMATION AND SUMMARY 000102 - 3

1. The Secure Storage room is designed to be equipped with an ICD 705 compliant Instruction Detection System and CCTV.

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 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 IDS and CCTV systems shall be included in the Contractor's bid.

E. 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 hass been registered with the USGBCI for guiding principals assesment 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.

F. 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.

G. 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).

PROJECT INFORMATION AND SUMMARY 000102 - 4

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.

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. Removal of project boundary fencing along the Northern boundary of the project limits and connection of project fencing with fencing of the adjacent base supply project would be

PROJECT INFORMATION AND SUMMARY 000102 - 5

acceptable if agreed upon by both Contractors.

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. Where indicated on the drawings work outside of the site extents may be required to connect to existing/new utilities.

1.06 UTILITY OUTAGES 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 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.

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).

PROJECT INFORMATION AND SUMMARY 000102 - 6

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 imited to the installation of all equiment 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. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDonough St..

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

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

e. Contact: Steve Green - Pat Moseley

2. Structural Engineering:

a. Blackburn Daniels O'Barr, Inc.

b. Address: 8805 County Rd. 40E

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

d. Phone/Fax: 334-265-0206 / 334-265-0207.

e. Contact: Mark O'Barr

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. HHB Engineers, P.C.

b. Address: 104 Josie Run

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

d. Phone: 334-358-2707

PROJECT INFORMATION AND SUMMARY 000102 - 7

e. Contact: Tom Hattemer, P.E.

4. Electrical Engineering:

a. Gunn & Associates, P.C.

b. Address: 3102 Hwy 14

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

d. Phone: 334-285-1273

e. Contact: Barry Gravlee, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

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.

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.

CUTTING AND PATCHING 010450 - 2

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.

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.

CUTTING AND PATCHING 010450 - 3

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.

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

CUTTING AND PATCHING 010450 - 4

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.

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

CUTTING AND PATCHING 010450 - 5

finishing is applied. Restore damaged pipe covering to its original condition.

END OF SECTION 01045

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

FIELD ENGINEERING 010500 - 2

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 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.

FIELD ENGINEERING 010500 - 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

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. Use Schedule of Values Form: 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.

1. Provide seperate 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.

D. 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.

PRICE AND PAYMENT PROCEDURES 012000 - 2

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 Form Owner'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.

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

PRICE AND PAYMENT PROCEDURES 012000 - 3

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

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 Owner'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 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 (Additive): Interior Upgrades

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

a. Metal Grid Ceilings: Provide metal grid ceiling ACT-3 in lieu of accoustical ceiling tiles ACT-1 in the following rooms:

BID OPTIONS 012300 - 2

1) 101C, 101D, 101E, 106, 105, 102, 201C, and 207.

2) If the bid option is not awarded, the base bid shall include installation of acoustical tile ceilings (ACT-1) in the listed spaces.

b. Vinyl Wall Covering: Provide vinyl wall covering in the locations indicated on the finish schedule / interior elevations.

1) If the bid option is not awared, the base bid shall include installation painted sheetrock finishes in areas scheduled to receive vinyl wall coverings as part of this option.

c. First Floor Carpet Tile: Provide carpet tile on the first floor in leiu of polished dyed concrete in the following rooms:

1) 106, 105, 104, 103, and 102.

2) If the bid option is not awared, the base bid shall include installation of polished and dyed concrete floor finishes in the listed spaces in accordance with specification section 03 3680.

d. Acoustical Roof Decking:

1) Bid options includes installation of coustical roof decking (see specification section 05 3000) in areas noted on the drawing sheet S1.3A. If the bid option is awarded, the Contractor shall also install revised roof framing as indicated on S1.3A in areas noted to receive acoustical roof decking.

2) If the bid option is not awarded, the base bid shall include installation of standard metal roof decking (see specification section 05 3100) with dry-fall paint finish in the areas noted on S1.3A to receive acoustical roof decking. If the bid option is not awarded, the Contractor shall also install revised roof framing as indicated on S1.3 in areas noted to receive acoustical roof decking.

B. Bid Option No. 2 (Additive): Operable Mesh Shades

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

a. Provide and install operable mesh shades as specified in section 12 1115 - Operable Mesh Shades at all exterior curtain wall windows.

2. If the bid option is not awarded, no window treatments will be installed.

C. Bid Option No. 3 (Additive): Sodding

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

a. Provide and install sodding as shown on drawings and specified in section 32 9223 Sodding. In addition, all areas disturbed by construction shall

BID OPTIONS 012300 - 3

receive sodding.

2. If the bid option is not awarded, the base bid shall include seeding of all disturbed site areas in accordance with specification section 32 9219.

D. Bid Option No. 4 (Additive): Pedestrian Concourse Upgrades

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

a. Upgrade paving as indicated on drawings from concrete paving to concrete pavers

b. Provide Site Furniture as indicated on drawings.

2. If the bid option is not awarded, the base bid shall consist of textured concrete paving only (no pavers or benches will be installed) as indicated on the base bid landscape drawings.

E. Bid Option No. 5 (Additive): Demountable Partitions:

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

a. Installation of demountable parititions in second floor office areas in lieu of convential metal stud/gypsum board assemblies where noted on the plans.

b. Demountable partitions shall be constructed in accordance with specification section 10 2219. Refer to drawings for location and configuration of demountable partitions.

c. If the bid option is not awarded, the Contractor shall install metal stud framing and painted gypsum wall board assemblies in lieu of demountable partitions in all locations where demountable partitions are noted as part of this option.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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.

F. Section 01 7000 - Execution and Closeout Requirements

G. Section 01 7800 - Closeout Submittals

1.02 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.

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

ADMINISTRATIVE REQUIREMENTS 013000 - 2

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 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.

ADMINISTRATIVE REQUIREMENTS 013000 - 3

4. Scheduling.

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 following each 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 work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

ADMINISTRATIVE REQUIREMENTS 013000 - 4

11. Review of modifications to project record documents documenting changes made on site since previous progress meeting.

12. Other business relating to work.

D. Architect will record minutes and distribute copies [promptly] after meeting to participants, with [<>] copies to Architect, Contracting Officer Representative(s), Contracting Officer, and Contractor. Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE - See Section 013216

A. Submit proposed project schedule as outlined in the Contract Documents.

B. General Requirements:

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Beneficial Occupancy to date of Final Completion.

2. Activities: Treat each story or separate area as a separate…