FAKZ189102 Type B3 Specifications VOLUME 1 SIGNED.pdf

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

F-35: ADAL SQUADRON OPERATIONS

BUILDING 1303

Specifications for the

Date: NOVEMBER 2022 Revised: NA Job No: FAKZ189102 / 10065.02 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

F-35 ADAL Squadron Operations Building FAKZ189102 November 2022 187th Fighter Wing, Dannelly Field, ANG Montgomery, AL Type B3 (100%) Submittal

TABLE OF CONTENTS 00 0100 - 1

SECTION 00 0100 - TABLE OF CONTENTS

VOLUME I

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 5

00 0102 PROJECT INFORMATION AND SUMMARY 13

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 2

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS 10

- SUBMITTAL REGISTER 15

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING

- TPC CHECKLIST

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 10

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 10

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

DIVISION 02 - EXISTING CONDITIONS

02 4100 02 7110

SELECTIVE DEMOLITION

FOUNDATION DRAINAGE SYSTEMS

TABLE OF CONTENTS 00 0100 - 2

DIVISION 03 – CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 28

03 3680 CONCRETE POLISHING AND DYING 8

DIVISION 04 – MASONRY

04 2000 04 4313

UNIT MASONRY

ADHERED MASONRY VENEER SYSTEM

04 7200 CAST STONE MASONRY 8

DIVISION 05 – METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 COLD FORMED METAL FRAMING 6

05 4400 COLD FORMED METAL TRUSSES 7

05 5000 METAL FABRICATIONS 8

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 8

06 4100 ARCHITECTURAL WOOD CASEWORK 7

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 1300 SHEET WATERPROOFING 6

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 7

07 2500 WEATHER BARRIERS 13

07 2650 INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION 6

07 4113 METAL ROOF PANELS 13

07 4213 RIBBED METAL WALL PANELS 10

07 4293 METAL SOFFIT PANELS 9

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 5400 THERMOPLASTIC MEMBRANE ROOFING 13

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 11

07 7600 ROOF PAVERS 6

07 9005 JOINT SEALERS 13

TABLE OF CONTENTS 00 0100 - 3

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 13

08 1416 FLUSH WOOD DOORS 6

08 3323 OVERHEAD COILING DOORS 5

08 3481 SECURITY RATED AND SOUND CONTROL DOOR

ASSEMBLIES

08 4113 ALUMINUM-FRAMED ENTRANCES 8

08 4413 GLAZED ALUMINUM CURTAIN WALLS 11

08 7100 DOOR HARDWARE 21

08 8000 GLAZING 7

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 9

09 2116 GYPSUM BOARD ASSEMBLIES 11

09 3000 TILING 10

09 5100 ACOUSTICAL CEILINGS 7

09 6500 RESILIENT BASE 5

09 6566 RESILIENT ATHLETIC FLOORING 6

09 6813 TILE CARPETING 5

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 13

DIVISION 10 - SPECIALTIES

10 1400 10 4400 10 5100

SIGNAGE

FIRE PROTECTION SPECIALTIES

CLASSIFIED STORAGE SYSTEMS

DIVISION 12 - FURNISHINGS

12 3600 NATURAL QUARTZ COUNTERTOPS & WINDOW SILLS 4

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

TABLE OF CONTENTS 00 0100 - 4

VOLUME II

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 5

00 0102 PROJECT INFORMATION AND SUMMARY 12

DIVISION 21 – FIRE SUPPRESSION SYSTEMS

21 1313 WET-PIPE SPRINKLER SYSTEMS 8

DIVISION 22 – PLUMBING

22 0000 PLUMBING 24

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

23 0100 MECHANICAL GENERAL PROVISIONS 20

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 9

23 0713 DUCT INSULATION 19

23 0719 HVAC AND PLUMBING PIPING INSULATION 20

23 0800 COMMISSIONING OF HVAC AND PLUMBING SYSTEMS 14

23 0900 INSTRUMENT AND CONTROL FOR HVAC 38

23 2300 REFRIGERANT PIPING 5

23 3113 METAL DUCTS 14

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 4

23 8123.12 COMPUTER-ROOM AIR-CONDITIONERS 8

23 8126 SPLIT-SYSTEM AIR-CONDITIONERS 7

DIVISION 26 – ELECTRICAL

26 0100 ELECTRICAL 47

26 0213 ENGINE GENERATORS 23

26 0415 TRANSFER SWITCHES 8

DIVISION 27 - COMMUNICATIONS

27 0526 GROUND AND BONDING FOR COMMUNICATIONS SYSTEMS 9

27 1100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS 6

27 1300 COMMUNICATIONS BACKBONE CABLING 14

27 1500 COMMUNICATIONS HORIZONTAL CABLING 14

DIVISION 28 – ELECTRONIC SAFETY & SECURITY

28 1300 SECURITY SYSTEM

- ADVANTOR QUOTE

TABLE OF CONTENTS 00 0100 - 5

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 12

31 1001 SITE CLEARING 5

31 2210 EARTHWORK 15

- GEOTECHNICAL REPORT 36

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 14

32 1413 PRECAST CONCRETE PAVING 4

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 3123 PLASTIC FENCES AND GATES 3

32 9223 SODDING 5

DIVISION 33 – UTILITIES

33 1117 OUTSIDE WATER SYSTEM 7

33 4112 STORM DRAINAGE 7

APPENDIX A – TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES

(ICD TECH SPEC FOR IC/ICS705

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SECTION 000102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: ADAL Squadron Operations Building 1303, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ189102

C. Architect's Project Number: 10065.02

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: Lt. Col. Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Major William Sanford

1.02 CONTRACT DURATION

A. 365 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.

B. Refer to paragraph 1.07 for phasing requirements.

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 addition to an existing facility (Building 1303) and associated sitework per the contract documents. The proposed project includes the following:

1. Vertical construction will consist of addition and renovation to one existing facility.

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a. The addition will be an approximate 3,300 square foot addition housing the Base's Squadron Operations Functions specific to the F-35. Within the new Squadron Operation addition, special facilities include secure and non-secure office space, storage space, secure storage room and and expanded performance element.

b. The renovation scope will be approximately 1,300 square feet of modifications to serve the functions specific to the F-35. Within building 1303, special facilities include reconfiguration of non-secure office, training and storage spaces. Modifications to secure spaces are limited to power, data, and security modifications. One existing non-secure area will be converted into a separate dedicated secure working area.

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 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, composite floor slab, open web joists, and conventional 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, aluminum curtainwall, and metal wall panels.

4. Major building systems include extension / addition of VRF system(s) with associated outside air units.

5. Underground utility work will be minimal, but will include all necessary storm drain infrastructure as required, and relocation of water service to the building.

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.

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)

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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. A copy of the ICD-705 Technical Specifications are included as Appendix A to these specifications for information and reference.

a. Portions of the work will required on-site personnel to be U.S. Citizens due to security requirements. Refer to part 1.07 of this specification section for additional information.

D. Intrusion Detection System (IDS) and CCTV:

1. The new secure space as well as the area within the existing facility footprint that is proposed to be converted into new secure areas area designed to be equipped with an ICD 705 compliant Instruction Detection (IDS) and Closed Circuit Television (CCTV) systems.

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.

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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, constructability, sustainability, and energy conservation.

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

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

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).

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

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

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

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

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

Use of waterflow testing performed by the Architect during design cannot be

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PROJECT INFORMATION AND SUMMARY 000102 - 5

utilized by the Contractor for preparation of project submittals.

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

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

1.04 PERMITS, FEES AND NOTICES

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

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

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

1.05 USE OF SITE AND MISC. REQUIREMENTS

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

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

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

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

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bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

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

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

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

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

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

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

1.06 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication 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 broken into five phases to facilitate continued occupancy, maintenance of the F-16 flying mission, and integration of the new F-35 flying mission while construction is ongoing.

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1. Refer to phasing drawings included within the drawing package for additional information of the project phases defined below.

B. Phase IA - F-35 Infrastructure Upgrades:

1. The first phase of construction will consist of power and telecommunications systems upgrades within rooms S13, S16, and S17 as required to support installation of F-35 ALIS systems in room S16. This phase will also include procurement and installation of new CRAC HVAC unit and reconfiguration of sprinkler piping in room S16 as indicated on the drawings.

2. The work of this phase will begin upon issuance of the Notice to Proceed from the Contracting Officer and shall be completed within 60 calendar days of the notice to proceed.

a. Installation of new CRAC unit is not required to be completed within this time frame. Contractor to coordinate with Government to schedule installation of CRAC unit and indicated ductwork modification once new CRAC unit has been procured and is ready for installation. On site work associated with new CRAC unit must be complete within 30 calendar days of commencing on site activities.

3. It is intent of the Government that the facility will remain fully occupied and the work conducted within the "vault" can remain operational. As such, the walls surrounding the existing SAPF may not be modified to allow work to continue at appropriate levels of security clearances.

4. During this phase of the work, the Contractor will be granted access to rooms S16 and S13 via the exterior opening in room S16. Opening S13 will be locked and alarmed and will become the temporary SAPF boundary.

5. Work required in rooms S13, S16, and S17 will require Government escort for 100% of the time the Contractor is working within rooms S13, S16, and S17. All on-site work in rooms S16, S17, and S23 must be accomplished by US citizens -no exceptions. This work shall be coordinated with Government operations and overall construction schedule for Phase IA. Work in room S17 shall not commence until all required materials are present on site. Provide a minimum 2 week notice to the Government before work in room S17 is to begin. Work within room S17 shall be complete within 10 calendar days of commencing.

6. Upon completion of Phase IA, the Government will install F-35 server systems in room S16 while work of other phases is ongoing. Upon completion of server installation, the Government will notify the Contractor that Phase IB (see below)

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can begin. Contractor will begin work of Phase IB within 30 days of notice of server installation completion.

C. Phase IB - F-35 Telecommunications Upgrades

1. Within 30 days of installation of F-35 server systems by the Government, the Contractor shall begin work of Phase IB. Refer to drawings for additional information. Do not begin work of Phase IB without written approval of the Contracting Officer.

2. Contractor personnel will require Government escort for 100% of the time the Contractor is working within the existing secure area. All on-site work associated with this project phase must be completed by US Citizens - no exceptions.

3. Work of Phase IB shall be complete within 7 calendar days of beginning on-site work.

D. Phase II - New Construction:

1. The work of this phase shall begin at the Contractor's discretion following issuance of the Notice to Proceed from the Contracting Officer. Beginning work of Phase II can run concurrently with work of Phase IA provided maximum allowed duration of Phase IA is met.

2. It is anticipated that all work associated with this phase of the project will be completed without Contractor equipment of personnel requiring access inside of the existing facility.

3. Contractor shall maintain all existing means of egress and provide fully protected temporary means of egress through the work area for the duration of the project.

4. It is intent of the Government that the facility will remain fully occupied and the work conducted within the "vault" can remain operational. As such, the walls surrounding the existing SAPF may not be modified to allow work to continue at appropriate levels of security clearances.

E. Phase III - Interior Power Modifications

1. The work of this phase shall begin at the Contractor's discretion following issuance of the Notice to Proceed from the Contracting Officer. Beginning work of Phase III can run concurrently with work of Phases I / II provided maximum allowed duration of Phase IA is met.

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2. Contractor shall maintain all existing means of egress through the work area for the duration of this phase of the project.

3. New homeruns shall be installed such that power interruptions to areas included within this phase of the project are limited to 24 hours per space/circuit.

4. Areas included within this phase of the project will remain occupied. Coordinate construction sequencing and scheduling with Government operations.

F. Phase IV - Intel Security Upgrades:

1. Work of Phase IV will consist of installation of new IDS panel to service rooms S05, S06, S07, S08, S09, S26, and S27.

2. Special Considerations for Phase IV:

a. Existing IDS systems in rooms S05, S06, S07, S09, and S09 shall remain in place while new IDS panel system serving these rooms is being installed.

b. Contractor shall coordinate the work so that existing devices are taken off of the existing IDS panel and reconnected to the new IDS panel within one working day. New IDS system must be 100% complete and rooms S05, S06, S07, S08, and S09 capable of being alarmed by the end of day on the date the existing devices are removed from the current IDS panel. See Phase V for requirements regarding IDS equipment in rooms S26 and S27.

c. Work required within this phase will require a Government escort for 100% of the time the Contractor is working within secure areas. All on-site work of this phase shall be completed by US Citizens - no exceptions.

G. Phase V - Interior Renovations of Existing Areas:

1. Near the completion of the project, the Contractor will be granted access to the existing facility to make required connections to the existing facility and provide the required interior modifications indicated on the drawings.

2. The Contractor shall notify the Government a minimum of 30 days in advance of work in phase V beginning. Do not begin work of Phase V without written approval of the Contracting Officer.

3. The Contracting Officer will issue a notice to proceed with the work associated with Phase V of the project. Work of Phase V shall not exceed 90 calendar days from the date of notice to proceed for Phase V.

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4. The Contractor will be granted access to work areas within Phase V as needed to complete the work. Work areas may continue to be occupied as determined by the Contractor and Government during the project.

5. It is anticipated that the work of Phase V will not commence until the work of Phase II is substantially complete and the entire project (phases I, II, III, IV, and V) can be completed within the 90 days allotted for phase V.

6. All work of this phase located within room S05 must be completed by US Citizens

- no exceptions. A Government escort will be required at all times when working within room S05.

7. Special Considerations for Phase V:

a. No penetrations in the North wall of the existing secure area can be made prior to completion, inspection, and accreditation of the new secure area (Phase II).

Coordinate with site security officer for scheduling of inspection and accreditation.

1) Following accreditation, all work within Phase II areas must be completed by US Citizens - no exceptions. A Government escort will be required at all times in areas of Phase II following accreditation of this portion of the facility.

b. Contractor will be allowed to penetrate existing North wall of room S05 for installation of new IDS systems cabling prior to completion and accreditation of Phase II.

c. The new penetration for IDS systems shall be installed, all wiring pulled, penetration sealed, and IDS devices in rooms S26 and S27 connected to IDS panel (Phase IV) and operational by the end of one working day. Coordinate with the work of Phase IV. New penetration shall not be installed until work of Phase IV is complete.

d. Connection of IDS systems in rooms S26/S27 can be installed at the Contractor's discretion during Phase II or IV. However, once installed, rooms S26 and S27 will be included within the secure area and access to rooms S26/S27 will require approval by the Government and deactivation of the IDS system. IDS equipment in room S26/S27 must be complete and operation prior to installing new opening between rooms S05 and S26 or installing any other penetration between these two rooms.

H. Refer to drawings for phasing diagrams.

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I. The entire project, including Phases I, II, III, IV, and V, shall achieve beneficial occupancy within the time frame established in part 1.02 of this application.

1.08 WORK SEQUENCE

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

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

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

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

1.09 PROJECT CONSULTANTS

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

1. Address: 1115 South Court Street.

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

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

4. Project Manager: Jake Johnson, AIA

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

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

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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

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.

Montgomery, AL Type B3 (100%) Submittal

PROJECT INFORMATION AND SUMMARY 000102 - 13

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

Montgomery, AL Type B3 (100%) Submittal

CUTTING AND PATCHING 010450 - 1

SECTION 010450 - CUTTING AND PATCHING

1. GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

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

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

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

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

1.03 SUBMITTALS

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

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

indicate why it cannot be avoided.

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

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

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

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

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CUTTING AND PATCHING 010450 - 2

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

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

1.04 QUALITY ASSURANCE

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

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

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Lintels.

6. Timber and primary wood framing.

7. Structural decking.

8. Stair systems.

9. Miscellaneous structural metals.

10. Exterior curtain wall construction.

11. Equipment supports.

12. Piping, ductwork, vessels and equipment.

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

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

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CUTTING AND PATCHING 010450 - 3

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

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Fire protection systems.

d. Communication systems.

e. Electrical wiring systems.

PART 2 PRODUCTS

2.01 MATERIALS

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

PART 3 EXECUTION

3.01 INSPECTION

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

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

3.02 PREPARATION

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

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

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

Montgomery, AL Type B3 (100%) Submittal

CUTTING AND PATCHING 010450 - 4

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

3.03 PERFORMANCE

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

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

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

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

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

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

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

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

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

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

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CUTTING AND PATCHING 010450 - 5

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

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

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

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

3.04 CLEANING

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

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

Montgomery, AL Type B3 (100%) Submittal

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

Montgomery, AL Type B3 (100%) Submittal

FIELD ENGINEERING 010500 - 2

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

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

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

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

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

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

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

3.02 PERFORMANCE

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

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

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

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

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

Montgomery, AL Type B3 (100%) Submittal

FIELD ENGINEERING 010500 - 3

corrected.

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

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

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

Montgomery, AL Type B3 (100%) Submittal

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

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

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

1.02 RELATED REQUIREMENTS

1.03 SCHEDULE OF VALUES

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

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

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

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

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

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

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

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

4. Provide separate schedule of values for each facility included within the consolidated award.

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

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PRICE AND PAYMENT PROCEDURES 012000 - 2

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

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

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

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

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

B. Use Government's Approved Form .

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

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

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

E. Include the following with the application:

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

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

3. Current construction photographs specified in Section 013000.

1.05 STORED MATERIALS:

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

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

1. Bill of lading for materials.

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PRICE AND PAYMENT PROCEDURES 012000 - 3

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

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

4. Photographs of the materials being stored.

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

1.06 MODIFICATION PROCEDURES

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

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

1.07 APPLICATION FOR FINAL PAYMENT

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

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

1. All closeout procedures specified in Section 017000.

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

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

Montgomery, AL Type B3 (100%) Submittal

BID OPTIONS 012300 - 1

SECTION 012300 - BID OPTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Bid Options .

B. Procedures for pricing Bid Options .

1.02 ACCEPTANCE OF Bid Options

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

Accepted Bid Options will be identified in the Construction Contract.

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