BRKR162322-162323 Addendum No. 1.pdf

Date: 23 June 2020

To: SMSgt. William Hall

Subject: ADDENDUM NO. 1

Project: REPAIR FIRE SUPPRESSION, FUEL CELL BUILDING 135

REPAIR FIRE SUPPRESSION, HANGAR BUILDING 138

Job #: ANG# BRKR162322 / SSL# 17069

ANG# BRKR162323 & SSL# 17070

From: David Donovan

The plans and Specifications for Repair Fire Suppression, Fuel Cell Building 135, dated 20 January 2020 are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Delete project drawings and replace them with the attached revised project drawings. Sheets modified by this addendum include the following:

- T1.0 – Title Sheet & Drawing Index

- LS1.0 – Life Safety Plan – Building 135

- FP-001 – Fire Protection Legends and Abbreviations

- FP-101 – Fire Protection Plan – Overall Demo

- FP-110 – Fire Protection Plan – Overall New Work

- FP-111 – Fire Protection Plan – Optical Detection

- FP-401 – Partial Fire Protection Plan – AFFF Equip Area

- FP-402 – Fire Protection Riser Plan

- FP-501 – Fire Protection Details

- FP-601 – Fire Suppression Schedule

- FP-701 – Fire Suppression Controls - 1

- FP-702 – Fire Suppression Controls - 2

- M-110 – Mechanical Plan – New Work

- E-001 – Legend and Notes

- E-002 – Lighting Schedule and Details

- E-101 – New Work Hangar 135 Lighting Plan

- FA-001 – Fire Alarm Legend and General Notes Building 135

- FA-004 – Fire Alarm/Mass Notification Matrix Building 135

- FA-200 – New Work Fire Alarm Mass Notification Building 135

REPAIR FIRE SUPPRESSION, FUEL CELL BUILDING 135 BRKR162322

REPAIR FIRE SUPPRESSION, HANGAR BUILDING 138 BRKR162323

ADDENDUM NO. 1 Page 2 of 3 Seay Seay & Litchfield, P.C. 23 June 2020

Item No. 2: Delete project specifications and replace them with the attached revised project specifications.

Specification Sections modified by this addendum include the following:

- Specification Cover Sheet

- Table of Contents

- 01 1000 – Summary

- 01 3000 – Administrative Requirements

- 21 1339 – Low Level High Expansion Foam Fire Extinguishing

Systems for Aircraft Hangars

Specification Sections added by this addendum include the following:

- 00 0100 – Project Consolidation, Sequencing, and Phasing

The plans and Specifications for Repair Fire Suppression, Hangar Building 138, dated 20 January 2020, are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Delete project drawings and replace them with the attached revised project drawings. Sheets modified by this addendum include the following:

- T1.0 – Title Sheet & Drawing Index

- FP-001 – Fire Protection Legends and Abbreviations.

- FP-100 – Fire Protection Site Plan

- FP-101 – Fire protection Plan – Overall Demo

- FP-102 – Fire Protection Plan – Building 136 Pump House Demo

- FP-110 – Fire Protection Plan – Overall New Work

- FP-111 – Fire Protection Plan – Pump House New Work

- FP-112 – Fire Protection Plan – Optical Detection

- FP-401 – Fire Protection Riser Plan

- FP-501 – Fire Protection Details

- FP-601 – Fire Suppression Schedule

- FP-701 – Fire Suppression Controls - 1

- FP-702 – Fire Suppression Controls - 2

- MP-110 – Mechanical Plan Building 136 – New Work

- M-111 – Mechanical Plan Fire Protection Equipment Room

- E-001 – Electrical Legend and General Notes

- FA-001 – Fire Alarm Legend and General Notes Building 138

- FA-004 – Fire Alarm/Mass Notification Matrix Building 138

- FA-200 – New Work Fire Alarm Mass Notification Building 138

Item No. 2: Delete project specifications and replace them with the attached revised project specifications.

REPAIR FIRE SUPPRESSION, FUEL CELL BUILDING 135 BRKR162322

REPAIR FIRE SUPPRESSION, HANGAR BUILDING 138 BRKR162323

ADDENDUM NO. 1 Page 3 of 3 Seay Seay & Litchfield, P.C. 23 June 2020

Specification Sections modified by this addendum include the following:

- Specification Cover Sheet

- Table of Contents

- 01 1000 – Summary

- 01 3000 – Administrative Requirements

- 21 1339 – Low Level High Expansion Foam Fire Extinguishing

Systems for Aircraft Hangars

Specification Sections added by this addendum include the following:

- 00 0100 – Project Consolidation, Sequencing, and Phasing

End of Addendum #1

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

Specifications for

Repair Fire Suppression, Hangar Building 138 at

Birmingham IAP (ANG)

Birmingham, Alabama

Type B-3 REVISED

100% Submittal

Date: 20 January 2020

Revised: 20 March 2020

Job No: 17070/BRKR162323

Set No:

Repair Fire Suppression, Hangar Building 138 17070/BRKR162323 117th Air Refueling Wing - Birmingham, AL Type B-3 (100%) Submittal Revised: 20 March 2020 20 January 2020

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 0100 PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 5

00 0102 PROJECT INFORMATION 2

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY 5

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS 7

- AF FORM 66 SUBMITTAL REGISTER 10

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 6

01 4100 REGULATORY REQUIREMENTS 2

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 5

01 6000 PRODUCT REQUIREMENTS 5

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 13

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 6

01 7800 CLOSEOUT SUBMITTALS 6

DIVISION 02 - EXISTING CONDITIONS

02 4100 SELECTIVE DEMOLITION 4

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 22

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 11

DIVISION 05 - METALS

05 3100 STEEL DECKING 4

05 4400 COLD-FORMED STEEL TRUSSES 5

05 5000 METAL FABRICATIONS 6

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 6

TABLE OF CONTENTS 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 1113 BITUMINOUS DAMPPROOFING 3

07 1300 SHEET WATERPROOFING 6

07 2100 THERMAL INSULATION 3

07 4100 METAL WALL PANELS 7

07 4213 METAL SOFFIT PANELS 4

07 6100 METAL ROOF PANELS 12

07 6130 SELF-ADHERED ROOFING UNDERLAYMENT 3

07 6200 SHEET METAL FLASHING AND TRIM 4

07 6500 WALL FLASHING 6

07 712 3 MANUFACTURED GUTTERS AND DOWNSPOUTS 4

07 8401 FIRESTOPPING 13

07 9005 JOINT SEALERS 7

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 7

08 7100 DOOR HARDWARE 10

DIVISION 09 - FINISHES

09 2116 GYPSUM BOARD ASSEMBLIES 7

09 5100 SUSPENDED ACOUSTICAL CEILINGS 5

09 9000 PAINTS AND COATINGS 11

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE 3

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION 15

21 1339 LOW LEVEL HIGH EXPANSION FOAM FIRE EXTINGUISHING

SYSTEMS FOR AIRCRAFT HANGARS

- PRELIMINARY & FINAL HANGAR FIRE

SUPPRESSION/DETECTION ACCEPTANCE TESTING

21 300 FIRE PUMPS 20

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 8100 UNITARY AIR CONDITIONING EQUIPMENT 8

DIVISION 26 - ELECTRICAL

26 1219 THREE PHASE PAD MOUNTED TRANSFORMERS 20

26 2000 INTERIOR DISTRIBUTION SYSTEM 25

26 2713 ELECTRIC METERS 9

26 5100 INTERIOR LIGHTING 16

TABLE OF CONTENTS 3

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 3176 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM 40

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 3

31 0020 EROSION CONTROL 3

31 1001 SITE CLEARING 4

31 2210 EARTHWORK 12

- GEOTECHNICAL REPORT 20

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 11

32 1720 PAVEMENT JOINT SEALANTS 4

32 9219 SEEDING 4

32 9223 SODDING 4

DIVISION 33 - UTILITIES

33 1117 OUTSIDE WATER SYSTEM 6

33 4112 STORM DRAINAGE 6

33 4613 FOUNDATION DRAINAGE SYSTEMS 5

33 7102 UNDERGROUND ELECTRICAL DISTRIBUTION 20

33 8200 TELECOMMUNICATIONS OUTSIDE PLANT (OSP) 15

PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 01 0100 - 1

SECTION 00 0100 – PROJECT CONSOLIDATION, SEQUENCING, AND PHASING

PART 1 GENERAL

1.01 SECTION INCLUDES:

A. Project Consolidation and Government Intent B. Overall Contract Duration and Sequencing C. Sequencing Requirements, Contractor’s Responsibility, & Minimum Government

Expectations D. Maintaining Existing Systems in Operation E. Construction Schedule & Issuance of Notice to Proceed

1.02 PROJECT CONSOLIDATION AND GOVERNMENT INTENT

A. It is the intent of the Government to award construction of BRKR162322, Repair Fire Suppression Fuel Cell, Building 135 and BRKR162323, Repair Fire Suppression, Hangar, Building 138 within one firm fixed price contract in accordance with the solicitation requirements provided by the Government to prospective Contractors.

1.03 OVERALL CONTRACT DURATION AND SEQUENCING

A. The consolidated award of BRKR162322 and BRKR162323 shall be substantially complete within 585 calendar days from the date established by the Contracting Officer in the Notice to Proceed.

B. The work will be completed across multiple phases - refer to Specification Section 01 1000 – Summary for BRKR162322 and BRKR162323 for specific phasing requirements and durations applicable for each facility included within the consolidated award for construction. However, the overall work of each facility shall be completed as follows:

C. The work of BRKR162323, Repair Fire Suppression, Hangar, Building 138 shall be substantially complete within 270 days from the date established by the Contracting Officer in the Notice to proceed for the consolidated project.

1. Upon completion and acceptance of the work of Building 138, the Contracting Officer will issue a notice to proceed with the work at Building 135. Work may not begin at Building 138 prior written notification from the Contracting Officer.

PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 01 0100 - 2

2. Provide Contracting Officer with a minimum 21 day notice prior to anticipated start date for the work of Building 135 to allow for coordination of maintenance activities and schedules.

D. The work of BRKR162322, Repair Fire Suppression, Fuel Cell, Building 135 shall be substantially complete within 585 days overall from the date established by the Contracting Officer in the Notice to proceed for the consolidated project.

E. The work of BRKR162323 must be completed first in order to allow for continued operations within Building 135. The existing fire pump serving Building 135 and Building 138 (located within the existing fire protection room of Building 135) shall also remain in operation for the duration of the construction activities associated with BRKR162323, Repair Fire Suppression, Hangar, Building 138.

1.04 SEQUENCING REQUIREMENTS, CONTRACTOR’S RESPONSIBILITY, &

MINIMUM GOVERNMENT EXPECTATIONS

A. Project sequencing, scheduling, and construction means and methods are the sole responsibility of the awarded general contractor.

B. However, the Government requires both projects (BRKR162322 and BRKR162323) to be phased in order to allow for continuity of ongoing maintenance activities associated with the KC-135 flying mission operating out of Buildings 135 and 138. As such, the Contactor shall sequence and phase the work to meet the following minimum expectations:

1. The Government’s access to, and ability to operate KC135 maintenance activities from, a minimum of one hangar bay must be maintained at all times throughout the duration of the work associated with both BRKR162322 and BRKR162323.

2. The Government will require a fire watch be posted at all times when an airplane is present within a facility that is not fully protected by automatic sprinkler systems and automatic detection/releasing system. The fire watch will be provided by the Government at no cost to the Contractor. However, the Contractor will coordinate the work to minimize, to the greatest extent possible, the amount of time that the Government is required to post a fire watch.

3. Unobstructed access to the hangar bays for the maximum amount of time possible during the duration of the work is the primary requirement to allow for ongoing maintenance activities. As such, the Contractor will:

i. Sequence demolition of existing work scheduled to be removed and installation of new work to be concurrent activities within each hangar bay.

ii. Begin work within each hangar bay only after 21-day prior notification to the Government and after a written notice to proceed has been issued by the Contracting Officer.

PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 01 0100 - 3

iii. Complete work within each hangar bay within the timeframes specified for each facility – refer to specification section 01 1000 for each project for required maximum durations.

iv. Begin work within each hangar bay after procurement and delivery to the job site of all materials required to complete the work required by the project scope within each hangar bay.

4. Ancillary Spaces (administrative and support shops):

i. Access to and ongoing use of ancillary spaces is also of importance to allow for ongoing maintenance operations; however, it is secondary to access to the Hangar Bays.

ii. As such the Contractor shall phase the work in a manner that ensures only one ancillary space is un-occupiable by the Government at any given time.

iii. It is anticipated that each area will be un-occupiable due to construction activities at two different times during the work within each facility to allow for existing systems to remain in place until new systems are placed into operation.

iv. More than two interruptions to a single space will not be permitted.

v. Refer to section 01 1000 – Summary for specific construction duration limits for each project scope.

1.05 MAINTAINING EXISTING SYSTEMS IN OPERATION

A. The Contractor shall, to the greatest extent possible, maintain existing fire suppression and life safety systems in operation until new systems are installed and operational. As such, the Contractor shall:

1. Begin construction activities with the work of BRKR162323, Repair Fire Suppression, Hangar, Building 138 in order to install new fire pumps that will ultimately provide fire protection water service to both facilities. During construction of BRKR162323, the existing fire pump serving both buildings 135 and 138 (located within the fire protection room of building 135) will remain in place and operational.

i. The Contractor will coordinate with Base Civil Engineer to schedule shutdown of building 135 water supply only as required to reconfigure the existing piping systems around existing backflow preventor in building 137 as noted on the drawings for BRKR162323. All preparatory work required to limit water supply interruption shall be accomplished by the Contractor prior to initiating the water supply interruption. Interruption shall be limited to 72 hours and be coordinated with a non-UTA weekend.

Coordinate with Base Civil Engineer and Base Fire Chief to post a fire watch (to be provided by the Government) if required during the

PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 01 0100 - 4

interruption. Provide a minimum 14 day prior notice to the Government in order to coordinate interruption with Owner's activities.

2. Keep, protect, and maintain in operation all existing life safety systems within ancillary shop and administrative spaces until new systems have been installed, tested, and are ready to be placed in operation.

i. This requirement does not apply to the hangar bays. It is the Government’s preference to limit the timeframe in which construction activities will prevent access to the Hangar bay in lieu of minimizing duration that fire protection and life safety systems are non-operational.

1. However, immediately upon commencing work within the hangar bay, the Contractor will install one manual pull station within the hangar bay and temporarily connect this manual pull station to either the existing fire alarm system or new fire alarm system (whichever is currently in operation and intended to remain in operation for the remainder of the work). The intent is to have a location available to the fire watch in which to notify building occupants of an emergency event within the hangar that requires evacuation of adjacent administrative and shop spaces. This manual pull station may be temporary and removed upon completion or new and be incorporated into the completed work.

However, the location of the pull station will be as directed by the base fire marshal on site.

ii. In ancillary spaces is anticipated that Contractor will install new systems one space at a time until the system is complete, operational, and certified.

Following certification of the new system the existing systems will be removed from service and existing systems and components demolished one space at a time.

1.06 CONSTRUCTION SCHEDULE & ISSUANCE OF NOTICE TO PROCEED

A. The Contractor will submit a detailed project schedule and phasing plan of the entire consolidated project for review and approval by the Government prior to any on-site work commencing.

B. Upon approval of the schedule and phasing plan the Government will issue a Notice to Proceed with on-site activities.

C. Notice to proceed date will be negotiated based upon the Contractor’s proposed schedule and ongoing aircraft maintenance requirements/schedules.

D. Contractor’s proposed schedule shall incorporate all phasing durations listed in this specification section as well as Section 01 1000 – Summary for both BRKR162322 and BRKR162323. Adjustments to the prescribed phasing durations for each project will be

PROJECT CONSOLIDATION, SEQUENCING, AND PHASING 01 0100 - 5

considered by the Government upon request and when submitted within the comprehensive project schedule

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

20 January 2020

PROJECT INFORMATION 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Fire Suppression System, Hangar Building 138, located at 117th

ARW, Birmingham IAP, Birmingham, AL.

B. Project Number: Architect's Project #17070, Governement Project # BRKR 162323.

C. The Owner, hereinafter referred to as Owner: Alabama Air National Guard, 117th Air

Refueling Wing

1.02 PROJECT DESCRIPTION

A. Project scope includes renovations and upgrades to the existing hangar, building 138, at the 117th Air Refueling Wing as required to provide compliance with new United Facilities Criteria Requirements. The proposed project includes the following:

1. Removal and replacement of the existing AFF fire Suppression system with a new

High Expansion Foam (HEF) system in building 138.

2. Additions to the existing pump house (Building 137) to accomodate new fire pumps serving buildings 135 and 138. Reconfiguration of existing backflow preventer in building 137 will also be included in the scope of the modifications in building 137.

3. Minor reconfiguration of walls and doors in building 138 to provide a dedicated fire protection equipment room and additional hangar bay egress exits.

4. Modifications to existing walls and ceiling systems to ensure continuity and integrity of required fire rated separations and provide new draft curtains.

5. Included in the scope of the project are modifications and additions to existing building 137 that houses backflow preventers servicing buildings 135 and 138.

Proposal alterations to building 137 include:

a. New standing seam metal roofing system and new metal roof truss structure.

b. New exterior load bearing CMU supporting walls.

c. New concrete slab and foundation systems.

d. Reconfiguration of existing backflow preventers and installation of new fire pumps serving buildings 135 and 138.

e. Modifications to electrical systems as required to support new fire protection systems.

f. Installation of new underground water delivery systems and repair of existing site components as required to support new water delivery systems.

PROJECT INFORMATION 00 0102 - 2

1.03 PROJECT CONSULTANTS

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

1. Address: 1115 South Court Street.

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

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

4. Project Manager: David Donovan, AIA, LEED AP

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

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDoough St..

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

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

e. Contact: Steve Green

2. Structural Engineering:

a. Blackburn Daniels O'Barr, Inc

b. Address: 8805 County Road 40E

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

d. Phone/Fax: (334) 265-0206

e. Contact: Jack Daniels, PE

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. Peterson Engineering, Inc.

b. Address: 75 South F Street

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

d. Phone: 850-434-0513

e. Contact: Steve Johnson, PE

4. Electrical Engineering:

a. Bagwell Engineering, Inc.

b. Address: 216 E. Government Street

c. City, State, Zip: Pensacola, FL 32505

d. Phone: 850-462-8040

e. Contact: Dave Bagwell, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

1.01 PROJECT

A. Project Name: Repair Fire Suppression, Hangar Building 138.

B. Owner Name: Alabama Air National Guard.

1.02 CONTRACT DURATION:

A. Refer to section 01 0100 – Project Consolidation, Sequencing, and Phasing.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is indicated on drawings and specified in Section 02 4100.

1.04 OWNER OCCUPANCY

A. Owner intends to continue to occupy portions of the existing building during the entire construction period.

B. Owner intends to occupy the Project upon Substantial Completion.

C. The Owner will continue to occupy all adjacent facilities for the duration of the construction period.

D. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

E. Schedule the Work to accommodate Owner occupancy.

F. Coordinate new water service and modifications to building 137 to prevent disruption of fire suppression service to building 135.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

B. Arrange use of site and premises to allow:

1. Owner occupancy & ongoing operations at adjacent facilities..

C. Provide access to and from site as required by law and by Owner:

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

SUMMARY 01 1000 - 2

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

3. Coordinate site lay down and storage areas with owner's operations.

D. Utility Outages and Shutdown:

1. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with Owner.

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

3. All electrical shut downs shall be performed on a non-working day for the Owner

(Saturday, Sunday, Monday, or holidays) unless specifically approved by the Base Civil Engineer.

4. All water service shut downs shall be performed on a non-working day for the Owner (Saturday, Sunday, Monday, or holidays) unless specifically approved by the Base Civil Engineer and Base Fire Department

E. 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 the Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Owner, with all items clearly identified as being specifically assigned to this project. Existing building spaces may not be used for storage.

F. 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.

1.06 PHASING OF THE WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to allowed for continued operation of the existing facility by the Owner to the greatest extent possible. Refer to Specification Section 01 0100 – Project Consolidation, Sequencing, and Phasing for additional information.

B. Existing water supply serving building 135 should remain operational for the duration of this project until after connection of new fire water service from the new Building 137 pumphouse as indicated on the drawings. Refer to section 01 0100 for additional requirements.

C. Contractor shall prepare a detailed Construction, Demolition, and Phasing Plan and submit it for review by the Owner prior to commencing construction activities. The Construction Demolition, and Phasing Plan shall include the following work limitations/logic:

1. Stage 1: Construction of the new building envelope for building 137.

a. Work of this stage must be complete prior to completion of Stage 3 to prevent delays to completion of Stage 4 within the time limitation established for Stage 4.

2. Stage 2: Installation of New Systems in the Ancillary Shop and Administrative spaces (all areas outside of the hangar bay)

SUMMARY 01 1000 - 3

a. At the Contractor's request, a notice to proceed for this stage will be issued by the Contracting Officer. Notice to proceed date will be negotiated and coordinated between the user's activities and Contractor's schedule.

1. Contractor to provide minimum 28 day prior notice to Contracting Officer for coordination of Notice to Proceed date with Owner's activities.

2. Work of this stage cannot begin prior to approval of all necessary submittals, shop drawings, etc… and all required materials have been procured and delivered to the site in the amount needed to execute the work in a timely manner within the limited storage/lay down areas available to the Contractor. It is anticipated that with submittal process will be executed concurrently with Stage 1 described above.

b. Work in this stage shall be sequenced so that only one shop or office space is unoccupiable by the Owner at any given time.

c. All new systems in ancillary shop and administrative spaces shall be complete (but not placed into operation) within 60 calendar days of the notice to proceed for this stage of the project.

3. Stage 3: Hangar Bay

a. Upon completion of ancillary shop and administrative spaces, access to the hangar bay will be granted to the Contractor. Contracting Officer will coordinate with the building users and issue a notice to proceed with work in the hangar bay. Contractor shall provide 21 day prior notice to Contracting Officer for coordination of Notice to Proceed date with Owner's Activities.

b. All existing systems will be demolished and new systems shall be installed (but not placed into operation) within 120 calendar days from the notice to proceed for this stage of the project.

4. Stage 4: Tie In and Start Up

a. Upon completion of Stage 3, the Contracting Officer will issue a notice to proceed with connection of new water service and conversion from old systems to new systems. The Contractor shall connect Building 138 piping to the new fire water service from Building 137 and transfer all fire alarm, detection, releasing, and fire protection systems from the existing systems to the new systems during this stage of the work.

b. At the end of this stage all new systems shall be 100% complete, be placed into operation, and be ready for performance testing.

c. This stage shall be complete within 30 days of the notice to proceed.

5. Stage 5: Demolition and Finish Repair

a. Upon testing and acceptance of the new systems, the Contractor will be authorized to demolish existing systems and make repairs to existing finishes as required within ancillary shop and administration areas.

b. Work in ancillary shop and administration spaces shall be staged so that only one shop or office space is unoccupiable by the Owner at any given time.

d. Work included in Stage 5 shall be completed within 30 calendar days of acceptance of the new systems.

SUMMARY 01 1000 - 4

6. General Staging Requirements and Assumptions:

a. All existing fire alarm, detection, releasing, and fire suppression systems within building 138 shall remain in place and operational until new systems are installed and ready to be placed into operation.

b. Work Sequence and Construction Means and Methods are the sole responsibility of the Contractor. Work staging requirements above are intended to be notional and provide overview of owner's expectations which include the following:

1) Limit interruption and lack of use of ancillary shop and administrative spaces to one space at a time to allow continued operations.

2) Limit interruption of the Owner's use of the Hangar Bay to as minimal amount of time as possible given the required scope of work. In no case shall the Hangar Bay be out of operation for more than 150 days ( Stages 3 & 4)

3) A fire watch may be required if the facility is occupied and fire protection systems are non-operational - coordinate with Base Civil Engineer and Base Fire Chief. The Government will post the fire watch when required.

Contractor shall limit the Government's obligation to post a fire watch to a maximum of 33 calendar days (Stage 4 and the 72 hour building 135 water interruption described above).

D. Contractor shall coordinate with Base personnel for moving of existing equipment to remain and all required security protocols required during the construction duration.

1.07 SUSTAINABILITY REQUIREMENTS

A. The project has not been registered with the USGBC and is not intended to be registered nor is it intended to achieve any level of LEED certification. However, in accordance with Air National Guard Engineering Technical Letter (ANGETL) 15-01- 01, the project is intended to be "LEED Meritable" and incorporate sustainable design practices and criteria to the maximum extent possible.

B. In keeping with ANGETL 15-01-01 Contractor shall give preference to sustainable products and materials with higher levels of sustainability including but not limited to materials extracted and manufactured within 500 miles of the project site, materials manufactured using higher levels of recycled content, materials meeting VOC limitations, etc...

C. Where applicable, minimum thresholds for sustainability criteria are established within the technical specifications. Where not specifically indicated, the Contractor shall give preference to and provide materials that contribute the most to the project's sustainability goal.

D. Contractor shall provide "LEED Submittals" for all products, materials, and systems indicating a product or material's sustainable attributes for review and approval by the Government. However, input of LEED documentation into the USGBC's LEED

SUMMARY 01 1000 - 5

Online system will not be required. Similarly, LEED credit templates documenting the project's LEED performance will not be required.

1.08 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 bid.

1. City of Birmingham 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.

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

1.01 SECTION INCLUDES

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

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

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

1.02 SCHEDULE OF VALUES

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

B. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

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

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

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

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

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

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

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the General Conditions of the Contract for

Construction. Additional requirements/explanations are listed below.

B. Use Owner's Approved Form.

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

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

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

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

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

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

6. Stored Materials

7. Authorized Change Orders.

8. Total Completed and Stored to Date of Application.

9. Percentage of Completion.

10. Balance to Finish.

11. Retainage.

F. Execute certification by signature of authorized officer.

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

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

H. Include the following with the application:

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

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

3000.

3. Current construction photographs specified in Section 01 3000.

4. Affidavits attesting to off-site stored products.

5. Certificates of insurance for insured wharehouses where any off-site stored products are being held as well as invoices and photographs of materials being stored off-site.

1.04 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.

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

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

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

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

3. Enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

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

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

Construction.

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

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

1. All closeout procedures specified in Section 01 7000.

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

Construction. .

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

1.01 SECTION INCLUDES

A. General administrative requirements.

1. Construction Superintendent

2. Project Manager

3. Quality Assurance Manager

4. Secondary Construction Superintendent

B. Electronic document submittal service.

C. Preconstruction meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Contractor's daily reports.

G. Progress photographs.

H. Coordination drawings.

I. Number of copies of submittals.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary:

B. Section 01 7000 - Execution and Closeout Requirements

C. Section 01 7800 - Closeout Submittals

1.03 CONTRACTOR'S PROJECT ADMINISTRATIVE REQUIREMENTS

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

B. Make the following types of submittals to Base Civil Engineer 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.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

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

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

E. Quality Assurance Manager. The Contractor shall identify a representative of the Contractor who will act as the Quality Assurance manager. The Quality Assurance Manager can be a seperate employee of the General Contractor or the Project Manager may also serve as the quality assurance manager. Quality Assurance Manager must visit the project site a minimum of once weekly and will be responsible for quality control management. A quality assurance report shall be furnisehd to the Government following each of the Quality Assurance Manager's visit to the job site which identifies any quality issues observed, action items required to correct quality issues, deadlines for correction of quality issues, and inspection requirements for quality issue prior to concealment of the work. Quality Assurance Manager must also attend all project progress meetings between the Government, Architect, and Contractor.

F. 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, Quality Assurance 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.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

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

1. Besides submittals for review, information, and closeout, this procedure applies to

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

2. Contractor and Architect are required to use this service.

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

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

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

6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed. Upon review and response to submittals, the Contractor shall furnish the Owner with one paper copy of the reviewed submittal (complete with all review comments and markups by Owner and Architect) to the Owner for project records.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Cost: The cost of the service will be paid by the Architect.

C. Submittal Service: The selected service is:

1. Newforma Project Cloud: www.newformaprojectcloud.com/#sle.

3.02 PRECONSTRUCTION MEETING

A. Project Coordinator will schedule a meeting after Notice of Award.

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

C. Attendance Required:

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

1. Owner.

2. Architect.

3. Contractor.

a. Contractor shall be represented, in person, at the preconstruction meeting by the proposed project superintendent and the proposed project manager.

Project manager shall be an employee of the General Contractor. 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 the preconstruction meeting.

4. All major sub contractors and suppliers.

5. Contracting Officer.

D. Agenda:

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

2. Submission of initial Submittal schedule.

3. Designation of personnel representing the parties to Contract and Architect.

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

5. Scheduling.

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

E. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Owner, Contracting Officer, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

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

B. Project Coordinator will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, Contractor's Project Manager, Owner, Architect, and major Subcontractors/Suppliers when necessary/requested by the Owner/Architect/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

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

scope, cost, and time shall also be in attendance, in person, at a minimum of one progress meeting each month.

D. 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. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

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

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

13. Other business relating to work.

E. Architect will record minutes and distribute copies promptly after meeting to participants, with copies to Architect, Owner, Contracting Officer, and Contractor.

Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

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 Substantial Completion to date of Final Completion.

2. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

a. Activity Duration: Define activities so no activity is longer than twenty days, unless specifically allowed by Architect.

b. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than seven days for startup and testing.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 6

e. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

3. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work by Owner: Include a separate activity for each portion of the Work performed by Owner.

c. Products Ordered in Advance: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

d. Owner-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

e. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Partial occupancy before Substantial Completion.

5) Use of premises restrictions.

6) Provisions for future construction.

7) Seasonal variations.

8) Environmental control.

4. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, review inspections by review agencies, Substantial Completion, and Final Completion.

5. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

a. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures.

6. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule:

1. Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within thirty days of date established fromthe Notice to Proceed . Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

2. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 7

a. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten percent increments within time bar.

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

E. Distribution: Distribute copies of approved schedule to ArchitectOwner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a…