BRKR162323 Type B3 Specs Signed.pdf

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Specifications for

Repair Fire Suppression, Hangar Building 138 at

Birmingham IAP (ANG)

Birmingham, Alabama

Type B-3

100% Submittal

Date: 20 January 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 20 January 2020

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

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

20 January 2020

PROJECT INFORMATION 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION

PART 1 GENERAL

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.

20 January 2020

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)

END OF SECTION

20 January 2020

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 GENERAL

1.01 PROJECT

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

B. Owner Name: Alabama Air National Guard.

1.02 CONTRACT DURATION:

A. Project shall be substantially complete within 365 calendar days from the notice to proceed.

B. Refer to Part 1.06 of this specification section for phasing requirements. All phases of the work listed in part 1.06 shall be complete within the overall project duration listed above.

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:

20 January 2020

SUMMARY 01 1000 - 2

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.

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 stroage is required, then the Contractor shall secure and be responsbile to pay for such off site sotrage in a fully bonded and insured facility acceptable to the Owner, with all items clearly identified as being specifically assigned to this project. Existin 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.

B. Existing water supply serving building 135 should remain operational for the entire duration of this project. Contractor to coordinate with Base Civil Engineer to schedule shutdown of buildng 135 water supply only as required to reconfigure the existing piping sytems around existing backflow preventor in building 137 as noted on the drawings. All prepatory 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 interruption. Provide a minimum 14 day prior notice to the Government in order to coordinate interruption with Owner's activities.

20 January 2020

SUMMARY 01 1000 - 3

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 Demoltion, and Phasing Plan shall include the following work limitations/logic:

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

a. At the Contractor's request, a notice to proceed for this phase 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.

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

b. Work in this phase shall be staged 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 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 14 day prior notice to Contracting Officer for coordination of Notice to Proceed date with Owner's Activities.

b. All 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.

c. All existing systems in the hangar bay will remain in place and operational for the duration of this stage of the work.

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 phase of the work.

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

c. This phase 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.

20 January 2020

SUMMARY 01 1000 - 4

b. Work of this phase will commence in the hangar bay (Stage 5A). Upon completion of the hangar bay work, demolition and finish repair in ancillary shop and admistration spaces can commence (Stage 5 B).

c. 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 60 calendar days of acceptance of the new systems. Work included in stage 5A shall be complete within 30 days of acceptance. Work included in stage 5B shall be complete within an additional 30 days following the completion of Stage 5A.

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 180 days ( Stages 3, 4, and 5A)

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 manufacturered within 500 miles of the project site, materials

20 January 2020

SUMMARY 01 1000 - 5

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 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 adnn governmental fees, licenses, and inspections necessary fro proper execution and completion of the Work which are customarily secured after award of the Construction Contract and wich 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.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

20 January 2020

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

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

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

1.02 SCHEDULE OF VALUES

A. Use Schedule of Values Form: 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.

20 January 2020

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.

20 January 2020

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. .

PART 2 PRODUCTS - NOT USED

20 January 2020

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

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.

8. Progress schedules.

20 January 2020

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

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.

20 January 2020

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

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

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.

20 January 2020

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

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

C. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

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.

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.

20 January 2020

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

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.

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.

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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.

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.

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

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

3.05 DAILY CONSTRUCTION REPORTS

A. Include only factual information. Do not include personal remarks or opinions regarding operations and/or personnel.

B. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. Approximate count of personnel at Project site.

5. Safety, environmental, or industrial relations incidents.

6. Meetings and significant decisions.

7. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

8. Testing and/or inspections performed.

9. Signature of Contractor's authorized representative.

3.06 PRE-CONSTRUCTION PHOTOGRAPHS

A. Before starting construction, take one hundred color photographs and digital video recording of Project site and affected right-of-ways and surrounding properties and interior existing photos of affected areas from different vantage points, as directed by Architect. Show existing conditions adjacent to property.

3.07 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

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C. Provide photographs of construction throughout progress of Work produced by an experienced photographer, who can also be an employee of the contractor, acceptable to Architect.Architect.

D. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.

2. Excavations in progress.

3. Foundations in progress and upon completion.

4. Structural framing in progress and upon completion.

5. Enclosure of building, upon completion.

6. Final completion, minimum of ten (10) photos.

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1600 by 1200 ("2 megapixel"), in JPG format; provide files unaltered by photo editing software.

1. Delivery Medium: Via Newforma.

2. File Naming: Include project identification, date and time of view, and view identification.

3.08 SUBMITTALS

A. See section 01 3001 - Submittals.

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SECTION 01 3001 - SUBMITTALS

PART I - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Preparing and processing of submittals for review and action.

2. Preparing and processing of informational submittals.

B. Submit the following for the Contracting Officer's review and action:

1. Shop drawings.

2. Structural design information required by the contract documents.

3. Product data.

4. Samples.

5. Submittals indicated as "for approval."

6. Submittals for which procedures are not defined elsewhere.

7. Submittal register.

C. Submit the following as informational submittals:

1. Certificates.

2. Coordination drawings.

3. Reports.

4. Qualification statements for manufacturers/installers.

5. Submittals indicated as "for information only."

D. Specific submittals required are described in individual sections.

E. Related Sections: The following are specified elsewhere in Division 1:

1. Product submittals:

a. Product option submittals.

b. Requests for substitution.

c. Operating and maintenance data.

d. Warranties.

e. Maintenance materials and tools.

2. Contract closeout submittals:

a. Equipment and systems demonstration reports.

b. Request for determination of substantial completion.

c. Certificate of occupancy.

d. Project record documents.

e. Bonds.

1.02 DEFINITIONS

A. Shop Drawings: See General Conditions.

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1. Shop drawings also include:

a. Product data specifically prepared for this project.

b. Shop or plant inspection and test reports, when made on specific materials, products, or systems to be used in the work.

B. Product Data: See General Conditions.

1. Product data submittals also include:

a. Performance curves, when issued by the manufacturer for all products of that type.

b. Selection data showing standard colors.

c. Wiring diagrams, when standard for all products of that type.

C. Samples: See General Conditions.

D. Informational Submittals: Submittals identified in the contract documents as to be submitted for information only.

1.03 FORM OF SUBMITTALS

A. Use AF Form 3000 as the only acceptable form of approval and transmittal.

1. Transmit submittal data (including AF Form 3000) electronically. The Architect will provide and maintain an online website electrical submittal database for access by Owner, Contractor Architect and Contracting Officer.

2. Paper format submittals will not be accepted except where specifically approved by Architect prior to submission.

3. Use of Architect's "Newforma" Website Application:

a. General Contractor shall use Architect’s website software Newforma with access provided by the Architect to conduct all submittal reviews in electronic format.

b. All recordkeeping, date stamping, access controls, shall be accomplished and managed by the contractor with access given to the entire project team.

c. The software is capable of the following:

1) Markups & notations- marked electronically,

2) Sending submittals - Instant transfer, no maximum size

3) Logging & tracking,

4) Automatic reminders of outstanding items,

5) Central list of all required submittals for project team to work from,

6) Access for all team members to monitor submittal status & progress,

7) Clear version history with record of changes at each step.

d. Contractor shall be responsible for any scanning required to upload PDFs.

1) All submittals must bear the stamp of the General Contractor indicating that the General Contractor's personnel have reviewed the submittal for compliance with project requirements prior to uploading the submittal to "Newforma."

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e. Orientation to the software is available on Newforma.com or Newformant.com.

4. In addition, all RFIs, proposals, pay requests, action items, and electronic document management will be handled thru the Newforma Info Exchange site.

5. Upon approval of all submittals, the Contractor shall furnish the Owner on hard copy of the reviewed submittal complete with all review comments, markups, and a completed AF Form 3000 for project record.

B. Physical samples: 3 sets of each.

1. 1 set will be returned.

2. Physical samples shall be sent via mail, overnight delivery, or courier at the

Contractor's discretion but be logged into "Newforma" by the Contractor for tracking and reference.

3. If additional sets are needed by other entities involved in work represented by the samples, submit with original submittal.

4. Copies in excess of the number requested will not be returned.

C. Submittals for Operation & Maintenance:

1. Provide all submittal data for operation & maintenance in electronic format.

2. In addition to the electronic format, provide two copies of original warranty documentation for all specified warranties.

a. Warranty documentation to be 3-hole punched and bound together in a 3 ring binder.

b. Warranty documentation should be tabbed and organized by specification section.

1.04 COORDINATION OF SUBMITTALS

A. Coordinate submittals and activities that must be performed in sequence, so that the

Contracting Officer and Base Civil Engineer have enough information to properly review the submittals.

B. Coordinate submittals of different types for the same product or system so that the Contracting Officer and Base Civil Engineer have enough information to properly review each submittal.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 TIMING OF SUBMITTALS

A. Transmit each submittal at or before the time indicated on the approved schedule of submittals.

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1. Prepare and submit for approval a schedule showing the required dates of submittal of all submittals.

2. Organize the schedule by the applicable specification section number.

3. Incorporate the contractor's construction schedule specified elsewhere.

4. Incorporate the quality control activities schedule specified elsewhere.

5. Submit within 15 days after commencement of the work.

6. Revise and resubmit the schedule for approval when requested.

B. Deliver each submittal requiring approval in time to allow for adequate review and processing time, including resubmittals if necessary; failure of the contractor in this respect will not be considered as grounds for an extension of the contract time.

C. Deliver each informational submittal prior to start of the work involved, unless the submittal is of a type which cannot be prepared until after completion of the work;

submit promptly.

D. If a submittal must be processed within a certain time in order to maintain the progress of the work, state so clearly on the submittal.

E. If a submittal must be delayed for coordination with other submittals not yet submitted, the Contracting Officer may either return the submittal with no action or notify the contractor of the other submittals which must be received before the submittal can be reviewed.

3.02 SUBMITTAL PROCEDURES - GENERAL

A. Contractor Review: Sign each copy of each submittal certifying compliance with the requirements of the contract documents.

B. Notify the Contracting Officer, in writing and at time of submittal, of all points upon which the submittal does not conform to the requirements of the contract documents, if any.

C. Do not commence work which requires review of any submittals until receipt of returned submittals with an acceptable action.

D. Do not allow submittals without an acceptable action marking to be used for the project.

E. Do not submit substitute items that have not been approved by means of the procedure specified elsewhere.

F. Do not include requests for substitution (either direct or indirect) on submittals;

comply with procedures for substitutions specified elsewhere.

G. Preparation of Submittals:

1. Label each copy of each submittal, with the following information:

a. Project name.

b. Date of submittal.

c. Contractor's name and address.

d. Architect's name and address.

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e. Subcontractor's name and address.

f. Supplier's name and address.

g. Manufacturer's name.

h. Specification section where the submittal is specified.

i. Numbers of applicable drawings and details.

j. Other necessary identifying information.

k. Indicate whether manufacturer or other source is listed on the owner's preferred vendor list.

l. Use AF Form 3000 for the approval of submittal.

2. When applicable, pack submittals suitably for shipment.

3. Submittals to receive Contracting Officer's action marking: Provide blank space on the label or on the submittal itself for action marking; minimum 4 inches wide by 5 inches high.

H. Transmittal of Submittals:

1. Submit all submittals to the Architect.

2. Submittals will be accepted from the contractor only. Submittals received from other entities will be returned without review or action.

3. Submittals received without a transmittal form will be returned without review or action.

a. Project name.

b. Submittal date.

c. Transmittal number.

d. Specification section number.

e. To:

f. From:

g. Contractor's name.

h. Subcontractor's and supplier's names.

i. Manufacturer's name.

j. Submittal type (shop drawing, product data, sample, informational submittal).

k. Description of submittal.

l. Records of distribution.

m. Action marking.

n. Comments.

4. Fill out a separate transmittal form for each submittal; also include the following:

a. Other relevant information.

b. Requests for additional information.

I. NOTE ADDITIONAL INFORMATION ON RESUBMITTALS. In the event a re-submittal is required one re-submittal will be processed at no charge to the contractor.

J. The contractor will be charged $100 for each additional disapproved re-submittal. It is the contractor's responsibility to submit material, shop drawings, plans, etc that complies with the contract documents. The cost to the government caused by the

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contractor's poor management practices will be passed back to the contractor via a $100 deductive change order for each additional occurrence. This change order will be a unilateral change order by the Contracting Officer and will not be negotiated since the submittal requirements are clear and the $100 is established at award.

3.03 SHOP DRAWINGS

A. Content: Include the following information:

1. Dimensions, at accurate scale.

2. All field measurements that have been taken, at accurate scale.

3. Names of specific products and materials used.

4. Details, identified by contract document sheet and detail numbers.

5. Show compliance with the specific standards referenced.

6. Coordination requirements; show relationship to adjacent or critical work.

7. Name of preparing firm.

B. Preparation:

1. Reproductions of contract documents are not acceptable as shop drawings.

2. Copies of standard printed documents are not acceptable as shop drawings.

3. Identify as indicated for all submittals.

4. Space for Contracting Officer's action marking shall be adjacent to the title block.

3.04 PRODUCT DATA

A. When product data submittals are prepared specifically for this project (in the absence of standard printed information) submit such information as shop drawings and not as product data submittals.

B. Content:

1. Submit manufacturer's standard printed data sheets.

2. Identify the particular product being…