7353918 SpecsAsOne SIGNED.pdf

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND, MID-ATLANTIC

MARINE CORPS AIR STATION, CHERRY POINT, NORTH CAROLINA

DDCN WAREHOUSE B150 AND B154 BAY C STRUCTURAL REPAIRS AND B150

ROOF REPLACEMENT

AT THE

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

PROJECT: 7353918

DESIGNED BY:

APTIM ENGINEERING OF NORTH CAROLINA, P.C.

4171 ESSEN LANE BATON ROUGE, LA 70809

SPECIFICATION PREPARED BY:

ARCHITECT; DONALD BALL, RA

STRUCTURAL: WILLIAM ELDRIDGE, P.E

SPECIFICATION APPROVED BY:

Design Director: _____________________________________________

PATRICK FAULKNER, PE

Date: 4/22/2024

DDCN WH B150 & B154-C STRUCTURAL REPAIRS & B150 ROOF REPLACEMENT

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 08/23 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

(eCMS)

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 80 00 04/15 REPORTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

DIVISION 05 - METALS

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 72 20 08/09 GRAVITY-TYPE ROOF VENTILATORS

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 02/21 PAINTS AND COATINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 10 April 2024 WO: 7353918 MCAS Cherry Point, N.C.

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING

NO.

REV

NO.

NAVFAC DWG

NO.

TITLE

G001 1 12881800 DDCN COVER SHEET, LOCATION AND VICINITY MAPS

G002 1 12881801 DDCN INDEX OF DRAWINGS & CONSTRUCTION LAYDOWN AREA

G003 1 12881802 DDCN BUILDING STORAGE BAY CURRENT CONDITION

PHOTOS AND STRUCTURAL REPAIR PHASING

S001 1 12881803 DDCN STRUCTURAL GENERAL NOTES

S101-1 1 12881804 DDCN-00150 ROOF FRAMING PLAN

S101-2 1 12881805 DDCN-00150 COLUMN AND TRUSS ASSEMBLY REPLACEMENT

PLAN

S102-1 1 12881806 DDCN-00154 ROOF FRAMING PLAN

S102-2 1 12881807 DDCN-00154 BAY C BEAM AND COLUMN ASSEMBLY

REPLACEMENT PLAN

S301-1 1 2881808 DDCN-00150 BAY A LONGITUDINAL SECTIONS

S301-2 1 2881809 DDCN-00150 BAYS B / D / F LONGITUDINAL SECTIONS

S301-3 1 2881810 DDCN-00150 BAYS C / E LONGITUDINAL SECTIONS

S301-4 1 2881811 DDCN-00150 BAYS A / B / C / D / E / F TRANSVERSE

SECTION & ELEVATION AT BAY F BENT P

S301-5 1 2881812 DDCN-00150 BAY O OFFICE AREA TRANSVERSE SECTION

S302-1 1 2881813 DDCN-00154 BAY C LONGITUDINAL SECTION

S302-2 1 2881814 DDCN-00154 BAY C TRANSVERSE SECTION

S501-1 1 2881815 DDCN-00150 BAY A COLUMN AND TRUSS CHORD SECTIONS

DOCUMENT 00 01 15 Page 1

DRAWING

NO.

REV

NO.

NAVFAC DWG

NO.

TITLE

S501-2 1 2881816 DDCN-00150 BAY A COLUMN AND TRUSS CONNECTION

DETAILS

S501-3 1 2881817 DDCN-00150 BAYS B / D / F TRUSS (TYPE D1) AT

MONITOR CONNECTION DETAILS

S501-4 1 2881818 DDCN-00150 BAYS B / D / F TRUSS (TYPE C) AT LOW

BAY CONNECTION DETAILS

S501-5 1 2881819 DDCN-00150 BAYS B / D / F TRUSS (TYPE D) AT

MONITOR CONNECTION DETAILS

S501-6 1 2881820 DDCN-00150 BAYS C / E TRUSS (TYPE G AND G1) AT

MONITOR CONNECTION DETAILS

S501-7 1 2881821 DDCN-00150 BAYS C / E TRUSS (TYPE F) AT LOW BAY

CONNECTION DETAILS

S501-8 1 2881822 DDCN-00150 COLUMN AND TRUSS CONNECTION DETAILS

(SHEET 1 of 2)

S501-9 1 2881823 DDCN-00150 BAYS B / C / D / E / F TRUSS CHORD

SECTIONS

S501-10 1 2881824 DDCN-00150 COLUMN CLAMPING, BANDING, AND CHORD

STITCH BOLT REPAIR DETAILS

S501-11 1 2881825 DDCN-00150 BAY O OFFICE TRUSS (TYPE A) CONNECTION

AND CHORD SECTION DETAILS

S501-12 1 2881826 DDCN-00150 COLUMN AND TRUSS CONNECTION DETAILS -

(SHEET 2 of 2)

S502 1 2881827 DDCN-00154 BAY C BEAM AND COLUMN CONNECTION

DETAILS AND BANDING, CLAMPING, STITCH BOLT REPAIR

DETAILS

S601-1 1 2881828 DDCN-00150 COLUMN, CORBEL, AND TRUSS ASSEMBLY

REPLACEMENT PLAN

S601-2 1 2881829 DDCN-00150 TIMBER COMPONENT REPAIR AND

REPLACEMENT SCHEDULE A / B / C

S601-3 1 2881830 DDCN-00150 TIMBER COMPONENT REPAIR AND

REPLACEMENT SCHEDULE D / E

S601-4 1 2881831 DDCN-00150 TIMBER COMPONENT REPAIR AND

REPLACEMENT SCHEDULE F / O

S602-1 1 2881832 DDCN-00154 BAY C BEAM AND COLUMN ASSEMBLY

REPLACEMENT SCHEDULE

S602-2 1 2881833 DDCN-00154 TIMBER COMPONENT REPAIR AND

REPLACEMENT SCHEDULE BAY C

S602-3 1 2881834 DDCN-00154 TIMBER COMPONENT REPAIR AND

REPLACEMENT SCHEDULES BAY C-CONTINUED

AD001 1 2881835 DDCN ARCHITECTURAL DEMOLITION GENERAL NOTES

AD101 1 2881836 DDCN-00150 EXISTING ROOF DEMOLITION PLAN

AD401-1 1 2881837 DDCN-00150 EXISTING ENLARGED ROOF DEMOLITION PLAN

- BAYS A / B / C

AD401-2 1 2881838 DDCN-00150 EXISTING ENLARGED ROOF DEMOLITION PLAN

- BAYS D / E / F

A001 1 2881839 DDCN ABBREVIATIONS, LEGENDS, GENERAL AND

ARCHITECTURAL GENERAL NOTES

A101 1 2881840 DDCN-00150 ROOF PLAN

A102 1 2881841 DDCN-00154 ROOF PLAN BAY C

DOCUMENT 00 01 15 Page 2

DRAWING

NO.

REV

NO.

NAVFAC DWG

NO.

TITLE

A201-1 1 2881842 DDCN-00150 EXTERIOR ELEVATIONS

A201-2 1 2881843 DDCN-00150 ENLARGED EXTERIOR ELEVATIONS

A301 1 2881844 DDCN WALL SECTIONS

A401-1 1 2881845 DDCN-00150 ENLARGED ROOF PLAN - BAYS A / B / C

A401-2 1 2881846 DDCN-00150 ENLARGED ROOF PLAN BAYS D / E / F

A402 1 2881847 DDCN-00154 ENLARGED ROOF PLAN BAY C

A501-1 1 2881848 DDCN ROOF DETAILS

A501-2 1 2881849 DDCN ROOF DETAILS

A601 1 2881850 DDCN-00150 WIND PRESSURE DIAGRAM

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

The work includes various roof replacements, structural repairs, associated repairs for B150 and B154, and incidental related work, as described below:

1.2.1 SUMMARY OF WORK FOR TIMBER STRUCTURE REPAIRS AND ROOF REPLACEMENTS

Provide all engineering, labor, supervision, services, tools, materials, equipment, transportation, and management required to perform the designated repairs to buildings DDCN-00150 and DDCN-00154 Bay C. The locations of identified repairs and are detailed in this specification and on the drawings. All installation, testing, inspection and replacement shall be in accordance with applicable codes and standards.

The work may impact building access, deliveries, utilities, safety, interior environment or other aspects of the work environment for the tenants. Coordinate all such activities with the Contracting Officer to limit disruption of their activities.

1.2.1.1 Roof System Replacements and Related Repairs

The roof system replacements for building DDCN-00150 consist of the replacement of existing roof covering and flashing systems, the repair of deteriorated roof deck and joists, the replacement of copings, the repair of scuppers and crickets, the replacement of gutters and downspouts, replacement of roof access ladders, replacement of roof mounted equipment curbs and sleepers, replacement of gravity vents, and repair of roof mounted powered vents, as well as providing new translucent film to the existing roof monitor clerestory windows.

Roof system replacements and related repairs shall include:

A. Building DDCN-00150 on Bays B, C, D, E and F

1. Remove and store the existing roof mounted mechanical vents located on monitors at Bays B, C, D, E, and F.

2. Remove and store the existing powered roof mounted mechanical vents located on main roof at Bays E and F.

3. Remove and store the existing globe gravity vents and wind driven

SECTION 01 11 00 Page 1 turbine vent located on main roof at Bay F.

4. Remove and store the existing roof mounted condenser unit on the main roof of Bay F.

5. Demolish existing roof, insulation,crickets, and flashing systems to wood roof deck and parapet wall substrate; mechanical equipment curbs, pads, and sleepers, wall copings, gutters and splash blocks.

6. Repair deteriorated roof deck and joists. Assume up to 4,000 SF of roof deck will require replacement and up to 1,300 LF of roof deck joists will require repair.

7. Reinforce deck attachment to roof joists by adding 2-#10 galvanized screws per deck board per joist. Screws to have 1" minimum embedment into joists.

8. Enlarge existing scuppers, as well as provide new scuppers at Bay E.

9. Construct new crickets at scuppers at Bays E and F and create sumps at scuppers to improve drainage.

10. Provide plywood substate at parapet walls for new flashings.

11. Provide new 3-ply cold applied modified bitumen roof system and flashings 4" of rigid insulation and ½" cover board. Use tapered insulation for proper drainage.

12. Provide a new conductor heads and downspout at scuppers at Bays E and F.

13. Provide new wall copings.

14. Provide new equipment curbs and reinstall stored roof mounted mechanical vents on monitor roofs at Bays B, C, D, E, and F.

15. Provide new mechanical equipment curb rails and reinstall stored roof mounted condenser unit on main roof of Bay E.

16. Extend the vent pipe penetration sleeves at Bay F to prevent water infiltration between the sleeves and vent pipes.

17. Provide new gutters, replace existing downspouts and downspout boots. Provide splash blocks with slips sheets at roof monitor discharge areas.

18. Provide new gutter and downspout along the front edge of Office Area exterior vault room at Bay E.

19. Provide new translucent film to the existing roof monitor clerestory windows.

20. Replace roof access ladders with new access ladders.

SECTION 01 11 00 Page 2

21. Paint replaced wooden structural members including decking and joists to match adjacent finishes.

B. Building DDCN-00150 on Bay A

1. Remove and store the existing roof mounted mechanical vents located on monitors at Bay A.

2. Demolish existing roof, insulation,crickets, and flashing systems to wood roof deck and parapet wall substrate; mechanical equipment curbs, pads, and sleepers, wall copings, gutters and splash blocks.

3. Repair deteriorated roof deck and joists. Assume up to 1,000 SF of roof deck will require replacement and up to 300 LF of roof deck joists will require repair.

4. Reinforce deck attachment to roof joists by adding 2-#10 galvanized screws per deck board per joist. Screws to have 1" minimum embedment into joists.

5. Provide plywood substate at parapet walls for new flashings.

6. Provide new 3-ply cold applied modified bitumen roof system and flashings 4" of rigid insulation and ½" cover board. Use tapered insulation for proper drainage.

7. Provide new wall copings.

8. Provide new equipment curbs and reinstall stored roof mounted mechanical vents on monitor roofs at Bay A.

9. Provide new gutters, replace existing downspouts and downspout boots. Provide splash blocks with slips sheets at roof monitor discharge areas.

10. Provide new translucent film to the existing roof monitor clerestory windows.

11. Replace roof access ladders with new access ladders.

12. Paint replaced wooden structural members including decking and joists to match adjacent finishes.

C. Building DDCN-00150 on Bay O-OFFICE AREA

1. Remove and store the existing roof mounted mechanical vents located on monitors at Bay O (Office Area).

2. Remove and store the existing globe gravity vents and wind driven turbine vent located on Bay O (Office).

3. Demolish existing roof, insulation,crickets, and flashing systems to wood roof deck and parapet wall substrate; mechanical equipment curbs, pads, and sleepers, wall copings, gutters and splash blocks.

SECTION 01 11 00 Page 3

4. Repair deteriorated roof deck and joists. Assume up to 400 SF of roof deck will require replacement and up to 175 LF of roof deck joists will require repair.

5. Reinforce deck attachment to roof joists by adding 2-#10 galvanized screws per deck board per joist. Screws to have 1" minimum embedment into joists.

6. Provide plywood substate at parapet walls for new flashings.

7. Provide new 3-ply cold applied modified bitumen roof system and flashings 4" of rigid insulation and ½" cover board. Use tapered insulation for proper drainage.

8. Provide new wall copings.

9. Provide new equipment curbs and reinstall stored roof mounted mechanical vents on monitor roofs at Bay O (Office Area).

10. Provide new gutters, replace existing downspouts and downspout boots.

11. Replace roof access ladders with new access ladders.

12. Paint replaced wooden structural members including decking and joists to match adjacent finishes.

1.2.1.2 Structural Related Repairs

The structural related repairs for buildings DDCN-00150 and DDCN-00154 (Bay C) consist of Beam, Column, Corbel, and Truss Assembly replacement, as well as Timber Structure Component repair and replacement.

Structural related repairs shall include:

A. Building DDCN-00150 in Bays B, C, D, E and F:

1. Column, Corbel and Truss Assembly Replacement:

a. Replace damaged Bays B/D/F type Built-up Column assemblies in Bays B and D. Bays B/D/F Column Assembly shall include composite boards, column corbel subassembly, knee brace subassembly, and lateral brace subassembly, as well as all associated connection components and hardware;

b. Replace damaged Five Panel type Truss assemblies Bays B, D, and F. A Five Panel Truss Assembly shall include all chord top, chord bottom, diagonal, vertical subassemblies, column corbel subassembly at low bay, midspan strut subassembly, knee brace subassembly at monitor, and truss tiedown subassembly and low bay, as well as all associated connection components and hardware;

c. Replace damaged Bays C/E type Built-up Column assemblies in Bay C. Bays C/E Column Assembly shall include composite boards, knee brace subassembly, and lateral brace subassembly, as well as all associated connection components and hardware;

d. Replace damaged Three Panel type Truss assembly in Bay C. A

SECTION 01 11 00 Page 4

Three Panel Truss Assembly shall include all chord top, chord bottom, diagonal, vertical subassemblies, midspan strut subassembly, and truss tiedown subassembly, as well as all associated connection components and hardware.

2. Timber Structure Component Repair and Replacement:

a. Recondition damaged Column Piers in Bays B, C, D, E, and F;

b. Replace damaged Truss Tie-Downs components in Bays B, C, D, E, and F;

c. Repair damaged Chord Bottoms, Chord Tops, Diagonals, Knee Braces, and Vertical truss components in Bays B, C, D, E and F;

d. Repair damaged Column components in Bays B, C, and F;

e. Replace damaged Strut components in Bays B, D, and E.

3. Tighten all structural connections in accordance with the specified bolt tightening program.

4. Provide full structural bay shoring prior to performing replacement of structural components and/or installation of new corbel assemblies.

B. Building DDCN-00150 - Bay A (ADDITIVE ALTERNATE OPTION 1):

1. Column, Corbel and Truss Assembly Replacement:

a. Replace damaged Bay A type Built-up Column assemblies in Bay A. A Bay A Type Built-up Column Assembly shall include composite boards, new column corbel assemblies, knee brace subassembly, and lateral brace subassembly, as well as all associated connection components and hardware;

b. Replace damaged Six Panel type Truss Assembly assemblies Bay A. A Six Panel Bay A Truss Assembly shall include all chord top, chord bottom, diagonal, vertical subassemblies, and knee brace subassembly at monitor, as well as all associated connection components and hardware;

c. Provide New Bay A Column Corbel assemblies at all Monitor Columns in Bay A. New Bay A Column Corbel Assembly shall include steel plates and angles at both monitor and low bay bottom chord subassemblies, steel plates and angles at exterior wall and bottom chord, as well as all associated connection components and hardware.

2. Timber Structure Component Repair and Replacement:

a. Replace damaged Truss Knee Brace components in Bay A;

b. Repair damaged Chord Bottoms, Chord Tops, Diagonals, Knee Braces, and Vertical truss components in Bay A;

c. Repair damaged Column components in Bay A;

d. Replace damaged Strut components in Bay A.

SECTION 01 11 00 Page 5

3. Tighten all structural connections in accordance with the specified bolt tightening program.

4. Provide full structural bay shoring prior to performing replacement of structural components and/or installation of new corbel assemblies.

C. Building DDCN-00150 - Bay O-OFFICE AREA:

1. Column, Corbel and Truss Assembly Replacement:

a. Replace damaged Four Panel type Truss assembly in Bay O (Office Area). A Four Panel Truss Assembly shall include all chord top, chord bottom, diagonal, vertical subassemblies, midspan strut subassembly, and truss tiedown subassembly, as well as all associated connection components and hardware.

2. Timber Structure Component Repair and Replacement:

a. Tighten Truss four panel type Truss plies in Bay O (Office Area);

b. Replace damaged Strut components in Bay O (Office Area.

3. Tighten all structural connections in accordance with the specified bolt tightening program.

4. Provide full structural bay shoring prior to performing replacement of structural components and/or installation of new corbel assemblies.

D. Building DDCN-00154 Bay C:

1. Beam and Column Assembly Replacement:

a. Replace damaged Column assemblies. A Column Assembly shall include timber column, as well as all associated connection components and hardware;

b. Replace damaged Beam assemblies. A Beam Assembly shall include timber beam, and new knee brace subassembly, as well as all associated connection components and hardware.

2. Timber Structure Component Repair and Replacement:

a. Provide New Lateral Knee Bracing at all Bay C Columns;

b. Repair damaged Beam and Columns;

c. Provide full bearing surface to damaged column piers;

d. Replace damaged Column Splice Plates;

e. Proved Beam Tie-Plates.

3. Provide shoring prior to performing replacement of structural components.

SECTION 01 11 00 Page 6

1.2.1.3 Exterior Wall Repairs

Exterior wall related repairs consist of exterior concrete door lintel repair at the electrical vault entrance for Building DDCN-00150; and exterior wall girts, studs and sill plate repairs for Bay C of Building

DDCN-00154.

Exterior wall repairs shall include:

A. Building DDCN-00150:

1. Repair exterior concrete door lintel at the electrical vault entrance, located at Bay D, by removing unstable concrete and patching with grout.

2. Seal repaired concrete door lintel.

B. Building DDCN-00154 Bay C:

1. Repair damaged interior perimeter wall girts.

2. Replace damaged 2"x6" exterior wall studs and sill plates as required including at exterior wall mounted ventilation fan locations.

1.2.1.4 Roof System Repairs

The roof flashing repairs to Bay C of Building DDCN-00154 consist of replacing the parapet wall flashing termination bar and fasteners, as wells as providing counter flashing over the new termination bar.

Roof system repairs shall include:

A. Building DDCN-00154 Bay C:

1. Demolish the existing plastic termination bars and fasteners that affix the roof flashing to the Bay C parapet walls. Protect the existing roof flashing.

2. Provide new stainless steel termination bars with stainless-steel fasteners. Provide counterflashing over the new termination bars.Provide repairs to existing roof as called for on the drawings.

1.2.2 Location

The work is located at MCAS Cherry Point, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Buildings will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 7

1.4 EXISTING WORK

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 10 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

11/ 22, CHG 1: 02/ 23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Heavy timber repair at bldg DDCN-00150, DDCN-00154 Bay C

(2) Roof removal and replacement on bldg DDDCN-00150

b. The DLA will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

Additional phasing/sequencing requirements are provided in the project plans.

c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the phasing and sequencing of the work in connection with existing operations.

Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, including delivery vehicles, are clearly identified with their company name.

SECTION 01 14 00 Page 1

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

SECTION 01 14 00 Page 2

The Government is the final authority.

1.3.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.3.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period between 8 a.m.

and 4:30 p.m.,Monday through Friday, excluding Government holidays, unless otherwise noted. Additional working hour restrictions are provided in the project plans.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number, and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

The Contractor shall be working in existing buildings which are occupied.

Do not enter the buildings without prior approval of the Contracting Officer.

SECTION 01 14 00 Page 3

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the the buildings during the construction period.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Station Regulations

No employee or representative of the contractor will be admitted to the work site without an Identification Badge or is specifically authorized admittance to the work site by the FEAD, Facilities Engineering & Acquisition Division.

IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit, or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.

SECTION 01 14 00 Page 4

1.4.2 Contractor Access to MCAS Cherry Point and Outlying Areas

1. Documentation requirements for granting access to MCAS Cherry Point for commercial and contract employers and employees. This document is an aid in meeting ASO 5560.6B requirements and is not a substitute for the order.

2. The Pass & Identification Office at Building 251 will issue credentials to authorized contractors. Sub-Contractors and suppliers must coordinate through the Prime-Contractor.

3. Criminal Activity. In accordance with ASO 5560.6B, the below list of criminal activities within an applicant's record are considered not in the best interest of the Marine Corps and will be grounds for automatic denial of access aboard the Installation:

a. Conviction for espionage, sabotage, sedition, treason, terrorism, armed robbery, or murder.

b. Felony conviction for a firearms or explosives violation, regardless of the date of conviction.

c. Conviction of crimes encompassing sexual assault or rape.

d. Conviction of crime encompassing child molestation, or the possession or production of child pornography.

e. Conviction of trafficking in persons.

f. Conviction of drug possession with intent to sell or distribute.

g. Convicted of three or more misdemeanor violations, or attempted violations, within the previous 10 years of the following offenses:

(1) Sex crime

(2) Assault

(3) Larceny

(4) Drugs

(5) Weapons

4. Persons requesting access to MCAS Cherry Point will be denied access based on the following:

a. The individual is a registered sex offender.

b. The individual has an active arrest warrant from Federal, State, local, or other civil law enforecement authorities, regardless of offense or violation.

c. The individual has a felony conviction within the last 10 years, regardless of the offense or violation.

d. The individual's name appears on any Federal or State agency watch list for criminal behavior or terrorist activity.

SECTION 01 14 00 Page 5

e. The individual is debarred entry or access to a Marine Corps site, other DoD installations or facilities, or other Federal site or facility.

f. The individual engaged in acts or activities designed to overthrow the U.S. Government by force.

g. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

h. The individual is identified in the National Crime Information Center (NCIC) known suspected terrorist (KST) file, or the Terrorist Screening Database (TSDB) report as known to be, or suspected of being, a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity. If an individual is identified on the NCIC KST files or TSDB, the Provost Marshal's Office (PMO) will immediately call the NCIS Multiple Threat Alert Center (MTAC) for further coordination. The MTAC will coordinate with the Department of Justice or Federal Bureau of Investigation (FBI) and provide handling instructions to MCAS Cherry Point Police, Criminal Investigations Division (CID), or NCIS.

i. The individual is illegally present in the U.S.

j. The individual has knowingly submitted an employment questionnaire with false or fraudulent information.

k. The individual is a prisoner on a work-release program or currently on felony probation or parole.

l. The individual is pending any felony charge.

m. The individual has criminal arrest information that the site commander determines the person presents a threat to good order, discipline, or health and safety on the Marine Corps site.

n. Any reason the Installation Commander deems reasonable for good order and discipline.

1.4.3 Staging Area

As indicated on the plans, the Contractor staging area will be (CM to coordinate). Amount of material on site shall be kept to a minimum and shall only be material that is pertinent to the work currently being performed. All stockpiling of equipment and materials shall be closely coordinated with the Government and shall not disrupt activities at the site.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 6

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 3: 02/ 23

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of Contract Award, prepare and deliver to the Contracting Officer an Earned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, SECTION 01 20 00 Page 1 cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing, in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Estimate for Voucher/Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

SECTION 01 20 00 Page 2

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or

SECTION 01 20 00 Page 3 in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 4

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SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 3: 08/ 23

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by North Carolina law.

SECTION 01 30 00 Page 1

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a QC representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and QC meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting . The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, QC, earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections, and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

SECTION 01 30 00 Page 2

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health…