Attachment 02_Specifications Vol 01.pdf

SPECIFICATIONS – VOLUME 1

Type B-3 Final Design Submission August 19, 2022

Prepared for:

The National Guard Bureau Contract: W9133L16D0005, Order: W50S8R20F0001

And

Ohio Air National Guard Camp Perry, 200th Red Horse Squadron – Port Clinton, OH

111 Wood Avenue South, Suite 102 Iselin, New Jersey 08830

973.379.3400 | fsb-fdg.com mottmac.com

RED HORSE Logistics Complex

FY 2022, PN EUBC009109

RED HORSE Logistics Complex Project: EUBC009109 Camp Perry, 200th Red Horse Squadron, Port Clinton, OH

TABLE OF CONTENTS TOC-1

TABLE OF CONTENTS

VOLUME 1

DIVISION SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

011000 SUMMARY

011400 WORK RESTRICTIONS

012300 OPTIONS

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES

014000 QUALITY CONTROL

014200 REFERENCES

015000 TEMPORARY FACILITIES AND CONTROLS

015240 CONSTRUCTION WASTE MANAGEMENT

015719 TEMPORARY ENVIRONMENTAL CONTROLS

015930 SECURITY REGULATIONS

015950 SAFETY AND HEALTH

016000 PRODUCT REGULATIONS

017000 EXECUTION REQUIREMENTS

017310 CUTTING AND PATCHING

017320 SELECTIVE DEMOLITION

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700 CLOSEOUT PROCEDURES

017820 OPERATION AND MAINTENANCE DOCUMENTATION

018200 DEMONSTRATION AND TRAINING

019100 GENERAL COMMISSIONING

DIVISION 2 – EXISTING CONDITIONS

024116 STRUCTURE DEMOLITION

DIVISION 3 - CONCRETE

030100.00 MAINTENANCE OF CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES

032000 CONCRETE REINFORCING

033000 CAST-IN-PLACE CONCRETE

033543 POLISHED CONCRETE FINISHING

DIVISION 4 – MASONRY

042000 CONCRETE UNIT MASONRY

042201 STRUCTTURAL CONCRETE UNIT MASONRY

DIVISION 5 – METALS

052100 STEEL JOIST FRAMING

053100 STEEL DECKING

054000 COLD-FORMED METAL FRAMING

TABLE OF CONTENTS TOC-2

DIVISION 6 – WOOD AND PLASTICS

061053 MISCELLANEOUS ROUGH CARPENTRY

061600 SHEATHING

064023 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

071113 BITUMINOUS DAMPROOFING

072100 THERMAL INSULATION

072713 MODIFIED BITUMINOUS SHEET AIR BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074213 INSULATED METAL WALL PANELS

076200 SHEET METAL FLASHING AND TRIM

077200 ROOF ACCESSORIES

078413 PENETRATION FIRESTOPPING

078446 FIRE-RESISTIVE JOINT SYSTEMS

079200 JOINT SEALANTS

DIVISION 8 – DOORS AND WINDOWS

081113 HOLLOW METAL DOORS AND FRAMES

083113 ACCESS DOORS AND FRAMES

083313 COILING COUNTER DOORS

083473.13 METAL SOUND CONTROL DOOR ASSEMBLIES

083613 SECTIONAL DOORS

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

085113 ALUMINUM WINDOWS

087100 DOOR HARDWARE

088000 GLAZING

089119 FIXED LOUVERS

DIVISION 9 – FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096536 STATIC-CONTROL RESILIENT FLOORING

096813 TILE CARPETING

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

101419 DIMENSIONAL LETTER SIGNAGE

101423.16 ROOM IDENTIFICATION PANEL SIGNAGE

102113.17 PHENOLIC CORE TOILET COMPARTMENTS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

104413 FIRE PROTECTION CABINETS

104416 FIRE EXTINGUISHERS

105113 METAL LOCKERS (OPTION NO.2)

105143 WIRE MESH LOCKERS (OPTION NO.2)

TABLE OF CONTENTS TOC-3

DIVISION 11 – EQUIPMENT

111133 VEHICLE EXHAUST EXTRACTION SYSTEMS

111316 LOADING DOCK SEALS AND SHELTERS

111319 LOADING DOCK EQUIPMENT

DIVISION 12 – FURNISHINGS

123616 METAL COUNTERTOPS

124813 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 – SPECIAL CONSTRUCTION

133419 METAL BUILDING SYSTEMS

DIVISION 21 – FIRE SUPPRESSION

210517 SLEEVES AND SLEEVE SEALS FOR SPRINKLER PIPING

210518 ESCUTCHEONS FOR FIRE SUPPRESSION PIPING

210529 HANGERS AND SUPPORTS FOR FIRE SUPRESSION PIPING AND EQUIPMENT

210553 IDENTIFICATION FOR FIRE SUPRESSION PIPING AND EQUIPMENT

211313 WET PIPE SPRINKLER SYSTEMS

213113 ELECTRIC FIRE PUMPS

DIVISION 22 – PLUMBING

220517 SLEEVES AND SEALS FOR PIPING

220518 ESCUTCHEONS FOR PIPING

220519 METERS AND GAGES

220523 GENERAL DUTY VALVES

220529 HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT

220548 VIBRATION AND SEISMIC CONTROLS FOR PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123 DOMESTIC WATER PUMP

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221519 GENERAL SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS

221816 NATURAL GAS PIPE AND EQUIPMENT

222110 VEHICLE LUBRICATION SYSTEM

222121 GENERAL SERVICE COMPRESSED AIR PIPING

222300 VEHICLE LUBRICATION SYSTEM PIPING

223400 FUEL FIRE, DOMESTIC WATER HEATERS

224218 PLUMBING FIXTURES

229000 PLUMBING COMMISSIONING

Camp Perry, 200th RED HORSE Squadron, Port Clinton, OH

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.

2. Work under othere contracts.

3. Government-furnished products.

4. Access to site.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT IDENTIFICATION

A. Project Name and Location: RED HORSE Logistics Complex Camp Perry, 200th RED HORSE Squadron, Port Clinton, OH

B. Project No.: EUBC009109

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. This project includes, but is not limited to, the following work:

1. Perform demolition of specified facilities.

2. Site development, including clearing, erosion and sedimentation control, excavation and backfilling, finish grading, seeding, landscaping, fencing, concrete walks, asphalt and concrete paving, site sign, drop arm gate.

3. Site utilities including sanitary sewer and water to within 5’ of the building footprint.

4. Stormwater management including precast structures, piping and underdrains.

5. Downspouts, cast aluminum boots, precast splash blocks or tie-ins to underground storm sewer.

6. Foundations and footings.

7. Pre-engineered buildings erection

8. 7.5 Ton Bridge Crane

9. Structural systems.

10. Building Systems

11. Exterior and interior concrete work.

SUMMARY 011000 - 2

12. Exterior and interior masonry construction.

13. Thermal and moisture protection systems including roofing systems.

14. Exterior and interior finishes.

B. The project was designed by:

FSB Federal Design Group, JV/Mott MacDonald, LLC 111 Wood Avenue South, Suite 102 Iselin, NJ 08830

C. The Contracting Officer for the project is:

Mr. Gordon Strom, GS-12 179 Airlift Wing, Mansfield, OH 44903 419-520-6390 Gordon.strom.1@us.af.mil Insert brief project description.

D. Architect: The term Architect or Engineer (A/E) refers to the project designer. The A/E’s status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference.

E. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

F. Work Sequence:

1. Work shall be conducted in one phase, with the exception of Building 4 demolition. The Contractor shall allow 30 days after Substantial Completion before the demolition of Building 4.

1.4 WORK BY GOVERNMENT

A. General: The contractor shall coordinate all required work under the terms and conditions of this contract with the Government to facilitate any other site or project requirements.

1.5 GOVERNMENT-FURNISHED PRODUCTS

A. Government may furnish products to be incorporated into Work by Contractor. Refer to the contract drawings for locations of Installed Building Equipment (IBE) vs. Personal Property (PP). All items indicated in the Contract Documents are considered IBE and a part of this Contract, except for certain Personal Property (PP), as identified in the Contract Documents that shall be provided and installed by the Contractor.

1.6 WORK UNDER OTHER CONTRACTS

It is not anticipated that any other Contractor will perform any work in the building during this project. However, if the Government requires that another Contractor perform work in this mailto:Gordon.strom.1@us.af.mil

SUMMARY 011000 - 3

building the Contractor shall cooperate with other contractors performing this work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.7 ACCESS TO SITE

A. Use of Site: Limit use of Project site to areas within the Contract Limits of Disturbance indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit of Site disturbance shall be as indicated by the Limits of Disturbance in the Contract Documents.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government’s employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with Government restrictions on construction operations.

B. On-Site Work Hours: Limit work on the Air National Guard Base to normal business working hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, except Federal and State Government observed holidays as follows:

1. New Year’s Day

2. Martin Luther King’s Birthday

3. Presidents Day

4. Memorial Day

5. Juneteenth National Independence Day

6. Independence Day

7. Labor Day

8. Columbus Day

9. Veterans Day

10. Thanksgiving Day

11. Christmas Day

C. Existing Utility Interruptions: Do not interrupt utilities serving adjacent facilities occupied by Government or others unless permitted under the following conditions and then only after providing temporary utility services maintaining continuity of service according to requirements indicated:

1. Notify Government not less than five days in advance of proposed utility interruptions.

2. Obtain Contracting Officer’s written permission before proceeding with utility interruptions.

SUMMARY 011000 - 4

D. Excavation: Notify Government/COR no less than thirty days in advance of proposed excavation activities, and coordinate proposed excavation activities with all required permit review/issuance periods.

E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

1.9 MISCELLANEOUS PROVISIONS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure against misunderstanding between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for Information to clarify the discrepancy prior to proceeding and/or installing the item/work.

B. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the Contractor.

C. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities.

D. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto. Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

E. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

F. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

G. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor’s responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the Contract to pay the Contractor for work due to deviations from Drawings and Specifications.

H. The Contractor is responsible for the identification, obtaining, and payment of all Construction Permit and tapping fees (both temporary and final hook-up) that may be required for the construction of the project. This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by the Government and/or local utility authorities.

SUMMARY 011000 - 5

I. Work in the extension of existing conditions shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

J. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

3. Discolored or un finished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

K. Existing structures, not shown or specified to be removed, will remain in place.

L. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer or the Contracting Officer’s Representative.

1.10 WEATHER DELAYS

A. Adverse Weather is defined as the occurrence of one or more of the following conditions within a twenty-four (24) hour day that prevents construction activity exposed to weather conditions or access to the site:

1.Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10”) liquid measure.

2.Temperatures that do not rise above that required for the day’s construction activity, if such temperature requirement is specified or accepted as standard industry practice.

3.Sustained wind in excess of twenty-five (25) m.p.h.

B. Adverse Weather may include, if appropriate, “dry-out” or “mud” days:

1.Resulting from precipitation days that occur beyond the standard baseline.

2.Only if there is a hindrance to site access or sitework and Contractor has taken all reasonable accommodations to avoid such hindrance; and, 3.At a rate no greater than 1 make-up day for each day or consecutive days of precipitation beyond the standard baseline that total 1.0 inch or more, liquid measure.

C. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the contractor’s scheduled work day and critical path construction activities were included in the day’s schedule, including a weekend day or holiday if Contractor has scheduled construction activity that day.

D. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that “dry-out” or “mud” days are not eligible to be counted as Weather Delay Day until the standard baseline is exceeded.

SUMMARY 011000 - 6

Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended.

1.11 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1.Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2.Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1.Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2.Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

1.12 SAFETY REQUIREMENTS

A. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

2. PRODUCTS (Not Applicable)

3. EXECUTION (Not Applicable)

END OF SECTION 011000

WORK RESTRICTIONS 011400 - 1

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 CONTRACTOR USE OF PREMISES

A. The Contracting Officer or Contracting Officer's Representative will conduct a pre-construction survey with the Contractor to review and document the existing conditions surrounding the project premises prior to the beginning of any construction activity.

B. The Contractor shall limit use of the premises to the work in areas indicated, to allow for Government occupancy and public use.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weathertight condition throughout the construction period. Repair damage caused by construction operations. Take precautions to protect the building, its occupants, and the public during the construction period.

5. Keep public areas, such as hallways, lobbies, and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government.

Arrange and gain approval for use of this space through the Contracting Officer.

7. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government or other's property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

8. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building.

9. The Contractor and Contractor's employees shall coordinate parking needs and restrictions with Contracting Officer.

1.3 GOVERNMENT OCCUPANCY

A. The Government will occupy the site but not the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations

Renovate Bldg. 309 for Ops & Training Project No.: PJVY172103 Shepherd Field Air National Guard Base – West Virginia Air National Guard

WORK RESTRICTIONS 011400 - 2

to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

B. The Government reserves the right to occupy and to place and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. The Government's installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Prior to partial Government occupancy, mechanical and electrical systems for the space shall be fully operational and required inspections and tests shall be successfully completed. Upon occupancy, the Government will operate and maintain mechanical and electrical systems serving the occupied portions of the building.

2. Upon occupancy, the Government will assume responsibility for maintenance and custodial service for the occupied portions of the building.

3. The warranty period for the occupied portion of the building only will commence on the date of occupancy by the Government.

1.4 WORKING HOURS

A. Government Occupied Hours: Government personnel are scheduled to occupy the building during the following hours on weekdays, Monday through Friday, except for established Government Holidays: 6:30 AM to 4:00 PM.

B. Government Unoccupied Hours: Government personnel are not scheduled to occupy the building during times not indicated as Government Occupied Hours.

C. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours.

D. Work accomplished during Government Unoccupied Hours shall be performed at no additional cost to the Government. Contractor shall submit a proposed schedule and gain the Contracting Officer's approval at least 48 hours before proceeding with any work during Government Unoccupied Hours.

E. Temporary Suspension of Work: The Contractor shall suspend work during Government emergencies. Contractor shall not be entitled to an adjustment of the Contract price or time of performance as a result of this suspension of work.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01140

OPTIONS 012300 - 1

SECTION 012300 – OPTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Option: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each Option is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate.

B. Execute accepted Options under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Options" Article is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

OPTIONS 012300 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF Options

A. Option No. 1: Warehouse Area Reduction.

1. Option. No. 1: This Option represents a 2,370 SF addition (10.3% of overall building footprint). See Drawings for Option scope.

B. Option No. 2: Chain-link fence, and lockers.

1. Option. No. 2: Provide and install an interior chain-link fence in Warehouse area. Provide mesh partitions lockers (for mobility bags). Provide metal lockers for restroom areas. See drawings for item’s locations. See specifications 105113, and 105143.

C. Option No. 3: Building 4 Demolition

1. Option No. 3: Remove existing Building No. 4 in its entirety. See specification 024116 for Structure Demolition. Existing Fuel Tank controls shall be removed by owner prior to start any demolition work. See specification 024116.

D. Option No. 4: Bridge Crane

1. Option No. 4: Provide and install a 16 tons capacity bridge crane at designated crane beam support. See Structural and drawings for crane support. See architectural drawings for crane information. See specification 412213.13.

E. Option No. 5: Concrete Pavement.

1. Option. No. 5: Provide and install concrete loading area pavement (as shown on drawings). See Civil drawings.

F. Option No. 6: Translucent Wall Panels.

1. Option. No. 6: Provide and install Translucent Wall Panels in locations shown in

Drawings. See Architectural Elevations for locations.

G. Option No. 7: Circulating Fans.

1. Option. No. 7: Provide and install Circulating Fans in locations shown in Drawings. See specification 233423.

H. Option No. 8: Roof Fall Protection.

1. Option. No. 8: Provide and install a Rail and cable Fall Protection System. See roof plan for location. See specification 074113.16.

END OF SECTION 012300

Red Horse Logistics Complex Project: EUBC009109

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

6. Utility service interruptions.

7. Cleaning and protection.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.

Administrative procedures include but are not limited to the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

1.3 COORDINATION DRAWINGS

A. Prepare coordination drawings for installation of mechanical and electrical systems and pay particular attention to areas where limited space availability necessitates maximum utilization of the space for efficient installation of different components.

1. Show the relationship of components shown on separate shop drawings.

2. Indicate required installation sequences.

3. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

4. Comply with shop drawing requirements for sheet size and submittal methods specified in Division 1 Section "Submittal Procedures."

B. Refer to Division 23 Section "Common Work Results for HVAC" and Division 26 Section "Common Work Results for Electrical" for specific coordination drawing requirements for mechanical and electrical installations.

C. Provide large scale coordination drawings for equipment and system installations in mechanical and electrical rooms and spaces where two or more entities will provide the work. Separate shop drawings are insufficient to show coordination.

1.4 CONSERVATION

A. Consider conservation of energy, water and materials in the conduct of construction operation.

Salvage materials and equipment involved in the performance of, but not incorporated into, the Work.

B. Energy Conservation Plan: Develop a program to minimize use of energy. Program shall minimally include the following:

1. Designation of an energy conservation officer.

2. Identification of energy conservation measures to reduce energy usage.

3. Establishment of energy usage goals for the project.

4. Means for enforcing energy conservation measures.

C. Implementation of Energy Conservation Plan: Contractor's energy conservation officer shall provide on-site instruction of workers in the methods to conserve energy, and shall manage the process for the duration of the Contract.

1. Contractor shall initiate the plan by issuing notices to the parties of the project, installation of meters or other instruments to record usage where practical, and other measures to encourage energy conservation.

2. The energy conservation officer shall report monthly, in writing, the measures taken to effect energy conservation, records or estimates of usage and savings, and other points of interest. Copies of each report shall be distributed to each significant party of the project, including the Contracting Officer.

D. Waste Management Plan: See Section 015240 “Construction Waste Management” for the requirements for the construction management plan.

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work:

1. Contractor to submit resumes of the individual(s) being assigned by the contractor to oversee the project. It is recommended that the Contractor provide personnel who have supervised like construction projects in size and scope for a minimum of three (3) years prior to this project and those references are provided to the Contracting Officer upon award.

2. Refer to (1.8) Submittal for specifics on time, etc when these recommended personnel are to be submitted.

B. Project Coordinator: Provide a full-time project coordinator, experienced in the administration and supervision of building construction, including mechanical and electrical work. The project coordinator shall be authorized to act as the coordinator of construction activities, including but not limited to the following:

1. Scheduling and sequencing of Work.

2. Negotiate price and other changes to the contract.

3. Sharing access to work spaces.

4. Installations.

5. Protection of work.

6. Cutting and patching.

7. Selections for compatibility.

8. Preparation of coordination of drawings.

9. Inspection and tests.

10. Temporary services and facilities.

11. Scheduling and sequencing of mechanical and electrical activities.

12. Sharing access to mechanical and electrical work spaces.

13. Integration of mechanical and electrical work into limited spaces available for mechanical and electrical installations.

14. Protection of mechanical and electrical work.

15. Cutting and patching for mechanical and electrical work.

16. Tolerances for mechanical and electrical work.

17. Preparation of mechanical and electrical coordination drawings.

18. Mechanical and electrical inspections and tests.

19. Utilization of mechanical and electrical temporary services and facilities.

C. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in Division 1 Section "Safety and Health."

D. Energy Conservation Officer: Provide an energy conservation officer whose duties shall consist of developing and implementing a program for minimizing use of energy on the site.

1.6 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place to be determined after award.

Conference shall review responsibilities and personnel assignments.

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Base Civil Engineer.

c. Contracting Officers Representative (COR).

d. Architect & Engineering Firm Representatives.

e. Contractor and Project Superintendent.

f. Major subcontractors if required.

g. Major suppliers if required.

h. Prime Building Occupant Management.

2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Critical work sequencing.

c. Designation of responsible personnel.

d. Procedures for processing field decisions and Change Orders.

e. Procedures for processing Applications for Payment.

f. Distribution of Contract Documents.

g. Submittal of Shop Drawings, Product Data, and Samples.

h. Preparation of Record Documents.

i. Use of the premises.

j. Parking availability.

k. Office, work, and storage areas.

l. Equipment deliveries and priorities.

m. Safety procedures.

n. First aid.

o. Security.

p. Housekeeping and progress cleaning.

q. Working hours.

3. Reporting: No later than 3 working days after the conference, the Contracting Officer shall distribute minutes of the conference to each party present and to other concerned parties, including the Contractor, COR and the A&E firm as a minimum. This may be done by electronic means.

B. Preinstallation Conferences: The Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction.

1. Attendees: In addition to the Contractor's representative, the installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend. Prior to conferences, advise the Contracting Officer of scheduled conference dates.

2. Agenda: Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following.

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

a. Contract Documents.

b. Options.

c. Related Change Orders, including accepted Value Engineering proposals.

d. Purchases.

e. Deliveries.

f. Submittals.

g. Review of mockups.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's recommendations.

m. Warranty requirements.

n. Compatibility of materials.

o. Acceptability of substrates.

p. Temporary facilities and controls.

q. Space and access limitations.

r. Governing regulations.

s. Safety.

t. Testing and inspecting requirements.

u. Required performance results.

v. Protection.

3. Reporting: Contractor shall record significant discussions and agreements and disagreements of each conference. No later than 3 working days after each conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer, COR and Architect.

4. Do not proceed with the installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to the performance of the work, and reconvene the conference at the earliest feasible date.

C. Progress Meetings: The Contractor shall conduct progress meetings at a site, date and time to be determined in conjunction with the Contracting Officer and the COR.

1. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time.

b. Review the present and future needs of each entity present, including but not limited to the following:

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Change Orders.

15) Documentation of information for payment requests.

16) Updating of Record Documents.

3. Reporting: No later than 3 working days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer, COR and Architect. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

D. Coordination Meetings: The Contractor shall conduct project coordination meetings at regular intervals, to verify detailed coordination procedures for the upcoming construction operations in order to avoid potential problems and misunderstandings.

1. Frequency of Meetings: Bi-Weekly (every 2 weeks).

2. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier or other entity involved in coordination or planning construction activities shall be represented. All participants shall be authorized to conclude matters relating to the Work.

3. Agenda: Review the plans and requirements of each entity present, including but not limited to the subjects listed for Progress Meetings.

4. Reporting: No later than 3 working days after each meeting, the Contractor shall distribute minutes of meeting to each party present and to other concerned parties, including the Contracting Officer, COR and the Architect.

1.7 UTILITY SERVICE INTERRUPTIONS

A. Utility Service Interruption Plan: Contractor shall submit a utility service interruption plan for the project. Plan shall include dates and times of each scheduled interruption, with estimated period of outage, list of existing equipment that will be affected by the interruption, proposed sequence of equipment shut-down and start-up, and responsible personnel.

1. Keep interruptions and periods of interruption to a minimum.

2. Schedule interruptions during times when the facility is unoccupied.

PROJECT MANAGEMENT AND COORDINATION 013100 - 7

3. Plan must be approved in writing by the Contracting Officer and COR after consultation with the specific building manager(s). If not approved, consult with the COR, and revise and resubmit the plan until approved.

B. Coordination of Interruptions: Sufficiently in advance (minimum of 72 hours) of each scheduled utility interruption, the Contractor shall issue a notice to all affected parties, confirming each provision of the interruption, or canceling and rescheduling. Coordinate with the Contracting Officer and COR, and confirm that the responsible personnel are prepared to execute the shut-down and start-up of affected existing equipment, prior to each interruption.

1.8 SUBMITTALS

A. Coordination Drawings: Comply with the shop drawing requirements specified in Division 1 Section "Submittal Procedures."

B. Energy Conservation: Within 10 working days after commencement of construction, submit the energy conservation plan, followed by monthly implementation reports.

C. Staff Names: Within 15 calendar days after commencement of construction, submit a list of principal staff assignments, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.

1. Post copies of this list in the project meeting room, temporary field office and at each temporary telephone location.

D. Conference and Meeting Minutes: Within times specified for reporting, distribute minutes to concerned parties.

E. Utility Service Interruptions: No later than 15 calendar days prior to the first planned interruption, submit the utility service interruption plan, followed by confirmed scheduled shutdown notices at least 3 working days prior to each interruption.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

PROJECT MANAGEMENT AND COORDINATION 013100 - 8

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Pollution and air contamination.

7. Water or ice.

8. Chemicals and solvents.

9. Light.

10. Radiation.

11. Puncture.

12. Abrasion.

13. Heavy traffic.

14. Soiling, staining, and corrosion.

15. Bacteria.

16. Rodent and inset infestation.

17. Combustion.

18. Electrical current.

19. High-speed operation.

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft or vandalism.

END OF SECTION 013100

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.

B. Requirements for construction progress scheduling are included in this Section.

C. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities and maintain a consistent and logical correlation between updated schedules and reports.

1.2 CONSTRUCTION PROGRESS SCHEDULING (AF Form 3064)

A. Preliminary Construction Schedule: Prepare a preliminary horizontal bar-chart-type construction schedule for the project. Submit the Preliminary Construction Schedule to the Contracting Officer within 10 working days after the date established for commencement (NTP) of the Contract, unless otherwise required by the Construction Contract Clauses.

1. Provide a separate time bar for each significant construction activity. Coordinate each element on the schedule with other construction activities. Schedule each construction activity in proper sequence.

2. Schedule shall be time-scaled in not more than weekly increments, with the dates of the first day of each week indicated.

3. Completion of the Work shall be indicated in advance of the date established for completion of the Contract.

4. With the submission of the Preliminary Construction Schedule, include a tabulation by date of submittals required during the first 90 calendar days of construction, or show the submittals on the schedule. Include the submittals required to maintain orderly progress of the Work and those required early because of long lead-time for manufacture or fabrication.

B. Contractor's Construction Schedule: Prepare and periodically update a comprehensive, fully developed, horizontal bar-chart-type construction schedule. Base the Contractor's Construction Schedule on the preliminary construction schedule and whatever updating, and feedback received since the start of construction.

1. Submit the initial Contractor's Construction Schedule within 10 working days after the date established for commencement (NTP) of the Contact.

2. Within each construction activity's time bar, indicate estimated completion percentages in not more than 10 percent increments and, as work progresses, place marks in the bars to indicate actual completion percentages.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

3. Cost Correlation: If requested by the Contracting Officer, provide a cost correlation line at the head of the schedule to indicate planned and actual cost. As work progresses, show dollar volume of Work performed as of the dates used for applications for payment.

4. Phasing: Arrange schedule to show how sequence of work is affected by requirements for phased completion, work by separate contractors, work by Government, Government-furnished items, coordination with existing work, limitations of continued occupancies, noninterruptible services, partial completion for occupancy, site restrictions, provisions for future work, seasonal variations, environmental control, and similar provisions of the project.

5. Individual Work Stages: Show significant stages for each category or unit of work, including where applicable, but not necessarily limited to, submittals, purchases, mockups, fabrication, sample testing, deliveries, installation, testing, adjusting, curing, start-up and placement into final use and operation.

6. Area Separations: Arrange the schedule to separately show each major category or unit of work for each major area of construction. Indicate where each major category or unit of work must be sequenced or integrated with other work as necessary for structural completion, permanent space enclosure, and completion of mechanical and electrical work or completion of some other recognized stage of completion for overall work in that area. A major area is defined as a story of construction, a separate building or similar separation.

7. Updating: Provide an updated schedule in conjunction with each project meeting specified in Division 1 Section "Project Management and Coordination." In addition, revise the schedule after each event or activity that causes a significant change in the planned progress of the Work. Highlight or otherwise emphasis revisions for ease of identification.

8. Distribution: Print and distribute copies of the initial Contractor's Construction Schedule, and each updated or revised schedule, to the Contracting Officer, as well as to subcontractors and other parties required to comply with upcoming scheduled dates. Post copies in the project meeting room and temporary field office.

1.3 SUBMITTAL SCHEDULE

A. The submittal schedule shall list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's Construction Schedule and other related documents. The Submittal Schedule (AF Form 66) shall include the following information:

1. Submittal Number.

2. Submittal Description.

3. Related specification section and paragraph numbers.

4. Category of Submittal (Sample, Shop Drawing, Certified Test Report, etc.)

5. Name of Subcontractor, if applicable.

6. Description of the part of the Work covered by the submittal.

7. Corresponding activity or event number on the Contractor's Construction Schedule, if applicable.

8. Scheduled date for first submittal (planned and actual dates).

9. Schedule dates for resubmittal of disapproved submittals (planned and actual…