Attach-6-LSGA112024 Specs 1002B SOW JUL2023.pdf

Florida Air National Guard

EMERGENCY/REPAIR MEDICAL TRAINING BUILDING 1002B

Jacksonville International Airport, Jacksonville, Florida

Project Number: LSGA112024

Statement of Work Specifications

13 JULY 2023

Florida Air National Guard B-3 Contract Document Submission Emergency/Repair Medical Training Building 1002B Specifications Jacksonville International Airport, Florida September 2022

TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 - TABLE OF CONTENTS

SECTION DESCRIPTION

LATEST

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DIVISION 0 BIDDING REQUIREMENTS, CONTRACT FORMS, AND

CONDITIONS OF THE CONTRACT

00 01 07 Seals Page 00 01 10 Table of Contents

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary

01 10 50.01 Hazardous Materials Procedures 01 81 13.13 Sustainable Design Requirements

DIVISION 02 EXISTING CONDITIONS

02 41 19 Selective Demolition

DIVISION 04 MASONRY

04 22 00 Concrete Unit Masonry

DIVISION 05 METALS

05 12 00 Structural Steel Framing

DIVISION 06 WOOD, PLASTICS AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 41 16 Plastic - Laminate - Faced Architectural Cabinets

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation 07 92 00 Joint Sealants

DIVISION 08 OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 41 13 Aluminum-Framed Entrances and Storefronts 08 71 00 Door Hardware 08 80 00 Glazing

DIVISION 09 FINISHES

09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 91 13 Exterior Painting 09 91 23 Interior Painting 09 96 53 Elastomeric Coatings

DIVISION 10 SPECIALTIES

10 11 00 Visual Display Units

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TABLE OF CONTENTS 00 01 10 - 2

SECTION DESCRIPTION

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10 14 23 Room Identification Panel Signage 10 26 00 Wall and Door Protection 10 28 00 Toilet and Bath Accessories 10 44 16 Fire Extinguishers

DIVISION 11 EQUIPMENT

11 31 00 Residential Appliances

DIVISION 12 FURNISHINGS

12 21 13 Horizontal Louver Blinds 12 32 16 Manufactured Plastic-Laminate-Clad Casework

12 36 61.19 Quartz Agglomerate Countertops

DIVISION 21 FIRE SUPPRESSION

21 13 13 Wet-Pipe Sprinkler Systems

DIVISION 22 PLUMBING

22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 19 Meters and Gages for Plumbing Piping

22 05 23.12 Ball Valves for Plumbing Piping 22 05 23.14 Check Valves for Plumbing Piping

22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties

22 11 23.21 Inline, Domestic-Water Pumps 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 33 00 Electric, Domestic-Water Heaters

22 42 13.13 Commercial Water Closets 22 42 16.13 Commercial Lavatories 22 42 16.16 Commercial Sinks

22 42 23 Commercial Showers 22 45 00 Emergency Plumbing Fixtures 22 47 16 Pressure Water Coolers 22 61 13 Compressed Air Piping for Lab and Healthcare 22 62 13 Vacuum piping for Lab and Healthcare

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING

23 05 13 Common Motor Requirements for HVAC Equipment 23 05 17 Sleeves and Sleeve Seals for HVAC Piping 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 09 23 Direct Digital Control System for HVAC 23 23 00 Refrigerant Piping

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SECTION DESCRIPTION

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23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 33 46 Flexible Ducts 23 34 16 Centrifugal HVAC Fans 23 36 00 Air Terminal Units

23 37 13.13 Air Diffusers 23 37 13.23 Registers and Grilles

23 62 00 Packaged Compressor and Condenser Units 23 72 23.19 Packaged Indoor Fixed Plate Energy Recovery Units 23 73 13.13 Indoor, Basic Air-Handling Units

23 81 26 Split-System Air-Conditioners 23 82 39.19 Wall and Ceiling Unit Heaters

DIVISION 26 ELECTRICAL

26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems

26 05 73.13 Short-Circuit Studies 26 05 73.16 Coordination Studies 26 05 73.19 Arc-Flash Hazard Analysis

26 09 23 Lighting Control Devices 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 29 23 Variable-Frequency Motor Controllers 26 36 00 Transfer Switches 26 41 13 Lightning Protection for Structures 26 43 13 Surge Protection for Low-Voltage Electrical Power Circuits 26 51 19 LED Interior Lighting 26 52 19 Emergency and Exit Lighting 26 56 19 LED Exterior Lighting

DIVISION 27 COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems 27 05 28 Pathways for Communications Systems 27 05 29 Hangers and Supports for Communications Systems 27 05 36 Cable Trays for Communications Systems 27 05 44 Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 05 53 Identification for Communications Systems 27 11 00 Communications Equipment Room Fittings 27 11 16 Communications Racks, Frames, and Enclosures 27 13 13 Communications Copper Backbone Cabling 27 13 23 Communications Optical Fiber Backbone Cabling

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SECTION DESCRIPTION

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27 15 13 Communications Copper Horizontal Cabling 27 15 33 Communications Coaxial Horizontal Cabling 27 51 16 Public Address Systems

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 14 Fire Alarm and Mass Notification System

DIVISION 33 UTILITIES

33 05 23 Trenchless Utility Installation

END OF SECTION 00 01 10

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SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Access to site.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and drawing conventions.

8. Safety Requirements

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government facilities.

1.2 PROJECT INFORMATION

A. Project Identification: 1002B Emergency/Repair Medical Training Building

1. Project Location: Jacksonville International Airport, Jacksonville, Florida

B. Owner: Florida Air National Guard.

1. Contracting Officer's Representative (COR):Christopher (Chris) Whelpley, Ph.D.

DS.E.

Deputy Base Civil Engineer 125th FW FL. ANG CES/CD

W: 904.741.7601 DSN: 641.7601

Christopher.whelpley.1@us.af.mil C: 321.960.0999

C. Architect/Engineer: Jacobs Engineering, Inc.

200 South Orange Avenue, Suite 900 Orlando, Florida 32801

(407) 903-5001

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SUMMARY 01 10 00 - 2

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following new work for a complete and usable facility:

1. Demolition of existing interior

2. Construction of new interior partitions, new mechanical system, new electrical system, new telecommunication system, new fire alarm/protection system

3. Ceilings

4. Interior finishes

5. Doors, frames, and hardware

6. Plumbing fixtures

7. Cabinets and counters

8. Medical casework

9. Replacement of existing exterior windows and exterior doors with AT/FP compliant windows, doors, and storefront

10. Repair/paint existing exterior walls

11. Infill exterior openings as shown to match adjacent surface

12. New markerboards and televisions for Training and Testing Space and Conference Room

13. Protect existing standing seam roof during construction. Patch roof where existing equipment/plumbing is demolished. Replacement of damaged downspouts.

14. Minor site demolition and minor site construction.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.4 PHASED CONSTRUCTION

A. The Work shall be conducted a single phase. The Government will vacate the facility as necessary.

1. Contractor shall provide a construction schedule that reflects Government’s priority.

Schedule shall reflect order of Work and timeframe.

1.5 ACCESS TO SITE

A. General: Employees will be required to submit necessary information to obtain entry access badges. Access to building while on-site will be per Florida Air National Guard regulations and may require escort(s).

B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Coordinate construction operations with Contracting Officer's Representative

(COR).

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C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.6 COORDINATION WITH OCCUPANTS

A. Government Occupancy: Government will vacate building(s) during entire construction period. Cooperate with Contracting Officer's Representative (COR) during construction operations to minimize conflicts.

1.7 WORK RESTRICTIONS

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

1. Comply with Government’s limitations on use of facilities and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 4:15 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: Only if approved by Contracting Officer's Representative (COR) 48 hours prior to the Work.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise, vibration, odors, or other disruption to Government.

1. Notify Contracting Officer's Representative (COR) not less than two days in advance of proposed disruptive operations.

2. Obtain Government permission before proceeding with disruptive operations.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

F. Employee Screening: Comply with Government's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Contracting Officer's Representative

(COR).

SUMMARY 01 10 00 - 3

1.8 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:

Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through ADLS by completing the Force Protection CBT.

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SUMMARY 01 10 00 - 4

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. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. 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.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.9 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.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

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HAZARDOUS MATERIALS PROCEDURES 01 10 50.01 - 1

SECTION 01 10 50.01 - HAZARDOUS MATERIALS PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. A key element to the Pollution Prevention program at the site is the control of Hazardous Material (HM). To control HM use, a Hazardous Materials Pharmacy (HAZMART) program has been fully implemented within the installation. The HAZMART focuses on source reduction as the preferred method of pollution prevention. Control of HM includes reducing the number of types and amounts of HM used, and controlling its proper distribution, storage, use, and disposal. The Contractor shall comply with all Federal, state and local Environmental Management System (EMS) environmental standards.

B. Contractor shall establish Hazardous Material (HM) storage and distribution system when HM is to be used.

1. All HM required to support the contract shall be reported to the Hazardous Material Pharmacy (HMP) using the Construction Hazardous Materials Submittal Form in attachment 1 of this specification section.

2. Contractor Construction Hazardous Materials Submittal Form will be provided to the Contractor at or prior to the Pre-Construction meeting.

3. All hazardous materials must be approved by the Installation Hazardous Materials Management Team prior to being brought on base.

4. Additional HM needed by the Contractor shall be identified to the Contracting Officer’s Representative (COR) for approval by the HMP.

C. Contractor shall register the installation HMP prior to start of work using Construction Hazardous Materials Submittal Form in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements.

D. Contractor shall maintain a Construction Hazardous Materials Submittal Form for all HM on the job site for inspection/verification.

E. Contracting Officer's Representative (COR) will verify that the HM identified to the HMP is the only HM in use on the job site.

F. Contractor shall provide the following to the HMP:

1. A list of each material and quantity of material for all proposed HM. Hazardous Material (HM) shall be construed to mean any item that is:

a. A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

b. Regulated in its disposal by federal Environmental Protection Agency (EPA) under

40 CFR.

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HAZARDOUS MATERIALS PROCEDURES 01 10 50.01 - 2

c. Hazardous as defined by federal Department of Transportation (DOT) regulations under 49 CFR.

d. Hazardous as defined by the Dangerous Goods Regulations of the International Air Transport Association.

2. All material safety data sheet (MSDS) for each item on the HM list. This listing shall also be provided electronically by individual MSDS for processing prior to work beginning. These MSDS shall also be maintained in a Binder within the Job Trailer or wherever the construction project is headquartered out of.

3. Examples of hazardous materials used on the job site include, but are not limited to:

a. Petroleum based liquids/gases (gasoline, kerosene, diesel, propane, butane, acetylene, etc.).

b. Adhesives and glues.

c. Shot charges for anchor systems.

d. Volatile solvents (such as PVC cleaner and glues, paint thinners).

e. Non-water-based paints.

f. Liquid sealants.

g. Epoxies and coating systems.

h. Acidic or alkali cleaners.

G. Contractor shall establish a construction-specific HM storage and issue location that fully complies with federal, state and local environmental regulations.

1. Materials issued shall be tracked for quantities used.

2. Unused materials shall be inventoried and removed from Base property prior to close-out of the contract or expiration date of the HM.

3. Reports of materials delivered, used and removed from the installation shall be submitted to the Contracting Officer's Representative (COR) monthly and prior to contract close-out.

H. Contractor shall accompany the Contracting Officer's Representative (COR) and the installation Environmental Manager (EM) on project close-out inspection to ensure all used and unused HM has been removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the government accepting beneficial occupancy of the facility or construction item. (See Attachment 2.)

1.2 SUPPLEMENTS

A. The supplements listed below, following “End of Section,” are part of this specification.

1. Contractor Hazardous Material Identification Form.

2. Contractor Hazardous Material Identification Form Close-Out Procedures.

PART 2 - PRODUCTS (NOT USED)

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PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 10 50.01

FLORIDA AIR NATIONAL GUARD – 202ND RED HORSE SQUADRON December 2019

RESTORATION, MODERNIZATION AND SUSTAINMENT PROGRAM

REPAIR O&T, MEDICAL TRAINING, DINING HALL AND DP BUILDINGS

CAMP BLANDING, FLORIDA

B3 FINAL SUBMISSION

HAZARDOUS MATERIALS PROCEDURES 01 10 50.01- 4

ATTACHMENT 1: Contractor Hazardous Material Identification Form or Electronic Equivalent

END OF ATTACHMENT 1

Part I

REPAIR O&T, MEDICAL TRAINING, DINING HALL AND DP BUILDINGS

CAMP BLANDING, FLORIDA

B3 FINAL SUBMISSION

HAZARDOUS MATERIALS PROCEDURES 01 10 50.01- 5

ATTACHMENT 2

Contractor Hazardous Material Identification Form Close-Out Procedures

Part II

Attach this part to Part I

Contractor shall accompany the Contracting Officer’s Representative (COR) and the Environmental Manager on the close-out inspection to ensure all used and unused HM has been removed from the installation.

Close-out Approval Signatures: Signature Date

Contractor ________________________________ ____________

Contracting Officer’s Representative (COR) ________________________________ ____________

EM (Environmental Manager) ________________________________ ____________

END OF ATTACHMENT 2

REPAIR O&T, MEDICAL TRAINING, DINING HALL AND DP BUILDINGS

CAMP BLANDING, FLORIDA

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HAZARDOUS MATERIALS PROCEDURES 01 10 50.01- 6

THIS PAGE INTENTIONALLY LEFT BLANK

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SUSTAINABLE DESIGN REQUIREMENTS 01 81 13.13 - 1

SECTION 01 81 13.13 - SUSTAINABLE DESIGN REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes general requirements and procedures for compliance with all UFC 1-200-02 - High Performance and Sustainable Building Requirements for Building Design and Construction (HPSB) needed for Project to obtain a compliance with UFC HPSB Guiding Principles Chapter 2 - Building Design and Construction. This shall also include payment of all required fees associated with obtaining compliance. The contractor is responsible for tracking all prerequisites in a manner that is acceptable to the project’s HPSB Administrator.

1. All HPSB prerequisites to obtain compliance depend on material selections and may not be specifically identified as HPSB requirements. Compliance with requirements needed may be used as one criterion to evaluate substitution requests and comparable product requests.

2. Utilize Air Force Compliance HPSB Checklist/Score Sheet https://www.wbdg.org/ffc/af-afcec/sustainable-design-development-sdd/sustainability-tracking-reporting.

B. Related Sections:

1. Divisions 01 through 33 Sections for requirements specific to the work of each of these Sections. Requirements may or may not include reference to HPSB.

1.2 DEFINITIONS

A. Chain-of-Custody Certificates: Certificates signed by manufacturers certifying that wood used to make products was obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship."

Certificates shall include evidence that manufacturer is certified for chain of custody by an FSC-accredited certification body.

B. Regionally Extracted and Manufactured Materials: Regionally manufactured materials made from raw materials that are extracted, harvested, or recovered within a radius of 500 miles from Project site.

C. Recycled Content Value: The recycled content value of a material assembly shall be determined by weight. The recycled fraction of the assembly is then multiplied by the cost of assembly to determine the recycled content value.

1. "Post-consumer" material is defined as waste material generated by households or by commercial, industrial, and institutional facilities in their role as end users of the product, which can no longer be used for its intended purpose.

2. "Pre-consumer" material is defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind, or

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SUSTAINABLE DESIGN REQUIREMENTS 01 81 13.13 - 2

scrap generated in a process and capable of being reclaimed within the same process that generated it.

D. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre-consumer), or after consumer use (post-consumer).

1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials.

2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.

1.3 ADMINISTRATIVE REQUIREMENTS

A. Respond to questions and requests from Architect and the HPSB representative regarding the responsibility of the Contractor, that depend on product selection or product qualities, or that depend on Contractor’s procedures. Contractor shall be prepared to remain available to respond to clarification requests from HPSB during final review.

1.4 ACTION SUBMITTALS

A. General: Submit additional submittals required by other Specification Sections.

B. HPSB submittals are in addition to other submittals. If submitted item is identical to that submitted to comply with other requirements, submit duplicate copies as a separate submittal to verify compliance with indicated HPSB requirements.

C. Complete and submit in notebook and electronic, editable form (interactive PDF) all supporting documentation and verify in writing that documentation has met HPSB requirements.

Contractor is also responsible for completing HPSB documentation. Submit within 60 days following completion of construction.

1.5 INFORMATIONAL SUBMITTALS

A. Project Materials Cost Data: Provide statement indicating total cost for building materials used for Project, excluding labor, overhead, and profit. Include breakout of cost for the following categories of items:

1. Furniture

2. Plumbing

3. Mechanical

4. Electrical

5. Specialty items such as elevators and equipment

6. Wood-based construction materials

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B. HPSB Progress Reports: Concurrent with each Application for Payment, submit reports comparing actual construction and purchasing activities with HPSB action plans.

1.6 QUALITY ASSURANCE

A. HPSB Coordinator: Engage an experienced Professional to coordinate HPSB requirements.

Contractor’s Professional is responsible for completing HPSB documentation and may also serve as waste management coordinator.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Provide products and procedures necessary to obtain HPSB compliance. Although other Sections may specify some requirements that contribute, the Contractor shall determine additional materials and procedures necessary to obtain HPSB compliance.

PART 3 - EXECUTION

3.1 FUNDAMENTAL COMMISSIONING OF THE BUILDING ENERGY SYSTEMS

A. Contractor shall provide Fundamental Commissioning of the Building Energy Systems that includes verification that the building’s energy systems are installed, calibrated, and perform according to the Government’s project requirements, basis of design, and constriction documents.

3.2 CONSTRUCTION ACTIVITY POLLUTION PREVENTION

A. Erosion and Sedimentation Control (ESC) Plan. Prevent the loss of soil during construction, the sedimentation of local waters, and the polluting of air.

3.3 REFRIGERANT AND CLEAN-AGENT FIRE-EXTINGUISHING-AGENT REMOVAL

A. Zero use of chlorofluorocarbon (CFC) or HCFC based refrigerants in new base building HVAC&R (refrigeration) systems.

B. No use of CFC or HCFC based refrigerants, or fire extinguishers containing HCFCs or halons.

3.4 CONSTRUCTION WASTE MANAGEMENT

A. Comply with Division 01 Section "Construction Waste Management and Disposal."

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3.5 CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT

A. Comply with SMACNA's "SMACNA IAQ Guideline for Occupied Buildings under Construction."

1. If Government authorizes use of permanent heating, cooling, and ventilating systems during construction period as specified in Division 01 Section "Temporary Facilities and Controls," install filter media having a MERV 8 according to ASHRAE 52.2 at each return-air inlet for the air-handling system used during construction.

2. Replace all air filters immediately prior to occupancy with MERV 13 rated filters.

B. Comply with one of the following requirements:

1. After construction ends, prior to occupancy and with all interior finishes installed, perform a building flush-out by supplying a total volume of 14000 cu. ft. of outdoor air per sq. ft. of floor area while maintaining an internal temperature of at least 60 deg F and a relative humidity no higher than 60 percent.

2. If occupancy is desired prior to flush-out completion, the space may be occupied following delivery of a minimum of 3500 cu. ft. of outdoor air per sq. ft. of floor area to the space. Once a space is occupied, it shall be ventilated at a minimum rate of 0.30 cfm per sq. ft. of outside air. During each day of the flush-out period, ventilation shall begin a minimum of three hours prior to occupancy and continue during occupancy. These conditions shall be maintained until a total of 14000 cu. ft./sq. ft. of outside air has been delivered to the space.

3. Calculations must be performed by the Contractor to determine length of flush-out needed in order to incorporate the necessary time into the overall project schedule.

4. Air-Quality Testing:

a. Conduct baseline indoor-air-quality testing, after construction ends and prior to occupancy, using testing protocols consistent with the EPA's "Compendium of Methods for the Determination of Air Pollutants in Indoor Air."

b. Demonstrate that the contaminant maximum concentrations listed below are not exceeded:

1) Formaldehyde: 50 ppb.

2) Particulates (PM10): 50 micrograms/cu. m.

3) Total Volatile Organic Compounds (TVOC): 500 micrograms/cu. m.

4) 4-Phenylcyclohexene (4-PH): 6.5 micrograms/cu. m.

5) Carbon Monoxide: 9 ppm and no greater than 2 ppm above outdoor levels.

c. For each sampling point where the maximum concentration limits are exceeded, conduct additional flush-out with outside air and retest the specific parameter(s) exceeded to indicate the requirements are achieved. Repeat procedure until all requirements have been met. When retesting noncomplying building areas, take samples from same locations as in the first test.

d. Air-sample testing shall be conducted as follows:

1) All measurements shall be conducted prior to occupancy but during normal occupied hours, and with building ventilation system starting at the normal

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daily start time and operated at the minimum outside air flow rate for the occupied mode throughout the duration of the air testing.

2) Building shall have all interior finishes installed including, but not limited to, millwork, doors, paint, carpet, and acoustic tiles. Nonfixed furnishings such as workstations and partitions are encouraged, but not required, to be in place for the testing.

3) Number of sampling locations will vary depending on the size of building and number of ventilation systems. For each portion of building served by a separate ventilation system, the number of sampling points shall not be less than one per 25,000 sq. ft. or for each contiguous floor area, whichever is larger, and shall include areas with the least ventilation and greatest presumed source strength.

4) Air samples shall be collected between 3 and 6 feet from the floor to represent the breathing zone of occupants, and over a minimum four-hour period.

END OF SECTION 01 81 13.13

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SELECTIVE DEMOLITION 02 41 19 - 1

SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure (refer to plans for additional information).

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1.4 INFORMATIONAL SUBMITTALS

A. Engineering Survey: Submit engineering survey of condition of building.

B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection. Indicate proposed locations and construction of barriers.

C. Schedule of selective demolition activities with starting and ending dates for each activity.

D. Predemolition photographs or video.

E. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.5 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.6 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

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B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Perform or Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or

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unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

C. Inventory and record the condition of items to be removed and salvaged.

3.2 PREPARATION

A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off utilities with utility companies; coordinate with Contracting Officer's Representative (COR).

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove electrical, plumbing, and HVAC systems, equipment, and components required to perform the work.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Provide temporary weather protection to maintain dry and temperature-controlled facility throughout demolition and reconstruction.

C. Remove temporary barricades and protections when hazards no longer exist.

3.5 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

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Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 74 19 "Construction Waste Management and Disposal."

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.

3.6 CLEANING

A. Remove demolition waste materials from Project site and recycle or dispose of them according to Section 01 74 19 "Construction Waste Management and Disposal."

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 02 41 19

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SECTION 04 22 00 - CONCRETE UNIT MASONRY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

1. Concrete masonry units.

2. Mortar and grout.

3. Steel reinforcing bars.

4. Masonry-joint reinforcement.

5. Embedded flashing.

6. Miscellaneous masonry accessories.

7. Masonry-cell fill.

1.3 DEFINITIONS

A. CMU(s): Concrete masonry unit(s).

B. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For the following:

1. Masonry Units: Show sizes, profiles, coursing, and locations of special shapes.

2. Reinforcing Steel: Detail bending, lap lengths, and placement of unit masonry reinforcing bars. Comply with ACI 315. Show elevations of reinforced walls.

3. Fabricated Flashing: Detail corner units, end-dam units, and other special applications.

C. Samples for Verification: For each type and color of the following:

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1. CMUs.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For testing agency.

B. Material Certificates: For each type and size of the following:

1. Masonry units.

a. Include data on material properties.

b. For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units.

2. Integral water repellant used in CMUs.

3. Cementitious materials. Include name of manufacturer, brand name, and type.

4. Mortar admixtures.

5. Preblended, dry mortar mixes. Include description of type and proportions of ingredients.

6. Grout mixes. Include description of type and proportions of ingredients.

7. Reinforcing bars.

8. Joint reinforcement.

9. Anchors, ties, and metal accessories.

C. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients.

1. Include test reports for mortar mixes required to comply with property specification. Test according to ASTM C109/C109M for compressive strength, ASTM C1506 for water retention, and ASTM C91/C91M for air content.

2. Include test reports, according to ASTM C1019, for grout mixes required to comply with compressive strength requirement.

D. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to

TMS 602/ACI 530.1/ASCE 6.

E. Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with requirements.

1.7 QUALITY ASSURANCE

A. Testing Agency Qualifications: Qualified according to ASTM C1093 for testing indicated.

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1.8 DELIVERY, STORAGE, AND HANDLING

A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store aggregates where grading and other required characteristics can be maintained, and contamination avoided.

D. Deliver preblended, dry mortar mix in moisture-resistant containers. Store preblended, dry mortar mix in delivery containers on elevated platforms in a dry location or in covered weatherproof dispensing silos.

E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.9 FIELD CONDITIONS

A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress.

1. Extend cover a minimum of 24 inches down both sides of walls, and hold cover securely in place.

B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns.

C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry.

D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in

TMS 602/ACI 530.1/ASCE 6.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required.

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B. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate.

2.2 PERFORMANCE REQUIREMENTS

A. Provide structural unit masonry that develops indicated net-area compressive strengths at 28 days.

1. Determine net-area compressive strength of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to

TMS 602/ACI 530.1/ASCE 6.

2.3 UNIT MASONRY, GENERAL

A. Masonry Standard: Comply with TMS 602/ACI 530.1/ASCE 6 except as modified by requirements in the Contract Documents.

B. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated. Do not use units where such defects are exposed in the completed Work.

2.4 CONCRETE MASONRY UNITS

A. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated.

1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.

2. Provide bullnose units for outside corners unless otherwise indicated.

B. Integral Water Repellent: Provide units made with integral water repellent for exposed units.

1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested according to ASTM E514/E514M as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive, with test period extended to 24 hours, shall show no visible water or leaks on the back of test specimen.

C. CMUs: ASTM C90.

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2800 psi.

2. Density Classification: Normal weight.

3. Size (Width): Manufactured to dimensions 3/8 inch less-than-nominal dimensions.

4. Exposed Faces: Provide color and texture matching the range represented by COR’s sample.

5. CMU shall be single score masonry to match the existing building’s masonry walls.

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2.5 MASONRY LINTELS

A. General: Provide one of the following:

B. Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs matching adjacent CMUs in color, texture, and density classification, with reinforcing bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and installing.

Temporarily support built-in-place lintels until cured.

2.6 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C150/C150M, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.

1. Alkali content shall not be more than 0.1 percent when tested according to ASTM C114.

B. Hydrated Lime: ASTM C207, Type S.

C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients.

D. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C979/C979M. Use only pigments with a record of satisfactory performance in masonry mortar.

E. Aggregate for Mortar: ASTM C144.

1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone.

F. Aggregate for Grout: ASTM C404.

G. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs containing integral water repellent from same manufacturer.

H. Water: Potable.

2.7 REINFORCEMENT

A. Uncoated Steel Reinforcing Bars: ASTM A615/A615M, Grade 60.

B. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells and to hold reinforcing bars in center of cells. Units are formed from 0.148-inch steel wire, hot-dip galvanized after fabrication. Provide units designed for number of bars indicated.

C. Masonry-Joint Reinforcement, General: Ladder type complying with ASTM A951/A951M.

1. Interior Walls: Mill- galvanized carbon steel.

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2. Exterior Walls: Hot-dip galvanized carbon steel.

3. Wire Size for Side Rods: 0.148-inch diameter.

4. Wire Size for Cross Rods: 0.148-inch diameter.

5. Spacing of Cross Rods: Not more than 16 inches o.c.

6. Provide in lengths of not less than 10 feet, with prefabricated corner and tee units.

2.8 TIES AND ANCHORS

A. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated:

1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A82/A82M, with ASTM A153/A153M, Class B-2 coating.

2.9 EMBEDDED FLASHING MATERIALS

A. Flashing: Provide flashing as follows:

1. Match existing flashing materials.

2.10 MISCELLANEOUS MASONRY ACCESSORIES

A. Compressible Filler: Premolded filler strips complying with ASTM D1056, Grade 2A1;

compressible up to 35 percent; of width and thickness indicated; formulated from neoprene.

B. Preformed Control-Joint Gaskets: Made from PVC, complying with ASTM D2287, Type PVC- 65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall;

size and configuration as indicated.

C. Bond-Breaker Strips: Asphalt-saturated felt complying with ASTM D226/D226M, Type I (No. 15 asphalt felt).

2.11 MASONRY-CELL FILL

A. Loose-Fill Insulation: Perlite complying with ASTM C549, Type II (surface treated for water repellency and limited moisture absorption) or Type IV (surface treated for water repellency and to limit dust generation).

2.12 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout.

2. Use portland cement-lime mortar unless otherwise indicated.

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B. Mortar for Unit Masonry: Comply with ASTM C270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated.

1. For masonry…