Attachment_B_-_Technical_Specifications_Issued_for_Construction.pdf

ATTACHMENT B:

TECHNICAL SPECIFICATIONS

ISSUED FOR CONSTRUCTION

FOR

AEROSPACE COMMUNICATIONS FACILITY

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

GLENN RESEARCH CENTER

21000 BROOKPARK ROAD, CLEVELAND, OHIO 44135

NASA Glenn Research Center Aerospace Communications Facility April 25, 2019

Issued for Construction Technical Specifi cations

NASA GRC Aerospace Communications Facility - COF20552 NASAGRCACF

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.98 SUMMARY OF WORK

01 30 00.98 ADMINISTRATIVE REQUIREMENTS

01 31 19.98 PROJECT MEETINGS

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26.98 GENERAL SAFETY REQUIREMENTS

01 35 43.98 ENVIRONMENTAL PROTECTION PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.98 QUALITY CONTROL

01 45 33.01 98 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES FOR

WELDING OF PRESSURE PIPING

01 45 35 SPECIAL INSPECTIONS

01 50 00.98 TEMPORARY FACILITIES AND CONTROLS

01 57 23.98 TEMPORARY STORM WATER POLLUTION CONTROL

01 60 00.98 PRODUCT REQUIREMENTS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00.98 STARTING AND ADJUSTING

01 78 00.98 CLOSEOUT SUBMITTALS

01 78 23.98 OPERATION AND MAINTENANCE DATA

01 86 12.07 98 RELIABILITY CENTERED ACCEPTANCE FOR MECHANICAL SYSTEMS

01 86 26.07 40 RELIABILITY CENTERED ACCEPTANCE FOR ELECTRICAL SYSTEMS

01 91 00.00 98 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00.98 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

PROJECT TABLE OF CONTENTS Page 1

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 42 13 METAL WALL PANELS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00.98 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 36 13 GLAZED VERTICAL BIFOLD DOORS

08 41 13 ALUMINUM-FRAMED STOREFRONTS

08 42 33 REVOLVING DOOR ENTRANCES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 44 23 FIRE-RATED STEEL CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT WALL BASE AND ACCESSORIES

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

09 69 19 STRINGERLESS ACCESS FLOORING

09 90 00.00 98 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 53 13 LABORATORY FUME HOODS

DIVISION 12 - FURNISHINGS

12 35 53 LABORATORY CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 49 21 WIRELESS SYSTEMS RF SHIELDING

PROJECT TABLE OF CONTENTS Page 2

13 49 22 NEAR FIELD AND COMPACT ANTENNA RANGE SHIELDING

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 19.00 20 PREACTION FIRE SPRINKLER SYSTEMS

21 30 00.98 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00.98 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 07 19.00 98 PLUMBING INSULATION

22 13 29 SANITARY SEWERAGE PUMPS

22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING PROCEDURES

22 15 14.00 98 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

22 66 53.00 40 LABORATORY CHEMICAL-WASTE AND VENT PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00.00 98 GENERAL MECHANICAL PROVISIONS

23 03 00.00 98 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93.98 TESTING, ADJUSTING AND BALANCING

23 07 00.98 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 98 COMMISSIONING OF HVAC SYSTEMS

23 11 25.00 98 FACILITY GAS PIPING SYSTEMS

23 21 13.98 PUMPS: HYDRONIC, CENTRIFUGAL

23 23 00.98 REFRIGERANT PIPING SYSTEMS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 52 16 CONDENSING BOILERS

23 57 00 HEAT EXCHANGERS FOR HVAC

23 57 10.98 HEATING HOT WATER SYSTEMS

23 64 23 MODULAR SCROLL CHILLERS

23 64 26.00 98 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 73 14 CUSTOM CENTRAL-STATION AIR-HANDLING UNITS

23 81 47.98 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 26 CHILLED BEAMS

23 83 18 RADIANT HYDRONIC PANELS

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

25 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

25 09 23.98 DIRECT DIGITAL CONTROL (EMCS) FOR HVAC AND OTHER BUILDING

SYSTEMS

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

PROJECT TABLE OF CONTENTS Page 3

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 00.00 98 BASIC ELECTRICAL MATERIALS, METHODS, AND PROVISIONS

26 05 05.98 FIRESTOPPING

26 05 13.00 98 MEDIUM-VOLTAGE CABLES

26 05 19.00 INSULATED WIRE AND CABLE

26 05 26.98 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 COMMISSIONING OF ELECTRICAL

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 09 43.98 PROGRAMMABLE LIGHTING CONTROL SYSTEM

26 10 00.98 LOAD BREAK SWITCHES

26 11 16 SECONDARY UNIT SUBSTATIONS

26 12 16.98 MEDIUM-VOLTAGE TRANSFORMERS, DRY TYPE

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 22 14.98 DISTRIBUTION TRANSFORMERS

26 23 00.00 98 SWITCHGEAR

26 24 13 SWITCHBOARDS

26 24 16.00 40 PANELBOARDS

26 27 13.10 30 ELECTRIC METERS

26 27 39.98 ELEVATOR POWER MODULE AND WIRING

26 28 01.00 COORDINATED POWER SYSTEM PROTECTION

26 28 16.98 DISCONNECT SWITCHES

26 29 23.98 VARIABLE-FREQUENCY MOTOR CONTROLLERS FOR HVAC

26 32 13.17 98 NATURAL GAS-GENERATOR SET

26 36 23.00 98 AUTOMATIC TRANSFER SWITCHES

26 41 01.00 98 LIGHTNING PROTECTION SYSTEM

26 43 13.98 SURGE PROTECTIVE DEVICES (SPD’S) FOR LOW-VOLTAGE

ELECTRICAL POWER CIRCUITS

26 50 01.98 LIGHTING

26 52 00.00 98 EMERGENCY LIGHTING

26 53 00.00 98 EXIT LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 00.98 FIRE-ALARM SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00.98 EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 23 01.98 EXCAVATING, BACKFILLING, AND COMPACTING FOR STRUCTURES

31 23 02.98 EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES

31 23 23.33 98 FLOWABLE FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16.16 BASE COURSE FOR RIGID PAVING

32 16 13.98 EXTERIOR CONCRETE SLABS, WALKS, AND CURBS

32 17 24.98 PAVEMENT MARKINGS

PROJECT TABLE OF CONTENTS Page 4

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 00.98 TURF AND GRASSES

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00.98 WATER DISTRIBUTION

33 11 23.98 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00.98 SANITARY SEWERS

33 40 00.98 STORM DRAINAGE UTILITIES

33 70 02.00 98 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

SECTION 01 11 00.98

SUMMARY OF WORK

06/16

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project consists of providing the labor, equipment, and materials necessary to construct a new, approximately 55,000 GSF, Aerospace Communications Facility (ACF) at the NASA Glenn Research Center (GRC) in Cleveland, Ohio.

The building will be constructed in the West Area of the GRC, in the location of an existing open storage area (area 315). The building is comprised of a cast-in-place concrete laboratory wing (two-stories plus basement), an RF-shielded precast concrete high-bay antenna range, and a double-height steel framed entry. The roof of the laboratory wing will be equipped with a steel framed platform for the future installation of communications antennas.

Support facility construction includes, but is not limited to: selective removal of existing paved surfaces, site fencing and landscaping; site preparation; curbs and roadways; parking areas; pedestrian walkways;

geothermal well field; storm drainage and bioretention area; and landscaping.

Supporting utilities to the site include the extension of: potable water;

natural gas; sanitary sewers; low voltage electrical cabling through existing manholes and new underground duct banks; and communications cabling through existing and new communications duct banks and manholes.

Refer to each contract design drawing and specification section for specific construction requirements. This project is required to be LEED Gold under the USGBC LEED-NC version 2009 Rating System and to meet the US DOE ISWG Guiding Principles for High Performance and Sustainable Buildings.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with the paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Site Specific Health and Safety Plan (HASP) G Utility Outages G Confined Space Permits G Connection Requests G Digging, Excavating, and Trenching Permits G Soil Relocation Form Permits G

SECTION 01 11 00.98 Page 1

Hot Work Permits G

1.3 CONTRACT DRAWINGS

Contractors shall purchase Contract Drawings and Specifications from vendor. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies. The drawings dated 04/25/2019 and listed on drawing 0330-COF20552-G-001, TITLE SHEET, accompany this specification and are part thereof.

1.4 WORK RESCHEDULING

Contractor shall allow for a maximum of 5 days where construction activity is prohibitive. Further allowance for 5 days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted. Government will provide 24 hour notification each time the restrictions are invoked.

The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the work by the contractor. Labor or materials which are necessary to produce the design intent, even though not specifically mentioned in the Contract Documents, shall be included in the work.

Contractor shall immediately check furnished drawings and notify the government of any discrepancies.

Normal duty hours for work shall be from 7 a.m. to 3:30 p.m., Monday through Friday, Federal holidays not withstanding. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period. Special permission will be given in other circumstances on a case by case basis.

1.5 OPTIONS

The following summarizes the options for this project:

1.5.1 Option No. 1: Exterior Stair

This option includes all work and materials to construct an exterior stair from the second floor to the roof top antenna platform as indicated on drawing sheets 0330-COF20552-A-412, S-516, E-113, E-133, and TY-103. The work shall include: galvanized steel stair structure and thermal break connections; galvanized steel bar grating landings, treads and risers, and guardrails; stainless steel handrails; handrail lighting; glazed aluminum entrance door and hardware, including card reader at both sides of door;

safety interlock and warning lighting; and security cameras to monitor door.

1.5.2 Option No. 2: Electric Vehicle Charging Station

This option includes all work and materials to provide an electric vehicle charging station at the parking area as indicated on drawing sheets 0330-COF20552-A-010, C-107, and E-101. The work shall include: one electric vehicle charging station, wiring and connections (Basis of Design: CT4021 Bollard Charging Station by ChargePoint, Inc. to service two parking spaces), two 6 inch galvanized steel pipe bollards meeting the

SECTION 01 11 00.98 Page 2 requirements of Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS, parking space striping, and EV parking space signage. Deduct signage and striping for three low-emitting, fuel-efficient parking spaces indicated in the Base Bid.

1.5.3 Option No. 3: Low-Oxygen Detection System

This option includes all work and materials to provide a low-oxygen detection system at Cryo/SQIF 222 as indicated on drawing sheets 0330-COF20552-E-133 and E-613. The work shall include: low-oxygen detector, warning light, wiring and power, and interface to building fire alarm system.

1.5.4 Option No. 4: Roof Opening for Antenna Mounting

This option includes all work and materials to provide an opening in the roof to accommodate a future owner furnished, owner installed antenna as indicated on drawing sheets 0330-COF20552-A-516 and S-104. The work shall include: structural opening in roof deck, prefabricated roof curb and closure, flashing and counterflashing, structural framing for antenna platform opening and removable section of platform grating.

1.5.5 Option No. 5: Electronic Security Devices

This option includes all work and materials for electronic security devices, including video surveillance cameras, access control card readers, intrusion detection sensors, access control panel hardware and Medeco XT door hardware as indicated on the TY-series drawings and specification sections 08 71 00 DOOR HARDWARE, and 28 10 05 ELECTRONIC SAFETY AND SECURITY. Infrastructure to support electronic security devices including conduit, back boxes, data jacks and wiring shall be part of the Base Bid.

1.5.6 Option No. 6: Architectural Outfitting Items

This option includes furnishing and installing janitorial storage shelving, interior signage, and exterior signage as indicated on drawing sheets 0330-COF20552 A-012, A-401, A-603, and A-604, and as specified in sections 10 14 00.10 EXTERIOR SIGNAGE, 10 14 00.20 INTERIOR SIGNAGE, and

10 28 13 TOILET ACCESSORIES.

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

SECTION 01 11 00.98 Page 3

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environment quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.6.1 US Department of Energy Guiding Principles

Provide complete project in compliance with US DOE ISWG Guiding Principles

- High Performance and Sustainable Buildings Guidance. Refer to Section 01 33 29 SUSTAINABILITY REPORTING for Guiding Principles HPSB Checklist.

1.6.2 Independent Verification

1.6.2.1 US Green Building Council (USGBC)-- LEED (tm) Rating System

Provide complete project in compliance with USGBC LEED-NC (tm) v2009, level gold requirements. Refer to Section 01 33 29 SUSTAINABILITY REPORTING for LEED Checklist.

1.7 ON-SITE PERMITS

1.7.1 Utility Outages and Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 working days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.7.2 Hot Work, Excavation and Confined Space Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Hot Work Permits 7 days prior to work NASA Forms C-7A & C-7B Confined Space 14 days prior to work NASA Form C-199 Excavation Permit 21 days prior to work NASA Form C-927 Crane Permits 30 days prior to work Crane Permit

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted.

PART 2 PRODUCTS

2.1 Basis-of-Design Product Specifications

Basis-of-Design products are indicated in the drawings and specifications

SECTION 01 11 00.98 Page 4 to clarify design intent, describe technical requirements and to establish a minimum quality level and performance requirements. This shall not preclude the Contractor from providing products that meet or exceed the salient physical, functional, or performance characteristics of the named products.

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.98 Page 5

SECTION 01 30 00.98

ADMINISTRATIVE REQUIREMENTS

12/12

PART 1 GENERAL

1.1 SUMMARY

A. This section includes:

1. Project management and coordination.

2. Construction progress documentation.

3. Submittal procedures and general requirements for Submittals.

1.2 PROJECT MANAGEMENT AND COORDINATION - ENVIRONMENTAL

A. Contractor's Environmental Manager: Designate an on-site party responsible for overseeing the Contractor's conformance to environmental goals for the project and implementing procedures for environmental protection.

1. Qualifications: Minimum 5 years construction experience on projects of similar size and scope; minimum 3 years experience with environmental procedures similar to those of this project; familiarity with Environmental Management Systems (EMS's) such as ISO 14001;

familiarity with environmental regulations applicable to construction operations.

2. Responsibilities: Responsibilities shall include:

a. Compliance with applicable Federal, State and local environmental regulations, including maintaining required documentation.

b. Implementation of the Waste Management Plan.

c. Implementation of the IAQ Management Plan.

d. Implementation of the Environmental Protection Plan.

e. Training for Contractor personnel in accordance with their position requirements.

f. Monitoring and documentation of environmental procedures.

B. Occupational Health and Safety Professional: The Safety Professional is considered essential to the work being performed under this contract. They shall have at least five (05) years of experience as an Occupational Health and Safety Professional. This shall include in the field experience as well as in the office putting together Health and Safety Plans. They shall have at least the OSHA 30 Hour training. They shall have completed industrial hygiene coursework, such as AIHA training in Fundamentals of Industrial Hygiene or equivalent. They also shall have knowledge of OSHA Excavation, Trenching, Shoring, Fall Protection, Fall Arrest Systems, Scaffolding, Steel Erection Safety, Cranes, Lead Abatement, Mold, Indoor Air Quality, Respiratory Protection, and identifying job site exposures.

The Contractor shall identify the Safety Professional in writing to the Contracting Officer's representative (COR) prior to the preconstruction conference. This Safety Professional shall be dedicated solely to this contract and shall be on site full time whenever work is being performed under this contract.

SECTION 01 30 00.98 Page 1

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel;

View location map;

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.5 CONTRACTOR PERSONNEL REQUIREMENTS

1.5.1 Subcontractors and Personnel

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

1.5.2 Identification Badges

Temporary identification badges, if required, will be furnished without charge. Application for and use of badges will be as directed.

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

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified project manager and at least one project superintendent, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work until the work is completed and accepted. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills. The roles of project manager and superintendent cannot be performed by the same person. The project manager and superintendent shall be full time, dedicated solely to this contract.

1.6.2 Project Manager Qualifications

The project manager must have a minimum of 5 years experience on projects of this type or similar in size and complexity. The individual must have experience in the areas of hazard identification and safety compliance.

The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate project manager are the same as for the project manager. The Contracting Officer may request proof of the project manager's qualifications at any point in the project if the performance of the

SECTION 01 30 00.98 Page 2 project manager is in question.

1.6.3 Superintendent Qualifications

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

1.6.4 Non-Compliance Actions

The Project Manager and Project Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.8 FACILITY TURNOVER PLANNING MEETINGS

Key personnel will meet to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre Construction Conference meeting and convene the Facility Turnover Meetings once the project has reached approximately 75% completion or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first. The Contracting Officer's Representative will lead the meetings and guide discussions based on an agenda provided by the Government. The facility Turnover effort shall include the following:

a. Facility Turnover Meetings

1. Fill in the Checklist including Contractor, Client, and NASA Checklist Items and assign a person responsible for each item and a due date. The Contractor's Representative will facilitate the assignment of responsibilities and fill out the NASA Checklist.

2. Review the Contractor's updated schedule. The Contractor shall develop a plan for the completion of all Contractor, Client, and NASA Checklist items.

3. Confirm that all Checklist items will be completed on time for

SECTION 01 30 00.98 Page 3 the scheduled Facility Turnover.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor, and their subcontractors. Key personnel from NASA Management, the Government Design and Construction team and Subject Matter Experts, the Contractor and Subcontractors, the Lead Designer, and the Designer of Record will be invited to participate in the Partnering process. The partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide information on the Partnering process and a list of key and optional personnel who should attend the Partnering meeting.

1.9.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. Partnering sessions shall be held at a location outside, but near, the NASA Glenn Research Center.

Location shall be agreed upon by the Contracting Officer and the Contractor. Each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved.

a. Schedule the Initial Partnering Session for a duration of two day minimum. It may take place concurrently with the Pre-Construction Meeting.

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.

Follow-on meetings may be held concurrently with other scheduled meetings. The same Facilitator from the Initial Partnering session shall be used to achieve best results and for continuity.

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this

SECTION 01 30 00.98 Page 4 contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of campus conditions when emergency conditions warrant. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 30 00.98 Page 5

SECTION 01 31 19.98

PROJECT MEETINGS

12/12

PART 1 GENERAL

1.1 SUMMARY

The requirements of this Section apply to, and are a component part of, each section of the specifications.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submmit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Submittal Schedule; G

A Project Submittal Schedule shall be submitted in accordance with paragraph entitled, "Project Meetings," of this section.

1.3 PRECONSTRUCTION CONFERENCE

The Contractor shall attend a preconstruction conference scheduled by the Contracting Officer. Work shall not commence prior to the conference.

Subcontractor representatives shall attend.

Discussion shall address project orientation, personnel contact, safety issues, permits, deficiencies, and the location of the Contractor's office.

1.4 PROJECT MEETINGS

The Contractor shall attend weekly project meetings scheduled by the Government. Subcontractor representatives shall attend.

Prepare a Two-Week Planning Schedule for each weekly project meeting.

highlighting utility outages, material deliveries, subcontractors onsite, equipment on site, coordination issues and updates to the master schedule described in Section 01 33 00, "Submittal Procedures".

Meeting Minutes shall be kept by the Quality Assurance Specialist (QA) and distributed after concurrence by the Project Manager.

A Monthly Progress Report shall be submitted by the contractor to NASA which addresses the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 31 19.98 Page 1

SECTION 01 31 19.98 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

03/15

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component part of, each section of the specifications for projects completed at Glenn Research Center (GRC) and Plum Brook Station (PBS).

1.2 SUBMITTALS

A standard contractor developed transmittal form shall be used to transmit each submittal.

Submittal Description (SD): Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the Contractor explaining in detail specific portions of the work required by the contract.

The following items, SD-01 through SD-11, are descriptions of data to be submitted for the project. The requirements to actually furnish the applicable items will be called out in each specification.

However, as a minimum, provide test reports, installation, operation and maintenance submittals and manuals. Equipment actually installed will be clearly marked.

Submittals may be provided in an electronic format such as PDF's on some NASA projects. The Contractor will receive additional information on processing electronic submittals at the preconstruction conference.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

A Submittal Register has been included at the end of this section for the Contractor's convenience. Missing or incomplete information in the register does not relieve the Contractor of the responsibility to provide all submittals listed in Part 1 of each specification section.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational

SECTION 01 33 00 Page 1 aspects of the work. Upon approval by the Government, shop drawings shall be provided in an electronic pdf file format.

SD-03 Product Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. Upon approval by the Government, this data shall be provided in an electronic pdf file format.

SD-04 Samples

Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Design calculations, mix design analyses, or other data, written in nature, and pertaining to a part of the work.

SD-06 Test Reports

Written reports of a manufacturer's findings of his product during field inspections, attesting that the products are installed in accordance with the manufacturer's installation instructions, shop drawings, or other manufacturer's requirements. Written reports by a general contractor or his subcontractors including daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

SD-07 Certificates

A document, required of the Contractor, or through the Contractor by way of a supplier, installer, manufacturer, or other Lower Tier Contractor, the purpose of which is to further the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verification of quality.

Statements signed by responsible officials of a manufacturer of a product, system, or material attesting that the product, system or material meet specified requirements. Statements must be dated after the award of this contract, name the project, and list the specific requirements which it is intended to address.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system, or material, including special notices and material safety data sheets, if any concerning impedances, hazards, and safety precautions. These materials shall be provided in an electronic pdf file format.

SD-09 Manufacturer's Field Reports

A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the

SECTION 01 33 00 Page 2 job site, on a portion of the work, during or after installation.

Report must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test. These materials shall be provided in an electronic pdf file format).

SD-10 Operation and Maintenance Data

Data intended to be incorporated in an operations and maintenance manual. Operation and Maintenance Data shall be provided in an electronic pdf file format.

For each new mechanical or electrical equipment provided, a completed NASA MAXIMO Asset Data Sheet(MADS)Form shall be submitted.

SD-11 Closeout Submittals

Special requirements necessary to properly close out a construction contract. For example, as-built record drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.3 PREPARATION

1.3.1 Marking

Prepare, review and stamp with Contractor's approval all specified submittals.

Permanently mark each submittal to identify it by contract number; NASA Project I.D. number; transmittal date; Contractor's, Subcontractor's, and supplier's name, address(es) and telephone number(s); submittal name;

specification or drawing reference; and similar information to distinguish it from other submittals. Submittal identification shall include space to receive the review action by the Contracting Officer.

1.3.2 Drawing Format

Drawing submittals shall be prepared on NASA GRC AutoCAD electronic standard title block frame not less than 11 by 17 inches nor larger than 24 by 36 inches in size. Drawings shall be prepared to accurate size, with scale indicated, unless other form is required.

Copies of each drawing shall have the following information clearly marked thereon:

a. Job name, which shall be the general title of the contract drawings.

b. Date of the drawings and revisions.

c. Name of Contractor.

d. Name of Subcontractor.

e. Name of the item, material, or equipment detailed thereon.

SECTION 01 33 00 Page 3

f. Submittal number (e.g., first submittal to last submittal) in a uniform location adjacent to the title block.

g. Specification section to which submittal applies.

h. Government contract number shall appear in the margin, immediately below the title block.

Drawings shall be numbered in accordance with NASA GRC standards. Each drawing shall bear the number of the submittal in a uniform location adjacent to the title block. Government contract number shall appear in the margin, immediately below the title block, for each drawing.

A blank space, no smaller than 2 inches shall be reserved on the right hand side of each sheet for the Government disposition stamp. Submit electronically in PDF format.

1.3.3 Data Format

Required data submittals for each specific material, product, unit of work, or system shall be collected into a single submittal and marked for choices, options, and portions applicable to the submittal. Marking of each copy of product data submitted shall be identical. Partial submittals will [not] be accepted for expedition of construction effort.

1.3.4 Samples

Samples shall be physically identical with the proposed material or product to be incorporated in the work, fully fabricated and finished in the specified manner, and full scale. Where variations in color, finish, pattern, or texture are inherent in the material or product represented by the sample, multiple units of the sample, showing the near-limits of the variations and the "average" of the whole range (not less than 3 units), shall be submitted. Each unit shall be marked to describe its relation to the range of the variation. Where samples are specified for selection of color, finish, pattern, or texture, the full set of available choices shall be submitted for the material or product specified. Sizes and quantities of samples shall represent their respective standard unit.

1.4 SUBMISSION REQUIREMENTS

1.4.1 Schedules

Within 15 calendar days of notice to proceed , provide, for approval by the Contracting Officer, the following schedule of submittals:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings.

Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

SECTION 01 33 00 Page 4

c. Submittals called for by the contract documents will be listed on one of the above schedules. If a submittal is called for but does not pertain to the contract work, the Contractor shall include the submittal in the applicable schedule and annotate it "N/A" with a brief explanation. Approval of the schedules by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the schedules or marked "N/A".

d. Re-submit copies of both schedules and annotate monthly by the Contractor with actual submission and approval dates. When all items on a schedule have been fully approved, no further re-submittal of the schedule is required.

e. Submit electronically in PDF format.

1.4.2 Drawings Submittals

All required installation, fabrication and connection drawings shall be submitted and approved prior to the start of work detailed on these drawings. Submit electronically in PDF format.

Upon project completion, Contractor shall submit the final drawings electronically in PDF format.

1.4.3 Data Submittals

At the completion of the project the Contractor shall submit data electronically in PDF format.

1.4.4 Samples

Submit two (2) sets of identified samples. A copy of the transmittal form, marked with review notations including selections by the Contracting Officer, will be returned to the Contractor.

Samples that are intended or permitted to be returned and actually incorporated in the work are so indicated in the individual technical sections. These samples will be returned to the Contractor, at his expense, to be clearly labeled, with installation location recorded.

Samples shall be in undamaged condition at the time of installation.

Where mockups and similar large samples are required by individual technical sections, it is recognized that these are a special type of sample which cannot be readily "transmitted" as specified for submittal of samples. Otherwise, and except as indicated in the individual technical sections, the requirements for samples shall be complied with and a transmittal form shall be processed for each mockup, to provide a record of the activity.

1.5 GOVERNMENT'S REVIEW

1.5.1 Review Notations

Contracting Officer will review submittals and provide pertinent notation within twenty one (21) calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

SECTION 01 33 00 Page 5

a. Submittals marked "approved", "previously approved", or "received for information" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections. Notes shall be incorporated prior to submission of the final submittal.

c. Submittals marked "return for additional information" require the Contractor to make the necessary corrections and revisions and to re-submit them for approval in the same routine as before, prior to proceeding with any of the work depicted by the submittal.

d. Submittals marked "not approved" indicate noncompliance with the contract requirements and shall be re-submitted with appropriate changes. No item of work requiring a submittal shall be accomplished until the submittals are approved or approved as noted.

e. Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" shall be given to the Contracting Officer.

Approval of the submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory.

Contractor shall be responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

f. If changes are necessary to approved submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change shall be accomplished until the changed submittals are approved.

1.5.2 Sample Approval

Furnish, for the approval of the Contracting Officer, samples required by the specifications or by the Contracting Officer. Shipping charges shall be paid by the Contractor. Materials or equipment requiring sample approval shall not be delivered to the site or used in the work until approved in writing by the Contracting Officer.

Each sample shall have a label indicating:

a. Name of project

b. Name of Contractor

c. Material or equipment

d. Place of origin

e. Name of producer and brand

SECTION 01 33 00 Page 6

f. Specification section to which samples applies

g. Samples of furnished material shall have additional markings that will identify them under the finished schedules.

Contractor shall submit to the Contracting Officer two samples of materials where samples are requested. Transmit to the Contracting Officer with each sample a transmittal form, original and four (4) copies, containing the above information.

Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any contract requirements. Before submitting samples, the Contractor shall assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Materials and equipment incorporated in the work shall match the approved samples. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapproved any material or equipment which previously has proved unsatisfactory in service.

Variations from contract requirements shall be specifically pointed out in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor shall replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer shall not relieve the Contractor of his responsibilities under the contract.

1.6 PROGRESS SCHEDULE

1.6.1 Bar Chart

a. Submit the progress chart electronically in PDF format, for approval by the Contracting Officer, at the Preconstruction Conference.

b. Prepare the progress chart in the form of a bar chart utilizing form "Construction Progress Chart" or comparable format acceptable to the Contracting Officer.

c. Include no less than the following information on the progress chart:

(1) Break out by major headings for primary work activity.

SECTION 01 33 00 Page 7

(2) A line item break out under each major heading sufficient to track the progress of the work.

(3) A line item showing contract finalization task which includes punch list, clean-up and demolition, and final construction drawings.

(4) A materials bar and a separate labor bar for each line item. Both bars will show the scheduled percentage complete for any given date within the contract performance period. Labor bar will also show the number of men (man-load) expected to be working on any given date within the contract performance period.

(5) The estimated cost and percentage weight of total contract cost for each materials and labor bar on the chart.

(6) Separate line items for mobilization and drawing submittal and approval. (These items are to show no associated costs.)

d. Update the progress schedule every 30 calendar days throughout the contract performance period.

1.7 STATUS REPORT ON MATERIALS ORDERS

Within 14 calendar days after notice to…