W912QR24R0034_KC-46A_Specs_Vol3-0000.pdf

Solicitation For KC-46A Two Bay Maintenance Hangar/ Mooring Points and Re-striping, March Air Base Reserve, CA

P2: 505421/509757

Design-Bid-Build

Specifications - Vol. 3 of 4 (DIV 11 - 26) Certified Final Design

04 September 2024

W912QR24R0034

ARIMS: 200A Disposition: Maintain for 15yrs after construction.

W912QR24R0034_KC-46A_Specs_Vol3-0000

KC-46A Two Bay Maintenance Hangar (PDPG 221012)

KC-46A Mooring Points & Restriping (PDPG 221021)

March Air Force Base, CA

April 2024

Burns & McDonnell 9400 Ward Parkway

Kansas City, MO 64114

CERTIFICATION PAGE

CIVIL STRUCTURAL ARCHITECTURAL

FIRE PROTECTION MECHANICAL ELECTRICAL

4/10/20244/10/2024

4/10/2024

4/10/2024

04/10/2024

This page was intentionally left blank for duplex printing.

P2#505421:2-Bay Hangar/P2#509757:Mooring Points&Restriping March Air Base, CA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 04/21 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 32 01.00 06 07/18 PROJECT SCHEDULE

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

01 33 29.00 06 11/17 SUSTAINABILITY REPORTING

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS AND

PERMITS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 53 14 08/21 LIGHT REFLECTIVE NONFERROUS METALLIC

AGGREGATE FLOOR SYSTEM

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 21 00 05/15 STEEL JOIST FRAMING

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

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

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

DOCUMENT PROJECT Page 1 Certified Final Status

VOL. I

VOL. II

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 11 13 08/11, CHG 1: 05/17 BITUMINOUS DAMPPROOFING

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

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

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17, CHG 2: 08/20 SELF-ADHERING AIR BARRIERS

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 05/17, CHG 2: 08/20 SPRAY FOAM AIR BARRIERS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

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

07 61 14.00 20 08/16, CHG 1: 08/18 STEEL STANDING SEAM ROOFING

07 72 20 08/09 GRAVITY-TYPE ROOF VENTILATORS

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

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

07 95 00 SEISMIC/EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17, CHG 2: 11/18 ALUMINUM DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 33 13 05/09, CHG 2: 11/12 COILING COUNTER DOORS

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 33 23.13 08/20 HIGH SPEED ROLL-UP FABRIC DOORS

08 34 16.10 11/21 HORIZONTAL ROLLING STEEL DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 51 23 08/20, CHG 1: 02/22 STEEL WINDOWS

08 60 45 08/20 TRANSLUCENT PANELS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 08/22 SCHEDULES FOR FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 67 23.16 02/21 FUEL RESISTIVE RESINOUS FLOORING,

5-COAT SYSTEM

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 90 00 02/21 PAINTS AND COATINGS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

DOCUMENT PROJECT Page 2 Certified Final Status

STRUCTURES

DIVISION 10 - SPECIALTIES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

10 56 13 04/06 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 01 50 08/08 FALL PROTECTION SYSTEMS

11 81 29 01/22 HORIZONTAL FALL PROTECTION

DIVISION 12 - FURNISHINGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 36 00 08/18, CHG 2: 08/18 COUNTERTOPS

12 50 00.13 10 08/17, CHG 1: 11/18 FURNITURE AND FURNITURE INSTALLATION

12 59 00 08/17, CHG 1: 08/18 SYSTEMS FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13 31 34 BIRD NETTING

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING, ANCHORAGE, SUPPORTS,

AND VIBRATION ISOLATION FOR MECHANICAL

SYSTEMS

23 05 93.00 06 08/16 TESTING, ADJUSTING, AND BALANCING

(TAB) OF HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 23 08/17 HYDRONIC PUMPS

DOCUMENT PROJECT Page 3 Certified Final Status

VOL. III

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 6: 11/22 CHILLED WATER PIPING SYSTEMS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - HVAC

25 05 11.02 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE PROTECTION

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 35 43 08/21 400-HERTZ (HZ) SOLID STATE FREQUENCY

CONVERTER

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00.00 06 07/18 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 GRADED CRUSHED AGGREGATE BASE COURSE

32 11 33.13 05/20 PORTLAND CEMENT-STABILIZED SUBBASE

COURSE AT AIRFIELDS

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

DOCUMENT PROJECT Page 4 Certified Final Status

VOL. IV

ROADS AND SITE FACILITIES

32 13 14.13 11/22 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (ORNAMENTAL) AND

GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 33 - UTILITIES

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE AND INDUSTRIAL WASTE

33 40 00 11/21 STORMWATER UTILITIES

33 51 15 08/19 NATURAL-GAS DISTRIBUTION PIPELINES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 73 16 11/19 AIRFIELD GROUNDING

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 11/22, CHG 1: 02/23 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING TROLLEY

41 22 23.19 05/20 MONORAIL HOISTS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 25 14 02/11, CHG 1: 11/13 COALESCING OIL-WATER SEPARATORS

DOCUMENT PROJECT Page 5 Certified Final Status

APPENDICES

APPENDIX A - TANK CLOSURE DOCUMENTS

APPENDIX B - WMWD WATER AND SEWER PERMIT PACKAGE

APPENDIX C - GENERATOR PERMIT

APPENDIX D - MONITORING WELL DATA

APPENDIX E - GROUND WATER MONITORING DATA

APPENDIX F - BASE SWPPP CHECKLIST

-- End of Project Table of Contents --

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DOCUMENT PROJECT Page 6

SECTION 11 01 50

FALL PROTECTION SYSTEMS

08/08

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z359 Fall Protection Code Package, Version 3.0

ANSI Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

CFR 29 Part 1926 Safety and Health Regulations for Construction

1.2 SYSTEM DESCRIPTION

Provide fall arrest system components consisting of trollies, decelerating devices, and harnesses which allow users to walk along the fuselage and wing of the aircraft. System and components shall provide user mobility to perform tasks.

1.2.1 Engineering Analysis Design Requirements

a. Fall protection systems to be designed by a Registered Professional Engineer experienced in the design of fall protection systems.

b. Fall protection system and components shall be rated for 900 pound maximum arresting force.

c. Fall protection systems shall be designed for the number of use rs per 2.1, each weighing up to 310 pounds with tools.

d. Dynamic and dead load reactions shall be generated for all intermediate and end supports of the fall protection system.

e. Design of all fall protection systems to safely resist the dynamically applied loads while maintaining a safety factor of two against failure.

Systems shall support full impact of falls vertically and at inclines up to 30 degree angle.

f. Design of fall protection systems shall be based on the understanding that the overhead structural steel supports are adequate to support the imposed loads. Contractor shall coordinate fall protection requirements with metal building system.

SECTION 11 01 50 Page 1

1.3 SUBMITTALS

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

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

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fall Protection System; G AE

Sealed an signed by licensed Professional Engineer responsible for preparation of engineering analysis who thereby certifies preparing or supervising preparation of data to comply with specified requirements and recognized engineering principles and practices. Show plans, elevations, sections, and large-scale details indicating coordination with building structure and relationships with other construction. Indicate maximum dynamic and static loads imposed on building structure at points of support. Indicate details of adjoining Work, even though not included in Work of this Section, to ensure coordination of Work and Work of other Sections. Schedule and describe anchorage assemblies and their related components. Include data for capacity of each type of fastener for its intended use. Reference detail numbers where applicable.

SD-03 Product Data

Deceleration Devices; G AE

Trollies; G AE

Harness; G AE

Include capacities, sizes, performances, test certifications, operations, safety features, finishes, and similar information.

SD-05 Design Data

Engineering Analysis; G AE

Sealed and signed by licensed Professional Engineer who thereby certifies preparing or supervising preparation of data to comply with specified requirements and recognized engineering principles and practices. Include computations for justification of framing elements or sections, connections including fasteners and welds and anchorage assemblies required to support the fall protection system. Provide loads delivered to the roof framing system for verification by the Engineer of Record.

SD-07 Certificates

Fall Protection System; G

Signed by manufacturer certifying that system components comply with requirements and compliance with Contract Documents and approved Drawings and calculations.

SECTION 11 01 50 Page 2

SD-09 Manufacturer's Field Reports

Attendee List

Submit list of attendees at training class in the use care and maintenance of fall protection equipment.

Operational Test; G

Provide letter of certification from licensed Design Engineer indicating completion of operational testing on installed systems.

SD-10 Operation and Maintenance Data

Fall Protection System; G

For fall protection system to include in emergency, operation, and maintenance manuals. Include complete parts list. Include operation procedures for proper use of equipment for safe operation of systems.

1.4 QUALITY ASSURANCE

1.4.1 Manufacturer Qualifications

Manufacturer must have produced fall protection systems identical or similar to those required for this Project.

1.4.2 Installer Qualifications

System manufacturer or manufacturer's authorized representative who is trained and approved for installation of units required for this Project.

1.4.3 Professional Engineer Qualifications

Professional Engineer shall be registered in the State that the Work is to take place and be employed by the fall protection manufacturer as a full time fall arrest systems designer.

1.5 PROJECT CONDITIONS

1.5.1 Field Measurements

Verify field measurements and indicate measurements on Shop Drawing s to ensure required fit.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver, store, and handle materials, components, and equipment in manufacturer's original unopened protective packaging. Store materials, components, and equipment in original unopened protective packaging off of ground, under cover, and in a dry location. Handle according to manufacturer's written recommendations to prevent damage, deterioration, or soiling.

1.7 WARRANTY

Provide 5 year warranty for fall protection system to cover defects in materials and workmanship.

SECTION 11 01 50 Page 3

PART 2 PRODUCTS

2.1 SYSTEM DESIGN

Fall arrest system manufacturer shall provide primary and secondary framing, and bracing required to transmit fall protection loads to the metal building system. Fall arrest system shall be designed to protect the user while they are attached to track system. System shall be designed for the number of users illustrated on the structural drawings.

2.1.1 Components

2.1.1.1 Deceleration Devices

Provide (1) self retracting lanyard per user appropriately sized in accordance with ANSI Z359 and meeting the following requirements:

a. Maximum Load: 310 pounds.

b. Weight: 20 pounds.

c. Construction: Heavy duty sealed aluminum casing with 3/16 inch minimum stainless steel wire rope.

d. Fall Arrest Forces: Less than 900 pounds.

2.1.1.2 Access

Provide personnel access from the ground unless noted otherwise.

2.1.1.3 Harness

Provide one harness for each user for which the system is designed. Meet or exceed applicable standards of ANSI Z359.1 , CFR 29 Part 1926 .

2.1.1.4 Trollies

Provide one trolley per user, compatible with the structural steel rigid beam rail illustrated on the structural drawings.

2.2 MATERIALS

Fasteners shall be designed and provided by fall protection system manufacturer. Fasteners shall be designed to support a load on the system of two times the maximum design load without failure. Structural s teel supporting members supplied by the fall protection manufacture shall comply with Section 05 12 00 STRUCTURAL STEEL.

2.3 FABRICATION

System components shall be of same material unless otherwise indica ted.

Exposed work shall be true to line and level with accurate angles, surfaces and with straight, square edges. Coordinate anchorage system with supporting structure. Fabricate anchoring devices as recommen ded by the manufacturer to provide adequate support for intended use.

SECTION 11 01 50 Page 4

PART 3 EXECUTION

3.1 INSTALLATION

Install according to the approved Shop Drawings and manufacturer's instructions. Install anchorage and fasteners in accordance with manufacturer's recommendations to obtain the allowable working loads published in the product literature and in accordance with this Section.

Do not load or stress fall arrest system until all materials and fasteners are properly installed and ready for service.

3.2 FIELD QUALITY CONTROL

3.2.1 Post-Erection Inspection

After erection, Contractor and Contracting Office shall jointly inspect installed system and components to determine compliance with Specifications and approved submittals.

3.2.2 Operational Test

After erection and inspection, test the fall protection system in service to determine that each component of system operates as specified, is properly installed and adjusted, and is free from defects in material, manufacture, installation, and workmanship. Rectify deficiencies disclosed by testing and retest system or component to prove that system is fully operational.

3.2.3 Operator Training

Provide a minimum of four hours of operator training after system has been installed and proof tested. Training is to be for the users of the system conducted at the Installation Site. The Contractor shall submit attendee list.

3.3 CLEANING

Remove loose materials, crating, and packing materials from premises.

-- End of Section --

SECTION 11 01 50 Page 5

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SECTION 11 01 50 Page 6

SECTION 11 81 29

HORIZONTAL FALL PROTECTION

01/22

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP Z359.1 (2020) The Fall Protection Code

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A500/A500M (2021a) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A666 (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate and Flat Bar

ASTM A747/A747M Standard Specification for Steel Castings, Stainless, Precipitation Hardening

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020; Errata 1 2021) Structural Welding Code - Steel

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.12 Construction Work

29 CFR 1910.502 Fall Prevention Systems and Criteria and

SECTION 11 81 29 Page 1

Practices

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

1.2 SUMMARY

This covers the minimum requirements for the design, materials, fabrication, and installation of horizontal fall protection systems (restraint and arrest). Provide fall restraint and fall arrest system capable of withstanding loads and stresses within limits and under conditions specified in OSHA and other applicable safety codes ( ICC IBC , 29 CFR 1910 , 29 CFR 1910.12 , 29 CFR 1926 , 29 CFR 1926.16 , etc.).

Provide fall protection anchors permanently attached to standing seam roof systems. Provide cable lifeline system to allow continuous, hands-free, travel past intermediate and corner anchors. Fall arrest post and cable system shall be designed per ASSP Z359.1 , ASSP Z359.2 , and ASSP Z359.6 .

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer Qualifications; G

Installer Qualifications; G

SD-02 Shop Drawings

Fabrication Drawings; G AE

SD-03 Product Data

Fall Arrest System; G AE

SD-05 Design Data

Calculations; G AE

SD-11 Closeout Submittals

Operation and Maintenance Data; G

Warranty; G

Instructions To Government Personnel; G

SECTION 11 81 29 Page 2

1.4 QUALITY ASSURANCE

1.4.1 Delegated-Design Submittal

For fall protection system, including analysis data and calculations signed and sealed by the qualified professional engineer responsible for their preparation licensed in the jurisdiction and with a minimum of two years engineering fall protection systems.

1.4.2 Manufacturer Qualifications

Minimum 25-year experience manufacturing similar products.

1.4.3 Installer Qualifications

Minimum 2-year experience installing similar products, authorized, trained, and certified by manufacturer.

1.4.4 Fabrication Drawings

For fabrication showing the complete fall protection system. Layout drawings of each system in relation to the supporting structure indicating the locations of properly labeled components.

1.5 Warranty

Manufacturer's 10-year minimum corrosion resistance and product warranty.

1.6 OPERATION AND MAINTENANCE DATA

Include the following in the operations and maintenance manual and instructions to Government personnel:

a. Maintenance Procedures: Including parts list and maintenance requirements for all equipment.

b. Operation Procedures: Indicating proper use of equipment for safe operation of the systems.

c. Manufacturer's catalog data indicating the sizes, descriptions, capacities, test certifications, and other descriptive data showing sufficient detail that the product complies with the contract requirements.

PART 2 PRODUCTS

2.1 FALL ARREST SYSTEM; FORCE MANAGEMENT ROOF ANCHOR AND CABLE

2.1.1 General

Rooftop horizontal cable fall protection system for rooftop mainten ance including end anchors, intermediate cable supports, variable cable supports, traveler and corner cable supports as required. Provide fall restraint and fall arrest system capable of withstanding loads and stresses within limits and under conditions specified in OSHA and o ther applicable safety codes. Provide fall protection anchors permanent ly attached to the standing seam roof structure. Provide cable lifeli ne system to allow continuous, hands-free, travel past intermediate an d corner anchors. Fall arrest post and cable system shall be designe d per

SECTION 11 81 29 Page 3

ASSP Z359.1 , ASSP Z359.2 , and ASSP Z359.6 .

a. Maximum span of 50 feet between anchors and provides continuous hands free access for the user of the roof fall protection system.

b. Allow for multiple users, based on required system calculations.

c. Simultaneous Users: Up to 2 per sub span based on system design.

d. System shall not be used as a tieback anchor for facade maintenance.

2.1.2 Performance Requirements

Structural Performance: Fall protection systems shall withstand the effects of loads and stresses within limits and under conditions required by:

a. ASSP Z359.6 .

b. OSHA 1926.502.

c. Allow for multiple users, based on required system calculations.

d. Simultaneous Users: Up to 2 per sub span based on system design.

e. System capable of spanning 50 feet between intermediate supports.

f. Allowable Force on Structure: 1,686 lbs maximum.

g. The maximum point load applied to the roof deck shall not exceed an allowable value of 400 lbs per span. If the fall arrest load exceeds this value, provide additional support steel and connections of support steel to structure to adequately resist fall restraint loading.

2.1.3 Components

Cable: 7 by 7, 5/16-inch, 316 Stainless Steel Wire, Breaking Strength 8,542 lbs minimum.

End Anchorage Connector: 316 Stainless Steel, electro-polished and Lot Numbered.

Tensioner: 180 lbs 316 Stainless Steel.

Dampener: 180 lbs 316 Stainless Steel with thermal cyclic loading.

Intermediate Guide: 316 Stainless Steel, electro-polished.

90 and 45 Degree Corners: 316 Stainless Steel, electro-polished. Other angles are achieved using Variable Guide, spot welded.

Variable Guide: 316 Stainless Steel, electro-polished, spot welded .

Swage Toggles: 316 Stainless Steel, electro-polished.

Detachable Traveler: 8 mm ASTM A747/A747M Precipitation Hardening Stainless Steel Casting, electro-polished and numbered. Double Loc king for installation and removal, compatible D-ring for use with Snapho ok in accordance to ASSP Z359.1 .

SECTION 11 81 29 Page 4

Finish type for modular end, corner, and intermediate anchors:

a. Anchorage Baseplates: Anodized aluminum plates designed and tested to be used with modular end, corner and intermediate anchors.

b. Anodized for standing seam roofs.

2.1.4 Materials

All system connectors, cables and bolts shall be stainless steel Type 316 or epoxy coated aluminum. Fabricated supports required for additional support may be carbon steel with a corrosion resistant coating. However a faying surface shall be used to prevent galvanic reactions.

a. Primary Cable Assembly Components: Stainless steel, ASTM A666, Type 316.

b. Aluminum: 6061 aluminum alloy.

c. Aluminum: 6082 aluminum alloy.

2.1.5 Fabricated Supports

Carbon steel with corrosion resistant finish. Steel Plates, Shapes.

Bars: ASTM A36/A36M, Steel Tubing: ASTM A500/A500M , cold formed.

Welding rods and bare electrodes: Select according to AWS D1.1/D1.1M specifications or metal alloy welded.

2.1.6 Connectors

Comply With: 29 CFR 1910.502 , ASSP Z359.1 .

2.1.7 Fabrication

Fabricate anchoring devices as recommended by the manufacturer to provide adequate support for intended use. Shop fabricate required anchorage posts using structural steel with material test certificates for full material traceability.

2.1.8 Welding

AWS structural specification D1.1 by certified welders. Fabricate joints in a manner to discourage water accumulation.

2.1.9 Finishes

Stainless Steel: Electropolished for corrosion resistance.

Structural Steel: Zinc Galvanized for corrosion resistance.

Aluminum: Anodized.

Aluminum: PVC coated.

2.1.10 Fasteners

Clamps (at standing seam roofs): Non-penetrative clamping system.

SECTION 11 81 29 Page 5

2.1.11 Accessories

Signage: Signs and system identification tags.

PART 3 EXECUTION

3.1 EXAMINATION

Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of fall protection equipment.

Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

Coordinate location of fall protection equipment indicated to be attached to structural substrate or surface of roofing system and furnish anchoring devices with templates and diagrams.

3.3 INSTALLATION

Only factory or factory certified installers authorized in writing by Fall Protection manufacturer may make installation/repairs to this equipment.

If the Fall Protection Horizontal Lifeline System has been subject to fall force or inspection reveals an unsafe or defective condition, remove the system from service and contact factory or installer regarding replacement or repair.

Install according to approved shop drawings and manufacturer's instructions. Coordinate with work of other trades.

Install anchorage and fasteners in accordance with manufacturer's recommendations to obtain the allowable working loads published in the product literature and in accordance with this specification.

Exposed work shall be true to line and level with accurate angles, surfaces and with straight square edges. Coordinate anchorage system with supporting structure.

Do not load or stress system until materials and fasteners are prop erly installed and ready for service.

Standing Seam Roofs: Anodized base plates are to be located centered on two vertical roof ribs with four clamps for attachment. Dimensions shown from roof edges are minimum dimensions. Adjust locations based on actual installed locations of roofing seams. Coordinate with standing seam roof supplier for maximum loading of the seams and attachment. Refer Section

07 61 14.00 20 STEEL STANDING SEAM ROOFING.

3.4 FIELD QUALITY CONTROL

Manufacturer's certified installer to inspect installed fall protection system. Ensure that system components operate as specified. Test and adjust system devices as required by manufacturer. Replace damaged or malfunctioning items.

SECTION 11 81 29 Page 6

3.5 ADJUSTING

Adjust fall protection components to function smoothly and safely.

3.6 CLEANING

Clean the systems metal components with a soft brush, warm water, and a mild soap solution if needed after initial installation.

Ensure all components are thoroughly rinsed with clean water after cleaning.

3.7 CLOSE OUT ACTIVITIES

Demonstration: Demonstrate operation of system to Government personnel.

Briefly describe function, operation, and maintenance of each component.

Training: Train Government personnel on operation and maintenance of system.

a. Use operation and maintenance manual as training reference, supplemented with additional training materials as required.

b. Provide minimum of two hours of training.

c. Provide training at the lifeline installation site.

d. Training to take place at the completion of the installation.

-- End of Section --

SECTION 11 81 29 Page 7

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SECTION 11 81 29 Page 8

SECTION 12 24 13

ROLLER WINDOW SHADES

08/20

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/WCMA A100.1 (2018) American National Standard for Safety of Window Covering Products

ASTM INTERNATIONAL (ASTM)

ASTM G21 (2015; R 2021; E 2021) Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2019) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Govern ment.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES

SD-02 Shop Drawings

Detailed Drawings; G AE

Location Schedule; G AE

SD-03 Product Data

Window Shades; G AE

SECTION 12 24 13 Page 1

Recycled Content for various fiber components; S

SD-04 Samples

Window Shades; G AE

SD-06 Test Reports

Flammability Requirements; G

SD-07 Certificates

Indoor Air Quality for roller window shades; S

Qualifications

SD-10 Operation and Maintenance Data

Window Shades, Data Package 1; G

SD-11 Closeout Submittals

Submit Data Package for roller window shades and electrical operators, in accordance with Section 00 80 00.00 06 SPECIAL

PROVISIONS.

1.3 CERTIFICATES

1.3.1 Indoor Air Quality Certifications

1.3.1.1 Roller Window Shades

Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide validation by other third-party program that products meet the requirements of this paragraph. Provide current product certification documentation from certification body.

1.4 QUALITY ASSURANCE

1.4.1 Qualifications

1.4.1.1 Installer's Qualifications

Installer trained and certified by the manufacturer with a minimum of ten years of experience in installing products comparable to those spec ified in this section.

1.4.2 Flammability Requirements

Passes in accordance with NFPA 701 small and large-scale vertical burn.

Materials tested are identical to products proposed for use.

1.4.3 Anti-Microbial Requirements

'No Growth' per ASTM G21 results for fungi ATCC9642, ATCC 9644, ATCC9645.

SECTION 12 24 13 Page 2

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver components to the job site in the manufacturer's original packaging with the brand or company name, item identification, and project reference clearly marked. Store components in a dry location that is adequately ventilated and free from dust, water, or other contaminants and has easy access for inspection and handling. Store materials flat in a clean dry area with temperature maintained above 50 degrees F. Do not open containers until needed for installation unless verification inspection is required. Handle and store shades in accordance with manufacturer's recommendations.

1.6 WARRANTY

Provide manufacturer's warranty to repair or replace defective materials and workmanship for a period of 10 years from date of final acceptance of the work.

PART 2 PRODUCTS

2.1 WINDOW SHADES

Submit drawings showing plans, elevations, sections, product details, installation details, operational clearances, wiring diagrams and relationship to work. Submit a location schedule showing location, size and quantity of shades. Include the use of same room designations as indicated on the drawings.

Provide product data composed of catalog cuts, brochures, and operating and maintenance instructions on each product to be used. Include styles, profiles and features.

Furnish samples of each type and color of roller shade fabric and roller shade channel. Provide shade material minimum 6 by 6 inches in size.

Mark face of material to indicate interior faces.

Mock up: Install shade in area designated by Contracting Officer. Do not proceed with remaining work until the Contracting Officer approves workmanship and operation. Rework mock up as required to produce acceptable work. The approved shade can be used in the installation.

Submit fire resistance data, flame spread and smoke contribution da ta.

Provide roller tube that operates smoothly and of sufficient diamet er and thickness to prevent excessive deflection. Provide brackets that are appropriate for inside mount. Provide shade cloth meeting the perf ormance described in NFPA 701 , small scale test. Treat steel features for corrosion resistance.

Provide Various Fiber Components with a minimum of 60 percent recycled content. Provide data identifying percentage of recycled content f or various fiber components.

Provide certification of indoor air quality for roller window shades.

2.1.1 Manufacturer's Qualifications

Obtain motor-controlled roller shades through one source from a sin gle manufacturer with a minimum of twenty years of experience and minim um of

SECTION 12 24 13 Page 3 three projects of similar scope and size in manufacturing products comparable to those specified in this section. Furnish manual and motorized shades produced by the same manufacturer to provide matching appearance.

2.1.2 Manually Operated Shades with Single Rollers

2.1.2.1 Chain-and-Clutch Operating Mechanisms

Provide continuous-loop bead chain and clutch that stops shade movement when bead chain is released; shade to be permanently adjusted and lubricated.

2.1.2.2 Bead Chains

Provide bead chain from #10 stainless steel rated to 90 lb minimum breaking strength with pull chain tensioning device complying with

ANSI/WCMA A100.1 .

a. Loop Length: Full length of roller shade.

b. Limit Stops: Allows shade to stop when chain is released. Provide limit stops to prevent shade from being raised or lowered too far.

c. Chain-Retainer Type: Chain tensioner, jamb mounted.

2.1.2.3 Rollers

Provide corrosion-resistant steel or extruded-aluminum tubes of diameters and wall thicknesses required to accommodate operating mechanisms and weights and widths of shade bands indicated without deflection. Provide with permanently lubricated drive-end assemblies and idle-end assemblies designed to facilitate removal of shade cloth for service.

a. Roller Drive-End Location: Right side of interior face of shade.

b. Direction of Shade cloth Roll: Regular, from back (exterior face) of roller.

c. Shade cloth-to-Roller Attachment: Manufacturer's standard method.

Adhesive attachment is not acceptable.

2.1.2.4 Mounting Hardware

Provide corrosion resistant brackets or endcaps compatible with roller assembly, operating mechanism, installation accessories, and mounti ng location and conditions indicated. Provide hardware that allows for field adjustment or removal of shade roller tube and other operable hardware component without removal of brackets and end or center supports.

2.1.2.5 Shade Cloth

a. Shade Material: Light-filtering fabric: Openness - reference Finish Legend in drawings, 3 percent.

b. Shade Cloth Bottom (Hem) Bar: Steel or extruded aluminum. Pro vide shade bar enclosed in sealed pocket of shade band material.

SECTION 12 24 13 Page 4

2.1.2.6 Installation Accessories

a. Front Fascia: L-shaped aluminum extrusion to conceal shade roller and hardware that snaps onto end caps without requiring exposed fasteners of any kind. Fascia can be mounted continuously across two or more shade bands. Provide manufacturers standard height fascia as required to conceal roller and shade band assembly when shade is fully open.

b. Endcaps: Extruded aluminum with universal design suitable for mounting to window mullions. Provide size compatible with roller size. Provide end cap covers matching fascia/headbox finish.

2.2 COLOR

Provide color, pattern and texture for metal trim and shade fabric as specified in Section 09 06 00 SCHEDULES FOR FINISHES.

PART 3 EXECUTION

3.1 FIELD MEASUREMENTS

After becoming familiar with details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.

3.2 ROLLER WINDOW SHADE PLACEMENT SCHEDULE

All exterior windows to receive RS-1.

3.3 INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

Provide roller window shades, complete with necessary brackets, fittings, and hardware as indicated.

Perform installation in accordance with the approved detailed drawings and manufacturer's installation instructions. Install units level, plumb, secure, and at proper height and location relative to window units.

Provide and install supplementary or miscellaneous items in total, including clips, brackets, or anchorages incidental to or necessary for a sound, secure, and complete installation. Do not start installatio n until completion of room painting and finishing operations.

3.4 CLEAN-UP

Upon completion of the installation, clean window treatments and exposed components as recommended by manufacturer. Adjust window treatment for form and appearance and proper operating condition. Repair or replace damaged units as directed by the Contracting Officer. Isolate meta l parts from direct contact with concrete, mortar, or dissimilar metals. E nsure shades installed in recessed pockets can be removed without disturbing the pocket. The entire shade, when retracted, is contained inside the pocket. For shades installed outside the jambs and mullions, overl ap each jamb and mullion 0.75 inch or more when the jamb and mullion sizes permit. Include all hardware, brackets, anchors, fasteners, and accessories necessary for a complete, finished installation.

SECTION 12 24 13 Page 5

-- End of Section --

SECTION 12 24 13 Page 6

SECTION 12 36 00

COUNTERTOPS

08/18, CHG 2: 08/18

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A161.2 (1998) Decorative Laminate Countertops, Performance Standards for Fabricated High Pressure

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B18.6.1 (2016) Wood Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A167 (2011) Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A325M (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)

ASTM A1008/A1008M (2021a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM F594 (2009; R 2020) Standard Specification for Stainless Steel Nuts

ASTM F836M (2020) Standard Specification for Style 1 Stainless Steel Metric Nuts (Metric)

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measure (ATCM) to Reduce Formaldehyde Emissions from Composite Wood Products

SECTION 12 36 00 Page 1

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2010; Version 1.1) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2015) Principles and Criteria for Forest Stewardship

INTERNATIONAL CODE COUNCIL (ICC)

ICC IPC (2021) International Plumbing Code

KITCHEN CABINET MANUFACTURERS ASSOCIATION (KCMA)

KCMA A161.1 (2017) Performance & Construction Standards for Kitchen and Vanity Cabinets

PROGRAMME FOR ENDORSEMENT OF FOREST CERTIFICATION (PEFC)

PEFC ST 2002:2013 (2015) PEFC International Standard Chain of Custody of Forest Based Products Requirements

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS FF-S-325 (Basic; Int Amd 3; Notices 3, 4) Shield, Expansion; Nail, Expansion; and Nail, Drive Screw (Devices, Anchoring, Masonry)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 770 Formaldehyde Standards for Composite Wood Products

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accor dance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 12 36 00 Page 2

SD-02 Shop Drawings

Fabrication; G

Installation Drawings; G

SD-03 Product Data

Plywood; G

Stainless Steel; G

Recycled Content for Stainless Steel Countertops; S

Adhesives; G

Fasteners; G

SD-04 Samples

Countertop; G

Backsplash; G

Manufacturer's Standard Color Charts; G

SD-07 Certificates

Certified Sustainably Harvested Wood; S

Indoor Air Quality for Countertop Products; S

SD-08 Manufacturer's Instructions

Manufacturer's Instructions

1.3 CERTIFICATIONS

1.3.1 Certified Sustainably Harvested Wood

Provide wood certified as sustainably harvested by FSC STD 01 001 or other third party program certified by PEFC ST 2002:2013 . Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supp lier.

Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data; identify each certified produc t on a line item basis. Submit copies of invoices bearing certification numbers.

1.3.2 Indoor Air Quality Certification

Submit required indoor air quality certifications in one submittal package.

1.3.2.1 Countertop Products

Provide countertop products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other thir d-party program that products meet the requirements of this Section. Provi de current product certification documentation from certification body . When

SECTION 12 36 00 Page 3 product does not have certification, provide validation that product meets the indoor air quality product requirements cited herein.

1.3.2.2 Composite Wood, Wood Structural Panel and Agrifiber Products

For purposes of this specification, composite wood and agrifiber products include particleboard, medium density fiberboard (MDF), wheatboard, strawboard, panel substrates, and door cores. Provide products certified to meet emissions requirements of both 40 CFR 770 and CARB 93120 . Provide current product certification documentation from certification body.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver, store, and handle countertops and backsplash in a manner that will prevent damage and disfigurement.

Provide temporary skids under units weighing more than 100 pounds.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Provide the manufacturer's standard type countertops or as indicated on the drawings. Accomplish fastenings to permit removal and replacement of individual countertops without affecting the remainder of the installation.

Submit manufacturer's instructions for countertops including special provisions required to install equipment components and system packages.

Include all special notices detailing impedances, hazards and safety precautions.

Submit manufacturer's standard color charts for countertops showing the manufacturer's recommended color and finish selections.

Provide countertop products certified to meet the emissions requirements of CDPH SECTION 01350 (limit requirements for either office or classroom spaces regardless of space type). Provide certification or validation of indoor air quality for countertop products.

2.1.1 Design

Provide factory fabricated, prefinished stainless steel countertops in the manufacturer's standard sizes and finishes of the type, design, and configuration indicated. Provide countertops as specified and meet the requirements of KCMA A161.1 . Accomplish fastenings to permit removal and replacement of individual units without affecting the remainder of the installation. Provide counters with watertight sink rim when indicated.

Include removable drawers equipped with position stops to avoid accidental complete withdrawals.

2.2 FABRICATION

2.2.1 Countertop And Backsplash

Provide countertops and backsplash of plywood covered with a stainl ess steel according to ANSI A161.2 .

Provide a water-resistant type plywood, Grade B-D Douglas fir plywo od, with a minimum thickness of 3/4 inch. Provide Stainless steel back splash

SECTION 12 36 00 Page 4

3/4-inch thick by the height indicated, according to ANSI A161.2 .

Provide steel no lighter than 22-gauge stainless steel for backed construction and not lighter than 18-gauge stainless steel for integral construction. Reinforce steel tops on edges and around sink-rim opening.

Provide counters of one-piece construction; where stainless steel sink bowls are provided, weld and polish smooth all joints. Make joints between sink, countertop, and backsplash watertight. Provide backsplash of the same material as countertop and form with square edges, and height as indicated.

2.3 MATERIALS

Provide stainless steel conforming to ASTM A1008/A1008M and ASTM A167, Type 304 Finish 4. Stainless steel countertops and backsplashes must contain a minimum of 40 percent recycled content. Provide data identifying percentage of recycled content for stainless steel countertops.

Provide Douglas-fir plywood conforming to ICC IPC , exterior type, fully waterproof bond.

Provide fasteners conforming to the following:

a. Screws: ASME B18.6.1 , Group, Type and Class as applicable

b. Anchoring Devices: FS FF-S-325 , Group, Type, and Class as applicable

c. Toggle Bolts:

(1) Wings are two sheet-metal parts of "U" or channel shape. The wings are pivoted either on trunnion nuts or pins and are held normally in open position by a spring or springs placed inside the wing groove.

(2) Wing pivots are integral with the trunnion nuts used with the machine screw or threaded stud. Ensure the nut engages not less than two full threads of its screw or stud except in toggle bolts where the wing parts close on the bolt and lock it while being tightened, in which case one full thread engagement is permissible. The trunnion nuts are inserted in place with the pivots passed through the eyes in the wings.

d. Nuts: ASTM F594, stainless steel

e. Bolts: ASTM A325, heavy, hexagon head bolts stainless steel

f. Nuts: ASTM F836M, stainless steel

g. Bolts: ASTM A325M, heavy, hexagon head bolts stainless steel

2.4 MIXES

2.4.1 Adhesives