Am-0006.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

N62742-25-R-1301, FY25 MCON P-693 PDI: GUAM DEFENSE SYSTEM, COMMAND CENTER,

JOINT REGION MARIANAS, GUAM

Amendment No. 0006 is continued on page 2.

NAVFAC PACIFIC

CONSTR CONTRACTS BRANCH (CODE CON33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N6274225R1301

1 3

12/16/2024

10/30/2024

RFP No. N6274225R1301

Amendment No. 0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 01 15.00 14 – LIST OF DRAWINGS

PARA 1.2 CONTRACT DRAWINGS: The following drawings, bearing revision date of 12/06/2024, supersede previously issued drawings bearing the same number and title. The revised drawings accompany this Amendment.

See Attachment (1).

NAVFAC

DWG NO.

SHEET NO.

REV

NO.

TITLE

17323266 14ST-CG106 1 GRADING & DRAINAGE PLAN - PANEL B03

17323333 14ST-C-543 1 DRAINAGE DETAILS

17323422 14ST-EL501 2 SITE - LIGHTING DETAILS

17323477 14ST-TY501 1 SITE SECURITY DETAILS

17323478 14ST-TY502 1 SITE SECURITY DETAILS

17323480 14ST-TY504 1 SITE SECURITY DETAILS

17323483 14ST-TY507 1 SITE SECURITY DETAILS

17323510 14CC-S-122

COMMAND CENTER - FIRST FLOOR PLAN -

PENETRATIONS - AREA A

17323511 14CC-S-123

COMMAND CENTER - FIRST FLOOR PLAN -

PENETRATIONS - AREA B

17323513 14CC-S-125

COMMAND CENTER - FIRST FLOOR PLAN -

PENETRATIONS - AREA D

17323542 14CC-S-511 1 COMMAND CENTER - FOUNDATION WALL DETAILS

17323560 14CC-S-532

COMMAND CENTER - PRECAST WALL WET JOINT

DETAILS

17323561 14CC-S-533

COMMAND CENTER - PRECAST WALL SECTIONS AND

DETAILS

17323582 14CC-S-594

COMMAND CENTER - EXTERIOR STAIR SECTIONS AND

DETAILS

17323584 14CC-S-610

COMMAND CENTER - FLOOR PENETRATION

SCHEDULES

17323685 14CC-S-620 1 COMMAND CENTER - EMBEDDED PLATE SCHEDULES

17324463 14PP-S-703

POWER PLANT - PIPING DISTRIBUTION SUPPORT PLAN -

AREA B

17324467 14PP-S-720

POWER PLANT - DISTRIBUTION CONTRACTOR

INTERFACE

17324511 14PP-P-701 1 POWER PLANT - PLUMBING SCHEDULES

17324528 14PP-M-503 1 POWER PLANT - MECHANICAL DETAILS

17324531 14PP-M-611 1 POWER PLANT - MECHANICAL SCHEMATICS

17324534 14PP-M-703 2 POWER PLANT - MECHANICAL SCHEDULES

17324536 14PP-M-801 1 POWER PLANT - MECHANICAL CONTROLS

17324537 14PP-M-802 1 POWER PLANT - MECHANICAL CONTROLS

17324551 14PP-MP113 1 POWER PLANT - MECHANICAL PIPING PLAN - AREA B

17324627 14PP-EL503 2 POWER PLANT - LIGHTING DETAILS

17324647 14PP-EI603

1,2

POWER PLANT - PCMS-14PP69111 - ENCLOSURE BLOCK

DIAGRAM

17324648 14PP-EI604

1,2

POWER PLANT - PCMS-14PP69112 - ENCLOSURE BLOCK

DIAGRAM

RFP No. N6274225R1301

Amendment No. 0006

NAVFAC

DWG NO.

SHEET NO.

REV

NO.

TITLE

17324649 14PP-EI605

POWER PLANT - PCMS-14PP69113 - ENCLOSURE BLOCK

DIAGRAM

17324650 14PP-EI606

1,2

POWER PLANT - PCMS-14PP69114 - ENCLOSURE BLOCK

DIAGRAM

17324727 14PP-EI944 1 POWER PLANT - PCMS I/O LIST - SHEET 44

SECTION 09 62 38.00 14 – STATIC-CONTROL FLOORING

Delete this Section in its entirety and replace with Section 09 62 38.00 14 – STATIC-CONTROL FLOORING (dtd

06DEC2024). The revised Section accompanies this Amendment. See Attachment (2).

SECTION 10 26 00.00 14 – WALL AND DOOR PROTECTION

Delete this Section in its entirety and replace with Section 10 26 00.00 14 – WALL AND DOOR PROTECTION

(dtd 06DEC2024). The revised Section accompanies this Amendment. See Attachment (3).

SECTION 23 05 48.19 14 – SEISMIC BRACING FOR MECHANICAL

Delete this Section in its entirety and replace with Section 23 05 48.19 14 – SEISMIC BRACING FOR

MECHANICAL (dtd 06DEC2024). The revised Section accompanies this Amendment. See Attachment (4).

SECTION 26 11 10.00 14 – POWER SYSTEMS SEQUENCE OF OPERATIONS

Delete this Section in its entirety and replace with Section 26 11 10.00 14 – POWER SYSTEMS SEQUENCE OF

OPERATIONS (dtd 06DEC2024). The revised Section accompanies this Amendment. See Attachment (5).

SECTION 26 32 15.00 14 – ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH AUXILIARIES

Delete this Section in its entirety and replace with Section 26 32 15.00 14 – ENGINE-GENERATOR SET

STATIONARY 15-2500 KW, WITH AUXILIARIES (dtd 06DEC2024). The revised Section accompanies this

Amendment. See Attachment (6).

-- End of Amendment --

FY25 MDA Project 693 PDI: Guam Defense System, Command Center, 1812861 Andersen AFB, Guam

SECTION 09 62 38.00 14

STATIC-CONTROL FLOORING

08/17, CHG 1: 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.

ASTM INTERNATIONAL (ASTM)

ASTM E648 (2023) Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

ASTM F150 (2006; R 2013) Standard Test Method for Electrical Resistance of Conductive and Static Dissipative Resilient Flooring

ASTM F1700 (2020) Standard Specification for Solid Vinyl Floor Tile

ASTM F1869 (2023) Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

ASTM F2170 (2019a) Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2017; Version 1.2) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

COUNCIL ON ENVIRONMENTAL QUALITY (CEQ) (WHITE HOUSE)

HPSB Guiding Principles (2016) Guiding Principles for Sustainable Federal Buildings and Determining Compliance with the Guiding Principles for Sustainable Federal Buildings

ELECTROSTATIC DISCHARGE ASSOCIATION (ESD)

ESD S6.1 (2019) Standard for the Protection of Electrostatic Discharge Susceptible Items

– Grounding

GREEN SEAL (GS)

GS-36 (2013) Adhesives for Commercial Use

SECTION 09 62 38.00 14 Page 1

6 DECEMBER 2024

RESILIENT FLOOR COVERING INSTITUTE (RFCI)

FLOORSCORE FLOORSCORE IAQ Certification

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

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2022) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

1.2 SCHEDULING

Schedule static-control flooring work after any other work which would damage the finished surface of the flooring.

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-03 Product Data

Static-Control Resilient Flooring ; G, AE

Recycled content for Static-Dissipative Vinyl Tile ; S

Accessories ; G

Adhesives ; G

Warranty

SD-04 Samples

Static-Control Resilient Flooring ; G, AE

Moldings ; G

Special Treatment Materials ; G

Accessories ; G

SD-06 Test Reports

Fire Resistance

SECTION 09 62 38.00 14 Page 2

Moisture, Alkalinity and Bond

Testing

SD-07 Certificates

Indoor Air Quality for Static-Dissipative Vinyl Tile

Indoor Air Quality for Adhesives ; S

Qualifications of Applicator

SD-08 Manufacturer's Instructions

Static-Control Resilient Flooring ; G

Accessories ; G

SD-10 Operation and Maintenance Data

Static-Control Resilient Flooring ; G

Accessories ; G

SD-11 Closeout Submittals

HPSB Guiding Principles Documentation; S

1.3.1 Samples

1.3.1.1 Static-Control Resilient Flooring

Submit three samples of each indicated color and type of flooring, base, moldings, and accessories sized a minimum 2-1/2 by 4 inch .

1.3.1.2 Moldings

Submit three pieces of each type at least 12 inches long.

1.3.1.3 Special Treatment Materials

Submit three samples showing system and installation method.

1.3.1.4 Operations and Maintenance Data

a. Submit Data Package 1 in accordance with Section 01 78 23.00 14

OPERATION AND MAINTENANCE DATA.

b. Submit three copies of manufacturer's maintenance instructions for each type of flooring material describing recommended type of cleaning equipment and materials, spotting and cleaning methods, and cleaning cycles.

SECTION 09 62 38.00 14 Page 3

1.4 CERTIFICATIONS

1.4.1 Indoor Air Quality Certifications

1.4.1.1 Floor Covering Materials

Provide Static-Dissipative Vinyl Tile and wall base products certified to meet indoor air quality requirements by FLOORSCORE, UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party programs that products meet the requirements of this Section. Provide current product certification documentation from certification body.

1.4.1.2 Adhesives

Provide 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 third-party programs that products meet the requirements of this Section. Provide current product certification documentation from certification body.

1.5 EXTRA MATERIALS

Provide extra material from same dye lot for future maintenance. Provide a minimum of 5 percent of total square yards of each flooring and base type, pattern, and color.

1.6 QUALITY ASSURANCE

The flooring manufacturer will approve the Qualifications of Applicator and certify that he/she has a minimum of 3 years of experience in the application of the materials to be used.

1.7 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the building site in original unopened containers bearing the manufacturer's name, style name, pattern color name and number, size, production run, project identification, handling instructions and related information. Observe ventilation and safety procedures specified in the Safety Data Sheets (SDS). Do not store flooring near materials that may off-gas or emit harmful fumes, such as kerosene heaters, fresh paint, or adhesives.

1.7.1 Static-Control Resilient Flooring

Store materials in a clean, dry, secure, and well-ventilated area free from strong contaminant sources and residues with ambient air temperature range as recommended by the manufacturer but not less than 68 degrees F or more than 85 degrees F . Stack materials according to manufacturer's recommendations. Protect materials from the direct flow of heat from hot-air registers, radiators and other heating fixtures and appliances.

1.8 ENVIRONMENTAL CONDITIONS

Provide temporary ventilation during work of this section.

1.8.1 Static-Control Resilient Flooring

Maintain areas in which resilient flooring is to be installed at a

SECTION 09 62 38.00 14 Page 4 temperature range as recommended by the manufacturer but not less than 68 degrees F or more than 85 degrees F for 3 days before application, during application and 2 days after application, unless otherwise directed by the flooring manufacturer for the flooring being installed. Maintain a minimum temperature range as recommended by the manufacturer but not less than 55 degrees F thereafter for the duration of the contract. Provide adequate ventilation to remove moisture from area and to comply with regulations limiting concentrations of hazardous vapors.

1.9 WARRANTY

1.9.1 Static-Control Resilient Flooring

Provide manufacturer's standard performance guarantees or warranties including a five year wear warranty and ten year conductivity warranty.

1.10 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29.00 14 SUSTAINABILITY REQUIREMENTS AND REPORTING for project HPSB Guiding Principles local/regional materials, low-emitting materials, recycled content, bio-based materials, and rapidly renewable materials HPSB Guiding Principles requirements.

PART 2 PRODUCTS

2.1 STATIC-CONTROL RESILIENT FLOORING

2.1.1 Static-Dissipative Resilient Flooring

2.1.1.1 Static-Dissipative Vinyl Tile

Static-dissipative vinyl tile must be a homogeneous vinyl product and conform to ASTM F1700. Provide electrical resistance from surface to surface and surface to ground between 1,000,000 ohms (1.0 x 10 to the 6th) and 1,000,000,000 ohms (1.0 x 10 to the 9th) when tested in accordance with ASTM F150. Tile must be 12 inches square and 1/8 inch thick. Tile must be pre-grooved for heat welding of seams. As required, provide welding rods as recommended by the manufacturer.

Provide Static-Dissipative Vinyl Tile containing a minimum of 10 percent recycled content. Provide data identifying percentage of recycled content for Static-Dissipative Vinyl Tile .

Provide certification of indoor air quality for Static-Dissipative Vinyl Tile .

2.2 WALL BASE

2.2.1 Self-Coving

Self-coving must consist of static-control resilient flooring over a cove stick and must have cove cap as recommended by the manufacturer of the flooring. Self-coving base material must be same as floor material.

2.3 ADHESIVES

Provide conductive adhesive as recommended by the manufacturer of the

SECTION 09 62 38.00 14 Page 5 static-control flooring and self-coving base. Provide conductive adhesive for carpet tile that is also releasable as recommended by the manufacturer. Provide adhesive for wall base as recommended by the wall base manufacturer.

Provide non-aerosol adhesive products used on the interior of the building (defined as inside of the weatherproofing system) that meet either emissions requirements of CDPH SECTION 01350 (use the office or classoom requirements, regardless of space type) or VOC content requirements of SCAQMD Rule 1168 . Provide aerosol adhesives used on the interior of the building that meet either emissions requirements of CDPH SECTION 01350 (use the office or classoom requirements, regardless of space type) or VOC content requirements of GS-36. Provide certification or validation of indoor air quality for adhesives .

2.4 MOLDINGS

Provide heavy duty tapered moldings of vinyl or rubber and types as recommended by flooring manufacturer for both edges and transitions of flooring materials specified. Provide vertical lip on molding of maximum 1/4 inch . Provide bevel change in level between 1/4 and 1/2 inch with a slope no greater than 1:2. Provide color to match resilient base.

2.5 ACCESSORIES

Use accessories recommended by the manufacturer of the flooring.

2.6 ELECTRICAL GROUND CONNECTION

Provide an electrical ground connection that meets the requirements of ESD S6.1 . Connection between the static-control floor system and the external grounding system must be provided. Contact with the static-control floor system must be with conductive grounding strip and must have the greater of the following: a minimum contact area of 9 square inch or the dimensions recommended by the manufacturer. Provide the grounding conductor recommended by the manufacturer of the flooring.

Connect and install the grounding conductor as recommend by the flooring manufacturer.

2.7 MANUFACTURER'S COLOR, PATTERN AND TEXTURE

Provide color, pattern and texture as indicated. Provide flooring in any one continuous area or replacement of damaged flooring in continuous area from same production run with same shade and pattern.

2.8 FIRE RESISTANCE TESTING REQUIREMENTS

Provide a minimum average critical radiant flux of 0.22 watts per square centimeter for flooring in corridors and exits when tested in accordance with ASTM E648.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Before any work under this section is begun, defects such as rough or scaling concrete, low spots, high spots, and uneven surfaces must be corrected, and damaged portions of concrete slabs must be repaired in accordance with flooring manufacturer's recommended instructions. Floor

SECTION 09 62 38.00 14 Page 6 must be in a level plane with a maximum variation of 1/8 inch every 10 feet , except where indicated as sloped. Repair cracks and irregularities and prepare the subfloor in accordance with flooring manufacturer's recommended instructions. Curing and sealing compounds should not be used on concrete surfaces to receive flooring unless they have been tested and approved by the flooring manufacturer. In addition, remove paint, varnish, oils, release agents, sealers, waxes, and adhesives, as required by the flooring product in accordance with manufacturer's printed installation instructions. If a curing compound is required, it must be coordinated for compatibility with the flooring adhesive.

3.2 MOISTURE, ALKALINITY AND BOND TESTS

Determine the suitability of the concrete subfloor for receiving the flooring with regard to moisture content and pH level by moisture and alkalinity tests. Conduct moisture testing in accordance with ASTM F1869 or ASTM F2170, unless otherwise recommended by the flooring manufacturer.

Conduct alkalinity testing as recommended by the flooring manufacturer.

Determine the compatibility of the flooring adhesives to the concrete floors by a bond test in accordance with the flooring manufacturer's recommendations.

3.3 GENERAL INSTALLATION

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

3.4 INSTALLATION OF STATIC-CONTROL RESILIENT TILE FLOORING

Install static-control resilient flooring, ground connections, heat welded joints as specified by the manufacturer, and accessories in accordance with the approved manufacturer's installation instructions. Tile lines and joints must be kept square, symmetrical, tight, and even. Tile at the perimeter of the area to be finished may vary as necessary to maintain full-size tiles in the field, but no perimeter tile may be less than one-half the field tile size, except where irregular shaped rooms make it impossible. Tile must be cut, fitted, and scribed to walls, partitions, and projections after field flooring has been applied. Install grounding strips in accordance with manufacturer's installation instructions.

Protect edges of flooring material meeting hard surface flooring with molding and install in accordance with the molding manufacturer's printed instructions.

3.5 INSTALLATION OF WALL BASE

3.5.1 Self-Coving

The static-control resilient flooring must have a self-coving base and must be installed in accordance with the flooring manufacturer's printed installation instructions. Extend the self-cove up the walls, columns and pilasters 4 inches . Terminate the coving with a cove cap. Place a cove stick at the floor-wall junction to support the coving at the bend.

Provide self-cove at room perimeter and at fixed vertical interruptions to the flooring as indicated. Provide protective metal corners at outside and inside corners.

3.6 CLEANING AND PROTECTION

The flooring must be cleaned in accordance with the manufacturer's

SECTION 09 62 38.00 14 Page 7 recommendations. Flooring must be protected by a covering of heavy-duty building paper before foot traffic is permitted. Lap and secure edges of kraft paper protection to provide a continuous cover. Boardwalks must be placed over flooring in areas where subsequent building operations might damage the floor. Remove and replace flooring that becomes loose, broken, or curled prior to acceptance, or flooring that does not conform to resistance requirements of ASTM F150.

3.7 TESTING

Test the flooring in accordance with and conform to the requirements of

ESD S6.1 .

-- End of Section --

SECTION 09 62 38.00 14 Page 8

SECTION 10 26 00.00 14

WALL AND DOOR PROTECTION

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 within the text by the basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

ASTM INTERNATIONAL (ASTM)

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

ASTM B221 (2021) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM D543 (2020) Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents

ASTM F476 (2014) Standard Test Methods for Security of Swinging Door Assemblies

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

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2017; Version 1.2) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

GREEN SEAL (GS)

GS-36 (2013) Adhesives for Commercial Use

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE J1545 (2005; R 2021) Instrumental Color

SECTION 10 26 00.00 14 Page 1

Difference Measurement for Exterior Finishes, Textiles and Colored Trim

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2022) 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 Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Corner Guards ; G

SD-03 Product Data

Corner Guards ; G

Recycled content for aluminum component of corner guards ; S

Recycled content for steel component of corner guards ; S

SD-04 Samples

Corner Guards ; G

SD-07 Certificates

Indoor air quality for adhesives ; S

SD-10 Operation and Maintenance Data

Corner Guards , Data Package 1; G

1.3 CERTIFICATIONS

1.3.1 Indoor Air Quality

1.3.1.1 Adhesives and Sealants

Provide 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 third-party program that products meet the requirements of this section. Provide current product certification documentation from certification body. When product does not have certification, provide validation that product meets the indoor air quality product requirements cited herein.

SECTION 10 26 00.00 14 Page 2

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the project site in manufacturer's original unopened containers with seals unbroken and labels and trademarks intact. Keep materials dry, protected from weather and damage, and stored under cover.

Store materials at approximately 70 degrees F for at least 48 hours prior to installation.

1.5 WARRANTY

Provide manufacturer's warranty to repair or replace defective materials and workmanship for a 1 year period of one year from date of final acceptance of the work.

1.6 EXTRA MATERIALS

Provide extra corner guards of each color and type at the rate of 2 percent of the total materials required. Package all extra materials in original properly marked containers bearing the manufacturer's name, brand name, pattern color name and number, production run, and handling instructions. Provide extra materials from the same lot as those installed. Leave extra stock at the site in location assigned by Contracting Officer.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

To the maximum extent possible, provide wall and door protection items that are standard products of a single manufacturer and furnished as detailed. Drawings show general configuration of products required, and items differing in minor details from those shown are acceptable.

Submit detailed shop drawings of each wall and door protection item indicated. Include elevations, dimensions, clearances, details of construction and anchorage, and details of joints and connections.

Submit manufacturers' descriptive product data for each wall and door protection item indicated. Include manufacturers' literature, finishes, profiles and thicknesses of materials.

Submit manufacturers' operations and maintenance data for each wall and door protection item indicated in accordance with Section 01 78 23.00 14

OPERATIONS AND MAINTENANCE DATA.

2.1.1 Resilient Material

Provide resilient material consisting of high impact resistant extruded PVC free, acrylic vinyl or injection molded thermal plastic conforming to the following:

2.1.1.1 Minimum Impact Resistance

Minimum impact resistance must be 49.62 ft-lbs/sq. inch when tested in accordance with ASTM F476.

SECTION 10 26 00.00 14 Page 3

2.1.1.2 Integral Color

Provide colored components having integral color and matched in accordance with SAE J1545 to within plus or minus 1.0 on the CIE-LCH scales.

2.1.1.3 Chemical and Stain Resistance

Provide materials resistant to chemicals and stains reagents in accordance with ASTM D543.

2.1.1.4 Fungal and Bacterial Resistance

Provide materials resistant to fungi and bacteria in accordance with ASTM G21, as applicable.

2.2 CORNER GUARDS

2.2.1 Resilient Corner Guards

Provide flush mountedand surface mounted corner guards, radius formed to profile shown. Provide corner guards that extend from floor to ceiling. as indicated in drawings. Furnish mounting hardware, cushions, and base plates. Provide assembly consisting of a snap-on corner guard formed from high impact resistant resilient material, mounted on a continuous aluminum retainer. Extruded aluminum retainer conforms to ASTM B221, alloy 6063, temper T5 or T6. Provide aluminum components that contain a minimum of 35 percent recycled content. Provide data identifying percentage of recycled content for aluminum component of corner guards . Flush mounted type guards act as a stop for adjacent wall finish material. Furnish factory fabricated end closure caps for top and bottom of surface mounted corner guards. Provide flush mounted corner guards installed in fire rated wall that maintain the rating of the wall. Manufacturer to provide insulating materials that are an integral part of the corner guard system. Provide exposed metal portions of fire rated assemblies with a paintable surface.

2.2.2 Stainless Steel Corner Guards

Provide stainless steel base material that contains a minimum of 60 percent recycled content. Provide data identifying percentage of recycled content for steel component of corner guards . Fabricate stainless steel base material of 16 gauge thick material conforming to ASTM A167, type 430 or 304. Provide corner guards that extend from floor to ceiling as indicated in drawings . Form corner guard to dimensions shown.

2.3 TRIM, FASTENERS AND ANCHORS

Provide aluminum, PVC free trim, fasteners and anchors for each specific installation as indicated by the manufacturer.

2.4 FINISH

Submit samples indicating color and texture of materials requiring color and finish.

2.4.1 Aluminum Finish

Provide aluminum finish accordance with AA DAF45; exposed aluminum with designation AA-C22A31 chemically etched medium matte, with clear anodic coating. Provide Class II architectural coating that is 0.4 mil thick.

SECTION 10 26 00.00 14 Page 4

Provide concealed aluminum with mill finish as fabricated, uniform in natural color and free from surface blemishes.

2.4.2 Stainless Steel Finish

Provide stainless steel finish in accordance with ASTM A167, Type 302 or 304, finish number 4.

2.4.3 Resilient Material Finish

Provide resilient material finish of embossed stipple texture with colors in accordance with SAE J1545 .

2.5 ADHESIVES

Provide adhesive for resilient material in accordance with manufacturers recommendations. Provide sealants and non-aerosol adhesive products used on the interior of the building (defined as inside of the weatherproofing system) that meet either emissions requirements of CDPH SECTION 01350 (limit requirements for either office or classroom spaces regardless of space type) the VOC content requirements of SCAQMD Rule 1168 , or VOC content requirements of GS-36. Provide certification of indoor air quality for adhesives .

2.6 COLOR

Provide color as indicated on the material finish schedule drawing;

colors listed are not intended to limit the selection of equal colors from other manufacturers.

PART 3 EXECUTION

3.1 INSTALLATION

Do not install items that show visual evidence of biological growth.

Install items on surfaces that are clean, smooth, and free of obstructions.

3.1.1 Corner Guards

a. Mount guards on external corners of interior walls, partitions and columns and in accordance with manufacturer's written installation instructions.

b. For wall guards, space brackets at no more than 3 feet on centers and anchor to the wall in accordance with the manufacturer's written installation instructions.

3.1.1.1 Stainless Steel Guards

a. Mount guards on external corners of interior walls, partitions and columns and in accordance with manufacturer's recommendations.

b. Where corner guards are installed on walls, partitions or columns finished with plaster or ceramic tile, anchor corner guards as indicated by the manufacturer. Coat back surfaces of corner guards, where shown, with a non-flammable, sound deadening material. Overlap corner guards on finish plaster surfaces.

SECTION 10 26 00.00 14 Page 5

c. Where corner guards are installed on gypsum board, clean surfaces and anchor guards with a neoprene solvent-type contact adhesive specifically manufactured for use on gypsum board construction.

Remove excess adhesive from the guard edges and allow to cure undisturbed for 24 hours.

-- End of Section --

SECTION 10 26 00.00 14 Page 6

SECTION 23 05 48.19 14

SEISMIC BRACING FOR MECHANICAL

05/18, CHG 2: 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 within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 355.2 (2007) Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary

ACI 355.4 (2011) Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4) and Commentary

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C105/A21.5 (2018) Polyethylene Encasement for Ductile-Iron Pipe Systems

AWWA C116/A21.16 (2015) Protective Fusion-Bonded Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray Iron Fittings

AWWA C153/A21.53 (2019) Ductile-Iron Compact Fittings for Water Service

AWWA C213 (2022) Fusion-Bonded Epoxy Coatings and Linings for Steel Water Pipe and Fittings

ASTM INTERNATIONAL (ASTM)

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

ASTM A53/A53M (2024) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A153/A153M (2023) Standard Specification for Zinc

SECTION 23 05 48.19 14 Page 1

Coating (Hot-Dip) on Iron and Steel Hardware

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

ASTM A490 (2014a) Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ASTM A500/A500M (2023) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A536 (1984; R 2019; E 2019) Standard Specification for Ductile Iron Castings

ASTM A563 (2021; E 2022a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A603 (2019) Standard Specification for Zinc-Coated Steel Structural Wire Rope

ASTM D1785 (2015; E 2018) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

ASTM D2665 (2014) Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings

ASTM E488/E488M (2022) Standard Test Methods for Strength of Anchors in Concrete Elements

ASTM F891 (2023) Standard Specification for Coextruded Poly (Vinyl Chloride) (PVC) Plastic Pipe with a Cellular Core

ASTM F1554 (2020) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)

FEMA P-414 (January 2004) Installing Seismic Restraints for Duct and Pipe

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC ES AC156 (2012) Acceptable Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components

ICC ES AC193 (2012) Acceptance Criteria for Mechanical Anchors in Concrete Elements

SECTION 23 05 48.19 14 Page 2

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2024) International Building Code

METAL FRAMING MANUFACTURERS ASSOCIATION (MFMA)

MFMA-4 (2004) Metal Framing Standards Publication

NSF INTERNATIONAL (NSF)

NSF/ANSI 61 (2022) Drinking Water System Components - Health Effects

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1981 (2008) Seismic Restraint Manual Guidelines for Mechanical Systems, 3rd Edition

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2023; with Change 1, 2023) Structural Engineering

UFC 4-010-01 (2018; with Change 3, 2024) DoD Minimum Antiterrorism Standards for Buildings

VIBRATION ISOLATION AND SEISMIC CONTROL MANUFACTURERS ASSOCIATION

(VISCMA)

VISCMA 412 (2014) Installing Seismic Restraints for Mechanical Equipment

1.2 SYSTEM DESCRIPTION

1.2.1 General Requirements

Apply the requirements for seismic protection measures described in this section and on the drawings to the mechanical equipment and mechanical systems both inside and outside of the building along with exterior utilities and systems listed below. Where there is a conflict between the specifications and the drawings, the specifications will take precedence.

Accomplish resistance to lateral forces induced by earthquakes without consideration of friction resulting from gravity loads.

1.2.2 Mechanical Equipment

Install the following mechanical systems as required on the drawings and other sections of these specifications and seismically protect them in accordance with this specification. In addition to being braced for life safety, mechanical systems with an Ip greater than 1.0 must be required to perform post-earthquake conditions.

Equipment/Components/Systems with Ip = 1.0

Command Center

Water Heaters Non-DSS Exhaust Fans

SECTION 23 05 48.19 14 Page 3

Domestic Water Booster Pumps Domestic Water Hydro-Pneumatic Tank Water Softener Potable Water Sanitary Sewer

Power Plant

Lube Oil System Radon Piping

Equipment/Components/Systems with Ip = 1.5 (Designated Seismic Systems -

DSS).

Command Center Storage Tanks for Water Chillers Fan Coil Units Condensing Unit Energy Wheel

Battery Exhaust Fans Clean Agent Exhaust Fans Air Handling Units Chilled Water Pumps Expansion Tanks Air Separators VAV Boxes Computer Room Air Conditioners Chilled Water Supply Air Underfloor Air Fire Protection Sprinkler

Power Plant Storage Tanks for Fuel Oil Fan Coil Units Fan Coil Unit Condensing Unit Exhaust Fans Air Handling Units Air Handling Unit Condensing Unit Pumps Computer Room Air Conditioners Generators Generator Accessories Fuel Coolers Lube Oil System Fuel Oil System

Air Handling System Exhaust System Refrigerant System Fire Protection Sprinkler System

UL

Fuel Conveyance System Pumps

1.2.3 List of Systems and Equipment

Submit List of systems and equipment to be qualified by tag number as well as List of systems and equipment to be braced and anchored by tag number.

SECTION 23 05 48.19 14 Page 4

1.2.4 Contractor Designed Bracing

Submit copies of the Contractor Designed Bracing for CC , and Contractor Designed Bracing for PP design calculations with the drawings.

Calculations must be approved, certified, stamped and signed by a registered Professional Structural Engineer. Calculations must verify the capability of structural members to which bracing is attached for carrying the load from the brace. Design the bracing in accordance with UFC 3-301-01 , UFC 4-010-01 , and additional data furnished by the Contracting Officer. For the equipment and systems installed above the Seismic Isolation System interface in the Command Center, the horizontal force may be determined using Attachment A Command Center In-Structure Response Spectra to Section 13 48 73.00 14 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT and Section 13.3.1.4 of ASCE 7-16 with an Ip=1.0 and the vertical force to be determined using +/- (0.67)*(Sds)*(Wp).

Resistance to lateral forces induced by earthquakes must be accomplished without consideration of friction resulting from gravity loads.

UFC 3-301-01 uses parameters for the building, not for the equipment in the building; therefore, corresponding adjustments to the formulas must be required. Loadings determined using UFC 3-301-01 are based on strength design; therefore, AISC 325 Specifications must be used for the design.

The bracing for the mechanical equipment designated in paragraph 1.2.2 and systems designated in paragraph 1.2.3 must be developed by the Contractor.

1.2.5 Contractor Designed Bracing and Anchorage

Seismic bracing is required for all mechanical systems and equipment, and other nonstructural building components as required by UFC 3-301-01 .

Bracing supports not shown on the drawings must be designed, detailed, fabricated, constructed, and inspected according to UFC 3-301-01 and all reference standard contained herein. Submit details for the following equipment:

Contractor Designed Bracing and Anchorage for Command Center (CC) Contractor Designed Bracing and Anchorage for Domestic Water Booster

Pumps (CC) Contractor Designed Bracing and Anchorage for Domestic Water

Hydro-Pneumatic Tank (CC) Contractor Designed Bracing and Anchorage for Water Softener (CC) Contractor Designed Bracing and Anchorage forNon-DSS Exhaust Fans (CC) Contractor Designed Bracing and Anchorage for Exhaust System (PP) Contractor Designed Bracing and Anchorage for Fuel Conveyance System

(UL)

Contractor Designed Bracing and Anchorage for Potable Water (CC) Contractor Designed Bracing and Anchorage for Potable Water (PP) Contractor Designed Bracing and Anchorage for Pumps (PP) Contractor Designed Bracing and Anchorage for Pumps (UL) Contractor Designed Bracing and Anchorage for Radon Piping (PP) Contractor Designed Bracing and Anchorage for Refrigerant System (PP) Contractor Designed Bracing and Anchorage for Sanitary Sewer (CC) Contractor Designed Bracing and Anchorage for Sanitary Sewer (PP) Contractor Designed Bracing and Anchorage for Storage Tanks for Fuel

Oil (PP) Contractor Designed Bracing and Anchorage for Water Heaters (CC)

Contractor Designed Bracing and Anchorage for Air Exhaust Duct (CC)

SECTION 23 05 48.19 14 Page 5

Contractor Designed Bracing and Anchorage for Air Handling/Distribution (CC)

Contractor Designed Bracing and Anchorage for Air Handling (PP) Contractor Designed Bracing and Anchorage for Air Handling Unit

Condensing Unit (PP) Contractor Designed Bracing and Anchorage for Air Handling Units (CC) Contractor Designed Bracing and Anchorage for Air Handling Units (PP)

Contractor Designed Bracing and Anchorage for Air Separators (CC) Contractor Designed Bracing and Anchorage for Battery Exhaust Fans (CC) Contractor Designed Bracing and Anchorage for Chilled Water (CC) Contractor Designed Bracing and Anchorage for Chilled Water Pumps (CC) Contractor Designed Bracing and Anchorage for Chillers (CC) Contractor Designed Bracing and Anchorage for Clean Agent Exhaust Fans

(CC)

Contractor Designed Bracing and Anchorage for Computer Room Air

Conditioners (CC) Contractor Designed Bracing and Anchorage for Condensing Unit (CC) Contractor Designed Bracing and Anchorage for Energy Wheel (CC) Contractor Designed Bracing and Anchorage for Exhaust Fans (PP) Contractor Designed Bracing and Anchorage for Exhaust System (PP) Contractor Designed Bracing and Anchorage for Expansion Tanks (CC) Contractor Designed Bracing and Anchorage for Fan Coil Unit Condensing

Unit (PP) Contractor Designed Bracing and Anchorage for Fan Coil Units (CC) Contractor Designed Bracing and Anchorage for Fan Coil Units (PP) Contractor Designed Bracing and Anchorage for Fire Protection

Sprinkler System (CC) Contractor Designed Bracing and Anchorage for Fire Protection

Sprinkler System (PP) Contractor Designed Bracing and Anchorage for Fuel Oil (PP) Contractor Designed Bracing and Anchorage for Fuel Oil Pumps (PP) Contractor Designed Bracing and Anchorage for Generator Accessories

(PP)

Contractor Designed Bracing and Anchorage for Generators (PP) Contractor Designed Bracing and Anchorage for Radon Piping (PP) Contractor Designed Bracing and Anchorage for Refrigerant System (PP) Contractor Designed Bracing and Anchorage for Storage Tanks for Fuel

Oil (PP) Contractor Designed Bracing and Anchorage for Supply Air Duct (CC) Contractor Designed Bracing and Anchorage for Underfloor Air

Distribution (CC) Contractor Designed Bracing and Anchorage for VAV Boxes (CC)

Equipment Requirements for Command Center (CC) Equipment Requirements for Domestic Water Booster Pumps (CC) Equipment Requirements for Domestic Water Hydro-Pneumatic Tank Equipment Requirements for Water Softener (CC) Equipment Requirements for Non-DSS Exhaust Fans (CC) Equipment Requirements for Exhaust System (PP) Equipment Requirements for Fuel Conveyance System (UL) Equipment Requirements for Potable Water (CC) Equipment Requirements for Potable Water (PP) Equipment Requirements for Pumps (UL) Equipment Requirements for Pumps (PP) Equipment Requirements for Radon Piping (PP) Equipment Requirements for Refrigerant System (PP) Equipment Requirements for Sanitary Sewer (CC) Equipment Requirements for Sanitary Sewer (PP)

SECTION 23 05 48.19 14 Page 6

Equipment Requirements for Water Heaters (CC)

Equipment Requirements for Air Exhaust Duct (CC) Equipment Requirements for Air Handling (PP) Equipment Requirements for Air Handing/Distribution (CC) Equipment Requirements for Air Handling Unit Condensing Unit (PP) Equipment Requirements for Air Handling Units (CC) Equipment Requirements for Air Handling Units (PP) Equipment Requirements for Air Separators (CC) Equipment Requirements for Battery Exhaust Fans (CC) Equipment Requirements for Chilled Water (CC) Equipment Requirements for Chilled Water Pumps (CC) Equipment Requirements for Chillers (CC) Equipment Requirements for Clean Agent Exhaust Fans (CC) Equipment Requirements for Computer Room Air Conditioners (CC) Equipment Requirements for Condensing Unit (CC) Equipment Requirements for Energy Wheel (CC) Equipment Requirements for Expansion Tanks (CC) Equipment Requirements for Exhaust Fans (PP) Equipment Requirements for Exhaust System (PP ) Equipment Requirements for Fan Coil Unit Condensing Unit (PP) Equipment Requirements for Fan Coil Units (CC) Equipment Requirements for Fan Coil Units (PP) Equipment Requirements for Fire Protection Sprinkler System (CC) Equipment Requirements for Fire Protection Sprinkler System (PP) Equipment Requirements for Fuel Coolers (PP) Equipment Requirements for Fuel Oil (PP) Equipment Requirements for Fuel Oil Pumps (PP) Equipment Requirements for Generator Accessories (PP) Equipment Requirements for Generators (PP) Equipment Requirements for Radon Piping (PP) Equipment Requirements for Refrigerant System (CC) Equipment Requirements for Storage Tanks for Fuel Oil (PP) Equipment Requirements for Storage Tanks for Water (CC) Equipment Requirements for Supply Air Duct (CC) Equipment Requirements for Underfloor Air Distribution (CC) Equipment Requirements for VAV Boxes (CC)

Component Qualification Documentation Air Exhaust Duct (CC) Component Qualification Documentation Air Handling (PP) Component Qualification Documentation Air Handing/Distribution (CC) Component Qualification Documentation Air Handling Unit Condensing Unit (PP) Component Qualification Documentation Air Handling Units (CC) Component Qualification Documentation Air Handling Units (PP) Component Qualification Documentation Air Separators (CC) Component Qualification Documentation Battery Exhaust Fans (CC) Component Qualification Documentation Chilled Water (CC) Component Qualification Documentation Chilled Water Pumps (CC) Component Qualification Documentation Chillers (CC) Component Qualification Documentation Clean Agent Exhaust Fans (CC) Component Qualification Documentation Computer Room Air Conditioners (CC) Component Qualification Documentation Condensing Unit (CC) Component Qualification Documentation Energy Wheel (CC) Component Qualification Documentation Exhaust Fans (PP) Component Qualification Documentation Exhaust System (PP)

SECTION 23 05 48.19 14 Page 7

Component Qualification Documentation Expansion Tanks (CC) Component Qualification Documentation Fan Coil Unit Condensing Unit

(PP)

Component Qualification Documentation Fan Coil Units (CC) Component Qualification Documentation Fan Coil Units (PP) Component Qualification Documentation Fire Protection Sprinkler System (CC) Component Qualification Documentation Fire Protection Sprinkler System (PP) Component Qualification Documentation Fuel Coolers (PP) Component Qualification Documentation Fuel Oil (PP) Component Qualification Documentation Fuel Oil Pumps (PP) Component Qualification Documentation Generator Accessories (PP) Component Qualification Documentation Generators (PP) Component Qualification Documentation Refrigerant System (PP) Component Qualification Documentation Storage Tanks for Fuel Oil

(PP)

Component Qualification Documentation Storage Tanks for Water (CC) Component Qualification Documentation Supply Air Duct (CC) Component Qualification Documentation Underfloor Air Distribution

(CC)

Component Qualification Documentation VAV Boxes (CC) Component Qualification Documentation Pumps (UL) Component Qualification Documentation Fuel Conveyance System (UL)

1.2.6 Items Not Covered By This Section

1.2.6.1 Fire Protection Systems

Install seismic protection of piping for fire protection systems as specified in Section 21 13 13.00 14 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION, and Section 21 22 00.00 14 CLEAN AGENT FIRE EXTINGUISHING

SYSTEM.

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

List of Systems and Equipment to be Qualified ; G

List of Systems and Equipment to be Braced and Anchored ; G

SD-02 Shop Drawings

Coupling and Bracing for CC Coupling and Bracing for PP

Flexible Couplings or Joints for CC Flexible Couplings or Joints for PP

Equipment Restraint for CC Equipment Restraint for PP

SECTION 23 05 48.19 14 Page 8

Contractor Designed Bracing for CC ; G Contractor Designed Bracing for PP ; G

Contractor Designed Bracing and Anchorage for Command Center ; G

(CC)

Contractor Designed Bracing and Anchorage for Domestic Water Booster Pumps ; G (CC) Contractor Designed Bracing and Anchorage for Domestic Water Hydro-Pneumatic Tank ; G (CC) Contractor Designed Bracing and Anchorage for Water Softener ; G

(CC)

Contractor Designed Bracing and Anchorage for Non-DSS Exhaust Fans ;

G (CC)

Contractor Designed Bracing and Anchorage for Exhaust Fans ; G (PP) Contractor Designed Bracing and Anchorage for Fuel Conveyance System ; G (UL) Contractor Designed Bracing and…