Am-0009_W9128F20R0002.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

W9128F

CONSOLIDATED SPACE OPERATIONS FACILITY, PNGLEN203001 (FY20), SCHRIEVER AFB, COLORADO

See attached documentation for content of the amendment revisions to solicitation

Date for receipt of Volume II proposals is 10 JUN 2021 at 1400 hours

Government Point of Contact: Melissa Harlon, Contract Specialist, Melissa.R.Harlon@usace.army.mil

U.S.ARMY CORPS OF ENGINEERS, OMAHA DIST

Attn: CONTRACTING DIVISION (CENWO-CT-M)

1616 CAPITOL AVENUE

OMAHA, NE 68102-4901

See Item 6

W9128F20R0002

04 Jun 21

23-Mar-2021

04 Jun 21

Am #0009 - 1

Am #0009 - 2 (Continuation SF 30)

04 JUN 2021

Solicitation No. W9128F 20 R 0002

Date of Issue: 23 MAR 2021 Date of Receiving Volume II Proposals: 10 JUN 2021

SUBJECT: Amendment No. 0009 to Request for Proposal Solicitation Package for Construction of CONSOLIDATED SPACE OPERATIONS FACILITY.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.) NONE

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification sections as noted below. The substituted sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified with highlighting unless section is noted as new or completely reissued; all portions of the revised specification pages apply regardless of whether changes are shown with highlighting.

VOLUME 2 SPECIFICATIONS – CSOF:

Pages or Sections Deleted Pages or Sections Substituted or Added 09 69 13 09 69 13 10 22 39 10 22 39 10 51 14 10 51 14 22 00 00 22 00 00 26 32 15.00 10 26 32 15.00 10 26 51 00 26 51 00

c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border and reissued with this amendment.

CSOF PACKAGE - VOLUME 1 OF 8 – LIFE SAFETY, CIVIL, LANDSCAPE:

(1) Sheet GC402, CONSTRUCTION PHASING ENLARGED PLAN - PROPOSED STOCKPILE

LOCATION

(2) Sheet CS101, CIVIL SITE PLAN - SHEET 1

(3) Sheet CS401, CIVIL SITE ENLARGED PLAN - SHEET 1

(4) Sheet CS403, CIVIL SITE ENLARGED PLAN - SHEET 3

(5) Sheet CS514, CIVIL SITE DETAILS - SHEET 14

(6) Sheet CS515, CIVIL SITE DETAILS - SHEET 15

(7) Sheet CG101, CIVIL GRADING PLAN - SHEET 1

(8) Sheet CG202, CIVIL GRADING PROFILES - SHEET 2

(9) Sheet CG301, CIVIL GRADING SECTIONS - SHEET 1

(10) Sheet CU203, CIVIL UTILITY PROFILES - SHEET 3

(11) Sheet CU204, CIVIL UTILITY PROFILES - SHEET 4

Am #0009 - 3

(12) Sheet CU206, CIVIL UTILITY PROFILES - SHEET 6

(13) Sheet CU506, CIVIL UTILITY DETAILS - SHEET 6

(14) Sheet CU603, CIVIL UTILITY STRUCTURE AND PIPE DATA TABLES

CSOF PACKAGE – VOLUME 2 of 8 – STRUCTURAL:

(1) Sheet S-101, FOUNDATION PLAN - SECTOR 1

(2) Sheet S-500, FOUNDATION SECTIONS AND DETAILS

(3) Sheet S-501, FOUNDATION SECTIONS AND DETAILS

(4) Sheet S-503, FOUNDATION SECTIONS AND DETAILS

(5) Sheet S-504, FOUNDATION SECTIONS AND DETAILS

CSOF PACKAGE – VOLUME 3 of 8 – ARCHITECTURAL:

(1) Sheet A-111, 1ST FLOOR - SECTOR 1 PLAN

(2) Sheet A-200A, BUILDING ELEVATIONS - BID OPTION

(3) Sheet A-204A, ENLARGED BUILDING ELEVATIONS

(4) Sheet A-401, ENLARGED RESTROOM PLANS

(5) Sheet A-458, INTERIOR ELEVATIONS

(6) Sheet A-500, INTERIOR PARTITION TYPES

(7) Sheet A-501, INTERIOR PARTITION TYPES

(8) Sheet A-502, INTERIOR PARTITION TYPES

(9) Sheet A-510, INTERIOR GLASS WALL DETAILS

(10) Sheet A-535, SECTION DETAILS

(11) Sheet A-537, SECTION DETAILS

(12) Sheet A-600, 1ST FLOOR - DOOR SCHEDULE

(13) Sheet A-601, 1ST FLOOR - DOOR SCHEDULE

(14) Sheet A-602, 2ND FLOOR - DOOR SCHEDULE

CSOF PACKAGE – VOLUME 4 of 8 – INTERIOR DESIGN:

(1) Sheet I-151, 1ST FLOOR SECTOR 1 FLOOR PATTERN PLAN

(2) Sheet I-153, 1ST FLOOR SECTOR 3 FLOOR PATTERN PLAN

(3) Sheet I-154, 1ST FLOOR SECTOR 4 FLOOR PATTERN PLAN

(4) Sheet I-155, 1ST FLOOR SECTOR 5 FLOOR PATTERN PLAN

(5) Sheet I-156, 1ST FLOOR SECTOR 6 FLOOR PATTERN PLAN - BASE BID

(6) Sheet I-156A, 1ST FLOOR SECTOR 6A FLOOR PATTERN PLAN - BID OPTION

(7) Sheet I-157, 1ST FLOOR SECTOR 7 FLOOR PATTERN PLAN

(8) Sheet I-159, 1ST FLOOR SECTOR 9 FLOOR PATTERN PLAN - BASE BID

(9) Sheet I-159A, 1ST FLOOR SECTOR 9A FLOOR PATTERN PLAN - BID OPTION

(10) Sheet I-161, 2ND FLOOR SECTOR 1 FLOOR PATTERN PLAN

Am #0009 - 4

(11) Sheet I-163, 2ND FLOOR SECTOR 3 FLOOR PATTERN PLAN

(12) Sheet I-165, 2ND FLOOR SECTOR 5 FLOOR PATTERN PLAN

(13) Sheet I-167, 2ND FLOOR SECTOR 7 FLOOR PATTERN PLAN

(14) Sheet I-169, 2ND FLOOR SECTOR 9 FLOOR PATTERN PLAN - BASE BID

(15) Sheet I-169A, 2ND FLOOR SECTOR 9A FLOOR PATTERN PLAN - BID OPTION

(16) Sheet I-505, INTERIOR ELEVATIONS & DETAILS

(17) Sheet I-506, INTERIOR ELEVATIONS & DETAILS

(18) Sheet IN600, ROOM FINISH SCHEDULE- 1ST FLOOR_BASE BID

(19) Sheet IN601, ROOM FINISH SCHEDULE- 2ND FLOOR_BASE BID

(20) Sheet IN605, MATERIALS & FINISH LEGEND

CSOF PACKAGE – VOLUME 5 of 8 – FIRE PROTECTION, PLUMBING:

(1) Sheet P-100 - OVERALL SANITARY AND VENT - UNDERGROUND

(2) Sheet P-100A, OVERALL SANITARY AND VENT - UNDERGROUND - BID OPTION

(3) Sheet P-101, SANITARY AND VENT - UNDERGROUND - SECTOR 1

(4) Sheet P-102, SANITARY AND VENT - UNDERGROUND - SECTOR 2

(5) Sheet P-103, SANITARY AND VENT - UNDERGROUND - SECTOR 3

(6) Sheet P-104, SANITARY AND VENT - UNDERGROUND - SECTOR 4

(7) Sheet P-105, SANITARY AND VENT - UNDERGROUND - SECTOR 5

(8) Sheet P-106, SANITARY AND VENT - UNDERGROUND - SECTOR 6

(9) Sheet P-106A, SANITARY AND VENT - UNDERGROUND - SECTOR 6 - BID OPTION

(10) Sheet P-107, SANITARY AND VENT - UNDERGROUND - SECTOR 7

(11) Sheet P-108, SANITARY AND VENT - UNDERGROUND - SECTOR 8

(12) Sheet P-109, SANITARY AND VENT - UNDERGROUND - SECTOR 9

(13) Sheet P-109A, SANITARY AND VENT - UNDERGROUND - SECTOR 9 - BID OPTION

(14) Sheet P-110, OVERALL SANITARY AND VENT - FIRST FLOOR

(15) Sheet P-110A, OVERALL SANITARY AND VENT - FIRST FLOOR - BID OPTION

(16) Sheet P-111, SANITARY AND VENT - FIRST FLOOR - SECTOR 1

(17) Sheet P-112, SANITARY AND VENT - FIRST FLOOR - SECTOR 2

(18) Sheet P-113, SANITARY AND VENT - FIRST FLOOR - SECTOR 3

(19) Sheet P-114, SANITARY AND VENT - FIRST FLOOR - SECTOR 4

(20) Sheet P-115, SANITARY AND VENT - FIRST FLOOR - SECTOR 5

(21) Sheet P-116, SANITARY AND VENT - FIRST FLOOR - SECTOR 6

(22) Sheet P-116A, SANITARY AND VENT - FIRST FLOOR - SECTOR 6 - BID OPTION

(23) Sheet P-117, SANITARY AND VENT - FIRST FLOOR - SECTOR 7

(24) Sheet P-118, SANITARY AND VENT - FIRST FLOOR - SECTOR 8

(25) Sheet P-119, SANITARY AND VENT - FIRST FLOOR - SECTOR 9

(26) Sheet P-119A, SANITARY AND VENT - FIRST FLOOR - SECTOR 9 - BID OPTION

Am #0009 - 5

(27) Sheet P-120, OVERALL SANITARY AND VENT - SECOND FLOOR

(28) Sheet P-120A, OVERALL SANITARY AND VENT - SECOND FLOOR - BID OPTION

(29) Sheet P-121, SANITARY AND VENT - SECOND FLOOR - SECTOR 1

(30) Sheet P-122, SANITARY AND VENT - SECOND FLOOR - SECTOR 2

(31) Sheet P-123, SANITARY AND VENT - SECOND FLOOR - SECTOR 3

(32) Sheet P-124, SANITARY AND VENT - SECOND FLOOR - SECTOR 4

(33) Sheet P-125, SANITARY AND VENT - SECOND FLOOR - SECTOR 5

(34) Sheet P-126, SANITARY AND VENT - SECOND FLOOR - SECTOR 6

(35) Sheet P-126A, SANITARY AND VENT - SECOND FLOOR - SECTOR 6 - BID

OPTION

(36) Sheet P-127, SANITARY AND VENT - SECOND FLOOR - SECTOR 7

(37) Sheet P-128, SANITARY AND VENT - SECOND FLOOR - SECTOR 8

(38) Sheet P-129, SANITARY AND VENT - SECOND FLOOR - SECTOR 9

(39) Sheet P-129A, SANITARY AND VENT - SECOND FLOOR - SECTOR 9 - BID

OPTION

(40) Sheet P-130, OVERALL SANITARY AND VENT – ROOF

(41) Sheet P-130A, OVERALL SANITARY VENT - ROOF - BID OPTION

(42) Sheet P-131, SANITARY AND VENT - ROOF - SECTOR 1

(43) Sheet P-132, SANITARY AND VENT - ROOF - SECTOR 2

(44) Sheet P-133, SANITARY AND VENT - ROOF - SECTOR 3

(45) Sheet P-134, SANITARY AND VENT - ROOF - SECTOR 4

(46) Sheet P-135, SANITARY AND VENT - ROOF - SECTOR 5

(47) Sheet P-136, SANITARY AND VENT - ROOF - SECTOR 6

(48) Sheet P-136A, SANITARY AND VENT - ROOF - SECTOR 6 - BID OPTION

(49) Sheet P-137, SANITARY AND VENT - ROOF - SECTOR 7

(50) Sheet P-138, SANITARY AND VENT - ROOF - SECTOR 8

(51) Sheet P-139, SANITARY AND VENT - ROOF - SECTOR 9

(52) Sheet P-139A, SANITARY AND VENT - ROOF - SECTOR 9 - BID OPTION

(53) Sheet P-210, OVERALL DOMESTIC WATER - FIRST FLOOR

(54) Sheet P-210A, OVERALL DOMESTIC WATER - FIRST FLOOR - BID OPTION

(55) Sheet P-211, DOMESTIC WATER - FIRST FLOOR - SECTOR 1

(56) Sheet P-212, DOMESTIC WATER - FIRST FLOOR - SECTOR 2

(57) Sheet P-213, DOMESTIC WATER - FIRST FLOOR - SECTOR 3

(58) Sheet P-214, DOMESTIC WATER - FIRST FLOOR - SECTOR 4

(59) Sheet P-215, DOMESTIC WATER - FIRST FLOOR - SECTOR 5

(60) Sheet P-216, DOMESTIC WATER - FIRST FLOOR - SECTOR 6

(61) Sheet P-216A, DOMESTIC WATER - FIRST FLOOR - SECTOR 6 - BID OPTION

(62) Sheet P-217, DOMESTIC WATER - FIRST FLOOR - SECTOR 7

(63) Sheet P-218, DOMESTIC WATER - FIRST FLOOR - SECTOR 8

Am #0009 - 6

(64) Sheet P-219, DOMESTIC WATER - FIRST FLOOR - SECTOR 9

(65) Sheet P-219A, DOMESITIC WATER PIPING - SECTOR 9 - BID OPTION

(66) Sheet P-220, OVERALL DOMESTIC WATER - SECOND FLOOR

(67) Sheet P-220A, OVERALL DOMESTIC WATER - SECOND FLOOR - BID OPTION

(68) Sheet P-221, DOMESTIC WATER - SECOND FLOOR - SECTOR 1

(69) Sheet P-222, DOMESTIC WATER - SECOND FLOOR - SECTOR 2

(70) Sheet P-223, DOMESTIC WATER - SECOND FLOOR - SECTOR 3

(71) Sheet P-224, DOMESTIC WATER - SECOND FLOOR - SECTOR 4

(72) Sheet P-225, DOMESTIC WATER - SECOND FLOOR - SECTOR 5

(73) Sheet P-226, DOMESTIC WATER - SECOND FLOOR - SECTOR 6

(74) Sheet P-226A, DOMESTIC WATER - SECOND FLOOR - SECTOR 6 - BID OPTION

(75) Sheet P-227, DOMESTIC WATER - SECOND FLOOR - SECTOR 7

(76) Sheet P-228, DOMESTIC WATER - SECOND FLOOR - SECTOR 8

(77) Sheet P-229, DOMESTIC WATER - SECOND FLOOR - SECTOR 9

(78) Sheet P-229A, DOMESTIC WATER - SECOND FLOOR - SECTOR 9 - BID OPTION

(79) Sheet P-401, ENLARGED DOMESTIC WATER PLANS

(80) Sheet P-402, ENLARGED DOMESTIC WATER PLANS

(81) Sheet P-403, ENLARGED DOMESTIC WATER PLANS

(82) Sheet P-404A, ENLARGED DOMESTIC WATER PLANS - BID OPTION

(83) Sheet P-504, PLUMBING DETAILS

(84) Sheet P-601, PLUMBING SCHEDULES

CSOF PACKAGE – VOLUME 6 of 8 – PROCESS MECHANICAL:

(1) Sheet MH117, FIRST FLOOR HVAC PLAN - SECTOR 7

(2) Sheet MP112, FIRST FLOOR PIPING PLAN - SECTOR 2

(3) Sheet MP113, FIRST FLOOR PIPING PLAN - SECTOR 3

(4) Sheet MP117, FIRST FLOOR PIPING PLAN - SECTOR 7

(5) Sheet M-504, DETAILS

(6) Sheet M-506, DETAILS

(7) Sheet M-508, DETAILS

(8) Sheet M-605, MECHANICAL - EQUIPMENT SCHEDULES - SHEET 5

(9) Sheet M-605A, MECHANICAL - EQUIPMENT SCHEDULES - SHEET 5A

(10) Sheet M-606, MECHANICAL - EQUIPMENT SCHEDULES - SHEET 6

(11) Sheet M-607, MECHANICAL - EQUIPMENT SCHEDULES - SHEET 7

CSOF PACKAGE – VOLUME 7 of 8 – ELECTRICAL:

(1) Sheet ES100, CSOF ELECTRICAL SITE PLAN – SHEET 1

(2) Sheet EL601, LIGHTING CONTROL DIAGRAM

Am #0009 - 7

(3) Sheet E-617, PARTIAL ELECTRICAL ONE-LINE DIAGRAM

CSOF PACKAGE – VOLUME 8 of 8 – TELECOMMUNICATIONS, AUDIO VISUAL, SECURITY:

(1) Sheet T-617, OUTSIDE PLANT CABLING SCHEDULE - SHEET 1

ECP PACKAGE:

(1) Sheet GC402-E, CONSTRUCTION PHASING ENLARGED PLAN PROPOSED STOCKPILE

LOCATION

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.

4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 10 JUN 2021.

Attachments:

Specifications listed in 1.b., above Drawings listed in 1.c., above (under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102 4901

04 JUN 2021

nep/2160

This page was intentionally left blank for duplex printing.

Consolidated Space Operations Facility - Schriever AFB, CO SH50

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 69 13

RIGID GRID ACCESS FLOORING

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUSTAINABILITY REQUIREMENTS

1.3 SUBMITTALS

1.4 SPARE PARTS

1.5 QUALITY CONTROL

1.5.1 Qualification of Manufacturer

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Delivery

1.6.2 Storage

1.6.3 Handling

1.7 WARRANTY

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.1.1 Design Requirements

2.1.2 Allowable Tolerances

2.1.2.1 Floor Panel Flatness

2.1.2.2 Floor Panel Length

2.1.2.3 Floor Panel Squareness

2.1.3 Stringers

2.1.4 Pedestals

2.1.5 Bonding Strength of Pedestal Adhesive

2.1.6 Bond Strength of Factory Installed Covering

2.1.7 Seismic Calculations

2.1.7.1 Army Project Specific Requirements

2.2 FLOOR PANELS

2.2.1 Floor System Drawings And Planer Quality

2.2.2 Detailed Installation Drawings

2.2.3 Panel Construction

2.2.3.1 Cementitious-Filled Formed Steel (Composite Panels)

2.2.4 Floor Covering

2.2.4.1 Carpet Tile

2.2.5 Accessories

2.2.6 Resilient Base

2.2.7 Adhesives

2.2.8 Lifting Device

2.3 PANEL SUPPORT SYSTEM

2.3.1 Pedestals

2.3.2 Stringers

2.3.3 Gaskets

2.4 FACTORY TESTS

2.4.1 Load Tests

2.4.2 Bond Strength of Covering

SECTION 09 69 13 Page 1Am #0009

2.5 REGISTERS AND GRILLES

2.6 PERFORATED AIR SUPPLY PANELS

2.7 PERFORATED DIRECTIONAL AIR SUPPLY PANELS

2.8 CUT OUTS

2.9 EDGE CLOSURE

2.10 COLOR

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Preparation for Installation

3.1.2 Pedestals

3.1.3 Stringers

3.1.4 Auxiliary Framing

3.1.5 Panels

3.1.6 Carpet Tile

3.1.7 Resilient Base

3.1.8 Fascia Plates

3.1.9 Repair of Zinc Coating

3.2 FIELD TESTS

3.2.1 Acceptance Tests

3.2.2 Air Leakage

3.2.3 Grounding

3.2.3.1 Metal Grilles

3.2.3.2 Joint Resistance

3.2.4 Electrical Resistance

3.3 CLEANING AND PROTECTION

3.3.1 Cleaning

3.3.2 Protection

3.3.3 Surplus Material Removal

3.4 FIRE SAFETY

3.5 OPERATION AND MAINTENANCE MANUALS

-- End of Section Table of Contents --

SECTION 09 69 13 Page 2Am #0009

SECTION 09 69 13

RIGID GRID ACCESS FLOORING

11/15

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 CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM E648 (2017a) 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

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

CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)

CISCA Access Floors (2007) Recommended Test Procedures for Access Floors

GREEN SEAL (GS)

GS-36 (2013) Adhesives for Commercial Use

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES AC300 (2014) Acceptance Criteria for Access Floors

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

SECTION 09 69 13 Page 3Am #0009

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 253 (2011) Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source

NFPA 75 (2017) Standard for the Protection of Information Technology Equipment

NFPA 99 (2018; TIA 18-1) Health Care Facilities Code

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; with Change 1, 2016) Seismic Design of Buildings

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-C-490 (Rev F; Am 3) Cleaning Methods for Ferrous Surfaces and Pretreatments for Organic Coatings

1.2 SUSTAINABILITY REQUIREMENTS

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 SUSTAINABILITY REPORTING for project requirements.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation ubmittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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

Detailed Installation Drawings; G

Fabrication Drawings; G

SD-03 Product Data

Access Flooring System; G

Indoor Air Quality For Pedestal Adhesive

Indoor Air Quality For Adhesives

SD-04 Samples

Floor Panels

SECTION 09 69 13 Page 4Am #0009

Floor Covering; G

Panel Support System

Accessories; G

Perforated Directional Air Supply Panels; G

Cut Outs; G

SD-05 Design Data

Seismic Calculations

SD-06 Test Reports

Factory Tests

Concentrated Load

Uniform Live Load

Rolling Load

Impact Load

Ultimate Load

Stringer Load

Pedestal Axial Load

Bonding Strength of Pedestal Adhesive

Electrical Resistance

Field Tests

SD-07 Certificates

Compliance with ICC-ES AC300

Compliance with ICC IBC

Certificate of Compliance

Qualification of Manufacturer SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

SD-11 Closeout Submittals

Lifting Device

Warranty

SECTION 09 69 13 Page 5Am #0009

1.4 SPARE PARTS

Provide four spare panels with identical floor covering pedestals and stringers for each 1,000 square feet of access flooring and total of 10 linear feet of cut-out trim. Store extra stock in same manner and location as project materials. Provide extra carpet tile from same dye lot consisting of uncut tiles for future maintenance. Provide a minimum of three percent of total square yards of each carpet type, pattern, and color. Furnish five percent extra of total adhesive tabsone percent extra of total components required for installing carpet tile.

1.5 QUALITY CONTROL

1.5.1 Qualification of Manufacturer

Access flooring manufacturer must have at least 5 years experience in manufacturing access flooring systems. Certify that the manufacturer of the access flooring system meets requirements specified under paragraph entitled QUALIFICATION OF MANUFACTURER.

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Delivery

Deliver materials to site in undamaged condition, in original containers or packages, complete with accessories and instructions. Label packages with manufacturer's name and brand designations. Package materials covered by specific references bearing specification number, type and class as applicable.

1.6.2 Storage

Store all materials in original protective packaging in a safe, dry, and clean location. Store panels at temperatures between 40 and 90 degrees F, and between 20 and 70 percent humidity. Replace defective or damaged materials.

1.6.3 Handling

Handle and protect materials in a manner to prevent damage during the entire construction period.

1.7 WARRANTY

Minimum manufacturer warranty must have no dollar limit, cover full system, and must have a minimum duration of 5 years. Include an agreement to repair or replace floor panels, pedestals or stringers that fail within the warranty period in the standard performance guarantee or warranty.

Failures include, but are not limited to, sagging and warping of panels;

rusting and manufacturers defects of panels or support system. For conductive high pressure laminate provide manufacturer's standard performance guarantees or warranties that extend beyond a one-year period for finish materials. For carpet tile provide manufacturer's standard performance guarantees or warranties including a minimum two years for material and workmanship and ten years for wear, static control, tuft bind and delamination.

SECTION 09 69 13 Page 6Am #0009

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

a. Provide for self-alignment of floor panels, adjustable pedestals and readily removable floor panels covered as specified.

b. Lateral stability of floor support system must be independent of panels. Provide a finished assembly that is rigid and free of vibration, noises, and rocking panels. Provide bolted stringer system with equipotential plane grounding.

c. Submit certificate of compliance attesting that the installed access floor system meets specification requirements, including all special equipment loads and specific electrical and or cable requirements for the complete access flooring system including, but not limited to the following:

(1) Compliance with ICC-ES AC300 and Compliance with ICC IBC Acceptance Criteria for Access Floors.

(2) Load-bearing capabilities of pedestals, floor panels, and pedestal adhesive resisting force.

(3) Supporting independent laboratory test reports. For panel, stringer and pedestal load test results include concentrated loads at center of panel, panel edge midpoint, ultimate loads and uniform loads.

(4) Floor electrical characteristics.

(5) Material requirements.

(6) An elevated floor system free of defects in materials, fabrication, finish, and installation, that will remain so for a period of not less than 1 year after completion.

d. Submit manufacturer's product data for access flooring system consisting of descriptive data, catalog cuts, and installation instructions. Include in the data information about any design and production techniques, total system including all accessories and finish coatings of under-floor components, procedures and policies used to conserve energy, reduce material, improve waste management or incorporate green building/recycled products into the manufacturer of their components or products. Include cleaning and maintenance instructions. Systems which contain zinc electroplated anti-corrosion coatings are prohibited.

2.1.1 Design Requirements

Conduct floor panel testing in accordance with CISCA Access Floors. When tested as specified, make all deflection and deformation measurements at the point of load application on the top surface of the panel. Floor panels must be capable of supporting the following loads:

a. Concentrated load of 1000 psf for the 250 [*Am-9]psf[**Am-9]system and 2500 pounds for the 400 psf system on one square inch, at any point on panel, without a top-surface deflection more than 0.10 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests.

SECTION 09 69 13 Page 7Am #0009

[*Am-9]psf[**Am-9]s

Testing must be in accordance with CISCA Access Floors, Section 1 Concentrated Loads with test panels being supported by understructure to be used with installed system instead of steel support blocks.

b. Uniform live load of 250 psf or 400 psf depending on the floor plan indication, without a top-surface deflection more than 0.06 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests, when tested in accordance with CISCA Access Floors, Section 7 Uniform Load Test with test panels being supported by understructure to be used with installed system instead of steel support blocks.

c. A rolling load of [*Am-9]800 pounds for the 250 psf system or[**Am-9] 2000 pounds [*Am-9]for the 400 psf system [**Am-9]applied through a 3 inch diameter by 1-13/16 inch wide caster for 10 cycles over the same path, without developing a local overall surface deformation greater than 0.04 inch. In accordance with CISCA Access Floors, Section 3 Rolling Loads, the permanent deformation limit under rolling load must be satisfied in all of the specified tests.

d. An impact load of 150 pounds anywhere on the panel dropped from a height of 36 inches onto a 1 square inch area without failure of the system, according to CISCA Access Floors, Section 8 Drop Impact Load Test.

e. Ultimate Load. Panels must meet manufactures published Ultimate Load rating of 1400 pounds for the 250 psf system or 3100 pounds for the 400 psf system when tested in accordance with CISCA Access Floors, Section 2 Ultimate Loading.

f. Safety Factor. Panels must provide a minimum Safety Factor of 5 times the uniform load specified above in accordance with ICC-ES AC300.

2.1.2 Allowable Tolerances

2.1.2.1 Floor Panel Flatness

Plus or minus 0.035 inches on diagonal on top of panel or underneath edge.

2.1.2.2 Floor Panel Length

Plus or minus 0.015 inch.

2.1.2.3 Floor Panel Squareness

Plus or minus 0.02 inch in panel length.

2.1.3 Stringers

Provide stringers capable of supporting a 250 pound or 400 pound concentrated load depending on the specified system at midspan without permanent deformation in excess of 0.010 inch, when tested in accordance with CISCA Access Floors, Section 4 Stringer Load Testing.

2.1.4 Pedestals

Pedestals must be capable of supporting a 5000 pound axial load without permanent deformation, when tested in accordance with CISCA Access Floors, Section 5 Pedestal Axial Load Test.

SECTION 09 69 13 Page 8Am #0009

[*Am-9]800 pounds for the 250 psf system or[**Am-9] [*Am-9]for the 400 psf system [**Am-9]a

2.1.5 Bonding Strength of Pedestal Adhesive

Adhesive for anchoring pedestal bases must have a bonding strength capable of resisting an overturning moment of 2,000 lbf-in when a force is applied to the top of the pedestal in any direction, when tested in accordance with CISCA Access Floors, Section 6 Pedestal Overturning Moment Test.

Pedestal adhesive must meet emissions requirement of CDPH SECTION 01350 (use the office or classroom requirements, regardless of space type).

Provide validation of indoor air quality for pedestal adhesive.

2.1.6 Bond Strength of Factory Installed Covering

Bond strength of floor covering must be sufficient to permit handling of the panels by use of the panel lifting device, and to withstand moving caster loads up to 2000 pounds, without separation of the covering from the panel.

2.1.7 Seismic Calculations

2.1.7.1 Army Project Specific Requirements

Submit seismic calculations for special bracing to resist the effects of seismic or other forces in accordance with UFC 3-310-04, ICC IBC and ASCE 7.

Submit design calculations which demonstrate that the proposed floor system meets requirements for seismic loading. Certified copies of test reports may be submitted in lieu of calculations.

2.2 FLOOR PANELS

2.2.1 Floor System Drawings And Planer Quality

a. Submit Fabrication Drawings for elevated floor systems consisting of fabrication and assembly details to be performed in the factory.

b. Indicate on Location Drawings exact location of pedestals, ventilation openings, cable cutouts, and the panel installation pattern.

c. Provide Detail Drawings showing details of the pedestals, pedestal-floor interlocks, floor panels, panel edging, floor openings, floor opening edging, floor registers, floor grilles, cable cutout treatment, perimeter base, expansion, and peripheral support facilities.

d. Design and workmanship of the floor, as installed, must be completely planar within plus or minus 0.060 inch in 10 feet, 0.100 inch for the entire floor, and 0.030 inch across panel joints.

e. Floor-panel joint-width tolerances must not exceed 0.017 inch as measured with a feeler gage at any point in any joint when the panels are installed and as long as the air leakage requirements specified in this section are met.

f. Submit three complete samples of floor panels.

2.2.2 Detailed Installation Drawings

Submit Detailed Installation Drawings that as a minimum indicate the following:

SECTION 09 69 13 Page 9Am #0009

a. Location of panels

b. Layout of supports, panels, and cutout locations

c. Sizes and details of components

d. Details at floor perimeter and height above structural floor

e. Method of anchorage to structural subfloor

f. Lateral bracing

g. Typical cutout details

h. Gasketing, return air grilles, supply air registers, and perforated panels. Include air transfer capacity of grilles, registers and panels

i. Description of factory coating

j. Floor finishes

k. Location of connection to building grounding electrode

2.2.3 Panel Construction

a. Base access floor system on a 24 by 24 inch square module providing minimum of 27 inch clearance between structural floor and underside of panel and stringer. Fabricate so accurate job cutting and fitting may be done using standard sizes for perimeters and around columns.

b. Do not expose metal on finished top surface of panels. Provide cutouts and cutout closures to accommodate utility systems and equipment intercabling. Reinforce cutouts to meet design load requirements. Provide extra support pedestals at each corner of cutout for cutout panels that do not meet specified design load requirements.

c. Panel design must provide for convenient panel removal for underfloor servicing and for openings for new equipment. Use panels of uniform dimensions within specified tolerances. Permanently mark panels to indicate load rating and model number.

d. Machine square floor panels to within plus or minus 0.015 inch with edge straightness plus or minus 0.0025 inch. If plastic edging is applied to the panel, the tolerances apply to the panel before the plastic edging is applied.

e. Provide panels with holes drilled in corners to align precisely with threaded holes in pedestal heads and to accept countersunk corrosion resistant screws with heads that are flush with top of panel.

2.2.3.1 Cementitious-Filled Formed Steel (Composite Panels)

a. Provide composite panels of die-formed steel construction totally enclosing the panel, including the top surface. The void spaces between the top sheet and the formed steel bottom sheet must be completely filled with an incombustible cementitious or concrete material. Seal cut edges in accordance with manufacturer's recommendations. Bolted panels with bolted stringer understructure:

SECTION 09 69 13 Page 10Am #0009

Fasten end of each stringer and mid-point of each 4 foot stringer positively to pedestal heads, using manufacturer's standard screws.

Provide screws that are removable from top.

b. Grid supported panels must be further tested by supporting them at two opposite edges and applying a 500-pound load at the center of a panel selected; the panel must be similarly tested while supported at the other two edges. Weld failure at any point under this loading is not acceptable. This additional test must be applied to one panel per 500 square feet of floor in the system, but in no case less than two panels. When any weld fails, the number of panels designated by the Contracting Officer must be similarly tested; replace those panels that have a weld failure at no cost to the Government.

2.2.4 Floor Covering

Surface floor panels with carpet tile installed in the field. Provide finish flooring materials in corridors and exits with a critical radiant flux of not less than 0.45 watts per square centimeter (Class 1) when tested in accordance with ASTM E648 or NFPA 253. The electrical resistance must remain stable over the life expectancy of the floor covering. Any anti-static agent used in the manufacturing process must be an integral part of the material, not surface applied. Bolt heads or similar attachments must not rise above the traffic surface. Submit three separate samples of each specified floor covering finish and color.

2.2.4.1 Carpet Tile

Reference Section 09 68 00 CARPETING and 09 62 38 STATIC-CONTROL FLOORING (static-control carpet tile) for carpet tile specification requirements including recyled content, volitale organic compound (VOC) limits, and additional flammability testing requirements for carpet tile. Carpet tile must be field installed and comply with the following:

a. Installation method on level surfaces must allow carpet tile to be easily removed and replaced in the field and must be installed in accordance with manufacturer's recommended installation instructions.

b. Install carpet tile in a pattern indicated on the drawings.

c. Install carpet tile on secure and level surfaces with the access flooring manufacturer's recommended installation method and components for a one to one alignment with floor panels (one carpet tile to one floor panel); equal to Tate PosiTile or Haworth CarpetLok. This installation method requires the removal of only one carpet tile to access one raised access panel. Carpet tile size for a one-to-one installation must be slightly smaller than a standard 24 inch by 24 inchtile, coordinate required size with the raised access flooring manufacturer. Factory applied carpet tile with perimeter edge strip and field applied one to one carpet tile installation over raised access floor panels with permanent or releasable adhesive are not acceptable installation methods.

2.2.5 Accessories

Provide the manufacturer's standard registers, grilles, perforated panels, and plenum dividers type where indicated. Provide registers, grilles, and perforated panels designed to support the same static loads as floor panels without structural failure, and capable of delivering the air

SECTION 09 69 13 Page 11Am #0009 volumes indicated. Registers and perforated panels must be 25 percent open area and equipped with adjustable dampers. Submit samples and colors of each accessory.

2.2.6 Resilient Base

Conform to base as specified on the drawings.

2.2.7 Adhesives

Provide adhesives as recommended by the manufacturer. Provide non-aerosol adhesive products that meet either emissions requirements of CDPH SECTION 01350 (use the requirements for either office or classroom, regardless of space type) or VOC content requirements of SCAQMD Rule 1168.

Provide aerosol adhesives that meet either emissions requirements of CDPH SECTION 01350 (use the requirements for office or classroom, regardless of space type) or VOC content requirements of GS-36. Provide validation of indoor air quality for adhesives. Provide conductive releasable adhesive as recommended by the manufacturer for static-control carpet tile.

2.2.8 Lifting Device

At turn over provide one floor panel lifting device standard with the floor manufacturer, for each individual floor area (room or corridor).

Furnish a minimum of four devices per floor. At turnover, provide a total of four suction-type floor panel lifting devices for each floor area.

2.3 PANEL SUPPORT SYSTEM

Design support system to allow for 360 degree clearance in laying out cable and cutouts for service to machines and so that panel and stringer together take up maximum of 2 inches. Submit one sample of suspension system proposed for use.

2.3.1 Pedestals

Provide pedestals made of steel or aluminum or a combination thereof.

Ferrous materials must have a factory-applied corrosion-resistant finish.

Provide pedestal base plates with a minimum of 16 square inches of bearing surface and a minimum of 1/8 inch thickness. Pedestal shafts must be threaded to permit height adjustment within a range of approximately 2 inches, to permit overall floor adjustment within plus or minus 0.10 inch of the required elevation, and to permit leveling of the finished floor surface within 0.062 inch in 10 feet in all directions. Provide locking devices to positively lock the final pedestal vertical adjustments in place. Pedestal caps must interlock with stringers to preclude tilting or rocking of the panels.

2.3.2 Stringers

Provide stringers of rolled steel or extruded aluminum, to interlock with the pedestal heads to prevent lateral movement. Provide stringers that can be added or removed after floor is in place.

2.3.3 Gaskets

Provide continuous gasketing at contact surfaces between panel and stringers to deaden sound and seal off the underfloor cavity from above

SECTION 09 69 13 Page 12Am #0009 for air tightness, and to maintain panel alignment.

2.4 FACTORY TESTS

Factory test access flooring, using an independent laboratory, at the same position and maximum design elevation and in the same arrangement as shown on the drawings for installation so as to duplicate service conditions as much as possible.

2.4.1 Load Tests

Conduct floor panel, stringer, and pedestal testing in accordance with CISCA Access Floors to determine deformation and permanent set of panels and sytem due to concentrated, Uniform, rolling, impact and ultimate loading when panels are supported by actual understructure.

2.4.2 Bond Strength of Covering

Conduct test for bond strength of covering in accordance with CISCA Access Floors for rolling loads, except as specified. Panels must be tested with specified hard surface flooring and on the pedestals and stringers as specified for the installed floor. Brace the supports as necessary to prevent sideways movement during the test. Impose a test load of 2000 pounds on the test assembly through a 3 inches in diameter and 1 inch wide hard plastic caster. Roll the caster completely across the center of the panel. The panel shall withstand 20 passes of the caster with no delamination or separation of the covering.

2.5 REGISTERS AND GRILLES

Registers and grilles must be as indicated on drawings, made from extruded aluminum, in mill finish, to sustain point loads of 250 pounds per vane without failure or permanent deformation. No part of a grille may project more than 1/8 inch above the floor. Registers and grills are not permitted in a laminate floor tile system.

2.6 PERFORATED AIR SUPPLY PANELS

Provide air supply floor panels that meet the design criteria specified for standard panels, are fabricated of 14-gage perforated steel sheet welded to minimum 16-gage side channels, are covered with high pressure laminate to match standard panels, and have a uniform perforated pattern to allow even air distribution.

2.7 PERFORATED DIRECTIONAL AIR SUPPLY PANELS

Provide directional air supply floor panels that meet or exceed the design criteria specified for standard panels, are fabricated of welded steel vanes with powder coat finish. Submit three color samples for perforated directional air supply panels.

2.8 CUT OUTS

Provide cable cutouts finished with rigid polyvinylchloride or molded polypropylene edging to conform to the appearance level of the floor surface and to cover raw edges of the cutout panel. Extrusion must be of a configuration to permit its effective and convenient use when new cable openings are required. Provide at least 24 feet of additional extrusion for future use. Submit three color samples for cut outs.

SECTION 09 69 13 Page 13Am #0009

a. Provide non-metallic adapter for openings less than 4 inches wide.

Secure adapter adhesively in cutout to preclude removal from panel.

Provide at least two adapters per 1000 square feet for future use.

b. Openings larger than 4 inches wide must use rigid polyvinylchloride or molded polypropylene edging. Perform cutting of panels, including cutouts, outside of the building.

c. When size of cutout reduces the performance requirement of panel, provide intermediate stringers adjacent to cutouts.

2.9 EDGE CLOSURE

Provide 1/16 inch aluminum closure plate and extruded aluminum nosing at exposed edge of floor. Back up the closure plates with aluminum or steel framing braced diagonally, or anchor at bottom to continuous angle.

2.10 COLOR

Color must be as indicated . Color listed is not intended to limit the selection of equal colors from other manufacturers.

PART 3 EXECUTION

3.1 INSTALLATION

Install access flooring at the location and elevation and in the arrangement shown on the approved detailed installation drawings. The floor system must be of the rigid grid stringer type, complete with all supplemental items, and be the standard product of a manufacturer specializing in access flooring systems.

Install the floor system in accordance with the manufacturer's instructions. Open ends of the floor, where the floor system does not abut wall or other construction, must have positive anchorage and rigid support. Maintain areas to receive access flooring between 60 and 90 degrees F, and between 20 and 70 percent humidity for 24 hours prior to and during installation.

3.1.1 Preparation for Installation

Clear out all debris in the area in which the floor system is to be installed. Thoroughly clean structural floor surfaces and remove all dust. Install floor coatings, required for dust or vapor control, prior to installation of pedestals, only if the pedestal adhesive will not damage the coating. If the coating and adhesive are not compatible, apply the coating after the pedestals have been installed and the adhesive has cured.

3.1.2 Pedestals

Pedestals must be accurately spaced, and set plumb and in true alignment.

Set base plates in full and firm contact with the structural floor, and secured to the structural floor with adhesive or steel expansion anchors in accordance with manufacturer's instructions.

SECTION 09 69 13 Page 14Am #0009

3.1.3 Stringers

Interlock stringers with the pedestal caps to preclude lateral movement, spaced uniformly in parallel lines at the indicated elevation.

3.1.4 Auxiliary Framing

Provide auxiliary framing or pedestals around columns and other permanent construction at open ends of the floor and beneath panels that are substantially cut to accommodate utility systems. Use special framing for additional lateral support as shown on the approved detailed installation drawings. Provide additional pedestals and stringers designed to specific heights and lengths to meet structural irregularities and design loads.

Connect auxiliary framing to main framing.

3.1.5 Panels

Interlock panels with supports in a manner that will preclude lateral movement. Fasten perimeter panels, cutout panels, and panels adjoining columns, stairs, and ramps to the supporting components to form a rigid boundary for the interior panels. Level floors within the specified tolerances. Cut edges of panels must be finished as recommended by the panel manufacturer. Secure extruded vinyl edging in place at all cut edges of all panel cut-outs to prevent abrasion of cables. Where the space below the floor is a plenum, close cutouts for conduit and similar penetrations using self-extinguishing sponge rubber or air sealing grommets.

3.1.6 Carpet Tile

Reference carpet tile paragraph in FLOOR COVERING for carpet tile installation requirements.

3.1.7 Resilient Base

Provide base at vertical wall intersections as indicated in the drawings.

Apply the base after the floor system has been completely installed.

Install wall base in accordance with manufacturer's printed installation instructions. Prepare and apply adhesives in accordance with manufacturer's printed directions. Tighten base joints and make even with adjacent flooring. Fill voids along the top edge of base at masonry walls with caulk. Roll entire vertical surface of base with hand roller, and press toe of base with a straight piece of wood to ensure proper alignment. Avoid excess adhesive in corners.

3.1.8 Fascia Plates

Cover exposed floor ends and exposed openings of ramps and stairs with steel closures.

3.1.9 Repair of Zinc Coating

Repair zinc coating that has been damaged, and cut edges of zinc-coated components and accessories, by the application of a galvanizing repair paint conforming to ASTM A780/A780M. Areas to be repaired must be thoroughly cleaned prior to application of the paint.

SECTION 09 69 13 Page 15Am #0009

3.2 FIELD TESTS

Submit certified copies of test reports from an approved testing laboratory, attesting that the proposed floor system components meet the performance requirements specified.

3.2.1 Acceptance Tests

Conduct acceptance tests after installation of floor system. Make at least one test for each 1000 square feet of floor area. Conduct tests in presence of Contracting Officer and representatives of manufacturer and installer. Submit certified copies of test reports from an approved testing laboratory, attesting that the proposed floor system components meet the performance requirements specified.

3.2.2 Air Leakage

When the space below the finished floor is an air plenum, air leakage through the joints between panels and around the perimeter of the floor system must not exceed 0.1 cubic foot of air per minute per linear foot of joint subjected to .05 inches h2o (Pa), water gauge, positive pressure in the plenum, when tested in accordance with CISCA Access Floors, Section 10 Air Leakage Test. Measure the leakage rate on the finished raised floor system, which may include carpet.

3.2.3 Grounding

Ground the access flooring system for safety hazard and static suppression. Provide positive contact between components for safe, continuous electrical grounding of entire floor system. Total system resistance from wearing surface of floor to building grounding electrode must be within range of 0.5 to 20,000 megohms .

3.2.3.1 Metal Grilles

Exposed metal is not allowed at wearing surface of access floor system, except at metal grilles and registers. When grilles and metal registers are provided, insulate as required to provide same grounding resistance as wearing surface.

3.2.3.2 Joint Resistance

Electrical joint resistance between individual stringer and pedestal junctions must be less than 0.1 milliohms. Electrical resistance between stringers and floor panels, as mounted in normal use, must be less than 3 ohms when tested in accordance with ASTM F150.

3.2.4 Electrical Resistance

Conduct testing of electrical resistance, in the completed installation, in the presence of the Contracting Officer in accordance with NFPA 99, modified by placing one electrode on the center of the panel surface and connecting the other electrode to the metal flooring support. Take measurements at five or more locations. Each measurement must be the average of five readings of 15 seconds duration at each location. During the tests, relative humidity must be 45 to 55 percent and temperature set at 69 to 75 degrees F. Select panels used in the testing at random and include two panels most distant from the ground connection. Measure electrical resistance with instruments that are accurate within 2 percent

SECTION 09 69 13 Page 16Am #0009 and that have been calibrated within 60 days prior to the performance of the resistance tests. The metal-to-metal resistance from panel to supporting pedestal must not exceed 10 ohms. The resistance between the wearing surface of the floor covering and the ground connection, as measured on the completed installation, must be in accordance with paragraph FLOOR COVERING.

3.3 CLEANING AND PROTECTION

3.3.1 Cleaning

Keep the space below the completed floor free of all debris. Before any traffic or other work on the completed raised floor is started, clean the completed floor in accordance with the floor covering manufacturer's instructions. Do not permit seepage of cleaner between individual panels. Cleaning of ferrous surfaces must conform to FS TT-C-490.

3.3.2 Protection

Protect traffic areas of raised floor systems with a covering of building paper, fiberboard, or other suitable material to prevent damage to the surface. Cover cutouts with material of sufficient strength to support the loads to be encountered. Place plywood or similar material on the floor to serve as runways for installation of heavy equipment not in excess of design load capacity. Maintain protection until the raised floor system is accepted.

3.3.3 Surplus Material Removal

Clean surfaces of the work, and adjacent surfaces soiled as a result of the work. Remove all installation equipment, surplus materials, and rubbish from the work site.

3.4 FIRE SAFETY

Install an automatic detection system below the raised floor meeting the requirements of NFPA 75 paragraph 5-2.1 to sound an audible and visual alarm. Air space below the raised floor must be subdivided into areas not exceeding 10,000 square feet by tight, noncombustible bulkheads. Seal all penetrations for piping and cables to maintain bulkhead properties.

3.5 OPERATION AND…