W9127821R0051 AM05.pdf

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

1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127821R0051-0005 15 JULY 2021 MHF20005

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127821R0051

9B. DATED (SEE ITEM 11)

9 JUNE 2021

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

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. 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority)

THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A

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

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

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

The subject solicitation for: AIRMAN LEADERSHIP SCHOOL FACILITY, EGLIN AIR FORCE BASE, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS FOR AMENDMENT NO. 0005

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

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

AIRMAN LEADERSHIP SCHOOL FACILITY W9127821R0051

EGLIN AIR FORCE BASE, FLORIDA MHF20005

SF 30 Page 2 W9127821R0051-0005

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

01 00 00 Revised Paragraphs 1.1 and 1.7 as indicated herein.

01 00 01 Revised Paragraph 7 as indicated herein.

01 33 00 Added Submittal Registers associated with

Section 31 31 16.13.

02 41 00 Revised Paragraph 1.8 as indicated herein.

05 50 13 Revised Paragraphs 3.10 as indicated herein.

06 10 00 Revised Paragraph 1.2 as indicated herein.

Deleted Paragraphs 1.10.1 and 1.10.2.

06 20 00 Revised Paragraphs 1.1, 1.2, and 1.7 as indicated herein.

07 21 13 Revised Paragraph 2.1.1 as indicated herein.

07 21 16 Revised Paragraph 2.1.1 as indicated herein.

08 11 13 Revised Paragraphs 1.1 and 2.1 as indicated herein.

08 11 16 Revised Paragraphs 1.1, 1.2, 1.3, 1.5.3, 1.5.5, 2.3.2.2, 2.3.8 as indicated herein. Deleted Paragraphs 1.5.4 and 1.6.

08 41 13 Revised Paragraphs 1.1, 1.2, and 2.2.3 as indicated herein.

08 71 00 Revised Paragraph 3.5 as indicated herein.

08 81 00 Revised Paragraph 2.3 as indicated herein.

09 06 90 Replaced in its entirety.

SF 30 Page 3 W9127821R0051-0005

09 30 10 Revised Paragraphs 3.4 and 3.4.4 as indicated herein.

26 20 00 Revised Paragraphs 1.1, 2.13.5, 2.19, 2.25, and

3.1.2 as indicated herein.

31 00 00 Deleted Paragraph 3.8.2.

31 31 16.13 Added Section in its entirety.

32 05 33 Revised Paragraphs 3.2.3.1 as indicated herein.

Appendix H Revised Sheets I-101 and I-601 as indicated herein. Added Item Code Flat Panel TV.

PART II - NOTE: Revised, replacement and added drawings are listed below.

These revised, replacement and added drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

SHT

REF. TITLE OF DRAWINGS

COVER SHEET

G-002 SHEET INDEX

CS504.1 CIVIL DETAILS GUIDERAIL (REPLACED)

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 AIR BARRIER PLAN

A-104 ROOF PLAN

A-400 ENLARGED CORE PLANS

A-603 DOOR SCHEDULE AND DETAILS

I-101 FURNITURE FIXTURES AND EQUIPMENT PLAN

I-601 FINISH SCHEDULE

E-001 ELECTRICAL LEGENDS AND ABBREVIATIONS

FS101 EGRESS PLAN

EL101 LIGHTING PLAN

EP501 EXTERIOR ELECTRICAL DETAILS

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

TS102 TELECOMMUNICATIONS OVERALL SITE PLAN

T-101 SYSTEMS PLAN

T-601 SYSTEMS RISERS

Encl as stated Revised pages of the specifications as indicated in Part I.

18 Revised drawing as indicated in Part II.

1 Replaced drawing as indicated in Part II.

01 00 00 Revised by Amendment No. W9127821R0051-0005

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1) Commence design work under this portion of the contract within 8 calendar days after the date the Contractor receives the notice to proceed.

2) The entire design and construction of the facility shall be completed and ready for use not later than 540 calendar days after the receipt of the notice to proceed. This time stated for completion shall include final cleanup of the premises. Provisions stipulated for conducting tests on heating and air conditioning systems and planting and maintenance of grass are excluded from the completion time.

3) The time required for the Government to review the design submittals, attend review conferences, and the Contractor to incorporate review comments as specified in specification Section 01 10 12 entitled Design After Award, paragraph: "Design Schedule", will be included in the calendar days, indicated on the SF 1442 Solicitation, Offer, and Award Form, block 11.

1.7 CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS

a) The Contractor will be furnished on CD ROM/DVD one electronic set of: a reproducible set of the advertised solicitation, including contract clauses, plans, and specifications; solicitation drawing and model file(s);

and all amendments. The work shall conform to the specifications and the contract drawings listed in the technical provisions. The solicitation drawings serve as the Contract Documents that such functions shall be based upon.

b) The RFP Concept building design was developed using Autodesk Revit and civil/sitework design was developed using AutoCAD Civil 3D. The Government BIM model was utilized to develop the RFP drawings. Model elements were generally developed to a minimum "Level of Development 200" which is defined as "graphically represented within the BIM as a system, object, or assembly in terms of quantity, size, shape, location, and orientation. Non- Graphic information may also be attached to the model elements." Level of Development may vary slightly for some elements. The model elements were developed using the basis of design systems and do not reflect actual systems that were selected, procured, and installed by the Contractor. The models were the Government's instruments of service and as such no guarantee or warranty is provided as to the accuracy or level of development contained therein. The Government furnished BIM model shall not be utilized for shop drawings, fabrication, coordination studies, layout or relied upon or utilized for any other design or construction related purposes. The site and facility shall be constructed as required by the Design-Build Contractor prepared contract documents; 2D drawings and specifications.

c) Omissions from the drawings or specifications, the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications which are customarily performed shall not relieve the Contractor from performing such omitted or mis-described details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

d) The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Contracting Officer's Representative of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements. Large scale drawings shall in general govern small scale drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

(Note: The remainder of the section is unchanged by this amendment.)

01 00 01

01 00 01

7. DESCRIPTION OF WORK

In general, the work shall consist of the following: Construct a 14,910 SF 12,049 SF sprinkler equipped facility consisting of a reinforced concrete foundation, structural steel framed, and sloped standing seam metal roof. Project provides fire detection and protection, all utilities, HVAC, communications, site improvements, landscaping, parking, and all necessary supporting work for a complete and usable facility. Facility will be designed as permanent construction in accordance with the Department of Defense (DoD) Unified Facilities Criteria {UFC) 1- 200-01, General Building Requirements and UFC 1- 200-02, High Performance and Sustainable Building Requirements. This project will comply with DoD antiterrorism/force protection requirements per UFC 4-010-01. Air Conditioning: 60 Tons.

NOTE: The above general outline of features of the work does not in any way limit the responsibility of the Contractor to perform all work and furnish all plant, labor, equipment and materials required by the specifications and the drawings referred to therein. The cost of this work is estimated to be between $5,000,000 and $10,000,000.00.

End of Paragraph

02 41 00

02 41 00

1.8 FOREIGN OBJECT DAMAGE (FOD) NOT USED

Aircraft and aircraft engines are subject to FOD from debris and waste material lying on airfield pavements. Remove all such materials that may appear on operational aircraft pavements due to the Contractor's operations.

If necessary, the Contracting Officer may require the Contractor to install a temporary barricade at the Contractor's expense to control the spread of FOD potential debris. The barricade shall include a fence covered with a fabric designed to stop the spread of debris. Anchor the fence and fabric to prevent displacement by winds or jet/prop blasts. Remove barricade when no longer required.

05 50 13

05 50 13

3.10 ROOF HATCH (SCUTTLES)

Provide zinc-coated steel sheets not less than 14 gage, with 3 inch beaded flange, welded and ground at corner. Provide a minimum clear opening of 30 by 36 inches. Construction and accessories as follows:

a. Insulate cover and curb with one inch thick rigid fiberboard insulation covered and protected by zinc-coated steel liner not less than 26 gagewith 12 inches high curb, formed with 3 inch mounting flange with holes provided for securing to the roof deck. Equip the curb with an integral metal cap flashing of the same gage and metal as the curb, full welded and ground at corners for weather tightness.

b. Provide hatch completely assembled with pintle hinges, compression spring operators enclosed in telescopic tubes, positive snap latch with turn handles on inside and outside, and neoprene draft seal. Provide fasteners for padlocking on the inside. Equip the cover with an automatic hold-open arm complete with grip handle to permit one-hand release. Cover action shall be smooth through its entire range with an operating pressure of approximately 30 pounds.

c. Provide Roof-hatch manufacturer's standard system including rails, clamps,fasteners, safety barrier at railing opening, and accessories required for a complete installation;attached to roof hatch and complying with 29 CFR

1910.23 requirements and authorities having jurisdiction.

1. Height: 42 inches above finished roof deck.

2. Posts and Rails: Fire retardant, fiberglass reinforced polymer pipe.

3. Self-Latching Gate: Fabricated of same materials and rail spacing as safety railing system. Provide manufacturer's standard hinges and self-latching mechanism.

4. Fabricate joints exposed to weather to be watertight.

5. Fasteners: Manufacturer's standard, finished to match railing system..

06 10 00

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Nailers and Nailing Strips; G, RO

Drawings of field erection details, including materials and methods of fastening nailers in conformance with Factory Mutual wind uplift rated systems specified in other Sections of these specifications.

SD-03 Product Data

Underlayment

Fire-retardant treatment

Adhesives

SD-06 Test Reports

Preservative-treated lumber and plywood

SD-07 Certificates; G, RO

Certificates of grade; G, RO

Manufacturer's certificates (approved by an American Lumber Standards approved agency) attesting that lumber and material not normally grade marked meet the specified requirements.

Certificate of Inspection for grade marked material by an American Lumber Standards Committee (ALSC) recognized inspection agency prior to shipment.

Preservative treatment

SD-10 Operation and Maintenance Data

Take-back program

Include contact information, summary of procedures, and the limitations and conditions applicable to the project. Indicate manufacturer's commitment to reclaim materials for recycling and/or reuse.

SD-11 Closeout Submittals; G, RO

Local/Regional Materials; (LEED NC)

LEED documentation relative to local/regional materials credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.

LEED documentation relative to recycled content credit in

Adhesives; (LEED NC)

LEED documentation relative to low emitting materials credit in

Engineered Wood Products; (LEED NC)

LEED documentation relative to low emitting materials credit in

Certified Wood; (LEED NC)

LEED documentation relative to certified wood credit in

1.10 SUSTAINABLE DESIGN REQUIREMENTS

1.10.1 Local/Regional Materials

Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources.See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Wood and materials may be locally available.

1.10.2 Certified Wood

Wood products shall be FSC-certified as specified herein. See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total certified wood requirements.

06 20 00

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 FOREST FOUNDATION (AFF)

ATFS STANDARDS (2015) American Tree Farm System Standards of

Sustainability 2015-2020

AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

ALSC PS 20 (2015) American Softwood Lumber Standard

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

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

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA U1 (2019) Use Category System: User

Specification for Treated Wood

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

APA L870 (2010) Voluntary Product Standard, PS

1-09, Structural Plywood

ASTM INTERNATIONAL (ASTM)

ASTM F547 (2017) Standard Terminology of Nails for

Use with Wood and Wood-Base Materials

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.9 (2015) Cabinet Hardware

CALIFORNIA AIR RESOURCES BOARD (CARB)

CARB 93120 (2007) Airborne Toxic Control Measurecc(ATCM) to Reduce Formaldehyde Emissions

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

CSA GROUP (CSA)

CSA Z809-08 (R2013) Sustainable Forest Management

FOREST STEWARDSHIP COUNCIL (FSC)

FSC STD 01 001 (2000) Principles and Criteria for Forest Stewardship

GREEN SEAL (GS)

GS-36 (2013) Adhesives for Commercial Use

PROGRAMME FOR ENDORSEMENT OF FOREST CERTIFICATION (PEFC)

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

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications

SUSTAINABLE FOREST INITIATIVE (SFI)

SFI 2015-2019 (2015) Standards, Rules for Label Use, Procedures and Guidance

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

40 CFR 770 Formaldehyde Standards for Composite Wood

Products

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program

For Chemical Emissions For Building Materials, Finishes And Furnishings

WESTERN WOOD PRODUCTS ASSOCIATION (WWPA)

WWPA G-5 (2017) Western Lumber Grading Rules

WOODWORK INSTITUTE (WI)

NAAWS 3.1 (2017; 2018 Errata Edition) North

American Architectural Woodwork Standards

1.2 SUBMITTALS

submittals 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings Indicating All Wood Assemblies; G, DO

SD-03 Product Data

Wood Products; G, RO

Hardware and Accessories; G, RO

SD-04 Samples

Samples; G, DO

SD-07 Certificates

Certificates of Grade; G

Certified Sustainably Harvested Hardwood Plywood; S

Indoor Air Quality for Hardwood Plywood; S

Indoor Air Quality for Non-aerosol Adhesives; S

Indoor Air Quality for Aerosol Adhesives; S

1.7 QUALITY ASSURANCE

1.7.1 Certifications

1.7.1.1 Certified Wood Grades

Provide certificates of grade from the grading agency on graded but unmarked lumber or plywood attesting that materials meet the grade requirements specified herein.

1.7.1.2 Certified Sustainably Harvested Wood NOT USED

Provide wood certified as sustainably harvested by FSC STD 01 001, ATFS STANDARDS, CSA Z809-08, SFI 2015-2019, or other third party program certified by PEFC ST 2002:2013. Provide a letter of Certification of Sustainably Harvested Wood signed by the wood supplier. Identify certifying organization and their third party program name and indicate compliance with chain-of-custody program requirements. Submit sustainable wood certification data;

identify each certified product on a line item basis. Submit copies of invoices bearing certification numbers.

07 21 13

07 21 13

2.1.1 Thermal Resistance

Unless otherwise indicated, Ceiling R-38 Wall R-19 Floor R-8. USAF/A4C. Wind pressures are indicated on structural drawings.

07 21 16

07 21 16

2.1.1 Thermal Resistance Value (R-VALUE)

As indicated Ceilings R-5, Walls R-10

08 11 13

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2012; Errata 2011) Structural Welding Code -

Steel

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2011) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized)or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process

ASTM A879/A879M (2012) Standard Specification for Steel Sheet, zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface

ASTM A924/A924M (2010a) Standard Specification for General

Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM C578 (2012a) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (2012a) Standard Specification for Unfaced

Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C612 (2010) Mineral Fiber Block and Board Thermal

Insulation

ASTM D2863 (2012) Measuring the Minimum Oxygen

Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)

ASTM E1300 (2012a; E 2012) Determining Load Resistance of

Glass in Buildings

ASTM E283 (2004; R 2012) Determining the Rate of Air

Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM F2248 (2009) Standard Practice for Specifying an

Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel

Doors and Steel Frames

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2013) Standard for Fire Doors and Other

Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2009) Recommended Selection and Usage

Guide for Standard Steel Doors, Frames and Accessories

SDI/DOOR 113 (2001; R2006) Standard Practice for

Determining the Steady State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.11 (2001) Recommended Erection Instructions for Steel Frames

SDI/DOOR A250.4 (2011) Test Procedure and Acceptance

Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing

SDI/DOOR A250.6 (2003; R2009) Recommended Practice for

Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

SDI/DOOR A250.8, except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00. Undercut where indicated. Exterior doors shall have top edge closed flush and sealed to prevent water intrusion.

Doors shall be 1-3/4 inch thick, unless otherwise indicated. Provide exterior glazing in accordance with ASTM F2248 and ASTM E1300.

08 11 16

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

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2604 (2017a) Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2013) Energy Standard for Buildings

Except Low-Rise Residential Buildings

ASTM A36/A36M (2014) Standard Specification for Carbon

Structural Steel

ASTM B209 (2014) Standard Specification for

Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B209M (2014) Standard Specification for

Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B221 (2014) Standard Specification for

Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for

(Metric)

ASTM E283 (2004; R 2012) Determining the Rate of

Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E1886 (2019) Standard Test Method for

Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials

ASTM E1996 (2017) Standard Specification for

Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

ASTM F1642/F1642M (2017) Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings

ASTM F2247 (2011; R 2017) Standard Test Method for

Metal Doors Used in Blast Resistant Applications (Equivalent Static Load Method)

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2014) Procedure for Determining

Fenestration Product U-Factors

NFRC 200 (2014) Procedure for Determining

Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

1.2 PERFORMANCE REQUIREMENTS

1.2.1 Structural Calculations NOT USED

1.2.1.1 Minimum Antiterrorism Performance

Provide doors meeting the minimum antiterrorism performance as specified in the paragraphs below.

a. Dynamic Design Analysis Method

As an alternative to the static equivalent load design approach described above, glazed opening framing members, anchors, and glazing may be designed using a dynamic analysis to prove the glazed opening system will provide performance equivalent to or better than a very low hazard rating in accordance with ASTM F1642/F1642M associated with the applicable low level of protection for the project.

1.3 SUBMITTALS

submittals 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

For Each Type of Door and Frame Assembly; G, RO

SD-03 Product Data

For Each Type of Door and Frame Assembly; G, DO

Recycled Content of Aluminum Material; S

SD-05 Design Data

Design Analysis; G, RO

Structural Calculations for Deflection and Antiterrorism; G, RO

SD-06 Test Reports

Air Infiltration; G, RO

Water Penetration; G, RO

SD-07 Certificates

NFRC Project Label Certificates for Fenestration; G

SD-08 Manufacturer's Instructions

Installation of Each Type of Door and Frame Assembly; G

SD-10 Operation and Maintenance Data Adjustments, Cleaning, and Maintenance; G

SD-11 Closeout Submittals

NFRC Project Label Certificates for Fenestration; G

1.5.3 Design Analysis

Submit design analysis with calculations showing that the design of each different size and type of door unit and its anchorage to the structure meets the minimum antiterrorism standards required by paragraph MINIMUM ANTITERRORISM PERFORMANCE. Calculations verifying the performance of each door proposed for use, under the given loads, must be prepared and signed by a registered Professional Engineer. The door components and anchorage devices to the structure, as determined by the design analysis, must be reflected in the shop drawings.

1.5.4 Test Reports

Test door assembly including glazing for evaluation of hazards generated from airblast loading in accordance with ASTM F2247 by an independent testing agency regularly engaged in blast testing. This test method and the resulting data are valid for the door size tested and smaller doors of identical construction.

For minimum Antiterrorism doors , in lieu of a Design Analysis, submit results of standard blast testing, included in a test report, providing information in accordance with ASTM F2247, as prepared by the independent testing agency performing the test. The test results must demonstrate the ability of each door proposed for use to withstand the blast loading parameters and achieve the damage hazard level rating specified in paragraph

TESTING.

The acceptance criteria for the proposed door systems, as determined by the damage level/door response damage criterial of ASTM F2247, will provide a performance equivalent to or better than a category IV; III; door damage level rating.

1.5.53 Operation and Maintenance Data

Submit detailed instructions for installation, adjustments, cleaning, and maintenance of each type of assembly indicated.

1.6 QUALITY ASSURANCE

1.6.1 Engineer Qualifications for Blast Design

All blast design calculations must be performed by or under the direct supervision of a registered engineer with a minimum of 5 years' experience performing blast design. The engineering firm performing the blast design must be able to demonstrate experience on similar size projects using similar design methods to meet the requirements outlined in this specification.

2.3.2.2 Flush Doors NOT USED

Use facing sheets with an embossed or a plain smooth surface. Use one of the following constructions:

a. A phenolic resin-impregnated kraft paper honeycomb core, surrounded at edges and around glass and louvered areas with extruded aluminum shapes.

Provide cores with a minimum impregnation of 18 percent resin content.

Provide sheet aluminum door facings minimum 0.032 inch thick laminated to a

0.10 inch thick tempered hardboard backing, with the backing bonded to the honeycomb core. Bond facing sheets to cores under heat and pressure with thermosetting adhesive and mechanically lock to extruded edge members.

b. A phenolic resin-impregnated kraft paper honeycomb core. Use aluminum facing sheets minimum 0.050 inch thick and form into two pans to eliminate seams on faces. Bond honeycomb core to face sheets using epoxy resin or contact cement-type adhesive.

c. A solid fibrous core, surrounded at edges and around glass and louvered areas and cross braced at intermediate points with extruded aluminum shapes.

Use aluminum facing sheets of minimum 0.050 inch thickness. Bond facing sheets to core under heat and pressure with a thermosetting adhesive, and mechanically lock to the extruded edge members.

d. Form from extruded tubular stiles and rails mitered at corners, reinforce, and continuously weld at miters. Provide facing sheets of minimum

0.032 inch thick sheet aluminum internally reinforced with aluminum channels or Z-bars placed horizontally not more than 16 inch apart and extending the full width of panels. Fit spaces between reinforcing with sound-deadening insulation. Weld facing sheets to reinforcing bars or channels and to stiles and rails. Finish facing sheets flush with faces of stiles and rails.

e. Form from an internal grid composed of extruded aluminum tubular sections. Provide tubular sections at all sides and perimeter of louver and glass openings. Provide three extruded aluminum tubular sections at top and bottom of each door. Provide wall thickness of tubular sections minimum 0.09 inch except at lock rails which must be minimum0.125 inch thick, hinge lock rails which must be minimum 0.125 inch thick, and hinge rail edges which must be minimum 0.19 inch thick. Fill spaces in door with mineral insulation.

Provide facing sheets of aluminum minimum 0.09 inch thick.

f. Form from extruded aluminum members at top and bottom, both sides, and at perimeters of louver and glass openings. Provide wall sections of extruded aluminum members minimum 0.09 inch thick and reinforce for application of hardware. Cover framing members on both sides with aluminum facing sheets minimum 0.064 inch thick. Fill door panels with 25 pounds per square inch density polystyrene with a flame spread rating of no more than 25.

2.3.8 Finishes

Provide exposed aluminum surfaces with factory finish of anodic coating or organic coating.

2.3.8.1 Anodic Coating

Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF45. Provide clear (natural), designation AA-M10-C22-A31, Architectural Class II 0.4 mil to 0.7 mil finish. Provide material(s) in color(s) as selected from manufacturer's standard range of color options. Provide electrolytically deposited color-anodized, designation AA-M10-C22-A44, Architectural Class I 0.7 mil or thicker finish. Provide material(s) in color(s) Medium Bronze

2.3.8.2 Organic Coating

Clean and prime exposed aluminum surfaces. Provide a high-performance finish in accordance with AAMA 2604 with total dry film thickness of minimum 1.2 mils. Finish color to be as selected from manufacturer's standard range of color options.

08 41 13

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

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 501 (2015) Methods of Test for Exterior Walls

AAMA 611 (2014) Voluntary Specification for

Anodized Architectural Aluminum

AAMA 800 (2016) Voluntary Specifications and Test

Methods for Sealants

AAMA 1503 (2009) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AAMA 2605 (2017a) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

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

ASTM B221 (2014) Standard Specification for

ASTM E283 (2004; R 2012) Determining the Rate of

Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E330/E330M (2014) Structural Performance of Exterior

Windows, Doors, Skylights and Curtain

Walls by Uniform Static Air Pressure Difference

ASTM E331 (2000; R 2016) Standard Test Method for

Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E783 (2002; R 2018) Standard Test Method for

Field Measurement of Air Leakage Through Installed Exterior Windows and Doors

ASTM E1105 (2015) Standard Test Method for Field

Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference

ASTM E1424 (1991; R 2016) Standard Test Method for

Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure and Temperature Differences Across the Specimen

ASTM E1996 (2017) Standard Specification for

Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

ASTM F1642/F1642M (2017) Standard Test Method for Glazing and Glazing Systems Subject to Airblast Loadings

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.10 (2017) Power Operated Pedestrian Doors

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-P-645 (Rev C) Primer, Paint, Zinc-Molybdate, Alkyd Type

UNDERWRITERS LABORATORIES (UL)

UL 325 (2017; Reprint Feb 2020) UL Standard for

Safety Door, Drapery, Gate, Louver, and Window Operators and Systems

1.2 ADMINISTRATIVE REQUIREMENTS

1.2.1 Pre-Installation Meetings

Conduct a meeting before installation begins to verify the project requirements, substrate conditions, manufacturer's installation instructions, and manufacturer's warranty requirements.

Within 30 days of the Contract Award, submit the following for review and approval by the Contracting Officer:

a. List of product installations

b. Sample warranty

c. Finish and color samples

d. Manufacturer's catalog data

Concurrently submit certified test reports showing compliance with specified performance characteristics and UL 325 for the following:

a. Wind Load (Resistance) in accordance with AAMA 501

b. Deflection in accordance with ASTM F1642/F1642M

c. Condensation Resistance and Thermal Transmittance Performance Requirements in accordance with AAMA 1503

d. Water Infiltration in accordance with ASTM E331

e. Structural Requirements in accordance with ASTM F1642/F1642M

2.2.3 Finish

Before fabrication, clean the units and give them a AA-M-10-C22-A41 clear (natural) anodized finish AA-M10-C22-A44(color) anodized finish in accordance with the requirements of the AA DAF45. The finish thickness is A442, 0.7 mil or greater.

a. Organic Coating (high-performance exterior coating):

(1) Comply with requirements of AAMA 2605.

(2) Clean surfaces and pretreat them with a conversion coating before applying 0.3 mil dry-film thickness of epoxy or acrylic primer according to the recommendations of the finish coat manufacturer.

(3) Apply a finish coat of 70 percent minimum fluoropolymer resin fused to primed surfaces at the temperature recommended by the manufacturer and at a minimum dry film thickness of 1.0 mil.

(4) Use a 2-, 3-, or 4-coat system as required for the color selected.

c. Color Anodized: Conforming to AA-M12C22A 44 AA-M10-C22-A44 and AAMA 611.

Select and edit the following items for appropriate finish; delete types that do not apply.

(1) Architectural Class II

(2) Etched, medium matte

(3) light Medium bronze anodic coating, 0.7 mil minimum thickness

08 71 00

3.5 HARDWARE SETS

Provide hardware for aluminum doors under this section. Deliver Hardware templates and hardware, except field-applied hardware to the aluminum door and frame manufacturer for use in fabricating the doors and frames.

HW-1 PAIR DOOR EXITS EXTERIOR: 100, 100C

1 1/2 PAIRS BUTTS, A5111 NRP 630

1 EA. LOCKSET, FUNCTION F04, ENTRY DOOR LOCK 626

1 EA. CLOSER C02021 689

1 EA, OVERHEAD STOP C01511 626

1 EA. ELECTRIC STRIKE E09321

(POWER SUPPLY mount above door conceal above interior ceiling)

1 EA. CARD READER(N.I.C.)

1 EA. KICKPLATE, J102 630

1 EA. THRESHOLD 5 1/2" Equal to Pemko 158 718

3 EA. SILENCERS L03011 GREY

1 EA RAIN DRIP ROY936(FOR DOORS WITHOUT OVERHEAD

COVER) 718

1 EA SWEEP ROY536 718

1 SET WEATHERSTRIPPING

HW-2 SINGLE DOOR EXITS EXTERIOR: 100D, 100E

1 1/2 PAIRS BUTTS, A5111 NRP 630

1 EA EXIT DEVICE TYPE 1 (Push Pad), FUNCTION 8 626

1 EA. CLOSER C02021 689

1 EA, OVERHEAD STOP C01511 626

1 EA. KICKPLATE, J102 630

1 EA. THRESHOLD 5 1/2" Equal to Pemko 158 w/ Pemko 290 Stop 719

3 EA. SILENCERS L03011 GREY

3 EA. GASKET R0Y184 GREY

1 EA RAINDRIP ROY936

HW-3 PAIR EXTERIOR EQUIPMENT ROOM DOORS: 126, 127, 128

3 PAIR BUTTS, 5"X5" A5111 NRP 630

1 EA. LOCKSET, FUNCTION 07, STORAGE LOCK 626

1 SET FLUSH BOLTS L04081 626

2 EA. HOLDER STOP C03511 689

1 EA ASTRAGAL 630

1 EA COORDINATOR TYPE 21 630

1 EA DUST PROOF STRIKE L04011 630

2 EA RAIN DRIP ROY936 718

1SET WEATHERSTRIPPING GREY

1 EA. THRESHOLD 5 1/2" Equal to Pemko 158 719

HW-4 INTERIOR SINGLE DOOR: 107, 108, 109, 110, 120, 122

1-1/2 PAIR BUTTS A5112 630

1 EA. CLOSER C02021 689

1 EA, OVERHEAD STOP C01511 626

1 EA. LOCKSET, FUNCTION F84, CLASSROOM LOCK 626

1 EA. WALL STOP L02101 626

3 EA. SILENCERS L03011 GREY

HW-5 PAIR INTERIOR DOOR: 106, 106A, 123, 123A

1-1/2 PAIR BUTTS A5112 630

2 EA EXIT DEVICE TYPE 1 (Push Pad), FUNCTION 8 626

2 EA. CLOSER C02021 689

2 EA, OVERHEAD STOP C01511 626

1 EA. LOCKSET, FUNCTION F84, CLASSROOM LOCK 626

2 EA. WALL STOP L02101 626

3 EA. SILENCERS L03011 GREY

HW-6 INTERIOR SINGLE DOORS: 111, 115, 116, 117, 118, 119, 124, 125

1 1/2 PAIR BUTTS, A8112 NRP 652

1 EA. LOCKSET, FUNCTION F82 OFFICE LOCK 626

1 EA. CLOSER C02021 689

1 EA. WALL STOP, L02151 (Where door is adjacent to wall) 626 1 EA. OVERHEAD STOP, CO2541 (For other conditions) 689

3 EA. SILENCERS, L03011 GREY

HW-7 INTERIOR SINGLE DOORS: 101, 114

1 1/2 PAIR BUTTS, A8112 652

1 EA. LOCKSET, FUNCTION F75 PASSAGE LOCK 626

1 EA. CLOSER C02011 689

1 EA. OVERHEAD STOP C01541 689

2 EA. KICKPLATES J102 630

3 EA. SILENCERS L03011 GREY

HW-8 INTERIOR SINGLE DOORS: 101A, 104, 121

1 1/2 PAIR BUTTS A8112 NRP 652

1 EA. LOCKSET, FUNCTION F07 STORE ROOM LOCK 626

1 EA. CLOSER C02021 689

1 EA. OVERHEAD STOP C02511 626

2 EA. KICKPLATES J102 630

3 EA. SILENCERS L03011 GREY

HW-9 INTERIOR EXTERIOR SINGLE DOOR: 100B

1 1/2 PAIR BUTTS A8112 65230

1 EA. LOCKSET, FUNCTION F04 ENTRY LOCK 626

1 EA. 5 BUTTON MECHANICAL CYPHER LOCK (sim to SIMPLEX L1000) 65230 1 EA EXIT DEVICE TYPE 1 (Push Pad), FUNCTION 8 626

1 EA. CLOSER C02021 689

1 EA. WALL STOP, C02251 (Where door is adjacent to wall) 626 1 EA. OVERHEAD STOP C02541 (for other conditions) 626

1 EA. KICKPLATES J102 630

1 EA RAIN DRIP ROY936 718

1SET WEATHERSTRIPPING GREY

1 EA. THRESHOLD 5 1/2" Equal to Pemko 158 719

3 EA. SILENCERS L03011 GREY

HW-10 INTERIOR SINGLE DOOR RESTROOM/CORRIDOR DOORS: 100A, 100F, 102, 103

1 1/2 PAIRS BUTTS, A5111 630

1 EA. CLOSER C02021 689

1 EA. PUSH PLATE J302 626

1 EA. PULL PLATE J303 626

1 EA. KICKPLATE, J102 630

1 EA. MOP PLATE, J103 630

1 EA. WALL STOP L02101 626

3 EA. SILENCERS L03011 GREY

HW-11 INTERIOR SINGLE DOOR RESTROOM/MOTHERS ROOM DOORS: 105, 112, 112A,

113, 113A

1 1/2 PAIRS BUTTS, A5111 630

1 EA. CLOSER C02021 689

1 EA. LOCKSET, FUNCTION F76 PRIVACY LOCK 626

1 EA. KICKPLATE, J102 630

1 EA. MOP PLATE, J103 630

1 EA. WALL STOP L02101 626

3 EA. SILENCERS L03011 GREY

08 81 00

08 81 00

2.3 INSULATING GLASS UNITS

Two panes of glass separated by a dehydrated airspace, filled with argon gas and hermetically sealed, conforming to ASTM E2190. Submit performance and compliance documentation for each type of insulating glass.

Insulated glass units must have a Solar Heat Gain Coefficient (SHGC) maximum of .25 determined according to NFRC 200 and a U-factor maximum of .83 .54 Btu per square foot by hr by degree F in accordance with NFRC 100.

Dimensional tolerances must be as specified in IGMA TB-1200. Spacer must be black, roll-formed, steel-reinforced butyl rubber , with bent or tightly welded or keyed and sealed joints to completely seal the spacer periphery and eliminate moisture and hydrocarbon vapor transmission into airspace through the corners. Primary seal must be compressed polyisobutylene and the secondary seal must be a specially formulated silicone.

The inner light must be ASTM C1172, clear annealed flat glass Type I, Class I, Quality q3 . The intermediate light must be ASTM C1172, clear annealed flat glass Type I, Class I, Quality q3 . The outer light must be ASTM C1036, Type I, Class 2 (tinted heat absorbing), , Quality q4, 1/4 inch thick . Wind loading will be in compliance with ASCE 7-16, 170 mph Ultimate Wind Speed.

Exposure "C", Risk Catagory shall be IV, in accordance with USAF/A4C. Wind pressures are indicated on structural drawings.

SECTION 09 06 90

COLOR SCHEDULE

05/09

PART 1 GENERAL

1.1 SUMMARY

This section covers only the color of exterior and interior materials and products that are exposed to view in the finished construction. The word "color", as used herein, includes surface color and pattern. Requirements for quality, product specifications, and method of installation are covered in other appropriate sections of the specifications. Specific locations where the various materials are required are shown on the drawings if not identified in this specification. Items not designated for color in this section may be specified in other sections. When color is not designated for items, propose a color for approval.`

PART 2 PRODUCTS

2.1 COLOR SCHEDULE

The color schedule information provided in the following paragraphs lists the colors, patterns and textures required for exterior and interior finishes, including both factory applied and field applied colors. Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval. Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers. In the case of difference between the drawings and specifications, colors identified in this specification govern.

2.2 EXTERIOR FINISHES

2.2.1 Exterior Walls

Exterior wall colors apply to exterior wall surfaces including recesses at entrances and projecting vestibules. When applicable, paint conduit to closely match the adjacent surface color. Provide wall colors to match the colors listed below.

2.2.1.1 Mortar

Shelby Tan

2.2.1.2 Concrete Masonry Units (Integrally ColoredRock/Split-Faced)

Federal Standard 595C. Color 37769 2.2.1.3 Metal Wall Panels, Hardware, and Associated Trim

Federal Standard 595C, Color 27769

2.2.1.4 Insulation and Finish System

Exterior Finished Stucco System (EIFS) Federal Standard 595C, Color 37769

SECTION 09 06 90 Page 1 Replaced by Amendment No. W9127821R0051-0005

2.2.1.5 Glass and Glazing

Light Grey

2.2.2 Exterior Trim

Provide exterior trim to match the colors listed below.

2.2.2.1 Steel Doors and Door Frames

Semigloss to match Medium Bronze roof color.

2.2.2.2 Gutters

MBCI Kynar 500 "Medium Bronze"

2.2.2.3 Rake Trim

MBCI Kynar 500 "Medium Bronze"

2.2.2.4 Downspouts

Factory finish to match metal wall panels.

2.2.2.5 Louvers

Match adjacent metal wall panels in color.

2.2.2.6 Flashings

Match metal wall panels in color.

2.2.2.7 Caulking and Sealants

Match adjacent material in color.

2.2.2.8 Bollards

Semigloss paint to match Medium Bronze roof color.

2.2.2.9 Expansion Joint and/or Covers

Match adjacent material in color.

2.2.3 Exterior Roof

Apply roof color to exterior roof surfaces including sheet metal flashings and copings, snow guards, mechanical units, mechanical penthouses, roof trim, pipes, conduits, electrical appurtenances, and similar items.

Provide roof color to match the colors listed below.

2.2.3.1 Metal

MBCI Kynar 500 "Medium Bronze"

2.2.3.2 Penetrations

Match roof in color.

SECTION 09 06 90 Page 2

2.3 INTERIOR FINISHES

2.3.1 Interior Floor Finishes

Provide flooring materials to match the colors listed below.

2.3.1.1 Luxury Vinyl Tile

LVT-1 J&J LVT w/Soundcheck, FRAMEWORK V5001, 1015 BEAM

2.3.1.2 Concrete (Sealed)

Clear Sealed

2.3.2 Interior Base Finishes

Provide base materials to match the colors listed below.

2.3.2.1 Resilient Base and Moldings

WB-1 Roppe 140 FAWN 4" High.

2.3.2.2 Porcelain Tile

PT-1 Marazzi MODERN FORMATION COLORBODY, MF02 OVERLAND BEIGE, Restrooms

2.3.2.3 Grout

GT-1 Laticrete Permacolor 17 Marble Beige

2.3.3 Interior Wall Finishes

Apply interior wall color to the entire wall surface, including reveals, vertical furred spaces and columns, grilles, diffusers, electrical and access panels, and piping and conduit adjacent to wall surfaces unless otherwise specified. Paint items not specified in other paragraphs to match adjacent wall surface. Provide wall materials to match the colors listed below.

2.3.3.1 Paint

P-1 Sherwin-Williams, Satin, SW70 008 Alabaster

2.3.3.2 Porcelain Tile

PT-1 Marazzi 12"x12", Modern Formation Colorbody MFO2 OVERLAND BEIGE, Floors

PT-2 Marazzi 24"x24", Modern Formation Colorbody MFO2 OVERLAND BEIGE, Walls

PT-3 American Olean 1"x1" in 12" squares, LEGACY GLASS MOSAICS, LG47 WHEAT FIELD BLEND, Restroom wall accent strip

SECTION 09 06 90 Page 3

2.3.3.2 e Interior Base

Interior Base 2.3.4 <TTL>Interior Ceiling Finishes terior Ceiling Finishes

Apply ceiling colors to ceiling surfaces including soffits, furred down areas, grilles, diffusers, registers, and access panels. In addition, I apply ceiling color to joists, underside of roof deck, and conduit and piping where joists and deck are exposed and required to be painted.

Provide ceiling materials to match the colors listed below.

2.3.4.1 Acoustical Tile and Grid

Armstrong ULTIMA HIGH NRC, White

2.3.4.2 Paint (Gypsum Board Ceilings)

P-3 Semigloss paint Sherwin Williams SW6077 "Everyday White".

2.3.4.3 Structural Framing

P-4 Semigloss paint to match "Snow White" factory finished metal wall panels.

2.3.5 Interior Trim

Provide interior trim to match the colors listed below.

2.3.5.1 Steel Doors

P-2 Sherwin-Williams,semi-gloss, SW7511 Bungalow Beige

2.3.5.2 Steel Door Frames

P-2 Sherwin-Williams, semi-gloss, SW7511 Bungalow Beige

2.3.5.3 Fire Extinguisher Cabinets

Red

2.3.5.4 Exposed Ductwork in Bay Area

P-4 Semigloss paint to match "Snow White" factory finished metal wall panels.

2.3.6 Interior Window Treatment

Provide window treatments to match the colors listed below.

2.3.6.1 Horizontal Blinds

Levolor Commercial Mini Blinds, Alabaster

2.3.7 Interior Miscellaneous

Provide miscellaneous items to match the colors listed below.

2.3.7.1 Plastic Laminate

PL-2:Formica,White Twill Matte 9285-58, Break Room Cabinets

SECTION 09 06 90 Page 4

2.3.7.2 Signage Message Color

Match Base Standard

2.3.7.3 Signage Background Color

Match Base Standard

2.3.7.4 Handicapped Signage

Symbols and lettering shall be white on a blue background.

2.3.7.5 Wall Switch Handles and Standard Receptacle Bodies

Standard Ivory

2.3.7.6 Electrical Device Cover Plates

Standard Ivory

2.3.7.7 Electrical Panels

Sherwin Williams Repose Gray SW-7015

2.3.7.8 Shower Curtain

White

2.3.7.9 Cornerguard

Acrovyn #209 Slate,Peblette Texture

2.4 PLACEMENT SCHEDULE

Placement of color to be in accordance with the finish schedule in the drawings.

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 09 06 90 Page 5

09 30 10

09 30 10

3.4 INSTALLATION OF FLOOR TILE

Install floor tile in accordance with TCNA Hdbk Handbook method F113 and with grout joints as recommended by the manufacturer for the type of tile. Install prefabricated shower receptors and all floor tile in shower rooms in accordance with TCNA Hdbk Handbook, method B412.

3.4.4 Waterproofing

Precast terrazzo shower receptors are…