W912PL-18-B-0008_Amendment0004.pdf

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

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

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.

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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)

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

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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

1 280

0004 Aug 15, 2018

W912PL

USACE-LOS ANGELES DISTRICT

CONTRACTING DIVISION, WEST REGION BRANCH

915 WILSHIRE BLVD, SUITE 930

LOS ANGELES, CA 90017

W912PL18B0008

Jul 12, 2018

REPAIR GLOBAL VIGILANCE HANGAR,BUILDING 1414, EDWARDS AIR FORCE BASE, CA

Due date for receipt of bids is August 28th, 2018 at 1:00 PM local time.

See SF-30 Amendment 0004 Continuation Sheet for Summary of Changes.

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date) .

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data) .

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification) .

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

Total contract price increased by $

Total contract price decreased by $

Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

A reference to the letter determination; and

A statement of the net amount determined to be due in settlement of the contract.

(g)

(h)

(i)

(ii)

(1)

(2)

(3)

(4)

(5)

(6)

(i)

(ii)

(iii)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

Repair Global Vigilance Hangar, Building 1414 W912PL18B0008 Edwards AFB, CA

AM4 SF-30-3

SF-30 - AMEDMENT NO. 0004 CONTINUATION

SUMMARY OF CHANGES

1. Revised Project Table of Contents – Adds Spec Section 07 54 19, which supersedes Spec Sections 07 54 23 and 07 22 00;

2. Section 00 10 00, Solicitation, Contract Line Item Number (CLIN) Schedule, Option Item deletes requirement for Fire Water Storage Tank;

3. Photograph (HVAC Vent Sleeves) for RFI 7604519- provided;

4. Photograph (Expansion Joint Low Profile DX1) for RFI 7586947 provided;

5. Photographs (Building 1414 Roof) for RFI 7592015 provided;

6. Edwards AFB Design Standards 2017;

7. Spec Section 07 54 19 added (supersedes Spec Section 07 54 23 and 07 22 00);

8. Revised Submittal Register provided;

9. Revised Drawing Sheet A104 provided;

10. Revised Drawing sheet AD102 provided;

11. Hazardous Materials Reports provided as follows:

11.1 Hazmat – 1414 Panacea ACM Survey – 1995;

11.2 Hazmat – 1414 ACM Walls, Floors and Miscellaneous, various dates;

11.3 Hazmat – 1414 Lead Samples – various;

11.4 Hazmat - 1414 Asbestos Report;

11.5 Hazmat – 1414 Lead Report.

REPAIR GLOBAL VIGILANCE HANGAR, BUILDING 1414 IFB NO. W912PL-18-B-0008

EDWARDS AIR FORCE BASE, KERN COUNTY, CA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 TABLE OF CONTENTS

00 00 01 SOLICITATION, OFFER AND AWARD

00 01 05 CERTIFICATION PAGE

00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

00 20 00 INSTRUCTIONS FOR PROCUREMENT

00 21 13 INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

00 73 46 DAVIS BACON GENERAL DECISION NUMBER CA20170031 06/29/2018

CA31

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 42 51 CARPET REMOVAL AND RECLAMATION

DIVISION 05 - METALS

05 40 00 COLD-FORMED METAL FRAMING

05 51 33 METAL LADDERS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 54 19 07 61 00 07 84 00 07 92 00

ADHERED THERMOPLASTIC (PVC) MEMBRANE ROOFING

SHEET METAL FLASHING AND TRIM

FIRESTOPPING

JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

PROJECT TABLE OF CONTENTS Page 1

AM-0004

REPAIR GLOBAL VIGILANCE HANGAR, BUILDING 1414 IFB NO. W912PL-18-B-0008

EDWARDS AIR FORCE BASE, KERN COUNTY, CA

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

DIVISION 12 - FURNISHINGS

12 36 00.00 20 MANUFACTURED VANITIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 31 13.00 40 METAL DUCTS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 24 16.00 40 PANELBOARDS

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

ATTACHMENTS - DRAWINGS

Repair Global Vigilance Hanger, Building 1414 W912PL18B0008 Edwards AFB, CA

00 10 00 - 1

AM4

Section 00 10 00

Solicitation, Contract Line Item Number (CLIN) Schedule

Contractor shall furnish all plant, labor, material, equipment, etc. Necessary to perform all work in strict accordance with the terms and conditions set forth in the contract to include all attachment thereto.

NOTE: See Section 01 00 00 GENERAL REQUIREMENTS for further description of Solicitation. RFP and Drawing citations are for general reference only and are not all inclusive as to the below work cited.

BASE BID ITEM

CONTRACT

LINE ITEM

NUMBER

(CLIN) DESCRIPTION QTY UNIT UNIT PRICE AMOUNT

0001 Repair Global Vigilance 1 JOB N/A $___________ Hangar B1414

OPTION ITEM

0002 Booster Pump 1 JOB N/A $___________

Total Amount Base Bid and Option Item (0001-0002) $

-- End of Section --

SBK-DX1

"LOW PROFILE" EXPANSION JOINT

WOOD BLOCKING

ATTACHED @ 250 LBF/FT

"EXPANSION JOINT FILLER"

CLOSED-CELL POLYETHYLENE

TUBING 1-1/2xs LARGER THEN

KEE-STONE MEMBRANE

(CREATE "SLING" AT JOINT)

INSULATION ATTACHED PER

SPECIFICATION REQUIREMENTS

HEAT WELDED SBK FLASHING

STRIP "INSTALL LOOSE"

APPROVED FASTENER 12" O.C.

SLIP "BUFFER" SHEET

KEE MASTIC OR

KEE BONDING ADHESIVE

20 GA. HOT DIPPED G-90

GALVANIZED METAL PLATE

GALVANIZED ANNULAR RING

SHANK NAIL AT 6" O.C.

DRAWING NUMBERISSUE DATEREVISES DETAIL

OPENING

(BOTH SIDES)

(ONE SIDE ONLY)

"FTR BA06"

"FTR AD06"

"FTR MA06"

APPLICABLE SYSTEMS:

"FTR GS06"

GENERAL REFERENCE:

ALL PREVIOUS 03-01-07

D E

M O

V E

R S

I O

N

Photo 3

Overview

Photo 4

Overview

Photo 5

Overview

Photo 6

The corresponding photograph illustrates the internal roof drainage system.

Page 11 of 15Inspection: Aug 18, 2017

Photo 7

The corresponding photograph illustrates abandoned penetrations that served as access for equipment that no longer exists within the building.

Photo 8

Overview

Photo 9

The corresponding photograph illustrates surfacing mineral detachment noted in the cap sheets.

Photo 10

The corresponding photograph illustrates debris buildup near the drains from ponding water.

Page 12 of 15Inspection: Aug 18, 2017

Photo 11

Overview

Photo 12

The corresponding photograph illustrates the roof hatch that opens out to the perimeter edge of the roof.

Photo 13

The corresponding photograph illustrates the condition of the deck and roofing components.

Page 13 of 15Inspection: Aug 18, 2017

Photo 14

The corresponding photograph illustrates the components of the roofing system and insulation.

Photo 15

The corresponding photograph illustrates the number of plies within the roofing membrane.

Photo 16

The corresponding photograph illustrates the condition of the asphalt within the system and the number of plies that make up the roofing membrane.

Page 14 of 15Inspection: Aug 18, 2017

Edwards AFB Design Standards Page 1

EDWARDS AIR FORCE BASE

DESIGN STANDARDS

JANUARY 2017

412th Civil Engineer Group

Distribution A: Approved for public release; distribution is unlimited.

412 TW-PA-17063

Edwards AFB Design Standards Page 2

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 3

Edwards AFB Design Standards Page 4

Table of Contents

Chapter Page

Chapter 1 Introduction 8

1.1 General Design/Construction Requirements 8

1.2 Project Siting and Site Construction Limits 10

1.3 Job Site Standards, Contractor Storage and Laydown Areas 10

1.4 Computer Aided Design (CAD) Requirements 12

1.5 Standard Design References and Criteria 13

1.6 Commitment to Sustainable Design 14

Chapter 2 Architecture 15

2.1 Base Facility Color Scheme 15

2.2 Exterior Design 16

2.3 Roofing 18

2.4 Windows and Doors 20

2.5 Walls and Ceilings 21

2.6 Architectural Glass 22

2.7 Flooring 23

2.8 Interior Appurtenances 24

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 5

2.9 Signage 25

2.10 Exterior Installations 27

Chapter 3 Landscaping 29

3.1 Requirements 29

3.2 Types of Materials 29

3.3 Irrigation System 30

3.4 Approved Plant List 31

Chapter 4 Civil 34

4.1 Utility, Tracer Wire and Utility Markers 34

4.2 Wastewater Systems 35

4.3 Water System 35

4.4 Natural Gas System 37

4.5 Storm Drainage System 37

4.6 Roads 38

4.7 Parking 40

4.8 Pedestrian Circulation 41

4.9 Aircraft Runways, Taxiways and Ramps 41

4.10 Soil and Subsurface Investigation 42

4.11 Demolition 42

4.12 Structural 43

Chapter 5 Mechanical System 44

5.1 Air Conditioning Systems, Chillers and Air Handling Systems 44

5.2 Heating, Ventilation and Air Conditioning (HVAC) Fuels 46

5.3 Plumbing 46

5.4 HVAC Controls 46

5.5 Corrosion Control 47

5.6 Water Treatment 47

Chapter 6 Fire Protection 48

6.1 Fire Protection During Construction 49

6.2 Documentation Approval and Acceptance 49

6.3 Air Handling 49

6.4 Partitions 50

6.5 Type of Construction 50

6.6 Separation Between Buildings 50

6.7 Limiting Interior Fire Spread 50

6.8 Interior Finish 50

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 6

6.9 Insulation 51

6.10 Roof Coverings and Rood Deck Assemblies 51

6.11 Fire Department Vehicle Access 51

6.12 Plastic Pipe and Conduit 51

6.13 Fire Retardant Treated (FRT) Plywood 52

6.14 Automatic Fire Suppression Systems 52

6.15 Class I Standpipe Systems 53

6.16 Fire Hydrants 54

6.17 Aircraft Hangar Fire Protection Detection & Suppression Systems 54

6.18 Fire Alarm Systems 55

6.19 HVAC Duct Fire Detectors 56

6.20 Electronic Equipment Installations 56

6.21 Requirements for New and Existing Pre-Fabricated and Site-Built 57 Structures in Aircraft Hangars

6.22 Commercial Kitchen Cooking Equipment – Exhaust Systems 57

6.23 Fire Extinguishers 58

6.24 Means of Egress and Life Safety 58

6.25 Mass Notification System 58

Chapter 7 Electrical 59

7.1 Drawings, Specifications and Design Requirements 59

7.2 Medium Voltage System Requirements 60

7.3 Low Voltage System Requirements 62

7.4 Motors 63

7.5 Service Equipment 63

7.6 Grounding 64

7.7 Wiring System and Circuits 64

7.8 Lighting 64

7.9 Generators 65

7.10 Lightning Protection 65

7.11 Light Emitting Diode (LED) Lights 66

Chapter 8 Industrial Controls Systems (ICS) 67

8.1 Metering Requirements 67

8.2 Distribution Requirements 68

8.3 Emergency Power Generators 68

8.4 HVAC Energy Monitoring & Control System (EMCS) / 68

Supervisory Control and Data Acquisition (SCADA) Controls

8.5 Communications and Commissioning 69

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 7

Chapter 9 Environmental 70

9.1 National Environmental Policy Act (NEPA) 70

9.2 Air Quality 71

9.3 Solid Waste 73

9.4 Hazardous Waste 75

9.5 Hazardous Materials 75

9.6 Water, Wastewater and Storm Water 77

9.7 Special Considerations 78

9.8 Cultural Resources 81

9.9 Environmental Restoration Program (ERP) 82

9.10 Grading and Fill Materials 83

9.11 Natural Resources 83

9.12 Radon 86

Chapter 10 Intrusion Detection System (IDS) (Alarms) 87

10.1 Approval Requirements 87

10.2 IDS Design Requirements (Control Panels) 87

10.3 Installation Standards 88

10.4 Post Installation Acceptance Training 90

10.5 System Activation 90

Chapter 11 Fuels 91

11.1 Fuel Tanks 91

11.2 Pipelines 92

Appendix A Revision Form 93 Appendix B Acronyms 94

Edwards AFB Design Standards Page 8

Chapter 1 Introduction

Facilities’ design, construction, operation and maintenance at Edwards Air Force Base (AFB) shall be based on incorporation of industry standards and the systematic analysis of life-cycle benefits received for the cost incurred. Design of the physical plant shall ensure that the facilities are “fit for use” and provide facility conditions that effectively, efficiently and safely support Edwards AFB’s current and future mission needs. In addition, sustainable design principles shall be applied from site planning to facility design, construction and operation to ensure resource efficiency of the building and improve the health and productivity of the occupants. The safety and health of the base employees, public and any possible impact to the environment, shall take precedence over project issues such as performance, cost or schedule.

These design standards are generally applicable to all disciplines on all projects. All construction, major/minor repair and renovation projects should be functional and cost effective. Facility projects shall be tailored to fit its intended function, with emphasis on low-maintenance and energy efficiency. Facilities should be constructed to be easily maintained, with readily accessible equipment areas and quality systems. To promote an orderly and efficient appearance, architectural features of new facilities shall complement and enhance existing architecture at the site.

Close coordination and development of civil, landscape, structural, architectural, fire protection, mechanical, electrical and security features are expected to ensure compatibility with planned functional equipment and to facilitate constructability.

1.1 General Design/Construction Requirements

A scope of work (SOW) describes the basic requirements, goals and design objectives of a project. Typically, this statement is written by the 412th Civil Engineer Group (412 CEG).

The formality and detail of this SOW will vary depending on the size and/or complexity of the effort.

Timely submission of contract-required design and construction plans are essential to the achievement of a fully cooperative design that maximizes customer satisfaction. All design and engineering documents as well as construction and material submittals shall be reviewed by the Edwards AFB Fire Protection Division Technical Services Bureau and Air Force Civil Engineering Center (AFCEC), for compliance with Department of Defense (DoD) and Edwards AFB requirements.

The practice of architectural, engineering and design procedures where specifically regulated in applicable codes referenced by this Design Standard shall be complied with. The Unified Facilities Criteria, its ancillary Standards and Air Force (AF) Technical letters are in aggregate a Federal code that shall be viewed as the basic code. Specific areas of architectural and engineering design reserved for licensed professionals by California State Statutes and professional boards shall be respected. The requirements of the California Board of Architects, the California State Board for Professional Engineers, Land Surveyors, and Geologists, the provisions of the California Business and Professions Code, and the California Code of Regulations shall be met. Specialty design and construction of infrastructure systems shall be

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 9 performed only by specialty contractors holding the appropriate type and Class of License as issued by the California Contractor State License Board. An Out of State Entity performing design and construction services at Edwards AFB may submit equivalent levels of competency as certified by regulatory agencies for their home state. For conflicts between Federal, State and Local regulations, the strictest shall apply. Design, Design-Bid-Build and Design-Build methods of construction documentation and delivery shall be the strictest and best of current industry practices as well as what is specified by all applicable regulations and codes.

It is not the intent of these standards to re-state specific Federal, State, AF or Local Standards.

Reference to specific standards within this document is done for emphasis only, and must not be interpreted to imply that other legal and regulatory requirements are not required. These standards have no authority to overrule any State or Federal law or regulation. Any conflict between these Standards and other applicable standards must be brought to the attention of the 412 CEG Project Manager (PM) as soon as possible and timely resolution requested.

During the construction stage for all 412 CEG projects, if the customer is in a secure location and requires an escort, it is the program (customer) responsibility to provide an escort for contractor personnel. The 412 CEG and/or United States Army Corps of Engineers (USACE) are not responsible to provide contractor personnel escort to the construction sites in required areas.

Key Concepts

Energy and Water Conservation. New construction, substantial remodeling or large energy or water consuming system replacement will not be done without connecting that facility or system into the existing Energy Monitoring Control System/Supervisory Control and Data Acquisition (EMCS/SCADA) system. Water conservation measures are to be designed into and implemented on all new construction or substantial remodeling projects. More information on EMCS/SCADA can be found in Chapter 8.

Utility and Water Metering Requirements. All new utilities, including water installations, must be metered. Metering is required at each individual facility. Sub-metering within facilities is acceptable if required to determine energy and water use across organizational lines or if significant processes for energy or water use differences exist. Meters must be compatible, remotely readable and connected to the current EMCS/SCADA system. More information on EMCS/SCADA can be found in Chapter 8.

EMCS/SCADA Integration. The heating, ventilation and air conditioning (HVAC) and lighting systems of many buildings on Edwards AFB are currently integrated into our base-wide EMCS/SCADA system. The operating characteristics of existing and new equipment and the connectivity of these buildings to the EMCS/SCADA system must not be diminished by any building revisions. Facilities not currently integrated into the base-wide EMCS/SCADA system undergoing significant HVAC upgrades or large system replacements, must include full and effective system integration as part of the upgrade or replacement.

Architectural Barriers Act (ABA). Edwards AFB maintains compliance with all legal requirements of the ABA. All new facility construction and renovations must meet prescribed ABA standards as specified by the 2015 International Building Code (IBC) and the 2016 California Building Code (CBC) (updated versions and/or amendments to these documents

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 10 should be used). In the event of conflict, the code standard resulting in the greatest accommodation will apply. Any military or special-use exclusion, consistent with the ABA, must be noted and documented.

National Historic Preservation Act (NHPA): Edwards AFB maintains compliance with all legal requirements of the NHPA. All building alterations or maintenance and repair must meet prescribed NHPA standards and the standards of the Secretary of the Interior. Early identification of historic properties is integral in facilitating the NHPA compliance process.

1.2 Project Siting and Site Construction Limit Requirements

Prior to design, construction projects are reviewed specifically to determine the best acceptable site. Often, a project is granted siting approval subject to a variety of conditions which must be adhered to in the design and construction of the project.

The site parameters vary with each project, including but not limited to concerns such as access, parking considerations, utility relocations, flood plain issues, noise proofing requirements and environmental concerns. To determine the specific restrictions associated with each project site, the Contractor and the PM must contact the Community Planner. Any change in the site location of a facility, even those minor in nature, must also be coordinated with the base Community Planner and appropriate actions and/or approvals sought prior to construction.

1.3 Job Site Standards, Contractor Storage and Laydown Areas

When projects are under design or in planning, specific areas will be designated where contractors locate a construction office trailer and stockpile tools and materials. These areas will be designated by facility managers responsible for the land used by the construction effort. The locations will be as convenient as possible to the work site where visual impact to the rest of the installation will be minimal. The PM will review all locations proposed for on-site construction office trailers and approve the location as a pre-construction conference agenda item. Edwards AFB may limit the number and location of various construction and office trailers, temporary structures and open storage and staging areas used by the contractor. These facilities are to be clean, in good condition and free of rust or surface deterioration. Specifications to enforce these requirements shall be included in each project. The following specific requirements apply:

Portable toilets needed by the contractor will be permitted at the construction site at a location that minimizes the visual impact and shall be within the construction fence

When fencing is required to restrict access, impact to construction work or to provide site safety, fencing shall consist of conventional chain link fence and will be screened

All required signs for construction shall be combined into a single on-site sign. This sign shall include information on the standard USACE project information (for those projects where applicable) and the contractor's business name

Mandatory "Hard Hat Area" signs will be posted as safety regulations dictate Construction office trailers shall be in good repair and of minimum size

Distribution A: Approved for public release; distribution is unlimited.

Edwards AFB Design Standards Page 11

The preservation of all natural resources including the undisturbed desert areas within the main base cantonment area requires the minimization of laydown and construction assembly and storage areas, as well as strict limitations on the area of construction-related disturbance on the site. All site disturbances during and throughout construction on previously undisturbed sites must be limited to:

40 feet beyond the building perimeter 10 feet beyond surface walkways, patios, surface parking and utilities less than 12 inches in diameter 15 feet beyond primary roadway curbs and main utility branch trenches Any laydown or staging areas outside the construction site must receive approval prior to utilization

If larger staging areas are required to limit compaction on previously constructed areas with permeable surfaces (such as pervious paving, stormwater retention facilities and playing fields), disturbance up to 25 feet is allowed and will be permitted on a case by case basis.

Utility connections from contractor owned/leased office trailers on the construction site can be established at the expense of the contractor, not the government. Infrastructure may not be provided directly to the site. However, pending availability, it can be utilized by the contractor.

Utility mains may be a significant distance from construction; the contractor is responsible to connect utilities at their expense. Utility usage requirements shall include, but are not limited to the following:

Minimize idling of construction equipment Turn off lights when an area is not occupied Reduce heat when an area is not occupied Provide enclosures to prevent unnecessary heat loss from building envelope Minimize water use

When storage area and or laydown areas are no longer needed, the contractor is responsible for all clean-up efforts and any costs that may be incurred due to environmental remediation caused by the contractor. Contractors are required to clear the work site with the PM prior to end of contract.

Depending on the contract, sometimes it is not feasible to have a laydown or storage area co-located to the work site. If this is the case, a laydown area on Contractor Hill Road will be provided as the official area for the contractor. This area will be based upon the contractor’s requirements. A specific space assignment will be designated after contract award by the 412 CEG Community Planner. The contractor will contact the Community Planner at

(661) 277-9456 prior to mobilizing and request a space through that office. The designated lot on Contractor’s Hill Road will be used for the contractor’s office trailer, vehicle parking and supply storage. The site office shall be manned continuously during standard working hours, and have the Contract Manager onsite. The contractor shall be responsible for the connection of all utilities.

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Once the performance period of the contract or last task order has ended and upon notification from the Contracting Officer, the contractor shall contact the 412 CEG Community Planner to schedule a move-out inspection prior to leaving the site. Under no circumstances will any equipment, trailers, portable buildings, conex type facilities or any other structures be left on site once the contract is complete. In addition, no waste of any kind, non-hazardous or hazardous will be left on site. The site will be reverted back to its original condition prior to its current use. Before departure, the contractor shall contact the Contracting Officer, Contract Manager and 412 CEG Community Planner for the final move out inspection before leaving the base. Any deficiencies noted will be corrected by the departing contractor before vacating the space.

1.4 Computer Aided Design (CAD) Requirements

The as-built drawings shall be delivered in the form of digital media, plots and related documents to comprise a complete set of drawings for evaluation and approval to the PM. All dimensions shall be expressed in English Imperial (inch-pound) and Standard International metric units.

Red-lined as-built drawings will be developed and submitted on 30 inch x 42 inch sheets. The as -built drawings shall be complete, detailed drawings and shall accurately depict the as-constructed or as-built conditions of the project. All reproducible material shall have sufficient contrast to reproduce clear and concise prints. All red-lined as-built drawings shall be stamped “AS-BUILT” and must be signed and dated by the contractor to reflect dates as-built corrections were made to the digital graphic as-built files.

Digital Files. Where contractors include inspection of construction, all changes made to the design during construction shall be indicated in the CAD drawing files. The revised CAD files must be a true representation of the final as-built construction. All graphic information on consolidated composite drawings (CCDs) and shop drawings provided by the construction contractor, shall be merged into the CAD files. Where CAD graphics are duplicated on CCDs or shop drawings, the duplicates will be deleted leaving a single copy of each graphic element in the revised CAD file. The revised CAD files shall be delivered to 412 CEG, Engineering Division, Execution Support Office (412 CEG/CENME) within 90 days after completion of construction.

The completed as-built drawings which incorporated all field corrections/changes shall be delivered in digital CAD format on a compact disc. Each drawing shall utilize the standard Edwards AFB title block and follow the prescribed parameters. All digital graphic files will conform to the Tri-Service Standard A/E/C CAD Standards, which 412 CEG/CENME will provide in digital format upon request.

Format Specific Requirements. All files submitted in AutoCAD® format shall conform to the following requirements:

All external reference files or “XREFS” used to create a particular sheet in the drawing package shall be “bound” and “inserted” into the source file sheet. CAD files with multiple sheets or drawings are not acceptable. Each drawing sheet should be represented by only one CAD file

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Limit the use of all text in each drawing to standard AutoCAD ® font files available on the AutoCAD® software distribution cd only

If a non-standard color table file or “.CTB” is used, it must be provided on the delivery cd

All files submitted in Microstation® format shall conform to the following requirements:

The reference files used to create a particular sheet will be permanently attached to or merged with the source file sheet

Limit the use of all text in each drawing to standard Microstation® font files available on the Microstation® software distribution cd only

All non-standard color tables “.TBL” files used will be provided on the delivery cd Record Drawings. The pr ime contractor shall be responsible to field ver ify all as-built drawings as the AF or the Government does not guarantee their accuracy. The Base Civil Engineer (BCE) does not have the supplies to provide in-house reproduction capability. The contractor shall either provide paper supplies for the required copies or arrange to have drawings reproduced by an outside vendor at their own expense.

1.5 Standard Design References and Criteria

The prime contractor shall be responsible for obtaining all required publications. Many publications are available on the internet. AF, Air Force Materiel Command (AFMC), Air Force Test Center (AFTC) and Edwards Air Force Base Instruction (EAFBI) publications may be obtained through the Edwards AFB public website, http://www.edwards.af.mil under Publications & Forms. Other AF-related publications may be requested through the assigned PM. All references in this document, Codes, Handbooks and other design criteria, including AF and DoD design criteria refer to the most recently published version at the design start or at time of specification.

Unified Facilities Criteria (UFC) All design and construction documents shall be in conformance to all specifically cited codes and standards and with the most recently issued DoD UFC including but not limited to the following:

UFC 1-200-01 General Building Requirements UFC 1-300-07A Design Build Technical Requirements UFC 3-301-01 Structural Engineering, includes Change 2 UFC 3-110-03 Roofing UFC 3-210-02 Privately Owned Vehicle Site Circulation and Parking UFC 3-230-03A Water Supply UFC 3-230-4A Water Distribution UFC 3-230-9 Water Supply: Water Storage UFC 3-230-10A Water Supply, Water Distribution UFC 3-230-19N Water Supply Systems UFC 3-240-4A Wastewater Collection UFC 3-240-6A Wastewater Collection and Pumping UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas

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UFC 3-260-02 Pavement Design for Airfields UFC 3-270-07 Airfield Damage Repair UFC 3-310-01 Structural Load Data UFC 3-310-02A Structural Design Criteria for Buildings UFC 3-310-04 Seismic Design for Buildings UFC 3-320-05A Structural Design Criteria for Structures Other than Buildings UFC 3-330-03A Seismic Review Procedures for Existing Military Buildings UFC 3-410-04N Industrial Ventilation UFC 3-420-01 Plumbing Systems UFC 3-430-01FA Heating and Cooling Distribution Systems UFC 3-430-05FA Gas Distribution UFC 3-430-09N Exterior Mechanical Utility Distribution UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Design: Interior and Exterior Lighting and Controls UFC 3-550-01 Exterior Electric Power Distribution UFC 3-560-01 Electrical Safety, O&M, with Change 4 UFC 3-600-01 Fire Protection Engineering for Facilities UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, includes Change 1 UFC 4-023-03 Design of Buildings to Resist Progressive Collapse UFC 4-211-01 Aircraft Maintenance Facilities UFC 4-021-01 Design and O&M, Mass Notification Systems, Change 1

1.6 Commitment to Sustainable Design

Edwards AFB is committed to sustainable design in all its aspects. The AF has instituted a Sustainable Design and Development Policy in 2007 which reinforces the importance of sustainable development concepts in the planning, design, construction and operation of facilities and infrastructure. Beginning in FY09, 100 percent of each Major Command’s (MAJCOM) military construction (MILCON) vertical construction projects, with climate control, shall be designed so that it is capable of achieving the United States Green Building Council’s (USGBC) Leadership in Energy and Environmental Design (LEED) Silver certification. For projects (horizontal, utility and industrial) that do not fit the traditional definition of LEED, consideration shall be given for the incorporation of LEED principles where financially feasible. Detailed requirements for these items are found in the USGBC New Construction and Major Renovation Reference Guide, Second Edition.

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Chapter 2 Architecture

This section of these standards is intended to provide the minimum standards, procedures and materials for facilities at Edwards AFB. All new facilities and additions built on Edwards AFB should be compatible with the permanent facilities already in existence and in compliance with the historic preservation standards, if applicable.

Color, texture and pattern must all be considered not only in the context of the building being designed, but also in the larger context of the site and neighboring buildings. Durability and low maintenance are also vital to a successful design.

Development of base facilities shall adhere to a general architectural style which includes sophisticated and modern solar control features – deep overhangs, recessed windows and wind and weather protected entrances and exits.

2.1 Base Facility Color Scheme

Dunn-Edwards Nomenclature is as follows:

Base Exterior Color: Marble Creme Primary Accent/Trim Color: Nebular Redwood Secondary Accent/Trim Color: Big Stone Brown Interior Color: Swiss Coffee

When ordering paint from Dunn-Edwards, please call (661) 224-1988 and indicate you are calling for paint to use at Edwards AFB. Only those in the Edwards AFB Facility Color Scheme are acceptable colors for painted or factory finished items. If deviations from the base color scheme are desired, they must be justified by considerations rather than convenience or cost. Deviations are permitted only with the specific approval of the BCE. The prime contractor will submit the color samples for approval prior to application.

Paints. All paints/coatings shall comply with Eastern Kern Air Pollution Control Distr ict (EKAPCD), Antelope Valley Air Quality Management District (AVAQMD), Mojave Desert Air Quality Management District (MDAQMD) volatile organic compound (VOC) requirements of 100 grams/liter VOCs, unless the coating meets the definition of a specialty coating. For a list of definitions and the VOC requirements of specialty coatings, please contact the Environmental Management Division (412 CEG/CEV). The use of lead-based and lead containing paint is prohibited.

Facility Equipment, Fixtures and Accessory Colors. All facility equipment, fixtures and accessories are to be finished in accordance with (IAW) the Edwards AFB Paint Plan. This requirement includes any such item installed as part of a construction, infrastructure or utility project. Colors that have been selected for specific items of facility equipment are:

Fire Hydrant Color Coding At facilities which have hydrants on both potable and non-potable water systems, fire hydrants must be color coded to avoid cross-connections during firefighting. Hydrant barrels shall be red for non-potable water

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Edwards AFB Design Standards Page 16 and yellow for potable water. Regardless of water source, hydrant bonnet and cap color shall be IAW the National Fire Protection Association (NFPA) 291, Fire Flow and Marking of Hydrants, based on flow capacity.

Aboveground Storage Tanks (AST) for Water shall be painted Marble Creme with Nebular Redwood stripe painted around the tank from 1/2 to 3/4 of the height of the tank. The tank number will be painted Marble Creme in the stripe.

Unleaded Fuel ASTs shall be painted white IAW the State of California Air Resources Board Executive Order VR-301-D Standing Loss Control Vapor Recovery System for Existing Installations of Aboveground Storage Tanks.

Bulk Fuel Storage Facilities or ASTs shall be painted High Gloss White FS17925.

The colors assigned shall conform to the requirements identified by numbers specified in FED-STD-595. The North Atlantic Treaty Organization symbol of a product and tank numbers shall conform to MIL-STD-161H. The tank numbers shall be painted in white with a black background. Black No. 17038 and White Gloss No. 17875/17925 are assigned, without significant meaning, for general use as indicated in this standard.

Building Equipment/Accessories/Safety Equipment such as louvers, recycle bins, dumpsters, loading dock bollards, safety, railings and other safety equipment not regulated by the Occupational Safety and Health Administration (OSHA) or AF safety regulations - select the base, accent or trim color that will contrast with the adjacent background color.

Post indicator valves shall be painted Big Stone Brown if they are located more than 20 feet from the building. They shall be painted to match the adjacent wall surface if they are closer than 20 feet to the building.

Utility Posts shall be Big Stone Brown.

Fire bells and Eyewashes should not be painted. Obtain them in factory-finishes compatible with the surface they are mounted on.

2.2 Exterior Design

Renovations or alteration projects shall improve the development of the facilities with complementary features which are similar to the existing facilities and with features of the Edwards AFB architectural style.

Metal. Metal siding and roofing panels are used throughout Edwards AFB as architectural elements/finishes. Metal coatings and sidings shall be factory finished with coatings to match the Edwards AFB Facility Color Scheme. Exceptions include the anodized finish on a metal window and door trim, and primer paint applied as a factory finish to be painted at the job site to match door frames. Approved uses within the appropriate areas will be approved on a case-by-case basis.

The color of choice for a standing seam metal roof is Dunn-Edwards’ Nebular Redwood trim color, unless the facility is so large (like hangars) that surface color matching Dunn-Edwards’ Marble Creme is considered for uniformity. Roof color determination must be coordinated in advance.

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Concrete. Concrete should be natural gray, depending on its relationship to gray walking surfaces, and/or it may have an integrated color to match or enhance neighboring architectural features or facilities. Painting exterior concrete is not allowed. Any concrete left as an unfinished element shall be aesthetically relevant.

Concrete Masonry Units (CMU). Split-face common block with integral color are highly recommended. Split-face CMU shall have integral color Desert Sand as manufactured by Desert Block Company, located in Mojave, California (or equal) (tan-colored block with dark brown aggregate). CMU used as an exterior element shall be sealed against water penetration according to the manufacturer’s recommendations. Ribbed split-face block or common block in a course or two may only be used for accent purposes. Standard block may only be used when it is not seen as an exterior finish.

Exterior Insulation Finish Systems (EIFS). EIFS shall have a drainable system with fluted design and control joints. The EIFS shall have a minimum of 1-1/2 inches of undisturbed insulation excluding the depth of drainage flutes and architectural reveals, or manufacturer’s recommendations. Integral colors must match the Edwards AFB Facility Color Scheme (special consideration and acrylic mesh reinforced construction for damage resistance to areas below 3 feet off the ground shall be applied to these finishes).

Stucco. Stucco final exter ior finish texture shall be medium sand finish with accents in smooth trowel finish. Stucco color must conform to the Edwards AFB Facility Color Scheme.

The finish system shall have a “C” channel or similar stop at all edges and not be allowed to dye into the next finish. Thin set stucco application over mesh adhered to self-draining channeled exterior insulation lighting finish systems is the preferred method of obtaining the stucco look.

Wood. Wood products are discouraged for use as exter ior finish on buildings. Metal products should be investigated for use as wood substitutes.

Composite Building Panels. Composite building panels are acceptable for building wall construction. Panels shall match the Edwards AFB Facility Color Scheme.

Anti-Terrorism/Force Protection (AT/FP) Walls. Should be 18 inches tall, constructed of reinforced split face CMU backed with earth, have a flat CMU cap, and be Desert Sand color.

Where access is needed for emergency responders or maintenance vehicles, removable bollards or security gates will be used in compliance with UFC 4-022-03, Security Fences and Gates.

Other Finishes. Uses of other systems and/or finishes will be considered on a case-by-case basis, unless otherwise dictated by historic preservation guidelines.

Entrances. Develop entrance areas providing a clear sense of ar r ival for the main functions of the facility. Use secondary spaces to identify avenues for traffic. Wind screening entry structures may be required, especially doors facing prevailing southwest winds. Design and materials used for these structures must match or accent the existing construction. Prior approval of materials and design are required.

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2.3 Roofing

All roofs on Edwards AFB require safety tie downs and ladders. All roofing systems must comply with the following, unless otherwise dictated by historic preservation guidelines. Roofs shall be designed to withstand uplift wind pressures of 110 miles per hour (mph) or higher.

Wind uplift resistance of the complete roof assembly shall be rated Class I-90 IAW (Factory Mutual) FM P9513 or Class 90 IAW (underwriters laboratories) UL 580. All roof designs, requiring to withstand uplift pressures of more than 110 mph, will be stated on SOWs.

Asbestos materials are commonly found in existing roofing at Edwards AFB. Note that all re-roofing projects must be sampled for asbestos at an appropriate time in the design phase.

Acceptable metal roof systems include standing seam, architectural batten seam and mechanically lapped seams. MILCON roofs shall meet LEED Silver ratings.

Basic Requirements. Safety tie downs or lifelines must be installed on all new or re-roofing projects per OSHA Part 1926 and Air Force Instruction (AFI) 91-203, Fall Protection Systems, Core…