Atch__27_-_BFS-RAFB_16_FEB_17.pdf

ROBINS AIR FORCE BASE (RAFB)

BASE FACILITY STANDARDS

February 2017 ROBINS AFB BASE FACILITY STANDARD

ROBINS AIR FORCE BASE (RAFB)

BASE FACILITY STANDARDS

1 1

Change No. Date Location

This Base Facility Standard supersedes all previous versions.

FOREWORD

AUTHORIZED BY:

GARY SCHNEIDER, P.E. MARSHALL WALL P.E.

Director Chief, Engineering Division 78 Civil Engineer Group 78 Civil Engineer Group

SUZANNE O’NEAL

Chief Editor

STE ANIE DAWSON

Chief, Project Execution Section

78 CEG/CENMP 78 CEG/CENPL

ACKNOWLEDGEMENTS

Special thanks to Electrical Review Team that spent many hours reviewing, updating and re-developing the Electrical Elements

Chairman

Thanks also to the many Subject Matter Experts that assisted with review of this document:

Architectural Compatibility Standards

(Retired)

Communications

Environmental Requirements

Mechanical Elements

(Retired) (Retired)

All About Roofing

Stormwater Management

Structural

TABLE OF CONTENTS

PART 1 SPECIAL PROGRAMS 8

1A GEOBASE PROGRAM

1B FALL PROTECTION

1C PRE-ENGINEEERED METAL BUILDINGS

PART 2 ENVIRONMENTAL REQUIREMENTS 1

2A GENERAL GUIDANCE

2A-1 GENERAL REFERENCE DOCUMENTS - ENVIRONMENTAL COMPILED

2B EXECUTION

BFS FORM 2B-1

BFS FORM 2B-2

BFS FORM 2B-3

2C SPECIAL WASTES AND HAZARDOUS MATERIALS

2D AIR QUALITY

2E PESTICIDES

2F STORAGE TANKS

2G WETLANDS

2H GREEN PROCUREMENT PLAN (GPP)

2I PRESERVING HISTORICAL AND ARHAELOGICAL RESOURCES

2J PROTECTION OF WATER AND LAND RESOURCES

FIGURE 2J5-1

TABLE 2J-5-1

TABLE 2J-5-2

TABLE 2J-10-1

2K BACKFLOW PREVENTION DEVICES (BPDs)

PART 3 STRUCTURAL AND CIVIL ENGINEERING ELEMENTS

3A STRUCTURAL REQUIREMENTS

3B CIVIL AND SITE PLANNING

3C WATER SUPPLY

3D WASTE WATER TREATMENT

3E SUB-SOIL INVESTIGATION

3F TERMITE PRE-TREATMENT

3G STORMWATER MANAGEMENT.(See PART 2J)

3H LANDSCAPE MANAGEMENT AND SITE RESTORATION

3I LAWN SPRINKLER SYSTEMS

PART 4 ARCHITECTURAL COMPATIBILITY STANDARDS 9

TABLE OF CONTENT

CHAPTER 1 INTRODUCTION

CHAPTER 2 SPECIFICATIONS, REGULATIONS AND STANDARDS

CHAPTER 3 EXTERIOR FACILITY DESIGN STANDARDS

3.2 RAFB EXTERIOR COLOR PLAN

CHAPTER 4 EXTERIOR EXTERIOR ELEMENTS

CHAPTER 5 INTERIOR FACILITY GUIDELINES

5.1 FLOORS - CARPET AND COVEBASE OPTIONS……………………

5.2 RAFB INTERIOR PAINT COLOR OPTIONS

APPENDIX A -

PART 5 MECHANICAL ENGINEERING ELEMENTS

5A MECHANICAL STANDARDS

5B HEATING, VENTILATION AND AIR CONDITIONING (HVAC) STANDARDS

5C PLUMBING STANDARDS

5D COMPRESSED AIR STANDARDS

5E FIRE SUPPRESSION

5F UTILITY MONITORING AND CONTROL SYSTEMS

5G CATHODIC PROTECTION ( )

PART 6 ELECTRICAL ELEMENTS 167

6A MEDIUM VOLTAGE ELECTRICAL DISTRIBUTION

APPENDIX 6A-A

APPENDIX 6A-B

6B MEDIUM TO LOW VOLTAGE ELECTRICAL DISTRIBUTION

6C LOW VOLTAGE ELECTRICAL DISTRIBUTION

6D LOW VOLTAGE ELECTRICAL DISTRIBUTION EQUIPMENT

6E GROUNDING AND BONDING

6F LIGHTNING PROTECTION SYSTEM (LPS)

APPENDIX 6F-A

APPENDIX 6F-B

6G COMMUNICATIONS

February 2017 ROBINS AFB BASE FACILITY STANDARD

6H FIRE ALARM AND MASS NOTIFICATION SYSTEMS

APPENDIX 6H-A ……

APPENDIX 6H-B ……………………

APPENDIX 6H-C ……………………

6I FIRE PUMPS

6J INTRUSION DETECTION SYSTEMS (IDS)

APPENDIX 6J-A ……

APPENDIX 6J-B ……………………

6K AUXILIARY POWER

APPENDIX 6K-A ……

6L HARZARDOUS AREAS

6M WHOLE FACILITY METERING

6N CATHODIC PROTECTION SYSTEMS

6O INTERIOR LIGHTING

6P EMERGENCY LIGHTING SYSTEMS

6Q EQUIPMENT POWER, MOTORS AND RECEPTACLES

6R AIRFIELD NAVAIDS

6S EXTERIOR LIGHTING

6T TRAFFIC SIGNAL CONTROL SYSTEMS

6U DESIGN ANALYSIS

APPENDIX 6U-A ……

APPENDIX 6U-B ……………………

6V DESIGN ANALYSIS

6W INSPECTIONS AND START-UP TESTING

6X ELECTRICAL SAFETY

APPENDIX 6X-A ……

APPENDIX 6X-B ……………………

PART 1

SPECIAL PROGRAMS

ROBINS AFB BASE FACILITY STANDARDS

PART 1A

GEOBASE PROGRAM

1A-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTIONS (AFI)

NATIONAL INSTITUTE OF BUILDING SCIENCES

US ARMY CORPS OF ENGINEERS® (USACE)

1A-2 GENERAL REQUIREMENTS

1A-2.1

1A-2.2

1A-2.2.1

1A-2.2.2

1A-2.2.3

PART 1B

FALL PROTECTION

1B-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTIONS (AFI)

The Air Force Mishap Prevention Program

Air Force Consolidated Occupational Safety Instruction

AIR FORCE PAMPHLETS (AFPAM)

Contract Safety Risk Management (RM) Guidelines and Tools

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

UNITED FACILITIES CRITERIA (UFC)

1B-2 HISTORICAL REFERENCES

Operation Risk Management Guidelines and Tools

The US Air Force Mishap Prevention Program, The US Air Force Consolidated Occupational Safety Instruction, 1B-3 GENERAL REQUIREMENTS

1B-4 SAFETY PLAN REQUIRMENTS

1B-4.1

1B-4.1

1B-4.1.1

1B-4.1.2

1B-4.1.3

1B-4.2

1B-4.3

1B-4.3.1

1B-4.3.2

1B-4.3.3

PART 1C

PRE-ENGINEERED METAL BUILDINGS

1C-1 CRITERIA REFERENCE DOCUMENTS

ASTM INTERNATIONAL

INTERNATIONAL ACCREDITATION SERVICE®

UNITED FACILITIES CRITERIA (UFC)

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

1C-2 HISTORICAL REFERENCE

1C-3 SYSTEM COMPONENTS AND DESIGN REQUIREMENTS

1C-3.1

1C-3.2

1C-3.3

1C-3.

1C-3.5

1C-3.5.1

1C-3.5.2

1C-3.6

1C-3.6.1

1C-3.6.2

1C-3.6.3

1C-3.7

1C-3.7.1

1C-3.5.

1C-3.7.3

1C-4 FALL PROTECTION

1C-5 WARRANTIES

1C-5.1

1C-5.2

1C-3.7.2

PART 2

ENVIRONMENTAL REQUIREMENTS

ROBINS AFB BASE FACILITY STANDARDS

PART 2A

GENERAL GUIDANCE

2A-1 CRITERIA REFERENCE DOCUMENTS – ENVIRONMENTAL COMPILED

AIR FORCE INSTRUCTIONS (AFI)

AIR FORCE FEDERAL ACQUISITION REGULATIONS SUPPLEMENT (AFFARS)

FEDERAL ACQUISITION REGULATIONS (FAR)

FEDERAL POLICY

GEORGIA SOIL AND WATER CONSERVATION COMMISSION (GSWCC)

HOUSTON COUNTY, GEORGIA

OCCUPATIONAL SAFETY AND HEALTH STANDARDS (OSHA)

ROBINS AIR FORCE BASE (AFB)

STATE OF GEORGIA ENVIRONMENTAL PROTECTION DIVISION (EPD)

TRANSPORTATION

UNITED STATES CODE (USC)

U.S. DEPARTMENT OF DEFENSE (DOD)

UNITED STATES (US) ENVIRONMENTAL PROTECTION AGENCY (EPA)

2A-2 HISTORICAL REFERENCE DOCUMENTS

Exposure to Asbestos

EPA Guideline Items in Construction and Other Engineering Specifications dated 2000, 2A-3 GENERAL ENVIRONMENTAL REQUIREMENTS

2A-3.1

2A-3.2

2A-3.3

2A-4 CONTRACTOR RESPONSIBILITY

2A-4.1

2A-4.1.1

2A-4.1.2

2A-4.1.3

2A-4.1.4

Course List Miscellaneous

2A-5 NO NOTICE INSPECTIONS

2A-5.1

2A-5.2

2A-5.3

2A-5.4

2A-6 SUBMITTALS

2A-6.1

2A-6.2

2A-6.3

2A-6.4

PART 2B

EXECUTION

2B-1 DISPOSAL OF WASTE AND EXCESS MATERIAL

2B-1.1

2B-1.2

2B-1.3

2B-1.4

2B-2 SOLID WASTE HANDLING

2B-2.1

2B-2.2

2B-2.3

2B-3 SOLID WASTE DISPOSAL

2B-3.1

2B-3.1.1

2B-3.1.2

2B-3.1.3

2B-3.1.4

2B-3.2

2B-3.2.1

2B-3.2.2

2B-3.2.3

2B-3.2.4

2B-3.3

2B-3.3.1

2B-3.3.2

2B-3.3.3

2B-3.3.4

2B-3.4

2B-3.4.1

2B-3.4.2

2B-3.4.3

2B-3.4.4

2B-3.5

2B-3.5.1

2B-3.5.2

2B-3.5.3

2B-3.5.4

2B-3.5.5

2B-3.5.6

2B-3.5.7

2B-3.6

2B-3.6.1

2B-3.6.2

2B-4 REPORTING OF DISPOSAL AND RECYCLING

2B-4.1

2B-4.2

2B-4.2.1

2B-4.2.2

2B-4.2.3

2B-4.2.4

2B-4.2.5

2B-4.2.6

2B-4.2.7

2B-4.2.8

2B-5 SUBMITTALS, NOTIFICATIONS AND APPROVALS

2B-5.1

2B-5.1.1

2B-5.1.2

2B-5.1.3

2B-5.2

2B-5.3

2B-5.4

Houston County MSW Landfill Profile No:

2018 Kings Chapel Road (Assigned by Houston County) Perry, Georgia 31069 Telephone: (478) 987-0089 Fax: (478) 987-0102

SPECIAL WASTE ACCEPTANCE APPLICATION (SWAA)

Generator Name: Contact:

Address:

Telephone: Fax:

Description of Waste:

Source / Location of Waste:

Waste Quantity: Cubic Yards Tons Frequency of Disposal: Daily Weekly Monthly One Time Other

LABORATORY DATA (Please attach a hard copy of laboratory test data)

Physical Properties: Physical State: Solid Semisolid Liquid Color:

Halogenated Organics: mg/kg Flash Point: F Odor: Yes No Water Content: % by Weight Paint Filter Test Passed Failed Reactive: No Yes With H2S mg/kg HCN mg/kg Others mg/kg pH Value: (S.U.) Infectious: Yes No:

Chemical Properties (TCLP): (Concentrations in mg/l) Arsenic m-Cresol Hexachlorobenzene Pyridine Barium p-Cresol Hexacholorobutadiene Selenium Benzene Total Cresol Hexachloroethane Silver Cadmium 2,4-D Lead Tetrachloroethene Carbon Tetrachloride 1,4 Dichlorobenzene Lindane Toxaphene Chlordane 1,2 Dichloroethane Mercury Trichloroethene Chlorobenzene 1,1 Dichloroethylene Methoxychlor 2,4,5 Trichlorophenol Chloroform 2,4 Dinitrotoluene Methyl Ethyl Ketone 2,4,6 Trichlorophenol Chromium Endrin Nitrobenzene 2,4,5TP (Silvex) o-Cresol Heptachlor (a hydroxide) Pentachlorophenol Vinyl Chloride

None of the above constituents exceed TCLP disposal limits Others (List) Other Information: Delivery method: Bulk Other Regulatory Agency Approval Received: Yes No Permit Number Material Safety Data Sheet Provided: Yes No

Generator's Certification Statement "I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. To the best of my knowledge, the material described above is not classified as hazardous waste under current regulations, and I agree to notify Houston County MSW Landfill if such classification changes. The attached information provided is true and accurate to the best of my knowledge."

Signature of Authorizing Agent Date

Name of Agent (Typed or Printed) Title

Houston County MSW Landfill Profile No:

2018 Kings Chapel Road (Assigned to SWAA) Perry, Georgia 31069 Telephone: (478) 987-0089

WASTE SHIPMENT TRACKING DOCUMENT

Generator Name: Contact:

Address:

Telephone: Fax:

Description of Waste:

Location of Waste:

Date Shipped: Quantity Shipped:

Certification: I certify the waste described above is the waste represented by the Special Waste Acceptance Application (SWAA) of the same Profile Number and no regulated hazardous waste has been introduced into the waste.

Generator's Signature: Date:

Transporter: Contact:

Address:

Telephone:

Certification: I certify no regulated hazardous waste was introduced into the waste while in my custody:

Hauler's Signature: Date:

Waste Disposal Site: Houston County MSW Landfill

Quantity Received:

Certification: I certify receipt and proper disposal of the Special Waste Profiled materials covered by this manifest.

Operator’s Printed Name:

Operator’s Signature: Date:

WASTE MANAGEMENT REPORT (MONTHLY)

Contract Number Government Inspector:

Contractor Project # Title:

Contractor POC: Date:

Phone No:

I. MSW Landfill Disposal II. C&D Landfill Disposal III. Inert Landfill Disposal

Quantity (tons): Quantity (tons): Quantity (tons):

Landfill Site: Landfill Site: Landfill Site:

Tip fee/ton ($/ton): Tip fee/ton ($/ton): Tip fee/ton ($/ton):

*Total cost of disposal ($): *Total cost of disposal ($): *Total cost of disposal ($):

*Total cost/ton ($/ton): *Total cost/ton ($/ton): *Total cost/ton ($/ton):

IV. Alternatives to Landfilling (Recycling Strongly Encouraged)

Type of Material

Quantity (pounds or tons) Destination

* Handling & Transportation

Cost ($)

*Expected Revenue & Tip Fee Earnings ($) * Net Cost ($)

*Cost if Landfilled ($)

* Comparison Cost

(+)/Savings (-) Cardboard Dimensional wood Beverage containers Land debris Concrete

CMU

Asphalt Metals - all types Gypsum board Paint Carpet Insulation Glass Cast stone Wood materials Electric cable PVC piping Rubber flooring Raised flooring

IV. Total net cost (+) or savings (-) from all alternatives to landfilling all project waste

V. Means of keeping recyclables free of contamination All similar materials will be grouped together based on the requirements of the recycling center.

All dissimilar materials will be kept in separate containers/bins in order to avoid contamination.

VI. Meetings to be held to address waste management At regularly scheduled job site coordination/progress meetings and at job safety meetings, waste discussed to clarify any confusion with craftspeople.

* Optional

PART 2C

SPECIAL WASTES AND HAZARDOUS MATERIALS

2C-1 GENERAL

2C-1.1

2C-1.1.1

2C-1.1.2

2C-2 HAZARDOUS WASTE

2C-2.1

2C-2.2

2C-2.3

2C-2.4

2C-2.5

2C-2.6

2C-2.6.1

2C-2.6.2

2C-2.6.3

2C-2.7

2C-2.7.1

2C-2.7.2

2C-2.7.3

2C-2.7.4

2C-2.7.5

2C-2.7.6

2C-3 ASBESTOS CONTAINING MATERIALS

2C-3.1

2C-3.1.1

2C-3.1.2

2C-3.2

2C-3.2.1

2C-3.2.2

2C-3.2.3

2C-3.3

2C-3.3.1

2C-3.3.2

2C-3.3.3

2C-4 LEAD PAINT

2C-4.1

2C-4.1

2C-4.1

2C-5 POLYCHLORINATED BIPHENYLS (PCBs)

2C-5.1

2C-5.2

2C-5.2.1

2C-5.2.2

2C-5.2.3

2C-5.2.4

2C-5.5

2C-5.5.1

2C-5.5.2

2C-5.5.3

2C-6 OZONE DEPLETING SUBSTANCES (ODS) AND CONTROLLED SUBSTANCES

2C-6.1

2C-6.1.1

2C-6.1.2

2C-6.1.3

2C-6.1.4

2C-6.2

2C-6.2.1

2C-6.2.2

2C-6.3

2C-6.4

Warning

The Contractor shall insert the name of the substance(s).

2C-7 HAZARDOUS MATERIALS (HAZMAT):

2C-7.1

2C-7.1.1

2C-7.1.2

2C-7.2 Any consumer product or hazardous substance, as those terms are defined in the Consumer Product Safety Act (15 U.S.C. 2051 et seq.) and Federal Hazardous Substances Act (15 U.S.C. 1261 et seq.) respectively, where the employer can show that it is used in the workplace for the purpose intended by the chemical manufacturer or importer of the product, and the use results in a duration and frequency of exposure which is not greater than the range of exposures that could reasonably be experienced by consumers when used for the purpose intended.

2C-7.3

2C-7.3.1

2C-7.3.2

2C-8 SUBMITTALS, NOTIFICATIONS AND APPROVALS

2C-8.1

2C-8.2

2C-8.2.1

2C-8.2.2

2C-8.2.3

2C-8.2.4

2C-8.3

2C-8.3.1

2C-8.3.2

2C-8.3.3

2C-8.3.4

2C-8.3.5

2C-8.3.6

PART 2D

AIR QUALITY

2D-1 GENERAL

2D-1.1

2D-1.2

2D-1.3

2D-1.4

2D-2 SUBMITTALS, NOTIFICATIONS AND APPROVALS

2D-2.1

2D-2.2

PART 2E

PESTICIDES

2E-1 GENERAL

2E-2 LICENSES

2E-3 HANDLING

2E-3.1

2E-3.2

2E-4 SUBMITTALS, NOTIFICATIONS AND APPROVALS

2E-4.1

2E-4.2

PART 2F

STORAGE TANKS

2F-1 GENERAL

2F-1.1

2F-1.2

2F-1.3

2F-2 TANK REMOVAL OR CLOSURE

2F-2.1

2F-2.2

2F-3 TANK ADDITION OR REPLACEMENT

2F-4 SEPTIC TANKS

PART 2G

WETLANDS

2G-1 GENERAL

PART 2H

GREEN PROCUREMENT PLAN (GPP)

2H-1 GENERAL

Green Procurement Program (GPP) Plan

PART 2I

PRESERVING HISTORICAL AND ARCHAEOLOGICAL RESOURCES

2I-1 GENERAL

2I-1.1

2I-1.2

2I-1.2 ARCHAEOLOGICAL FINDS

PART 2J

PROTECTION OF WATER AND LAND RESOURCES

2J-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE GUIDANCE

AIR FORCE ENGINEERING TECHNICAL LETTERS (ETL)

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC)

GEORGIA DEPARTMENT OF NATURAL RESOURCES (GA DNR)

ENVIRONMENTAL PROTECTION DIVISION (EPD)

GEORGIA SOIL AND WATER CONSERVATION COMMISSION (GSWCC)

HOUSTON COUNTY, GEORGIA

UNITED STATES GREEN BUILDING COUNCIL (USGBC)

starting 1 Nov 2016 must use this version; other versions have been superseded.)

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

U.S.DEPARTMENT OF DEFENSE (DOD)

2J-2 HISTORICAL REFERENCES

Surface Drainage Design

LEED Manual for New Construction & Major Renovations

LEED 2009 Leadership in Energy and Environmental Design (LEED) 2009

Sustainable Development

Stormwater Construction Standards

2J-3 GENERAL

2J-4 STORMWATER MANAGEMENT DURING CONSTRUCTION

Construction and Operation and Maintenance Guidance for Storm Water Systems.

As requirements from each of these guidance documents are incorporated into this standard, a reference to the specific location with the guidance document in included for the Contractor’s benefit to obtain more information. The reference is presented in [brackets].

2J-4.1 Construction Requirements for Sites Disturbing Less Than One Acre

Part 2J-4.2.2

2J-4.2 Construction Requirements for Projects Disturbing Greater Than (or Equal to) One Acre

2J-4.2.1

Construction and Operation and Maintenance Guidance for Storm Water Systems

2J-4.2.2

Part 2J-10.1 o o

2J-5 POST CONSTRUCTION STORMWATER MANAGEMENT

Figure 2J-5-1

As requirements from each of these guidance documents are incorporated into this standard, a reference to the specific location with the guidance document in included for the Contractor’s benefit to obtain more information. The reference is presented in [brackets].

Part 2J-10.2

Figure 2J5-1

POST CONSTRUCTION STORMWATER FLOW CHART

2J-5.1 WATER QUALITY REQUIREMENTS

2J-5.1.1

Part 2J-5.1.2

2J-5.1.2

Part 2J-5.1.1

2J-5.1.2 for non-airfield projects for airfield projects

2J-5.2 WATER QUANTITY REQUIREMENTS

Part 2J-5.2.1

OR

Part 2J-5.2.2 o Part 2J-5.2.3

2J-5.2.1

2J-5.2.1.1

2J-5.2.1.2

2J-5.2.2

2J-5.2.2.1 o

2J-5.2.2.2

The “10% point” is defined as the point in the watershed downstream of the site or the stormwater management system where the area of the site comprises 10% of the total drainage area.

2J-5.2.2.3

Projects may be part of the NPDES Industrial Stormwater Permit Program if they are commercial or industrial new development or redevelopment, regardless of size, with a Standard Industrial Classification (SIC) code that is listed in Appendix D of the NPDES Industrial Stormwater General Permits. [GSMM 2.2.2.1(3)]

“Hot spots” are defined as “land use or activity on a site that produces higher concentrations of trace metals, hydrocarbons or other priority pollutants than are normally found in stormwater runoff. Examples include gas stations, vehicle service and maintenance areas, industrial facilities such as salvage yards…, material storage sites, garbage transfer facilities, and commercial parking lots with high-intensity use”. [GSMM 2.2.2.1 Definitions] o o o

2J-5.2.2.4 o o

Table 2J-5-1

TABLE 2J-5-1 CULVERT AND PIPE DESIGN

Roadway Classification or Use Design Storm o o the height of water above the culvert invert at the entrance end of the culvert) o o Table 2J-5-2

TABLE 2J-5-2 FLOODING DEPTHS FOR INLETS IN A CLOSED PIPE SYSTEM

Roadway Classification or Use Flooding Depth

Note that the flooding depth for parking lots has been adjusted by Robins AFB to be more stringent that the LDM criterion.

o o maximum allowable elevation of the water surface o o 2J-5.2.2.5

Table 2J-5-1 o

2J-5.2.2.6

2J-5.2.2.7

2J-5.2.3 Building Projects with New Impervious Surfaces Greater than 5,000 Square Feet

Building is defined as a roofed and floored facility enclosed by exterior walls and consisting of one or more levels that is suitable for single or multiple functions.

The impervious footprint does not include existing buildings area to be renovated, existing pavement area to be resurfaced, or new pavement area other than supporting facilities associated with the building.

The 95th percentile storm event is based on the 24-hour (daily) rainfall depth averaged over a minimum of 10 years, ideally 30 years where 30 or more years of rainfall records are available. Rainfall records can be obtained from the National Oceanic and

Atmospheric Administration (NOAA). [LID 2-1.2] The Microsoft Excel tool, “EISA 2007 Section 438 Compliance Documentation” includes the appropriate 95th percentile storm event for Robins AFB. Maximum extent technically feasible requires full employment of accepted and reasonable stormwater retention and reuse technologies subject to in-situ site conditions and applicable regulatory constraints [LID 2-1.3]

OR

2J-5.3 SUSTAINABILITY

Part 2J-5.2.3

Major renovation projects include changes to a building that provide significant opportunity for substantial improvement in the sustainable design elements of the building, including energy efficiency.

Minor renovation projects include repair, maintenance, and equipment installations.

Part 2J-10.2

2J-6 PROHIBITION OF ILLEGAL DISCHARGES

2J-6.1

2J-6.2

2J-6.3

2J-6.4

2J-7 PROHIBITION OF ILLICIT CONNECTIONS

2J-7.1

2J-7.2

2J-7.3

2J-8 SPILLS

2J-8.1

2J-8.2

2J-9 TREE PROTECTION AND NEW LANDSCAPING

SECTION 3H LANDSCAPE MANAGEMENT AND SITE RESTORATION

2J-9.1

2J-9.2

2J-9.3

2J-9.4

Seeding between March and August shall consist of hulled Bermuda or Centipede; seeding between September and February shall consist of a mixture of Winter Rye and un-hulled Bermuda or a Tall Fescue variety. Sod shall consist of Bermuda or Centipede and shall not be installed between September and February. Brown Top Millet is not authorized for use at Robins AFB.

2J-10 RESTORATION OF LANDSCAPE DAMAGE

Part 2J

2J-10.1

2J-10.1.1

2J-10.1.2

Notice to Proceed (NTP) from Robins AFB to occur no sooner than fourteen (14) days after NOI postage mark. ESPCP (approved by Robins AFB) and post-marked return receipt from GA EPD for NOI must be submitted to Robins AFB to obtain NTP.

2J-10.1.3

2J-10.1.4

2J-10.1.5

Part 2J-10.1.4

2J-10.1.6

Final payment shall not be performed until the site achieves final stabilization as defined above.

2J-10.1.7

2J-10.2 POST-CONSTRUCTION STORMWATER MANAGEMENT

Table 2J-10-1

TABLE 2J-10-1 STORMWATER MANAGEMENT PLAN CHECKLIST

OR

Detailed guidance on acceptable and non-acceptable plant materials and landscape management practices is available in “Best Practices for Landscaping at Robins Air Force Base”, available from 78 CEG/CEIE.

Operations and Maintenance Plan can be prepared as a stand-alone package and referenced/included accordingly.

PART 2K

BACKFLOW PREVENTION DEVICES (BPDS)

2K-1 GENERAL

2K-1.1

2K-1.2

2K-1.3

2K-2 SUBMITTALS, NOTIFICATIONS AND APPROVALS

2K-2.1

2K-2.2

2K-2.3

PART 3

STRUCTURAL & CIVIL ENGINEERING

ELEMENTS

ROBINS AFB BASE FACILITY STANDARDS

PART 3A

STRUCTURAL AND CIVIL ENGINEERING ELEMENTS

STRUCTURAL REQUIREMENTS

3A-1 CRITERIA REFERENCE DOCUMENTS

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

AMERICAN WOOD COUNCIL

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AMERICAN IRON AND STEEL ASSOCIATION (AISI)

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

STRUCTURAL ENGINEERING INSTITUTE (SEI)

AMERICAN WELDING SOCIETY (AWS)

INTERNATIONAL CODE COUNCIL (ICC))

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

STEEL DECK INSTITUTE (SDI)

U.S. DEPARTMENT OF DEFENSE (DOD)

3A-2 HISTORICAL REFERENCE DOCUMENTS

3A-3 GENERAL STRUCTURAL REQUIREMENTS

3A-3.1

3A-3.2

3A-4 SPECIAL STRUCTURAL REQUIRMENTS

3A-4.1

3A-4.2

3A-4.3

3A-4.4

3A-5 FOUNDATIONS

3A-5.1

3A-5.2

3A-6 ANTENNAS AND OTHER EXTERIOR USER EQUIPMENT

3A-6.1

3A-6.2

PART 3B

CIVIL ENGINEERING AND SITE PLANNING

3B-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTER (AFETL)

AIR FORCE INSTRUCTIONS (AFI)

AIR FORCE MANUALS (AFM)

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

GEORGIA SOIL AND WATER CONSERVATION COMMISSION (GSWCC)

STATE OF GEORGIA ENVIRONMENTAL PROTECTION DIVISION (EPD)

INTERNATIONAL CODE COUNCIL (ICC))

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

U.S. DEPARTMENT OF DEFENSE (DOD)

UNITED STATES (US) ENVIRONMENTAL PROTECTION AGENCY (EPA)

3B-2 HISTORICAL REFERENCE DOCUMENTS

3B-3 GENERAL CIVIL ENGINEERING AND SITE PLANNING.

3B-3.1

3B-3.2 o o o o o o o o o o o o o o o o o o o o o

3B-4 SITE VISIT

3B-5 SPECIAL STRUCTURAL REQUIRMENTS

3B-5.1

3B-5.2

3B-5.3

3B-6 FOUNDATIONS

3B-6.1

3B-6.2

3B-7 ANTENNAS AND OTHER EXTERIOR USER EQUIPMENT.

3B-7.1

3B-7.2

PART 3C

WATER SUPPLY

3C-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTIONS (AFI)

AIR FORCE MANUAL

ENGINEERING TECHNICAL LETTERS (ETL)

GEORGIA DEPARTMENT OF NATURAL RESOURCES

ENVIRONMENTAL PROTECTION DIVISION (EPD)

U.S. DEPARTMENT OF DEFENSE (D0D)

3C-2 HISTORICAL REFERENCES

3C-3 GENERAL INFORMATION

3C-3.1

3C-3.2

3C-3 WATER SUPPLY.

3C-3.1 See Fire

3C-3.2

3C-3.3

3C-3.4

3C-3.5

See 6N Cathodic Protection Systems

3C-3.5

3C-4 WATER SUPPLY PROTECTION.

3C-4.1

3C-4.1.1

3C-4.1.2

3C-4.1.3

3C-4.2

3C-4.2.1

3C-4.2.2 Examples of facilities where these conditions exist include sewage treatment plants, boiler/steam plants, production or manufacturing processes using chemicals and rinse systems, aircraft/equipment de-painting, plating/anodizing operations and hospitals.

3C-4.2.3

3C-4.2.4

3C-4.3

3C-4.4

PVC is resistant to some chemicals but is not resistant to petroleum products.

3C-4.5

3C-4.6

PART 3D

WASTE WATER TREATMENT

3D-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTIONS ENGINEERING TECHNICAL LETTERS (ETL)

AIR FORCE INSTRUCTIONS (AFI)

U.S.DEPARTMENT OF DEFENSE (DOD)

3D-2 HISTORICAL REFERENCES

3D-3 GENERAL INFORMATION.

3D-3.1

3D-3.2

3D-3.3

3D-3 WASTEWATER TREAMENT SYSTEM

3D-3.1

3D-3.2

3D-3.3

3D-3.4

3D-3.5

3D-3.6

3D-4 WASTEWATER SYSTEM CONSTRUCTION

3D-4.1

3D-4.2

3D-4.3

3D-4.4

PART 3E

SUB-SURFACE INVESTIGATION

3E-1 CRITERIA REFERENCE DOCUMENTS

U.S.DEPARTMENT OF DEFENSE (DOD)

3E-2 GENERAL REQUIREMENTS.

3E-2.1

3E-2.2

3E-2.3

3E-3 DIGGING AND EXCAVATION REQUIREMENTS.

3E-3.1

3E-3.1.1

3E-3.1.2

3E-3.1.3

3E-3.1.4

3E-3.1.5

3E-3.1.6

3E-3.1.7

3E-3.2

3E-3.2.1

3E-3.2.2

3E-3.2.3

3E-3.2.4

3E-4 PRESERVING HISTORICAL AND ARCHAEOLOGICAL RESOURCES

PART 3F

TERMITE PRE-TREATMENT

3F-1 CRITERIA REFERENCE DOCUMENTS

UNITED STATES CODE (USC)

3F-2 GENERAL REQUIREMENTS

3F-3 SAFETY REQUIRMENTS FOR USE AND HANDLING

3F-3.1

3F-3.2

3F-3.3

3F-3.4

3F-3.5

3F-3.6

3F-3.7

PART 3G

STORMWATER MANAGEMENT

SECTION 2J PROTECTION OF WATER AND LAND RESOURCES

Part 2J-4

Part 2J-5

Part 2J-10

PART 3H

LANDSCAPE DESIGN AND SITE RESTORATION

3H-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTIONS (AFI)

ROBINS AFB STANDARDS

U.S. DEPARTMENT OF DEFENSE (DOD)

3H-2 GENERAL REQUIREMENTS

3H-3 SITE RESTORATION

3H-3.1

3H-3.1.1

3H-3.1.2

3H-3.2

3H-3.2.1

3H-3.2.2

3H-3.2.3

3H-3.3

3H-3.3.1

3H-3.3.2

3H-3.3.3

3H-3.3.4

3H-3.4 SODDING

3H-3.5 HYDRO-SEEDING

3H-3.6 TURF ESTABLISHMENT PERIOD

3H-3.7 WATERING

3H-3.8 IRRIGATION

3H-3.8.1

3H-3.8.2

See Part 3I Lawn Sprinkler Systems

3H-3.9 MOWING

PART 3I

LAWN SPRINKLER SYSTEMS

3I-1 CRITERIA REFERENCE DOCUMENTS

U.S.DEPARTMENT OF DEFENSE (DOD)

3I-2 HISTORICAL REFERENCES

Irrigation of Installation Turfgrass and Landscaping

Site Planning and Design ater Supply: Water Distribution

3I-3 GENERAL REQUIREMENTS.

3I-3.1

3I-3.2

3I-3.3

3I-4 DESIGN REQUIR MENTS

3I-4.1

3I-4.2

3I-4.3

3I-4.3.1

3I-4.3.2

3I-4.4

3I-4.5

3I-4.6

3I-4.6.1

3I-4.6.2

3I-4.6.3

3I-4.6.4

3I-4.6.5

3I-4.6.6

3I-4.6.7

3I-4.7

3I-4.7.1

3I-4.7.2

3I-4.7.3

3I-4.7.4

3I-4.8

3I-4.8.1

3I-4.8.2

3I-4.8.3

3I-4.8.4

3I-4.9

3I-4.9.1

3I-4.9.2

3I-4.10

3I-5 INSTALLATION

3I-5.1

3I-5.2

3I-6 POST CONSTRUCTION REQUIREMENTS

3I-6.1

3I-6.1.1

3I-6.1.2

3I-6.2

3I-6.3

3I-6.3.1

3I-6.3.2

3I-6.3.3

3I-6.3.4

ARCHITECTURAL

COMPATIBILITY

STANDARDS

ROBINS AIR FORCE BASE

a component of

Robins Air Force Base Facility Standards

18 AUGUST 2015

PART 4A

ARCHITECTURAL ELEMENTS

ARCHITECTURE

4A-1 GENERAL REQUIREMENTS.

Architectural Compatibility Standards

4A-2 CRITERIA REFERENCE DOCUMENTS

AIR FORCE GUIDANCE

AIR FORCE INSTRUCTIONS (AFI)

ARCHITECTURAL BARRIERS ACT / ACCESS BOARD

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

DRYWALL FINISHING COUNCIL INCORPORATED (DWFC)

ENGINEERING TECHNICAL LETTERS (ETL)

GYPSUM ASSOCIATION (GA)

INTERNATIONAL CODES

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

U.S. DEPARTMENT OF DEFENSE (DOD)

United States Gypsum Company (USG)

4A-11 HISTORICAL REFERENCES

2ARCHITECTURAL COMPATIBILITY STANDARD

TABLE OF CONTENTS

INTRODUCTION

SPECIFICATIONS, REGULATIONS & STANDARDS

EXTERIOR FACILITY STANDARDS

EXTERIOR ELEMENTS (SITE CONSIDERATIONS)

INTERIOR FACILITY GUIDELINES

1.1 1.2

2.1 2.2 2.3 2.4

3.1 3.2 3.3 3.4 3.5

4.1 4.2 4.3 4.4

5.1 5.2

Chapter 1

Chapter 3

Chapter 2

Chapter 4

Chapter 5

Appendix A

3ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 1 INTRODUCTION

Robins Air Force Base (AFB), Life-Cycle-Cost

Architectural Compatibility Standard (ACS)

Air Force Corporate

AFCFS

AFCFS

See

Building 189 complies with the Robins AFB Exterior COLOR PLAN and Roofing Program.

4ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 1.1 GOALS Architectural Compatibility Standard (ACS)

FUNCTIONALITY

SUSTAINABILITY

ENVIRONMENTAL PROTECTION

SAFETY / SECURITY

COST EFFECTIVENESS

AESTHETICS

ACCESSIBILITY

5ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 1.2 INSTALLATION DEVELOPMENT PLANNING

Development Plan IDP

IDP

Architectural Compatibility Standard ACS

Robins AFB Planning Districts from Installation Development Plan 2015

Planning Districts from IDP 2015 overlayed on Robins AFB Future Land Use Map (General Plan 2002)

AIRFIELD EAST

AIRFIELD

AIRFIELD WEST

COMMUNITY SUPPORT

ADMINISTRATIVE

AND INDUSTRIAL

INDUSTRIAL

AND TRAINING

6ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 2 SPECIFICATIONS, REGULATIONS & STANDARDS

HIERARCHY OF REQUIREMENTS

Base Facility Standards Architectural Compatibility Standards

NFPA) 101- Life Safety except

UFC

A list of the core UFC criteria is provided in this document.

UFGS

Updates are posted quarterly in February, May, August and November.

UFGS

UFGS

Auto-CAD 2010

WHOLE BUILDING DESIGN GUIDE

(WBDG)

The WBDG is a comprehensive resource for federal construction and development projects. It includes data, guidance, mandates, specifications and much more.

See http://www.wbdg.org/

7ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 2.1 SPECIFICATIONS & STANDARDS

CORE UFCs

Comply with the Core UFCs listed here, and other UFCs identified as applicable.

General Building Requirements use of

Follow all provisions of UFC 1-200-02 High Performance and Sustainable Building Requirements to

8ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 2.2 SUSTAINABILITY

For the U.S. Air Force (USAF), the term “sustainable” means the

It is the ability to operate into the

We must create sustainable

LEED or Energy & Environmental Design to recognize best-in-class

CURRENT GUIDANCE

was not compliance The LEED Scoresheet is tool

Air Force Sustainable Design and Development (SDD) Implementing Guidance Memorandum

• AF MILCON Sustainability Requirements

• LEED 2009

BACKGROUND

9ARCHITECTURAL COMPATIBILITY STANDARD

GUIDING PRINCIPLES

FOR FEDERAL LEADERSHIP

IN

HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS

Outline I. E Principles

II.

III.

IV.

Quality

V. R of Materials

2.2 SUSTAINABILITY continued

VVVVVVVVVV

CURRENT SUSTAINABILITY POLICY MEMORANDUM

10ARCHITECTURAL COMPATIBILITY STANDARD

ROBINS AFB

GREEN PROCUREMENT

2.2 SUSTAINABILITY continued

GUIDANCE

Building 937 was sited to take advantage the cooling impact of existing trees.

11ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 2.3 FORCE PROTECTION

ANTITERRORISM FORCE PROTECTION AT/FP

• all new

• only

What are the AT/FP TRIGGERS?

50%

The cost to meet these standards is not part of the 50%.

Occupancy Levels

• Low Occupancy

Note

What is NOT an AT/FP TRIGGER?

alone

DoD Minimum Antiterrorism Standards for Buildings

DoD Minimum Antiterrorism Standoff Distances for Buildings"

General Building Requirements"

EXEMPT from

EXEMPT from the most personnel and assets inside

12ARCHITECTURAL COMPATIBILITY STANDARD

2.3 FORCE PROTECTION continued

DESIGN STRATEGIES

Ways to Minimize the Impact and Cost of AT/FP Compliance

STANDOFF DISTANCES

asset threat typically depending on Occupancy Level

Explosive Weight

- Table B-1

Table B-2 UFC 4-010-01 Note Standoff Distances shown in Table B-2 do not include design calculations for glazed windows and doors. These must be designed for the Applicable Explosive Weight and factored into the Standoff Distance.

DESIGN SUBMITTAL

Required Design Basis for Explosive Weight and Level of

13ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 2.4 ACCESSIBILITY

(ABA DoD has also

Act (ADA

The enforcement for accessibility

(ADAAG).

The is available at

A

MILITARY EXCEPTIONS

PARKING

Building 301 - Handicap ramp located adjacent to handicap parking space.

14ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 3 EXTERIOR FACILITY DESIGN STANDARDS

SUBMITTAL REQUIREMENTS

Architectural Compatibility Standards height, configuration, ACS

Statement of Sustainability

Architectural Compatibility Standards

At Robins AFB a southerly building exposure will maximize heat from the sun in the winter and minimize heat from the sun in the summer.

15ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 3.1 ARCHITECTURAL CHARACTER

HISTORICAL EXEMPTIONS

No buildings or structures are automatically exempt from the provisions of the ACS.

1. When renovating or modifying buildings that have been historically exempt, follow the provisions of the ACS as much as practicable.

2. If the provisions of the ACS seem impractical, request a variance as early as possible.

DESIGN GUIDELINES

1.

2.

4.

5.

6.

7.

Building 222 Addition - The size, mass and character of this addition is compatible with adjacent architecture

The use of color creates the feeling of cohesive architectural character, even though the buildings in the Avionics Complex vary significantly in size.

16ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 3.2 ROBINS AFB EXTERIOR COLOR PLAN

1. Exterior COLOR PLAN 2.

4.

5.

EXTERIOR PAINT COLORS

BRICK COLORS

as closely as possible

17ARCHITECTURAL COMPATIBILITY STANDARD

1.

2.

4.

5.

MATERIAL SELECTION GUIDELINES

BRICK

CONCRETE MASONRY UNITS (CMU)/CAST STONE MASONRY UNITS

Exterior COLOR PLAN

CONCRETE/PRECAST CONCRETE/CONCRETE AGGREGATE PANELS

Exterior COLOR PLAN.

EXTERIOR INSULATION FINISH SYSTEM (EIFS)

Exterior COLOR PLAN

Chapter 3.3 OUTSIDE WALLS & FINISHES

Building 700 - Brick + concrete accent;

R62 trim

Building 365 - EIFS; R63 trim

Building 196 - CMU; R62 trim

Building 189 - Metal + CMU; R62 trim

18ARCHITECTURAL COMPATIBILITY STANDARD

Building 282

3.3 OUTSIDE WALLS & FINISHES continued

Building 2078

19ARCHITECTURAL COMPATIBILITY STANDARD

METAL

Exterior COLOR PLAN

Exterior COLOR PLAN

Exterior

COLOR PLAN

Exterior COLOR

PLAN.

Building 128 - Metal; Gutters match

Building 148 - Metal + concrete with compatible addition

WOOD FRAMING, SHEATHING AND DECKING

Exterior

COLOR PLAN.

3.3 OUTSIDE WALLS & FINISHES continued

Building 229 - Brick with R62 accents;

R48 handrails and utility boxes

Building 2061 - One structure with multiple integrated exterior finishes. Metal in the back; EIFS, brick cladding and matching trim in front.

Note: A white-colored area is used to identify (highlight) the location of the primary building entrance.

20ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 3.4 ROOFING

ALLOWABLE ROOF TYPES

WARRANTY REQUIRED

ROOF COLOR OPTIONS

February 2017 ROBINS AFB BASE FACILITY STANDARD

OPTIMAL SLOPE 3:12

21ARCHITECTURAL COMPATIBILITY STANDARD

STANDING SEAM METAL ROOF

See

3.4 ROOFING continued

Building 549T - Modular building with EIFS cladding and standing seam metal roof

CONFIGURATION OPTIONS

SIMPLE

ARCHITECTURAL

TRIM AND ACCESSORIES

SINGLE-PLY MEMBRANE ROOFS

See

Building 210 - A new PVC roof is being installed. Note the rolls of PVC lying on the ground.

22ARCHITECTURAL COMPATIBILITY STANDARD

3.4 ROOFING continued

FASCIAS, GUTTERS AND DOWNSPOUTS

ROOF VENTS AND ELEMENTS

Building 701 - Gutters match metal panels;

Doors and fascia are R62; Roof is off-white.

78 CEG/CEN ROOFING MANAGERS

POINTS OF CONTACT

Primary: Terry R. Stinson (478) 327-2942 Alternate: David A. Trescott (478) 926-8838

WARRANTY EXPIRATION DATE

xx MONTH 20xx

ROOF SECTION - XX

Building 44 gets a new roof. Building 46 is located in the foreground.

23ARCHITECTURAL COMPATIBILITY STANDARD

GLAZING

inhabited

Chapter 3.5 DOORS & WINDOWS

ANNEALED GLASS

Breaks easily into long, sharp splinters.

Broken annealed glass is very dangerous.

LAMINATED GLASS

Cracks under pressure but remains integral by adhering to the inner layer .

Broken laminated glass resembles a "spider-web"

TEMPERED GLASS

Shatters completely with high impact and breaks into small granular pieces or "jewels"

Low-E windows with thermal-break frames take advantage of passive heat gain from the sun while keeping interior heat from escaping.

Laminated glass minimizes injuries if the glass is broken.

L E i dd i hh hh ll bb kk

This window design meets minimum AT/FP and sustainability standards.

24ARCHITECTURAL COMPATIBILITY STANDARD

3.5 DOORS & WINDOWS continued

COLOR OPTIONS

Exterior COLOR PLAN

Exterior COLOR PLAN

EXTERIOR HARDWARE

LOCKS

Building 228 uses mirrored, spandrel glass that is no longer allowed.

Building 215 has R42 exterior walls; R62 doors and awning with Stainless Steel hardware; R48 trim.

Building 220 - Windows and frames were successfully replaced to comply with AT/FP standards. Note that legacy plant materials were retained.

25ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 4 EXTERIOR ELEMENTS

EFFICIENT HEALTHY COMFORTABLE SAFE

View towards Buildings 83 and 125

Building 280 - Picnic tables and bench.

Building 85

26ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 4.1 VEHICULAR CIRCULATION & PARKING

AT/FP REQUIREMENTS FOR ROADS AND PARKING

UFC 4-010-01

but except

PARKING DESIGN GUIDELINES

MILITARY S

U

R

FA

C E

D E P L O Y M E N T A N D D I S T R I B U T I O

N

COM

MAND

E T A

TRANSPORTATION

ENGINEERING

AGENCY

Military Surface Deployment and Distribution Command Transportation Engineering Agency

Better Military Traffic Engineering

SDDCTEA Pamphlet 55-17

27ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 4.2 PEDESTRIAN CIRCULATION

SIDEWALKS

HANDRAILS

Sidewalks interconnect buildings in the dense area between Buildings 300 and 228

Crosswalk to Building 229 provides handicap access to sidewalks.

Building 365 - Handrails at a service entrance

28ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 4.3 LANDSCAPING

GRASSING

TREES

SHRUBS AND GROUNDCOVERS

"BEST PRACTICES FOR LANDSCAPING AT ROBINS AIR FORCE BASE,"

29ARCHITECTURAL COMPATIBILITY STANDARD

Chapter 4.4 SITE APPURTENANCES

WALLS AND FENCES

WALLS

Exterior

COLOR PLAN

FENCES

Building 365 - Wall is incorporated into facility design.

Building 365 - These elements are hidden behind the wall.

Building 321 - Metal shadowbox fence used for screening.

Building 287 - Chain link fence used for security. Vinyl-coating would prevent rust.

New brown vinyl-coated chain link fence with concrete mow strip at Robins AFB Dog Park.

Black ornamental metal fence with concrete mow strip along Hwy 247 perimeter.

30ARCHITECTURAL COMPATIBILITY STANDARD

4.4 SITE APPURTENANCES continued

Dumpsters at Building 660.

Dumpsters for Building 2067 are located across roadway

Dumpsters for Day Care Center are partially screened.Dark Brown

DUMPSTER LOCATIONS - AT/FP REQUIREMENTS

UFC 4-010-01

Buildings.

Where the applicable standoff distance is not available or an alternate dumpster location cannot be found, building hardening shall be required.

DUMPSTER SAFETY

31ARCHITECTURAL COMPATIBILITY STANDARD

4.5 SITE APPURTENANCES continued

OUTDOOR EQUIPMENT CABINETS

xterior COLOR PLAN

Utility / equipment boxes near the NE corner of First Street are less noticeable when painted Robins 48.

SITE FURNISHINGS

PAVILIONS AND SHADE STRUCTURES

The use of wooden residential gazebos is discouraged.

w

Utility / equipment boxes outside Building 208. Boxes painted Robins 48 are preferred;

Factory-finished gray-green is acceptable.

Building 301 - Outdoor seating and recycling bin provide a neat and unified appearance.

32ARCHITECTURAL COMPATIBILITY STANDARD

4.5 SITE APPURTENANCES continued

OUTDOOR LIGHTING

Pedestrian lighting is typically 10 to 15 feet in height. In the Dorms Area, fully shielded downlight fixtures provide direct illumination for the sidewalks and blend with the aesthetics of the surrounding area.

Security lighting for defined spaces like this Dorm Area parking lot should be a maximum of 20 feet in height. This Cobra-Head fixture is partially shielded to reduce upward glare. Note the fenced dumpster and concrete pad.

High mast light-emitting diode (LED) lighting up to 40 feet in height provides broad area illumination.

OUTDOOR SIGNAGE

Standard identification sign at Building 301.

Signage at the primary entrance to Building 229 is acceptable. Identification at Building 385 that includes the group emblem is acceptable.

33ARCHITECTURAL COMPATIBILITY STANDARD

INTERIOR DESIGN

INTERIOR FINISHES AND COLORS

CEILING TILES

RESTROOMS

Chapter 5 INTERIOR FACILITY GUIDELINES

New "Familiar" carpet with freshly painted "Lambskin" walls.

New "Correlate" carpet with freshly painted "Site White" walls.

34ARCHITECTURAL COMPATIBILITY STANDARD

5.0 INTERIOR FACILITY GUIDELINES continued

LIGHTING

COMMISSIONING

35ARCHITECTURAL COMPATIBILITY STANDARD

5.1 FLOORS - CARPET AND COVEBASE OPTIONS

CARPET COLORS VINYL COVEBASE COLORS

BROWNS

BLUES

GREENS

36ARCHITECTURAL COMPATIBILITY STANDARD

5.2 ROBINS AFB INTERIOR PAINT COLOR OPTIONS

for walls for trim

INTERIOR PAINT COLORS

37ARCHITECTURAL COMPATIBILITY STANDARD

Appendix A

PART 5

MECHANICAL ENGINEERING

ELEMENTS

ROBINS AFB BASE FACILITY STANDARDS

PART 5A

MECHANICAL ENGINEERING ELEMENTS

MECHANICAL STANDARDS

5A-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTERS

AIR FORCE INSTRUCTION (AFI)

U.S.DEPARTMENT OF DEFENSE (DOD)

5A-2 HISTORICAL REFERENCES

Heat Distribution System Outside of Buildings s

DoD Handbook: Petroleum Fuel Facilities

Energy Conservation

Utility Monitoring and Control Systems

5A-3 GENERAL MECHANICAL REQUIREMENTS.

5A-3.1

5A-3.2

5A-3.3

5A-3.4

5A-3.4.1

5A-3.4.2

5A-3.4.3

5A-3.5

5A-3.5.1

5A-3.5.2

5A-4 MECHANICAL DESIGN REQUIREMENTS

5A-4.1

5A-4.1.1

5A-4.1.2

5A-4.1.3

5A-4.1.4

5A-4.1.5

5A-4.2

5A-4.2.1

5A-4.2.2

5A-4.2.3

5A-4.2.4

5A-4.3

5A-4.4

5A-4.4.1

5A-4.4.2

5A-4.4.3

5A-4.4.4

5A-4.4.5

5A-4.4.6

5A-4.4.7

5A-4.4.8

5A-4.4.9

5A-4.4.10

5A-4.4.11

5A-4.4.12

5A-4.4.13

5A-5 MECHANICAL MAINTENANCE REQUIREMENTS

5A-5.1

5A-5.1.1

5A-5.1.2

5A-5.2

5A-5.2.1

5A-5.2.2

5A-5.2.3

5A-5.2.4

5A-5.2.5

5A-5.2.6

5A-5.3

5A-5.4

5A-5.5 no

PART 5B

HEATING, VENTILATION AND AIR CONDITIONING STANDARDS

5B-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTERS

AIR FORCE INSTRUCTION (AFI)

AMERICAN SOCIETY OF HEATING, REFRIGERATING

AND AIR-CONDITIONING ENGINEERS (ASHRAE)

U.S.DEPARTMENT OF DEFENSE (DOD)

5B-2 HISTORICAL REFERENCES

Design of Control Systems for HVAC

Direct Digital Control of Heating, Ventilation and Air Conditioning Systems

Heat Distribution System Outside of Buildings has been s

Commissioning of Heating, Ventilating and Air Conditioning Systems Guide Specification

DoD Handbook: Petroleum Fuel Facilities

Energy Conservation

5B-3 HEATING, VENTILATION AND AIR CONDITIONING (HVAC) GENERAL

REQUIREMENTS.

5B-3.1

5B-3.1.1

5B-3.1.2

5B-3.1.3

5B-3.1.4

5B-3.1.5

5B-3.1.6

5B-3.2

5B-3.3

5B-3.3.1

5B-3.3.2

5B-3.3.3

5B-3.4

5B-3.5

5B-3.6 R410a or R134a

5B-3.6.1

Refer to Part 2C SPECIAL WASTES AND HAZARDS (Section 01560) for the list of products which are Class I and Class II

ODS:

5B-3.6.2

5B-3.6.3

5B-3.6.4

5B-3.7

5B-3.7.1

5B-3.7.2

5B-3.7.3

5B-3.7.4

5B-3.7.5

5B-3.7.6

5B-3.7.7

5B-3.8

5B-3.8.1

5B-3.8.2

5B-3.8.3

5B-3.8.4

5B-3.9

5B-3.9.1

5B-3.9.2

5B-3.10 latest edition

5B-3.10.1

5B-3.10.2

5B-3.10.3

5B-3.10.4

5B-3.10.5

5B-3.10.6

5B-3.10.7

5B-3.11

5B-4 HVAC WATER TREATMENT

5B-4.1

5B-4.2 National

Association of Corrosion Engineers)

5B-4.3

5B-4.3.1 Closed

5B-4.3.2 Open

5B-4.3.3 Closed

5B-4.3.4 o o o

5B-4.3.5 o o

5B-5 SYSTEM COMMISSIONING OF HVAC

5B-5.1

5B-5.1.1

5B-5.1.2

5B-5.2

5B-5.2.1

5B-5.2.2

5B-5.2.3

5B-5.2.4

5B-6 SYSTEM MAINTAINABILITY

5B-6.1

5B-6.2

5B-6.3

5B-6.3.1

5B-6.3.2

5B-6.3.3

5B-6.4

5B-6.5

5B-6.6

5B-6.6.1

5B-6.6.2

5B-6.7

PART 5C

5C-1

PLUMBING

CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTERS (ETL)

AIR FORCE INSTRUCTIONS (AFI)

GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS

GEORGIA DEPARTMENT OF NATURAL RESOURCES

ENVIRONMENTAL PROTECTION DIVISION (EPD)

INTERNATIONAL CODE COUNCIL (ICC)

INTERNATIONAL ASSOC. OF PLUMBING AND MECHANICAL OFFICIALS (IAMPO)

U.S.DEPARTMENT OF DEFENSE (DOD)

5C-2 HISTORICAL REFERENCES

5C-3 GENERAL REQUIREMENTS

5C-3.1

5C-3.2

5C-3.2.1

5C-3.2.2

5C-3.2.3

5C-3.2.4

5C-3.3

5C-3.4

5C-3.4.1

5C-3.4.2 o Design basis: FlowGuard Gold® CPVC for pipe two inches (2”) diameter or smaller.

5C-3.4.3 o o o

5C-3.5

5C-3.5.1

5C-3.5.2

5C-3.5.3

5C-3.6

5C-3.6.1

5C-3.6.2

5C-3.6.3

PART 5D

COMPRESSED AIR

5D-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTERS (ETL)

AIR FORCE INSTRUCTIONS (AFI)

COMPRESSED AIR AND GAS INSTITUTE (CAGI)

GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) /

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

INTERNATIONAL CODE COUNCIL (ICC)

INTERNATIONAL ASSOC. OF PLUMBING AND MECHANICAL OFFICIALS (IAMPO)

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

U.S.DEPARTMENT OF DEFENSE (DOD)

5D-2 HISTORICAL REFERENCES

5D-3 GENERAL REQUIREMENTS

5D-3.1

5D-3.2

5D-4 ENERGY CONSERVATION

5D-4.1

5D-4.1.1

5D-4.1.2

5D-4.1.3

5D-4.1.4

5D-4.1.5

5D-4.1.6

5D-4.1.7

5D-4.1.8

5D-4.1.9

5D-4.1.10

5D-4.1.11

5D-4.2

5D-4.2.1

5D-4.2.2

5D-4.3

5D-4.3.1

5D-4.3.2

5D-4.3.3

5D-4.3.4

5D-4.4

5D-5 AIR COMPRESSORS

5D-5.1

5D-5.2

5D-5.3

5D-5.4

5D-5.5

5D-5.6

5D-5.7

5D-5.8

5D-5.9

5D-5.10

5D-5.11

5D-5.12

5D-5.13

5D-6 AIR DRYERS

5D-6.1

5D-6.2

5D-6.3

5D-6.4

5D-6.5

5D-6.6

5D-7 RECEIVER TANKS

5D-7.1

5D-7.2

5D-7.3

5D-7.4

5D-7.4.1

5D-7.4.2

5D-7.4.3

5D-7.5

5D-8 PIPING

5D-8.1

5D-8.2

5D-8.3

5D-8.4

5D-8.5

5D-8.6

5D-8.7

5D-8.8

5D-9 AIR DROPS AND CONNECTORS

5D-9.1

5D-9.2

5D-10 AUTOMATIC DRAIN VALVES

5D-11 DESIGN ANALYSIS

5D-12 EQUIPMENT SCHEDULES

5D-12.1

5D-12.2

5D-12.3

5D-12.4

5D-12.5

PART 5E

FIRE SUPPRESSION

5E-1 CRITERIA REFERENCE DOCUMENTS

AIR FORCE ENGINEERING TECHNICAL LETTERS (ETL)

AIR FORCE INSTRUCTIONS (AFI)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

U.S.DEPARTMENT OF DEFENSE (DOD)

5E-2 HISTORICAL REFERENCES

5E-3 GENERAL REQUIREMENTS

5E-3.1

5E-3.2

5E-3.3

5E-3.4

5E-3.4.1

5E-3.4.2

5E-4 SUPPRESSION SYSTEM DESIGN REQUIREMENTS

5E-4.1

5E-4.2

5E-4.3

5E-4.4

5E-4.5

5E-4.5.1

5E-4.5.2

5E-4.5.3

5E-4.6

5E-4.7

5E-4.8

5E-4.9

PART 5F

UTILITY MONITORING AND CONTROL SYSTEMS

6M WHOLE FACILITY METERING.

PART 5G

CATHODIC PROTECTION

6N CATHODIC PROTECTION SYSTEMS.

PART 6

ELECTRICAL ELEMENTS

ROBINS AFB BASE FACILITY STANDARDS

PART 6A

MEDIUM VOLTAGE DISTRIBUTION

SECTION I GENERAL

6A-1 QUICK REFERENCE

SECTION I GENERAL

SECTION II UNDERGROUND CIRCUITS

SECTION III DISTRIBUTION EQUIPMENT

SECTION IV RENOVATION/DEMOLITION

SECTION V DESIGN GUIDANCE

SECTION VI DESIGN ANALYSIS

SECTION VII INSPECTIONS AND TESTING

6A-2 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTION (AFI)

NATIONAL ELECTRICAL SAFETY CODE (NESC)

NATIONAL FIRE PROTECTION AGENCY (NFPA)

UNIFIED FACILITY CRITERIA (UFC)

6A-3 GOVERNANCE

6A-3.1

6A-3.2

6A-3.3

6A-3.4

6A-4 NO OVERHEAD

6A-5 GROUNDING

SECTION II UNDERGROUND CIRCUITS

6A-6 SUBSTATIONS

6A-6.1

6A-6.2

6A-6.3

6A-6.4

6A-6.5

6A-6.6

6A-6.7

6A-7 DUCT BANK

6A-7.1

6A-7.4

6A-7.5

6A-7.6

6A-8 MANHOLES AND HANDHOLES

6A-8.1 o o o o o o

6A-8.2

6A-8.3 o

6A-9 DIRECT BURIED:

6A-10 NOT CONCRETE ENCASED

6A-10.1

6A-10.2

6A-10.3

6A-11 CABLE

6A-11.1

6A-11.2

6A-11.3

6A-11.4

6A-11.5

6A-11.6

6A-11.7

6A-11.8

6A-11.9

6A-11.10

6A-12 SPLICES

6A-12.1

6A-12.2

6A-12.3

6A-12.4

6A-12.5

6A-13 TERMINATIONS

6A-13.1

6A-13.2

6A-13.3

6A-13.4

6A-13.5

SECTION III DISTRIBUTION EQUIPMENT

6A-14 AIR SWITCHES

6A-14.1

6A-14.2

6A-14.3

6A-14.4

6A-14.5

6A-14.6

6A-14.7 o o o

6A-14.8

6A-14.9

6A-14.10

6A-14.11 o o o o

6A-14.12

6A-14.13

6A-14.14

6A-14.15

6A-15 EQUIPMENT PADS

6A-15.1

6A-15.2

6A-15.3

6A-15.4

6A-15.5

6A-15.6

6A-16 RISER POLES

6A-16.1

6A-16.2

6A-16.3

6A-16.4

SECTION IV RENOVATION/DEMOLITION

6A-17 RENOVATION

6A-17.1

6A-17.2 o o

6A-17.3

6A-17.4

6A-17.5

6A-17.6 o o o

6A-17.7

6A-18 DEMOLITION

6A-18.1

6A-18.2

6A-18.3

6A-18.4

6A-18.5

6A-18.6

6A-18.7

If to be removed, remove the pad and conduits down to the top of the duct bank. Fill hole with soil and seed.

If to remain in place, remove the wiring and cap the conduits on both ends. If the conduit protrudes more than two (2) inches above the pad, they shall be sawed off at one (1) inch height and capped.

6A-18.8 Recycling: All metal demolished as a part of the project shall remain property of the Government. Turn items into 78 CEG to be recycled. If there is a lot of metal such as would be the case a re-cabling project, a dumpster will be provided on the jobsite.

Section V DESIGN GUIDANCE

6A-19 DRAWINGS AND SPECIFICATIONS

See Part 6U – Design Guidance.

6A-20 DESIGN

6A-20.1 Voltage of distribution system is 12,470/7200 volts, wye, with most transformers in a delta-wye configuration

6A-20.2 A few installations of 4160 volt service are used to feed specific equipment, not for distribution of power from facility to facility.

6A-20.3 A neutral shall be routed in all circuits. Neutral acts as neutral and grounding conductor.

6A-20.4 If there is an existing service to an existing building and greater load is being added to the building, designer shall:

Replace the existing service with a larger service to provide the existing and new load.

If space, aesthetics or price is a limiting factor, obtain approval from 78 CEG to investigate an alternate method. This method, when determined, shall also be approved by 78 CEG. Approval of investigating an alternate method, does not guarantee approval of that method.

In the event a second service must be installed in an existing facility, consider what areas of the building each service will serve. Break the building into parts (preferably by fire areas.) Feed items in an area from one service. In no case, shall a room in the facility be serviced from more than one service (for this purpose double-ended service entrance gear shall be considered as one service.) For existing facilities, this may require rewiring some of the existing items in room(s).

SECTION VI DESIGN ANALYSIS

6A-21 DESIGN ANALYSIS

6A-21.1

6A-21.2

6A-21.3

6A-21.3

6A-21.4

6A-21.5

6A-21.6

6A-22 CALCULATIONS

6A-22.1

6A-22.2

6A-22.3

6A-22.4

6A-23 SHORT CIRCUIT STUDY

6A-24 ARC FLASH

SECTION VII INSPECTIONS AND TESTING

6A-25 DUCT BANK

6A-26 MANHOLES AND HANDHOLES

6A-26.1

6A-26.2

6A-26.3

6A-26.4

6A-27 CABLE

6A-27.1

6A-27.2

6A-28 SPLICES AND TERMINATIONS

6A-29 AIR SWITCHES

6A-29.1

6A-29.2

6A-30 EQUIPMENT PADS

6A-31 PRIMARY TRANSFORMERS

6A-31.1 o o

6A-31.2

6A-31.3

APPENDIX 6A-A

SHORT CIRCUIT VALUES

CKT/Switch ID Sym Amps Asy Amps

APPENDIX 6A-B

PICTURES OF VARIOUS DEVICES

Air Switch

Three-Phase Transformer

Single-Phase Padmount Transformer with Switchgear on Rack and Generator

Padmount Transformer with Exterior Switchgear

Interrupter Switch and Substation-Type Transformer

Double-Ended Unit Substation

PART 6B

MEDIUM TO LOW VOLTAGE

SECTION I GENERAL

6B-1 QUICK REFERENCE

SECTION I GENERAL

SECTION II TRANSFORMER/SERVICE ENTRANCE

COMBINATIONS

SECTION III TRANSFORMER / SERVICE ENTRANCES

SECTION IV SERVICE ENTRANCES

SECTION V RENOVATION / DEMOLITION

6B-2 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTION (AFI)

NATIONAL ELECTRICAL SAFETY CODE (NESC)

NATIONAL FIRE PROTECTION AGENCY (NFPA)

UNIFIED FACILITY CRITERIA (UFC)

6B-3 GENERAL

6B-3.1

6B-3.2

6B-3.3

SECTION II TRANSFORMER/SERVICE ENTRANCE COMBINATIONS

6B-4 NEW FACILITIES

6B-4.1

6B-4.2

6B-4.3

6B-4.4

6B-4.5

6B-4.6

6B-4.7

6B-5 EXISTING FACILITIES

6B-5.1

6B-5.2

6B-5.3

6B-5.4

6B-6 OTHER COMBINATIONS

SECTION III TRANSFORMER / SERVICE ENTRANCES (SE)

6B-7 NUMBER OF SERVICES

6B-7.1

6B-7.2

6B-7.3

6B-7.4

6B-7.5

6B-8 TRANSFORMERS (GENERAL)

6B-8.1

6B-8.2

6B-8.3

6B-8.4

6B-8.5

6B-8.6

6B-8.7

6B-8.8

6B-8.9

6B-8.10

6B-8.11 o o o

6B-8.12

6B-8.13

6B-8.14

6B-8.15

6B-8.16

6B-9 GROUNDING

6B-10 PADMOUNT TRANSFORMERS

6B-10.1

6B-10.2

6B-10.3

6B-10.4

6B-10.5

6B-10.6

6B-11 INTERRUPTER SWITCH AND SUBSTATION-TYPE TRANSFORMER

6B-11.1

6B-11.2

6B-11.3 o o o o o o o o

6B-12 EXTER OR WALK-IN ENCLOSURES

6B-12.1

6B-12.2

6B-12.3

6B-12.4

6B-12.5

6B-12.6

6B-12.7

6B-13 FACILITY METERING

6B-13.1

6B-13.2

SECTION IV SERVICE ENTRANCES (SE)

6B-14 TRANSFORMER / SERVICE ENTRANCE (SE) COMBINATIONS

6B-14.1

6B-14.2

6B-15 SERVICE ENTRANCE FEEDERS

6B-15.1

6B-15.2

6B-15.3

6B-15.4

6B-15.5

6B-16 SERVICE ENTRANCE EQUIPMENT

6B-16.1

6B-16.2

6B-16.3

6B-17 SERVICE ENTRANCE (SE) GROUNDING

SECTION V RENOVATION/DEMOLITION

6B-18 RENOVATION

6B-18.1

6B-18.2

6B-18.3 o o

6B-18.4

6B-18.5

6B-19 DEMOLITION

6B-19.1

6B-19.2

6B-19.3

6B-19.4

PART 6C

LOW VOLTAGE ELECTRICAL DISTRIBUTION

SECTION I GENERAL

6C-1 QUICK REFERENCE

SECTION I GENERAL

SECTION II CONNECTIONS TO SERVICE ENTRANCE EQUIPMENT

(SE) GEAR

SECTION III INTERIOR DISTRIBUTION SYSTEM

SECTION IV BRANCH WIRING

SECTION V CONDUCTORS AND RACEWAYS

SECTION VI BRANCH WIRING - EXTERIOR

SECTION VII RENOVATION / DEMOLITION

6C-2 CRITERIA REFERENCE DOCUMENTS

AIR FORCE INSTRUCTION (AFI)

NATIONAL FIRE PROTECTION AGENCY (NFPA)

UNIFIED FACILITY CRITERIA (UFC)

6C-3 GOVERNANCE

6C-3.1

6C-3.2

6C-3.3

6C-3.4

6C-4 OMITTED

SECTION II CONNECTIONS TO SERVICE ENTRANCE EQUIPMENT (SE) GEAR

6C-5 GENERATOR CONNECTIONS

6C-6 RISER DIAGRAM

6C-7 MAIN ELECTRICAL ROOM(S)

6C-7.1

6C-7.2

6C-7.3

6C-7.4

6C-7.5

6C-7.6

SECTION III INTERIOR DISTRIBUTION SYSTEM

6C-8 FEEDERS

6C-8.1

6C-8.2

6C-8.3

6C-8.4

6C-8.5

6C-8.6

6C-8.7

6C-9 DISTRIBUTION EQUIPMENT

6C-10 ROUTING OF RACEWAYS INTO DISTRIBUTION EQUIPMENT

6C-10.1

6C-10.2

6C-10.3

6C-10.4

6C-10.5

6C-11 NO LOADS CONNECTED AHEAD OF MAIN

6C-11.1

6C-11.2

6C-11.3

6C-11.4

6C-12 HOUSEKEEPING PADS

6C-12.1

6C-12.2

6C-12.3

6C-12.4

6C-13 DIRECTORIES AND LABELING

6C-13.1

6C-13.2 o

6C-14 ELECTRICAL CLOSETS (Administrative Spaces)

6C-14.1

6C-14.2

6C-14.3

6C-15 INDUSTRIAL/SHOP AREAS

6C-15.1

6C-15.2

6C-15.3

6C-15.4

SECTION IV BRANCH WIRING

6C-16 DEFINITION

6C-17 WIRING METHODS

6C-17.1 Individual copper conductors in raceway:

6C-17.2 Splices:

Wiring shall not contain any splices in switchboards, distribution panelboards or panelboards to extend the length.

Splices to divert the branch wiring in various directions or to feed down to a fixture shall be made in a junction box. Use wire nuts for #10 or smaller wire.