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EDWARDS AIR FORCE BASE
DESIGN STANDARDS
PREPARED BY
95ABW/CEC
CIVIL ENGINEERING/TRANSPORTATION DIRECTORATE
Initial Issue: 6 JAN 2009
THIS PAGE INTENTIONALLY BLANK
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 1 |
| Introduction |
| 1 |
| Initial |
| 6 JAN 09 |
| Para 1.1 |
| Executive Summary |
| 1 |
| Initial |
| 6 JAN 09 |
| Para. 1.1.2 |
| Design Standard Ownership & Revision |
| 2 |
| Initial |
| 6 JAN 09 |
| Para. 1.2 |
| Design Requirements in General |
| 2 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.1 |
| Scope Statement for Design & Construction |
| 2 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.2 |
| Energy and Water Conservation |
| 3 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.3 |
| Utility and Water Metering Requirements |
| 3 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.4 |
| ADA Accessibility & Compliance |
| 3 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.5 |
| EMCS/SCADA Integration |
| 3 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.6 |
| Commitment to Sustainable Design |
| 3 |
| Initial |
| 6 JAN 09 |
| Para. 1.2.7 |
| Design Progress and Submission |
| 10 |
| Initial |
| 6 JAN 09 |
| Para. 1.3 |
| Project Siting and Site Construction Limit Requirements |
| 11 |
| Initial |
| 6 JAN 09 |
| Para. 1.3.1 |
| General |
| 11 |
| Initial |
| 6 JAN 09 |
| Para. 1.3.2 |
| Construction Facilities and Job Site Standards |
| 11 |
| Initial |
| 6 JAN 09 |
| Para. 1.3.3 |
| Contractor Storage & Laydown Areas |
| 11 |
| Initial |
| 6 JAN 09 |
| Para. 1.3.4 |
| Project Site Disturbance Limits |
| 12 |
| Initial |
| 6 JAN 09 |
| Para. 1.3.5 |
| Energy Conservation |
| 12 |
| Initial |
| 6 JAN 09 |
| Para. 1.4 |
| Computer Aided Design and Drafting (CADD) Requirements |
| 12 |
| Initial |
| 6 JAN 09 |
| Para. 1.4.1 |
| General |
| 12 |
| Initial |
| 6 JAN 09 |
| Para. 1.4.2 |
| Drawings/Plots |
| 13 |
| Initial |
| 6 JAN 09 |
| Para. 1.4.3 |
| Digital Files |
| 13 |
| Initial |
| 6 JAN 09 |
| Para. 1.5 |
| Record Drawings |
| 14 |
| Initial |
| 6 JAN 09 |
| Para. 1.6 |
| Standard Design References and Criteria |
| 14 |
| Initial |
| 6 JAN 09 |
| Para. 1.6.1 |
| Unified Field Criteria (UFC) |
| 14 |
| Initial |
| 6 JAN 09 |
Edwards Air Force Base Design Standards
Page i
Revision : Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 2 |
| Architecture |
| 16 |
| Initial |
| 6 JAN 09 |
| 2.1 |
| Base General Plan |
| 16 |
| Initial |
| 6 JAN 09 |
| 2.1.1 |
| Facility Siting |
| 16 |
| Initial |
| 6 JAN 09 |
| 2.1.2 |
| Area Development Plans (ADP) |
| 16 |
| Initial |
| 6 JAN 09 |
| 2.1.3 |
| Air Installation Compatibility Use Zone |
| 17 |
| Initial |
| 6 JAN 09 |
| 2.1.4 |
| Housing Community Plan (HCP) |
| 17 |
| Initial |
| 6 JAN 09 |
| 2.2 |
| EAFB Overall Architectural Style |
| 18 |
| Initial |
| 6 JAN 09 |
| 2.2.1 |
| Facility Colors |
| 18 |
| Initial |
| 6 JAN 09 |
| 2.3 |
| Materials |
| 20 |
| Initial |
| 6 JAN 09 |
| 2.3.1 |
| Metal |
| 20 |
| Initial |
| 6 JAN 09 |
| 2.3.2 |
| Concrete |
| 20 |
| Initial |
| 6 JAN 09 |
| 2.3.3 |
| Exterior Insulation Finish System (EIFS) |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.3.4 |
| Stucco |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.3.5 |
| Wood |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.3.6 |
| Composite Building Panels |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.3.7 |
| Other Finishes |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.4 |
| Roofing |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.4.1 |
| Basic Requirements |
| 21 |
| Initial |
| 6 JAN 09 |
| 2.4.2 |
| Asphalt Shingles/ Lightweight Concrete Tiles |
| 22 |
| Initial |
| 6 JAN 09 |
| 2.4.3 |
| Built-up Roofs (BURs) |
| 22 |
| Initial |
| 6 JAN 09 |
| 2.4.4 |
| Roof Service Walkway |
| 22 |
| Initial |
| 6 JAN 09 |
| 2.4.5 |
| Equipment Curbs |
| 22 |
| Initial |
| 6 JAN 09 |
| 2.4.6 |
| Roof Drains |
| 22 |
| Initial |
| 6 JAN 09 |
| 2.4.7 |
| Gutters |
| 23 |
| Initial |
| 6 JAN 09 |
| 2.4.8 |
| Downspouts |
| 23 |
| Initial |
| 6 JAN 09 |
| 2.4.9 |
| Standing Seam Metal Roofs (SSMRs) |
| 23 |
| Initial |
| 6 JAN 09 |
| 2.4.10 |
| Roof-Top Equipment |
| 24 |
| Initial |
| 6 JAN 09 |
| 2.4.11 |
| Roof Ladders |
| 24 |
| Initial |
| 6 JAN 09 |
| 2.4.12 |
| ASBESTOS WARNING |
| 24 |
| Initial |
| 6 JAN 09 |
Page ii
Revision : Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 2.5 |
| Exterior Design |
| 24 |
| Initial |
| 6 JAN 09 |
| 2.5.1 |
| Renovations and Additions |
| 24 |
| Initial |
| 6 JAN 09 |
| 2.5.2 |
| Overhangs and Shadings |
| 24 |
| Initial |
| 6 JAN 09 |
| 2.5.3 |
| Entrances |
| 25 |
| Initial |
| 6 JAN 09 |
| 2.5.4 |
| Facades, Fascias, and Soffits |
| 25 |
| Initial |
| 6 JAN 09 |
| 2.5.5 |
| Metal Railings and Handrails |
| 25 |
| Initial |
| 6 JAN 09 |
| 2.5.6 |
| Doors, Hardware and Locksets |
| 25 |
| Initial |
| 6 JAN 09 |
| 2.5.7 |
| Insulation |
| 26 |
| Initial |
| 6 JAN 09 |
| 2.6 |
| Interior Design |
| 26 |
| Initial |
| 6 JAN 09 |
| 2.6.1 |
| Spatial Guidelines |
| 27 |
| Initial |
| 6 JAN 09 |
| 2.6.2 |
| Interior Finishes |
| 27 |
| Initial |
| 6 JAN 09 |
| 2.6.3 |
| Wall & Corner Guards |
| 27 |
| Initial |
| 6 JAN 09 |
| 2.6.4 |
| Ceilings |
| 28 |
| Initial |
| 6 JAN 09 |
| 2.6.5 |
| Floorings |
| 28 |
| Initial |
| 6 JAN 09 |
| 2.6.6 |
| Tiles and Countertops |
| 29 |
| Initial |
| 6 JAN 09 |
| 2.6.7 |
| Carpets |
| 29 |
| Initial |
| 6 JAN 09 |
| 2.6.8 |
| Walk-Off Flooring |
| 29 |
| Initial |
| 6 JAN 09 |
| 2.6.9 |
| Ceramic Tile |
| 29 |
| Initial |
| 6 JAN 09 |
| 2.6.10 |
| Trim |
| 30 |
| Initial |
| 6 JAN 09 |
| 2.6.11 |
| Doors, Hardware & Locksets |
| 30 |
| Initial |
| 6 JAN 09 |
| 2.6.12 |
| Bulletin Boards |
| 31 |
| Initial |
| 6 JAN 09 |
| 2.6.13 |
| Pre-Wired Work Stations |
| 31 |
| Initial |
| 6 JAN 09 |
| 2.6.14 |
| Interior Signs |
| 31 |
| Initial |
| 6 JAN 09 |
| 2.6.15 |
| Toilet Compartments |
| 31 |
| Initial |
| 6 JAN 09 |
| 2.6.16 |
| Interior Handicapped Accessibility |
| 31 |
| Initial |
| 6 JAN 09 |
Page iii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 2.7 |
| Utilities |
| 32 |
| Initial |
| 6 JAN 09 |
| 2.7.1 |
| Equipment Pads |
| 32 |
| Initial |
| 6 JAN 09 |
| 2.7.2 |
| Mechanical System Intakes |
| 32 |
| Initial |
| 6 JAN 09 |
| 2.8 |
| Exterior Facility Signage |
| 32 |
| Initial |
| 6 JAN 09 |
| 2.8.1 |
| Facility Identification |
| 33 |
| Initial |
| 6 JAN 09 |
| 2.8.2 |
| Logos and Supergraphics |
| 33 |
| Initial |
| 6 JAN 09 |
| 2.8.3 |
| Sign Typography and Type Size |
| 33 |
| Initial |
| 6 JAN 09 |
| 2.8.4 |
| Sign System Hierarchy |
| 34 |
| Initial |
| 6 JAN 09 |
Page iv
Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 3 |
| Landscaping |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.1 |
| Introduction |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.1.1 |
| Open Space Requirement |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.1.2 |
| Heat Island Effect Mitigation |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.2 |
| Water Conservation Requirements |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.3 |
| Maintenance Plans |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.4 |
| Slopes and Grading |
| 35 |
| Initial |
| 6 JAN 09 |
| 3.5 |
| Planter Containment |
| 36 |
| Initial |
| 6 JAN 09 |
| 3.6 |
| Vegetation |
| 36 |
| Initial |
| 6 JAN 09 |
| 3.7 |
| Grass |
| 40 |
| Initial |
| 6 JAN 09 |
| 3.8 |
| Trees |
| 40 |
| Initial |
| 6 JAN 09 |
| 3.9 |
| Irrigation Systems |
| 40 |
| Initial |
| 6 JAN 09 |
| 3.9.1 |
| Piping |
| 40 |
| Initial |
| 6 JAN 09 |
| 3.9.2 |
| Bubblers and Spray Heads |
| 41 |
| Initial |
| 6 JAN 09 |
| 3.9.3 |
| Irrigation Control Systems |
| 41 |
| Initial |
| 6 JAN 09 |
| 3.10 |
| Rock |
| 41 |
| Initial |
| 6 JAN 09 |
| 3.11 |
| Boulders |
| 41 |
| Initial |
| 6 JAN 09 |
| 3.12 |
| Site Furniture and Other Elements |
| 41 |
| Initial |
| 6 JAN 09 |
| 3.13 |
| Monuments, Displays, and Flagpoles |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.14 |
| Playgrounds, Sandboxes, and Picnic Areas |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.14.1 |
| Tables and Seating |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.15 |
| Planters |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.16 |
| Trash Receptacle Screening |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.17 |
| Recycling Bins |
| 42 |
| Initial |
| 6 JAN 09 |
| 3.18 |
| Bollards |
| 43 |
| Initial |
| 6 JAN 09 |
| 3.19 |
| Bike Racks |
| 43 |
| Initial |
| 6 JAN 09 |
| 3.20 |
| Exterior Equipment Screening |
| 43 |
| Initial |
| 6 JAN 09 |
| 3.21 |
| Cigarette Butt Cans |
| 43 |
| Initial |
| 6 JAN 09 |
Page v
Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 3.22 |
| Fencing and Screening |
| 44 |
| Initial |
| 6 JAN 09 |
| 3.22.1 |
| Masonry |
| 44 |
| Initial |
| 6 JAN 09 |
| 3.22.2 |
| Chain Link Fencing |
| 44 |
| Initial |
| 6 JAN 09 |
| 3.22.3 |
| Wood Fencing |
| 44 |
| Initial |
| 6 JAN 09 |
Page vi Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 4 |
| Civil |
| 45 |
| Initial |
| 6 JAN 09 |
| 4.0.1 |
| Utility System Location, Placement, and Screening |
| 45 |
| Initial |
| 6 JAN 09 |
| 4.0.2 |
| Right of Way |
| 45 |
| Initial |
| 6 JAN 09 |
| 4.0.3 |
| Tracer Wire |
| 45 |
| Initial |
| 6 JAN 09 |
| 4.0.4 |
| Utility Markers |
| 46 |
| Initial |
| 6 JAN 09 |
| 4.0.5 |
| Use of Reduced Pressure Principle Devices (RPPD) |
| 46 |
| Initial |
| 6 JAN 09 |
| 4.1 |
| Wastewater Systems |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.1.1 |
| General |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.1.2 |
| Covers |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.1.3 |
| Trenches |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.1.4 |
| Manholes |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.1.5 |
| Industrial Wastewater Permit Application |
| 47 |
| Initial |
| 6 JAN 09 |
| 4.2 |
| Water System |
| 48 |
| Initial |
| 6 JAN 09 |
| 4.2.1 |
| General |
| 48 |
| Initial |
| 6 JAN 09 |
| 4.2.2 |
| Water Line Material/Installation |
| 48 |
| Initial |
| 6 JAN 09 |
| 4.2.3 |
| Water Meter Requirements |
| 48 |
| Initial |
| 6 JAN 09 |
| 4.2.4 |
| Fire Flow Testing and Distribution Adequacy Verification |
| 48 |
| Initial |
| 6 JAN 09 |
| 4.2.5 |
| Backflow Preventers |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.2.6 |
| Air Release Valves |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.2.7 |
| Isolation Valves |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.3 |
| Natural Gas System |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.3.1 |
| Gas Valves |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.3.2 |
| Gas Regulators |
| 49 |
| Initial |
| 6 JAN 09 |
| 4.3.3 |
| Pipe Material |
| 50 |
| Initial |
| 6 JAN 09 |
Page vii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 4.3.4 |
| Cathodic Protection |
| 50 |
| Initial |
| 6 JAN 09 |
| 4.3.5 |
| Gas Meter Requirement |
| 50 |
| Initial |
| 6 JAN 09 |
| 4.4 |
| Storm Drainage System |
| 50 |
| Initial |
| 6 JAN 09 |
| 4.4.1 |
| Existing Conditions |
| 50 |
| Initial |
| 6 JAN 09 |
| 4.4.2 |
| Assessment |
| 51 |
| Initial |
| 6 JAN 09 |
| 4.4.3 |
| Permits |
| 51 |
| Initial |
| 6 JAN 09 |
| 4.4.4 |
| Design Storm Event |
| 51 |
| Initial |
| 6 JAN 09 |
| 4.5 |
| Fuel Tanks |
| 51 |
| Initial |
| 6 JAN 09 |
| 4.6 |
| Roads |
| 52 |
| Initial |
| 6 JAN 09 |
| 4.6.1 |
| Layout and Siting |
| 52 |
| Initial |
| 6 JAN 09 |
| 4.6.2 |
| Rumble Strips |
| 52 |
| Initial |
| 6 JAN 09 |
| 4.6.3 |
| Entry Control Facilities & Inspection Areas |
| 52 |
| Initial |
| 6 JAN 09 |
| 4.6.4 |
| Road Signage |
| 52 |
| Initial |
| 6 JAN 09 |
| 4.6.5 |
| Curbs |
| 53 |
| Initial |
| 6 JAN 09 |
| 4.6.6 |
| Guard Rails |
| 53 |
| Initial |
| 6 JAN 09 |
| 4.6.7 |
| Bollards |
| 53 |
| Initial |
| 6 JAN 09 |
| 4.6.8 |
| Lighting |
| 53 |
| Initial |
| 6 JAN 09 |
| 4.6.9 |
| Cutting of Pavement |
| 54 |
| Initial |
| 6 JAN 09 |
| 4.6.10 |
| Erosion Control |
| 54 |
| Initial |
| 6 JAN 09 |
| 4.6.11 |
| Aprons |
| 54 |
| Initial |
| 6 JAN 09 |
| 4.6.12 |
| Shoulders |
| 54 |
| Initial |
| 6 JAN 09 |
| 4.6.13 |
| Crosswalks |
| 54 |
| Initial |
| 6 JAN 09 |
| 4.7 |
| Parking |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.1 |
| General |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.2 |
| Planning |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.3 |
| MFH Area |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.4 |
| Siting |
| 55 |
| Initial |
| 6 JAN 09 |
Page viii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 4.7.5 |
| Service Access |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.6 |
| 90-degree Parking |
| 55 |
| Initial |
| 6 JAN 09 |
| 4.7.7 |
| Off-Street Parking |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.8 |
| Reserved Parking |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.9 |
| Military and Oversized Vehicles |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.10 |
| Motorcycle and Bicycle Parking |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.11 |
| ADA Parking Provision |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.12 |
| Drainage |
| 56 |
| Initial |
| 6 JAN 09 |
| 4.7.13 |
| Erosion Control |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.7.14 |
| Curbing and Sidewalks |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.7.15 |
| Fire Lanes |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.8 |
| Sidewalks, Trails, and Bikeways |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.8.1 |
| Function |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.8.2 |
| Planning |
| 57 |
| Initial |
| 6 JAN 09 |
| 4.8.3 |
| Sidewalks |
| 58 |
| Initial |
| 6 JAN 09 |
| 4.8.4 |
| Bikeway Standards |
| 59 |
| Initial |
| 6 JAN 09 |
| 4.9 |
| Aircraft Runways, Taxiways, and Ramps |
| 61 |
| Initial |
| 6 JAN 09 |
| 4.9.1 |
| Function |
| 61 |
| Initial |
| 6 JAN 09 |
| 4.9.2 |
| General |
| 61 |
| Initial |
| 6 JAN 09 |
| 4.9.3 |
| General Design Considerations |
| 61 |
| Initial |
| 6 JAN 09 |
| 4.10 |
| Soil and Subsurface Investigation |
| 63 |
| Initial |
| 6 JAN 09 |
| 4.10.1 |
| Fill Soil Standards |
| 63 |
| Initial |
| 6 JAN 09 |
Page ix Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 4.11 |
| Demolition |
| 63 |
| Initial |
| 6 JAN 09 |
| 4.11.1 |
| Landfill Use |
| 64 |
| Initial |
| 6 JAN 09 |
| 4.12 |
| Structural |
| 64 |
| Initial |
| 6 JAN 09 |
| 4.12.1 |
| Design Loads |
| 64 |
| Initial |
| 6 JAN 09 |
| 4.12.2 |
| Frost Depth |
| 65 |
| Initial |
| 6 JAN 09 |
| 4.12.3 |
| Shear Wall Design & Construction |
| 65 |
| Initial |
| 6 JAN 09 |
| 4.12.4 |
| Design Criteria |
| 65 |
| Initial |
| 6 JAN 09 |
| 4.12.5 |
| Portland Cement Concrete (PCC) Minimum Strength Requirement |
| 65 |
| Initial |
| 6 JAN 09 |
Page x
Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 5 |
| Mechanical Systems |
| 66 |
| Initial |
| 6 JAN 09 |
| 5.0.1 |
| General |
| 66 |
| Initial |
| 6 JAN 09 |
| 5.1 |
| Air Conditioning Systems, Chillers, and Air Handling Systems |
| 66 |
| Initial |
| 6 JAN 09 |
| 5.2 |
| HVAC Fuel |
| 68 |
| Initial |
| 6 JAN 09 |
| 5.3 |
| Plumbing |
| 68 |
| Initial |
| 6 JAN 09 |
| 5.4 |
| Energy Management Control Systems (EMCS) |
| 68 |
| Initial |
| 6 JAN 09 |
| 5.4.1 |
| HVAC Controls |
| 68 |
| Initial |
| 6 JAN 09 |
| 5.4.2 |
| Energy Management System |
| 69 |
| Initial |
| 6 JAN 09 |
| 5.4.3 |
| EMCS |
| 69 |
| Initial |
| 6 JAN 09 |
| 5.4.4 |
| System Commissioning |
| 69 |
| Initial |
| 6 JAN 09 |
| 5.4.5 |
| System Measurement and Verification |
| 69 |
| Initial |
| 6 JAN 09 |
| 5.5 |
| Corrosion Control |
| 69 |
| Initial |
| 6 JAN 09 |
| 5.6 |
| Water Treatment |
| 70 |
| Initial |
| 6 JAN 09 |
| 5.6.1 |
| Water Treatment Systems |
| 70 |
| Initial |
| 6 JAN 09 |
| 5.6.2 |
| Installation Requirements |
| 70 |
| Initial |
| 6 JAN 09 |
Page xi Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 6 |
| Fire Protection |
| 71 |
| Initial |
| 6 JAN 09 |
| 6.0.1 |
| Introduction |
| 71 |
| Initial |
| 6 JAN 09 |
| 6.0.2 |
| Objectives |
| 71 |
| Initial |
| 6 JAN 09 |
| 6.0.3 |
| Design Analysis |
| 72 |
| Initial |
| 6 JAN 09 |
| 6.0.4 |
| Fire Protection Building Design, Engineering, and Construction Analysis |
| 73 |
| Initial |
| 6 JAN 09 |
| 6.0.5 |
| Services and Qualifications of Fire Protection Engineers |
| 73 |
| Initial |
| 6 JAN 09 |
| 6.1 |
| Fire Protection During Construction |
| 73 |
| Initial |
| 6 JAN 09 |
| 6.2 |
| Documentation Approval and Acceptance |
| 74 |
| Initial |
| 6 JAN 09 |
| 6.2.1 |
| Preparation of Completion Documents |
| 74 |
| Initial |
| 6 JAN 09 |
| 6.2.2 |
| Building Construction Basic Criteria |
| 74 |
| Initial |
| 6 JAN 09 |
| 6.2.3 |
| Egress and Safety to Life |
| 74 |
| Initial |
| 6 JAN 09 |
| 6.3 |
| Partitions |
| 75 |
| Initial |
| 6 JAN 09 |
| 6.4 |
| Type of Construction |
| 75 |
| Initial |
| 6 JAN 09 |
| 6.5 |
| Separation Between Buildings |
| 75 |
| Initial |
| 6 JAN 09 |
| 6.5.1 |
| Special Requirements |
| 75 |
| Initial |
| 6 JAN 09 |
| 6.5.2 |
| Fire Areas |
| 75 |
| Initial |
| 6 JAN 09 |
| 6.5.3 |
| Building Height Limitations |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.6 |
| Limiting Interior Fire Spread |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.6.1 |
| Penetrations |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.7 |
| Interior Finish |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.7.1 |
| Interior Wall and Ceiling Finish |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.7.2 |
| Interior Floor Finish |
| 76 |
| Initial |
| 6 JAN 09 |
| 6.8 |
| Insulation |
| 77 |
| Initial |
| 6 JAN 09 |
| 6.8.1 |
| Flame Spread – No Smoke Developed Rating Limitation |
| 77 |
| Initial |
| 6 JAN 09 |
| 6.8.2 |
| No Flame Spread or Smoke Limitation |
| 77 |
| Initial |
| 6 JAN 09 |
Page xii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 6.9 |
| Roof Coverings and Roof Deck Assemblies |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.9.1 |
| Roof Coverings |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.9.2 |
| Roof Deck Assemblies |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.9.3 |
| Roof Access |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.10 |
| Fire Department Vehicle Access |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.10.1 |
| Vehicle Access |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.10.2 |
| All-Weather Ground Access |
| 78 |
| Initial |
| 6 JAN 09 |
| 6.10.3 |
| Access for Emergency Vehicle Response |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.10.4 |
| Fire Department Connection |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.11 |
| Air Handling |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.11.1 |
| Corridors |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.11.2 |
| Plenums |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.11.3 |
| Smoke and Heat Vents |
| 79 |
| Initial |
| 6 JAN 09 |
| 6.12 |
| Plastic Pipe and Conduit |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.12.1 |
| Penetrations |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.12.2 |
| Prohibited Locations |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.13 |
| Fire Retardant Treated (FRT) Plywood |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.13.1 |
| Existing Construction |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.14 |
| Automatic Fire Suppression Systems |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.14.1 |
| Fire Sprinkler Coverage Requirements |
| 80 |
| Initial |
| 6 JAN 09 |
| 6.14.2 |
| System Designer Requirements |
| 81 |
| Initial |
| 6 JAN 09 |
| 6.14.3 |
| Wrench Requirement |
| 81 |
| Initial |
| 6 JAN 09 |
| 6.14.4 |
| Post-Installation Drain Requirement |
| 81 |
| Initial |
| 6 JAN 09 |
| 6.14.5 |
| Labeling & Backflow Prevention Requirements |
| 81 |
| Initial |
| 6 JAN 09 |
| 6.14.6 |
| Cross-Connection Protection |
| 82 |
| Initial |
| 6 JAN 09 |
Page xiii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 6.14.7 |
| Plans and Calculations |
| 82 |
| Initial |
| 6 JAN 09 |
| 6.14.8 |
| Water Flow Testing |
| 82 |
| Initial |
| 6 JAN 09 |
| 6.14.9 |
| Installation |
| 83 |
| Initial |
| 6 JAN 09 |
| 6.15 |
| Fire Protection Standpipe System |
| 83 |
| Initial |
| 6 JAN 09 |
| 6.15.1 |
| Class I Standpipe System |
| 83 |
| Initial |
| 6 JAN 09 |
| 6.15.2 |
| Class II and Class III Standpipes |
| 83 |
| Initial |
| 6 JAN 09 |
| 6.16 |
| Fire Protection Water Supply System Evaluation |
| 83 |
| Initial |
| 6 JAN 09 |
| 6.17 |
| Fire Hydrants |
| 84 |
| Initial |
| 6 JAN 09 |
| 6.18 |
| Aircraft Hangar Fire Protection Detection and Suppression Systems |
| 84 |
| Initial |
| 6 JAN 09 |
| 6.19 |
| Fire Alarm Systems |
| 84 |
| Initial |
| 6 JAN 09 |
| 6.19.1 |
| Plans and Calculations |
| 85 |
| Initial |
| 6 JAN 09 |
| 6.19.2 |
| Installation |
| 85 |
| Initial |
| 6 JAN 09 |
| 6.20 |
| HVAC Duct Fire Detector |
| 85 |
| Initial |
| 6 JAN 09 |
| 6.20.1 |
| Equipment and Material Installed in Plenum |
| 85 |
| Initial |
| 6 JAN 09 |
| 6.21 |
| Electronic Equipment Installations |
| 86 |
| Initial |
| 6 JAN 09 |
| 6.21.1 |
| Requirements |
| 86 |
| Initial |
| 6 JAN 09 |
| 6.21.2 |
| Automatic Sprinkler Protection |
| 86 |
| Initial |
| 6 JAN 09 |
| 6.21.3 |
| Use of a Clean Agent Fire Extinguishing System |
| 86 |
| Initial |
| 6 JAN 09 |
| 6.22 |
| Air Force Requirements for New and Existing Pre-Fabricated and Site Built Structures in Aircraft Hangars |
| 87 |
| Initial |
| 6 JAN 09 |
| 6.23 |
| Commercial Kitchen Cooking Equipment Exhaust System |
| 87 |
| Initial |
| 6 JAN 09 |
Page xiv Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 6.24 |
| Fire Extinguishers |
| 88 |
| Initial |
| 6 JAN 09 |
| 6.25 |
| Means of Egress |
| 88 |
| Initial |
| 6 JAN 09 |
| 6.25.1 |
| Means of Egress Marking |
| 88 |
| Initial |
| 6 JAN 09 |
| 6.25.2 |
| Emergency Lighting |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26 |
| Military Family Housing |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26.1 |
| Residential Street Width |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26.2 |
| Fire Hydrants |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26.3 |
| Windows |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26.4 |
| Fire Resistant Doors, Frames, and Structural Materials |
| 89 |
| Initial |
| 6 JAN 09 |
| 6.26.5 |
| Smoke Alarms |
| 90 |
| Initial |
| 6 JAN 09 |
| 6.27 |
| Submittals |
| 90 |
| Initial |
| 6 JAN 09 |
| 6.27.1 |
| Contractor Pre-Acceptance Testing |
| 90 |
| Initial |
| 6 JAN 09 |
| 6.28 |
| Fire Hydrants |
| 90 |
| Initial |
| 6 JAN 09 |
Page xv Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 7 |
| Electrical |
| 91 |
| Initial |
| 6 JAN 09 |
| 7.0.1 |
| References |
| 91 |
| Initial |
| 6 JAN 09 |
| 7.1 |
| Drawings, Specifications, and Design Requirements |
| 91 |
| Initial |
| 6 JAN 09 |
| 7.1.1 |
| Drawings |
| 92 |
| Initial |
| 6 JAN 09 |
| 7.1.2 |
| Specifications |
| 92 |
| Initial |
| 6 JAN 09 |
| 7.1.3 |
| General Design Requirements |
| 93 |
| Initial |
| 6 JAN 09 |
| 7.2 |
| Medium Voltage System Requirements |
| 93 |
| Initial |
| 6 JAN 09 |
| 7.2.1 |
| Coordination Requirements |
| 93 |
| Initial |
| 6 JAN 09 |
| 7.2.2 |
| Transmission Line System |
| 93 |
| Initial |
| 6 JAN 09 |
| 7.2.3 |
| Medium Voltage Service Connection |
| 94 |
| Initial |
| 6 JAN 09 |
| 7.2.4 |
| Underground Service Connections |
| 94 |
| Initial |
| 6 JAN 09 |
| 7.2.5 |
| Manhole Requirements |
| 94 |
| Initial |
| 6 JAN 09 |
| 7.2.6 |
| Pad-Mount Transformers |
| 94 |
| Initial |
| 6 JAN 09 |
| 7.2.7 |
| Substation Transformers |
| 94 |
| Initial |
| 6 JAN 09 |
| 7.2.8 |
| Building Service Transformers |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.9 |
| Switches |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.10 |
| Overcurrent Relays |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.11 |
| Control Conductors |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.12 |
| Equipment Pads |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.13 |
| Switch Ducts |
| 95 |
| Initial |
| 6 JAN 09 |
| 7.2.14 |
| Metering |
| 96 |
| Initial |
| 6 JAN 09 |
| 7.3 |
| Low Voltage Systems |
| 96 |
| Initial |
| 6 JAN 09 |
| 7.3.1 |
| Conductor Material |
| 96 |
| Initial |
| 6 JAN 09 |
| 7.3.2 |
| Neutral Bus Rating |
| 96 |
| Initial |
| 6 JAN 09 |
Page xvi Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 7.3.3 |
| Non-Linear Load Supply Requirements |
| 96 |
| Initial |
| 6 JAN 09 |
| 7.3.4 |
| Bus Requirements |
| 96 |
| Initial |
| 6 JAN 09 |
| 7.3.5 |
| Panel board Requirement |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.6 |
| Power Shift Requirement – Multiple Transformers |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.7 |
| Raceways |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.8 |
| Feeder Sizing |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.9 |
| Conduit Grounding Requirement |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.10 |
| Duct Bury Depth |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.11 |
| Autotransformers |
| 97 |
| Initial |
| 6 JAN 09 |
| 7.3.12 |
| Device Wiring Requirement |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4 |
| Motors |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.1 |
| Motor Efficiency |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.2 |
| Phase Requirement |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.3 |
| Power Correction |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.4 |
| Reduce Voltage (Soft Start) Requirement |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.5 |
| Controller Requirement |
| 98 |
| Initial |
| 6 JAN 09 |
| 7.4.6 |
| Variable Frequency Drive |
| 99 |
| Initial |
| 6 JAN 09 |
| 7.5 |
| Service Equipment |
| 99 |
| Initial |
| 6 JAN 09 |
| 7.6 |
| Grounding |
| 99 |
| Initial |
| 6 JAN 09 |
| 7.7 |
| Wiring Systems and Circuits |
| 100 |
| Initial |
| 6 JAN 09 |
| 7.8 |
| Lighting |
| 100 |
| Initial |
| 6 JAN 09 |
| 7.8.1 |
| Illumination Levels |
| 101 |
| Initial |
| 6 JAN 09 |
| 7.8.2 |
| Power Level |
| 101 |
| Initial |
| 6 JAN 09 |
| 7.8.3 |
| Light Pollution Prevention |
| 101 |
| Initial |
| 6 JAN 09 |
| 7.8.4 |
| Street Lights |
| 102 |
| Initial |
| 6 JAN 09 |
Page xvii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 7.8.5 |
| Parking Lot Lights |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.8.6 |
| Pedestrian Lights |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.8.7 |
| Sports Lighting |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.8.8 |
| Accent Lighting |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.8.9 |
| Exit and Emergency Lighting |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.9 |
| Generators |
| 102 |
| Initial |
| 6 JAN 09 |
| 7.10 |
| Lightning Protection |
| 102 |
| Initial |
| 6 JAN 09 |
Page xviii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision |
Number Page Revision Date
| Chapter 8 |
| System Control and Data Acquisition (SCADA) System Standards |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.1 |
| Electric Metering |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.1.1 |
| Medium Voltage Requirements |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.1.2 |
| Low Voltage and Facility Metering Requirements |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.2 |
| Natural Gas Metering |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.3 |
| Water Metering |
| 103 |
| Initial |
| 6 JAN 09 |
| 8.4 |
| Water and Wastewater System |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.5 |
| Electrical Distribution |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.5.1 |
| Protective Relays |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.5.2 |
| Transformer Protection |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.5.3 |
| PLC Requirement |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.6 |
| Emergency Power Generators |
| 104 |
| Initial |
| 6 JAN 09 |
| 8.7 |
| Communications and Protocols |
| 105 |
| Initial |
| 6 JAN 09 |
| 8.8 |
| HVAC EMCS Controls |
| 105 |
| Initial |
| 6 JAN 09 |
Page xix Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision |
Number Page Revision Date
| Chapter 9 |
| Telecommunications |
| 106 |
| Initial |
| 6 JAN 09 |
Page xx Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| Chapter 10 |
| Environmental |
| 107 |
| Initial |
| 6 JAN 09 |
| 10.1 |
| National Environmental Policy Act (NEPA) |
| 107 |
| Initial |
| 6 JAN 09 |
| 10.1.1 |
| Environmental Impact Analysis Process (EIAP) |
| 108 |
| Initial |
| 6 JAN 09 |
| 10.2 |
| Air Quality |
| 108 |
| Initial |
| 6 JAN 09 |
| 10.2.1 |
| Air Emission Permits |
| 108 |
| Initial |
| 6 JAN 09 |
| 10.2.2 |
| Air Pollution Prevention |
| 109 |
| Initial |
| 6 JAN 09 |
| 10.2.3 |
| Fugitive Dust Minimization & Mitigation Requirements |
| 110 |
| Initial |
| 6 JAN 09 |
| 10.2.4 |
| Paint |
| 111 |
| Initial |
| 6 JAN 09 |
| 10.2.5 |
| Air Conformity Reporting Requirements |
| 111 |
| Initial |
| 6 JAN 09 |
| 10.3 |
| Solid Waste |
| 111 |
| Initial |
| 6 JAN 09 |
| 10.3.1 |
| Solid Waste Disposal |
| 111 |
| Initial |
| 6 JAN 09 |
| 10.3.2 |
| Concrete Rinsate Disposal |
| 112 |
| Initial |
| 6 JAN 09 |
| 10.3.3 |
| Solid Waste Disposal Minimization |
| 113 |
| Initial |
| 6 JAN 09 |
| 10.4 |
| Hazardous Waste |
| 113 |
| Initial |
| 6 JAN 09 |
| 10.4.1 |
| Contact Information |
| 113 |
| Initial |
| 6 JAN 09 |
| 10.4.2 |
| Project Manager Responsibilities |
| 113 |
| Initial |
| 6 JAN 09 |
| 10.4.3 |
| Land Disposal Restrictions |
| 113 |
| Initial |
| 6 JAN 09 |
| 10.5 |
| Hazardous Materials |
| 115 |
| Initial |
| 6 JAN 09 |
| 10.5.1 |
| Proponent/Contractor Requirements |
| 115 |
| Initial |
| 6 JAN 09 |
| 10.5.2 |
| Hazardous Material Authorization and Management |
| 115 |
| Initial |
| 6 JAN 09 |
| 10.5.3 |
| Hazardous Material Accounting |
| 116 |
| Initial |
| 6 JAN 09 |
| 10.5.4 |
| Non-HazMat Pharmacy-Obtained Material Reporting Requirements |
| 116 |
| Initial |
| 6 JAN 09 |
Page xxi Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 10.5.5 |
| Spill Response Plans |
| 116 |
| Initial |
| 6 JAN 09 |
| 10.5.6 |
| Propellant Use or Production |
| 116 |
| Initial |
| 6 JAN 09 |
| 10.5.7 |
| Used Oil and Waste Liquid Petroleum Products (WLPP) Management |
| 116 |
| Initial |
| 6 JAN 09 |
| 10.5.8 |
| Hazardous Materials within Piping Systems |
| 116 |
| Initial |
| 6 JAN 09 |
| 10.5.9 |
| Storage Tank Permit Requirements |
| 117 |
| Initial |
| 6 JAN 09 |
| 10.6 |
| Water, Wastewater, and Stormwater |
| 118 |
| Initial |
| 6 JAN 09 |
| 10.6.1 |
| Permit Requirements |
| 118 |
| Initial |
| 6 JAN 09 |
| 10.6.2 |
| EAFB Industrial Stormwater Pollution Prevention Plan (SWPPP) Compliance |
| 118 |
| Initial |
| 6 JAN 09 |
| 10.6.3 |
| Septic Tank Requirements |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.6.4 |
| Well Abandonment |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.7 |
| Land Use |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.7.1 |
| Precision Impact Range Area (PIRA) |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.7.2 |
| Air Installation Compatible Use Zone (AICUZ) |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.7.3 |
| Bird Aircraft Strike Hazard (BASH) Requirements |
| 119 |
| Initial |
| 6 JAN 09 |
| 10.7.4 |
| Airfield Noise Advisory |
| 120 |
| Initial |
| 6 JAN 09 |
| 10.8 |
| Cultural Resources |
| 120 |
| Initial |
| 6 JAN 09 |
| 10.8.1 |
| Historical Facility Determination |
| 120 |
| Initial |
| 6 JAN 09 |
| 10.8.2 |
| Archeological Discovery |
| 121 |
| Initial |
| 6 JAN 09 |
| 10.8.3 |
| Cultural Resources Education |
| 121 |
| Initial |
| 6 JAN 09 |
| 10.9 |
| Environmental Restoration Program (ERP) |
| 121 |
| Initial |
| 6 JAN 09 |
| 10.9.1 |
| ERP Project Coordination |
| 121 |
| Initial |
| 6 JAN 09 |
| 10.9.2 |
| Actions Required following Contact with Potentially Contaminated Soil |
| 122 |
| Initial |
| 6 JAN 09 |
| 10.10 |
| Grading and Fill Materials |
| 122 |
| Initial |
| 6 JAN 09 |
Page xxii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision Number |
| Page Revision Date |
| 10.10.1 |
| Road Shoulder Grading Coordination Requirements |
| 122 |
| Initial |
| 6 JAN 09 |
| 10.11 |
| Natural Resources |
| 122 |
| Initial |
| 6 JAN 09 |
| 10.11.1 |
| Required Coordinations |
| 123 |
| Initial |
| 6 JAN 09 |
| 10.11.2 |
| Desert Tortoise Protection Requirements |
| 123 |
| Initial |
| 6 JAN 09 |
| 10.11.3 |
| Migratory Bird Protection Requirements |
| 125 |
| Initial |
| 6 JAN 09 |
| 10.11.4 |
| Bat Protection Requirements |
| 125 |
| Initial |
| 6 JAN 09 |
| 10.11.5 |
| Mohave Ground Squirrel Protection Requirements |
| 125 |
| Initial |
| 6 JAN 09 |
| 10.11.6 |
| Sensitive Plant Protection Requirements |
| 126 |
| Initial |
| 6 JAN 09 |
| 10.11.7 |
| Mesquite Tree Protection Requirements |
| 126 |
| Initial |
| 6 JAN 09 |
| 10.11.8 |
| Shrub and Joshua Tree Protection Requirements |
| 126 |
| Initial |
| 6 JAN 09 |
| 10.12 |
| Environmental Graphic Information system (GIS) |
| 126 |
| Initial |
| 6 JAN 09 |
| 10.12.1 |
| File Conformance Requirements |
| 126 |
| Initial |
| 6 JAN 09 |
| 10.13 |
| Affirmative Procurement of Environmentally Preferable Products |
| 131 |
| Initial |
| 6 JAN 09 |
Page xxiii Revision: Initial
| Paragraph or Chapter Number |
| Title |
| Page |
| Page Revision |
Number Page Revision Date
| Chapter 11 |
| Intrusion Detection Systems |
| 133 |
| Initial |
| 6 JAN 09 |
| 11.1 |
| General |
| 133 |
| Initial |
| 6 JAN 09 |
| 11.2 |
| 95SFS Design Approval Requirements |
| 133 |
| Initial |
| 6 JAN 09 |
| 11.3 |
| 95ABW/CETE Design Approval Requirements |
| 133 |
| Initial |
| 6 JAN 09 |
| 11.4 |
| Post-Installation Acceptance Testing |
| 134 |
| Initial |
| 6 JAN 09 |
| 11.4.1 |
| Acceptance Test Components |
| 134 |
| Initial |
| 6 JAN 09 |
| 11.5 |
| System Activation |
| 134 |
| Initial |
| 6 JAN 09 |
| 11.6 |
| IDS Design Requirements |
| 135 |
| Initial |
| 6 JAN 09 |
| 11.6.1 |
| Control Panels |
| 135 |
| Initial |
| 6 JAN 09 |
| 11.6.2 |
| Control Panel Keyboards |
| 136 |
| Initial |
| 6 JAN 09 |
| 11.6.3 |
| General Installation Standards |
| 136 |
| Initial |
| 6 JAN 09 |
| 11.6.4 |
| Detection Loop Installation Standards |
| 137 |
| Initial |
| 6 JAN 09 |
| 11.6.5 |
| Detection Device Installation Standards |
| 137 |
| Initial |
| 6 JAN 09 |
| 11.6.6 |
| Wiring Installation Standards |
| 138 |
| Initial |
| 6 JAN 09 |
| 11.6.7 |
| Power Supply Installation Standards |
| 138 |
| Initial |
| 6 JAN 09 |
| 11.6.8 |
| Communication Installation Standards |
| 138 |
| Initial |
| 6 JAN 09 |
Page xxiv Revision: Initial
| Tables & Illustrations and Appendices |
| Title |
| Page |
| Page Revision |
Number Page Revision Date
| Table 1.2.6 |
| LEED Checklist |
| 4 |
| Initial |
| 6 JAN 09 |
| Table 3.6 |
| EAFB Approved Plants |
| 37 |
| Initial |
| 6 JAN 09 |
| Illustration 4.8.4 |
| Bike path Types & Standards |
| 60 |
| Initial |
| 6 JAN 09 |
| Table 10.12.1 (1) |
| Edwards AFB Geographic Information System Parameters |
| 127 |
| Initial |
| 6 JAN 09 |
| Table 10.12.1 (2) |
| Edwards AFB Geographic Information System Requirements |
| 128 |
| Initial |
| 6 JAN 09 |
| Appendix 1 |
| Abbreviations, Acronyms, and Key Terms |
| A-1 |
| Initial |
| 6 JAN 09 |
| Appendix 2 |
| Design Standard Revision History |
| A-2 |
| Initial |
| 6 JAN 09 |
| Appendix 3 |
| Design Standard Revision Request Form |
| A-3 |
| Initial |
| 6 JAN 09 |
Page xxv Revision: Initial Chapter 1.0 INTRODUCTION
The objective of the Edwards Air Force Base Design Standards is to provide guidelines necessary to achieve consistency in the design and construction of base buildings and infrastructure systems.
These Standards are written for Facilities Engineers and Architects-Engineers (A-E) who perform work for EAFB, and for those on base involved in planning or working to change or construct base facilities. The contents of the EAFB Design Standards represent base institutional knowledge derived from design, project construction management, operations and maintenance of facilities on Edwards Air Force Base. Its purpose is to clarify base-specific standards. It is not intended to dictate design solutions but to guide design decisions so that the product is in harmony with existing facilities and base expectations.
Creativity and innovation, including proposals to re-evaluate existing base standards are encouraged. However variances from the base standards require specific, written justification and approval from the Base Civil Engineer. Approval of variances should not be expected merely on the basis of performance convenience or project cost. A revision or variance request form is included in this Standard.
1.1 Executive Summary
Facilities’ design, construction, operation, and maintenance at EAFB 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 EAFB’s current and future mission need. 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 and the 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 EAFB projects. A-E design shall be both functional and cost effective. Facility design shall be tailored to fit its intended function, with emphasis on low-maintenance, energy-efficient, and energy-conscious design. Design facilities that are easily maintained, with readily accessible equipment areas, low maintenance, and quality systems. To promote an orderly and efficient appearance, architectural features of new facilities shall complement and enhance existing architecture at the site.
The A-E is encouraged to use professional judgment and ingenuity to produce a coordinated interdisciplinary design that is cost-effective, easily contracted and built, high-performing, and aesthetically pleasing. Close coordination and development of civil, landscape, structural, architectural, fire protection, mechanical, electrical, telecommunications, and security features is expected to ensure compatibility with planned functional equipment and to facilitate constructability. In addition to the design requirements presented in these Base Design Standards, instructive information is provided to describe the sustainable building practice goals for design, construction, operation and maintenance of EAFB facilities. An A-E performing work on EAFB are encouraged to notify base PM of design best practices that are not included in these standards so that such practices may be considered for incorporation into future updates.
These standards do not normally re-state specific, required, Federal, State, Air Force, or local laws, regulations, standards, and code requirements. Reference to these specific standards within this document is done for emphasis only. Lack of reference shall not be interpreted to imply that other legal and regulatory requirements do not exist or that their satisfaction is not required.
These standards have no authority to overrule any State, Federal, or local law or regulation.
Any conflict between these Standards and other applicable standards must be brought to the attention of the CE Project Manager as soon as possible and timely resolution requested.
1.1.2 Design Standard Ownership & Revision
These Design Standards are authorized by 95ABW/CE, Mr. James Judkins. Mr. Judkins is the sole authority for revisions to this Standard. Annual revision of these Design Standards occurs in February. Comments and proposals for revision require submission for consideration NLT 15 DEC for in-cycle consideration. All proposed changes, including out-of-cycle changes must be submitted (email is preferred) to:
Mr. Brian Sponsler, Civil Engineering Technical Directorate
95ABW/CEC
Room 6, Building 3500
225 N. Rosamond Blvd
Edwards, CA
Phone (661) 275-2195
Brian.Sponsler@edwards.af.mil (email)
1.2 Design Requirements in General
1.2.1 Scope Statement for Design & Construction
A scope statement describes the basic requirements, goals, and design objectives of a project. Typically, this statement is written by Civil Engineering. The formality and detail of this scoping statement will vary depending on the size and/or complexity of the effort.
The Design Professional must strive to fully understand the purpose and intended result of the users’ scope statement in order to create solutions that properly meet the requirements of all EAFB stakeholders and enable them to propose timely and accurate value-added design improvements and suggestions and raise organizational concerns effectively during the design process.
1.2.2. Energy and Water Conservation
Edwards Air Force Base is recognized as the Command and Air Force leader in energy conservation and green-energy utilization. Edwards AFB intends to maintain that leadership and desires to achieve and be recognized as the leader in water conservation. No new construction, substantial remodeling, or large energy or water consuming system replacement will be done without connecting that facility or system into the existing Edwards EMCS/SCADA system. Water Conservation measures, capable of earning at least LEED WE Credit 1.1 (Water Conserving Landscaping) and LEED WE Credit 3.1 (20% Wastewater reduction) are to be designed into and implemented on all new construction or substantial remodeling projects.
1.2.3 Utility and Water Metering Requirements
All new utility and water installations must be metered. Metering is required at least the individual facility level, including Military Family Housing Units. Sub-metering within facilities is required if necessary if required to determine energy and water use across organizational lines, or if significant process energy or water use differences exist. Meters must be remotely readable and compatible and connected with our current EMCS-SCADA system.
1.2.4 ADA Accessibility & Compliance
Edwards Air Force Base maintains compliance with all legal requirements of the Americans with Disabilities Act (ADA). All building constructions and renovations must meet all ADA standards as specified by the 2006 International Building Code and the 2007 California Building Code. In the event of conflict, the code standard resulting in the greatest accommodation will apply. Any military or special-use exclusions, consistent with the Act must be noted and documented. See also Paragraph 2.6.16.
1.2.5 EMCS/SCADA Integration
The HVAC and lighting systems of many buildings on Edwards Air Force Base 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.
1.2.6 Commitment to Sustainable Design
Edwards Air Force Base is committed to sustainable design in all its aspects. The LEED® Green Building Rating System developed by the United States Green Building Council (USGBC) is the metric for determining satisfaction of sustainable design goals. The LEED® project checklist provided as Table 1.2.6 is to be completed prior to design to identify achievable project goals, during design to confirm goal satisfaction, and during and post construction to determine final satisfaction. This checklist is to be kept in the project folder. Satisfaction of the criteria of this checklist must be determined in accordance with the detailed requirements of the USGBC New Construction and Major Renovation Reference Guide, Second Edition. Electronic copies of this checklist are available and recommend for ease of use.
Table 1.2.6
Facility Construction
LEED Checklist
Instructions to Programmer/Project Planner:
The points listed below are either USGBC LEED-certification pre-requisites (indicated by a "Y") or are having been selected as normally achievable with ordinary engineering effort. Obviously, each project is unique.
Not all of the pre-selected points will be achievable on every project. Additional points will be achievable on most. Attention to design project scope is necessary to identify the maximum number of points available on each programmed project. Use the LEED Manual for EAFB Programming/Planning Effort to determine the credits applicable to this project and indicate and use the pull-down menus to indicate the points required to be earned by each Credit.
If 26 points or more cannot be achieved, contact the CE LEED
| Team at 275-2195 for coordination. |
| LEED Credit Points Programmed |
LEED Team Coordination (if <26)
LEED Credit Points Achieved
Instructions to Project Manager
Your project is has been programmed to meet the USGBC LEED Credit points indicated by a "Y" or by a number below. Attainment of these Credit points will require product specification and management efforts; therefore you must be familiar with the exact of each Credit. If following the receipt of this project you determine that some noted Credit points are not obtainable or that other Credit points are, you may revise this Checklist if it results in no-net-loss of Credit points.
If the programmed Credit points cannot be achieved, contact the CE LEED Coordinator at 275-2195 for coordination.
Project Number
Project Name
Table 1.2.6 (continued)
Sustainable Sites
Comments
See Para(s).
Y
| Prereq 1 |
| Construction Activity Pollution Prevention |
| Reqd |
| Checklist requirement of AF 813 |
| Credit 1 |
| Site Selection |
| 1 |
| Normally met at EAFB unless site is within a flood plain or within habitat not covered by a biological opinion. |
| 1.3 |
| Credit 2 |
| Development Density & Community Connectivity |
| 1 |
| Not normally achievable at EAFB |
| 1.3 |
| Credit 3 |
| Brownfield Redevelopment |
| 1 |
| Applicable if development is on IRP or similar site. |
| 1.3 |
| Credit 4.1 |
| Alternative Transportation, Public Transportation Access |
| 1 |
| Not achievable at EAFB |
| 1.3 |
| Credit 4.2 |
| Alternative Transportation, Bicycle Storage & Changing Rooms |
| 1 |
| Requires bicycle rack & designated changing rooms, examine existing or planned shower construction, distance requirements from facility entrance apply. |
| 3.19 4.7.10 4.8.4 |
| Credit 4.3 |
| Alternative Transportation, Low-Emitting & Fuel-Efficient Vehicles |
| 1 |
| Requires provision of designated preferred parking spaces for low-emitting & Fuel-Efficient Vehicles. |
| 4.7.x |
| Credit 4.4 |
| Alternative Transportation, Parking Capacity |
| 1 |
| Parking Capacity must be determined iaw AFH 32-1084 and provision must not exceed authorized amounts. Use existing parking whenever possible. |
| 4.7 |
| Credit 5.1 |
| Site Development, Protect or Restore Habitat |
| 1 |
| Significant restrictions on disturbed areas limits construction techniques, laydown, and storage areas. See Guide for exact restrictions |
| 1.3.4 |
3.6
| Credit 5.2 |
| Site Development, Maximize Open Space |
| 1 |
| Met by requirement of para. 3.1.1. |
| 3.1.1 |
| Credit 6.1 |
| Stormwater Design, Quantity Control |
| 1 |
| New Construction increasing the impervious footprint of a site must not result in increased stormwater runoff. This is normally achieved with the use of water gardens and other landscape techniques. Requires runoff calculations. Use for all larger projects and larger site developments. |
| 4.4, 10.6, 4.6.1, 4.7.16 |
| Credit 6.2 |
| Stormwater Design, Quality Control |
| 1 |
| New Construction normally increases the impervious footprint of a site, resulting in stormwater runoff that degrades receiving stream quality. Mitigation may be achieved by incorporation of water gardens and other landscape techniques which slow & capture the runoff on-site. Downstream protection measures may also be required. |
| 4.4, 10.6, 4.6.1, 4.7.16 |
| Credit 7.1 |
| Heat Island Effect, Non-Roof |
| 1 |
| Requires the use of shade, high albedo pavement, or open-grid paving for at least 50% of site hardscape. |
| 3.1.2 |
| Credit 7.2 |
| Heat Island Effect, Roof |
| 1 |
| Requires the use of high albedo roofing. |
| 2.4 |
| Credit 8 |
| Light Pollution Reduction |
| 1 |
| Exterior lighting must be zoned iaw IESNA RP-33 standards, cut-off lighting fixtures, and positioning of interior luminares away from windows. |
| 7.8 |
| Water Efficiency |
| 5 Points |
| Credit 1.1 |
| Water Efficient Landscaping, Reduce by 50% |
| 1 |
| Specify Xeriscape. Use of turf must be minimized. |
| 3.2 |
| Credit 1.2 |
| Water Efficient Landscaping, No Potable Use or No Irrigation |
| 1 |
| No water use (past immediate establishment needs) allowed in landscaping. |
| 3.2 |
| Credit 2 |
| Innovative Wastewater Technologies |
| 1 |
| May be applicable if treated wastewater (purple pipe) is available at site. |
| 3.9.4 |
| Credit 3.1 |
| Water Use Reduction, 20% Reduction |
| 1 |
| Applies to bathroom uses only. Normally available if 1-pint urinals, 1.2 gpf toilets, low flow faucets and showerheads are specified. |
| 2.6.15 |
| Credit 3.2 |
| Water Use Reduction, 30% Reduction |
| 1 |
| May be available. Applies to bathroom uses only. |
| 2.6.15 |
| Energy & Atmosphere |
| 17 Points |
| Prereq 1 |
| Fundamental Commissioning of the Building Energy Systems |
| Required |
| Recommended for projects with HVAC capacity of up to 50 tons. Assume 5% addition in HVAC component costs for programming purposes. |
| 5.4.4 |
| Prereq 2 |
| Minimum Energy Performance |
| Required |
| For new construction, met by California Title 24 Requirements |
| N/A |
| Prereq 3 |
| Fundamental Refrigerant Management |
| Required |
| Met by current practice |
| N/A |
| 0 |
| 0 |
| 0 |
| Credit 1 |
| Optimize Energy Performance |
| 1 to 10 |
| Energy performance is measured as reduction from the Minimum (Title 24) requirements above. |
Energy modeling is required. Seek input of LEED Energy Coordinator (Jim Golden) for determination of appropriate savings for projects with HVAC costs in excess of $100k.
| 10.5% New Buildings or 3.5% Existing Building Renovations |
| 1 |
| 14% New Buildings or 7% Existing Building Renovations |
| 2 |
| 17.5% New Buildings or 10.5% Existing Building Renovations |
| 3 |
| 21% New Buildings or 14% Existing Building Renovations |
| 4 |
| 24.5% New Buildings or 17.5% Existing Building Renovations |
| 5 |
| 28% New Buildings or 21% Existing Building Renovations |
| 6 |
| 31.5% New Buildings or 24.5% Existing Building Renovations |
| 7 |
| 35% New Buildings or 28% Existing Building Renovations |
| 8 |
| 38.5% New Buildings or 31.5% Existing Building Renovations |
| 9 |
| 42% New Buildings or 35% Existing Building Renovations |
| 10 |
| Credit 2 |
| On-Site Renewable Energy |
| 1 to 3 |
| Applicable only if the project includes on-site generation. Does not apply to renewable energy generated off-site, such as our Green Power. Green Power is accounted for in EA Credit 6. |
| Credit 3 |
| Enhanced Commissioning |
| 1 |
| Highly recommended on HVAC installations of 50 tons or more. |
| 5.4.4 |
| Credit 4 |
| Enhanced Refrigerant Management |
| 1 |
| Refrigerants with Ozone Depletion Potential and Global Warming Potential and equipment with charge size and leakage rates that when calculated in accordance with the Credit requirements do not exceed 100 reqd for large system per paragraph 5.0.1. |
| 5.0.1 |
| Credit 5 |
| Measurement & Verification |
| 1 |
| Highly recommended for all MILCON & large HVAC projects with HVAC capacity of 50 tons or more. |
| 5.4.5 |
| Credit 6 |
| Green Power |
| 1 |
| Met by Base-wide Green Power purchases, all projects. |
| N/A |
| Yes |
| ? |
| No |
| Table 1.2.6 (continued) |
| Materials & Resources |
| 13 Points |
Y
| Prereq 1 |
| Storage & Collection of Recyclables |
| Required |
| All new construction and facility remodels require the installation of centralized recycling centers, similar to those in Bldg 3500. |
| 10.3.1.5 |
| Credit 1.1 |
| Building Reuse, Maintain 75% of Existing Walls, Floors & Roof |
| 1 |
| Applicable to remodeling projects. Not applicable to small-scale renovation projects. |
| 10.8 |
| Credit 1.2 |
| Building Reuse, Maintain 100% of Existing Walls, Floors & Roof |
| 1 |
| Applicable to remodeling projects. Not applicable to small-scale renovation projects. |
| 10.8 |
| Credit 1.3 |
| Building Reuse, Maintain 50% of Interior Non-Structural Elements |
| 1 |
| Applicable to remodeling projects. Not applicable to small-scale renovation projects. |
| 10.8 |
| Credit 2.1 |
| Construction Waste Management, Divert 50% from Disposal |
| 1 |
| Met if Construction Waste is handled by Benz Company. If not, records must be kept in accordance with USGBC MR 3 requirements. |
| 10.3 |
| Credit 2.2 |
| Construction Waste Management, Divert 75% from Disposal |
| 1 |
| May be met if Construction Waste is handled by Benz Company. If not, records must be kept in accordance with USGBC MR 3 requirements. |
| 10.3 |
| Credit 3.1 |
| Materials Reuse, 5% |
| 1 |
| Opportunities best if recycled asphalt or concrete used. |
| 10.3.1.8 |
| Credit 3.2 |
| Materials Reuse,10% |
| 1 |
| Opportunities best if recycled asphalt or concrete used. |
| 10.3.1.8 |
| Credit 4.1 |
| Recycled Content, 10% (post-consumer + ½ pre-consumer) |
| 1 |
| Specify use of recycled materials whenever possible. Carpets should always be made of recycled content. |
| 10.13 |
| Credit 4.2 |
| Recycled Content, 20% (post-consumer + ½ pre-consumer) |
| 1 |
| Specify use of recycled materials whenever possible. Carpets should always be made of recycled content. |
| 10.13 |
| Credit 5.1 |
| Regional Materials, 10% Extracted, Processed & Manufactured Regionally |
| 1 |
| PCC & ACC is most commonly a regional material. See Guidebook for calculation basis. |
| N/A |
| Credit 5.2 |
| Regional Materials, 20% Extracted, Processed & Manufactured Regionally |
| 1 |
| PCC & ACC is most commonly a regional material. See Guidebook for calculation basis. |
| N/A |
| Credit 6 |
| Rapidly Renewable Materials |
| 1 |
| Specify use of rapidly renewable materials whenever possible. |
| 2.6.5 |
| Credit 7 |
| Certified Wood |
| 1 |
| Highly encouraged for hardwood applications. Certifying Body is Forest Resource Council (FRC) |
| 2.6.5 2.6.10 2.6.11.2 |
| Indoor Environmental Quality |
| 15 Points |
Y
| Prereq 1 |
| Minimum IAQ Performance |
| Required |
| Met by required satisfaction of ASHRAE 62.1-2004. |
Y
| Prereq 2 |
| Environmental Tobacco Smoke (ETS) Control |
| Required |
| Met by existing smoking prohibitions. |
| 3.21 |
| Credit 1 |
| Outdoor Air Delivery Monitoring |
| 1 |
| Credit 2 |
| Increased Ventilation |
| 1 |
| Credit 3.1 |
| Construction IAQ Management Plan, During Construction |
| 1 |
| Credit 3.2 |
| Construction IAQ Management Plan, Before Occupancy |
| 1 |
| Credit 4.1 |
| Low-Emitting Materials, Adhesives & Sealants |
| 1 |
| Requires use of low-VOC adhesives & sealants. |
| 2.6.2 |
| Credit 4.2 |
| Low-Emitting Materials, Paints & Coatings |
| 1 |
| Requires use of low-VOC paints and coatings |
| 2.6.2 |
| Credit 4.3 |
| Low-Emitting Materials, Carpet Systems |
| 1 |
| Requires use of low-VOC carpets and pads. |
| 2.6.2 |
| Credit 4.4 |
| Low-Emitting Materials, Composite Wood & Agrifiber Products |
| 1 |
| Requires use of low-VOC plywood and composites. |
| 2.6.2 |
| Credit 5 |
| Indoor Chemical & Pollutant Source Control |
| 1 |
| Available if copy rooms and other chemical use areas may be segregated with non-shared ventilation systems. |
| Credit 6.1 |
| Controllability of Systems, Lighting |
| 1 |
| Met by satisfaction of Title 24 Energy Standards |
| Credit 6.2 |
| Controllability of Systems, Thermal Comfort |
| 1 |
| Met by satisfaction of Title 24 Energy Standards |
| Credit 7.1 |
| Thermal Comfort, Design |
| 1 |
| Met by combination of window patterns and control systems. Specify design in accordance with USGBC EQ 7.1 Credit requirements. |
| Credit 7.2 |
| Thermal Comfort, Verification |
| 1 |
| Requires post-construction occupant survey to be accomplished by LEED Coordination Team. |
| Credit 8.1 |
| Daylight & Views, Daylight 75% of Spaces |
| 1 |
| Specify calculation of daylight percentage iaw USGBC procedures by designer. |
| 2.5.6.2 |
2.5.6.3
| Credit 8.2 |
| Daylight & Views, Views for 90% of Spaces |
| 1 |
| Specify calculation of daylight percentage iaw USGBC procedures by designer. |
| 2.5.6.2 |
2.5.6.3
| Innovation & Design Process |
| 5 Points |
| Credit 1.1 |
| Innovation in Design: Provide Specific Title |
| 1 |
| Additional points are available in several categories for performance beyond the maximum criteria. Points may also be awarded for particular innovations on a case-by-case basis. |
| Credit 1.2 |
| Innovation in Design: Provide Specific Title |
| 1 |
| Credit 1.3 |
| Innovation in Design: Provide Specific Title |
| 1 |
| Credit 1.4 |
| Innovation in Design: Provide Specific Title |
| 1 |
| Credit 2 |
| LEED® Accredited Professional |
| 1 |
| Available only if a LEED AP was significantly involved in the project. |
| Project Totals (pre-certification estimates) |
| 69 Points |
Certified: 26-32 points, Silver: 33-38 points, Gold: 39-51 points, Platinum: 52-69 points
1.2.7 Design Progress and Submission
Specific design requirement and submission requirements are as required by contract. Timely submission of contract-required design and construction plans is essential to the achievement of a fully cooperative design that maximizes customer satisfaction.
1.3 Project Siting and Site Construction Limit Requirements
1.3.1 General
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 such issues as access, parking considerations, utility relocations, flood plain issues, noise proofing requirements, environmental concerns, and others. To determine the specific restrictions associated with each project site the A-E, with the CE Project Manager, must contact the 95 ABW/CETM Base Community Planner and the Base Architect, and the base PM. Any change in the site location of a facility, even those minor in nature, must be coordinated with the base PM, base Community Planner and the Base Architect.
The preservation of the natural resources of EAFB, including the preservation of 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.
1.3.2 Construction Facilities and Job Site Standards
EAFB may limit the number and location of various construction and office trailers, temporary structures, and open storage and staging areas used by contractors. These facilities are to be clean, in good condition, and free of rust or surface deterioration. Temporary-use trailers shall match or complement the base color standards. Specifications to enforce these requirements shall be included in each project.
1.3.3 Contractor Storage & Laydown Areas
When projects are under design or in planning at EAFB, specific areas will be designated where contractors locate a construction office trailer and stockpile tools and materials. These areas will be designated on project drawings or in project contract documents, and will be located as conveniently as possible to the work site where visual impact will be minimal. The base PM will review all locations proposed for on-site construction office trailers and approve the location as a pre-construction conference agenda item.
The following specific requirements will 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 provide site safety, fencing shall consist of conventional chain link fence and screened to match base color standard.
All required signs for construction shall be combined into a single on-site sign. This sign shall include information on the standard Corps of Engineers 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, of minimum size, and a color to match or complement the base color scheme.
1.3.4. Project Site Disturbance Limits
To help meet LEED Credit SS 5.1, Protect or Restore Habitat, all site disturbances during and throughout construction on previously undisturbed sites must be limited to:
40’ beyond the building perimeter
10’ beyond surface walkways, patios, surface parking, and utilities less than 12” in diameter
15’ beyond primary roadway curbs and main utility branch trenches
EXCEPTION – If larger staging areas are required to limit compaction on previously constructed areas with permeable surfaces (such as pervious paving, stormwater detetention facilities, and playing fields) disturbance to up to 25’ is allowed.
1.3.5 Energy Conservation
The drawings and specifications shall require contractors to use energy on all EAFB construction projects in a responsible manner. 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.
1.4 CADD (Computer Aided Design and Drafting) Requirements
1.4.1 General
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 base PM. All dimensions shall be expressed in inch-pound (English Imperial) and Standard International (SI) metric units.
1.4.2 Drawings/Plots
Red-lined as-built drawings will be developed and submitted on 30”x42” sheets. The as-built drawings shall be complete and 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.
1.4.3 Digital Files
Where A-E contracts include inspection of construction, all changes made to the design during construction shall be indicated in the CADD drawing files. The revised CADD 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 CADD files. Where CADD graphics are duplicated on CCDs or shop drawings, the duplicates will be deleted leaving a single copy of each graphic element in the revised CADD file. The revised CADD files shall be delivered to the Base Civil Engineer within 90 days after completion of construction.
1.4.3.1 Digital Graphic Files:
The completed “as-built” drawings which…
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