Attachment_9_-_2012_FAFB_Base_Design_Standards.pdf

FAIRCHILD AIR FORCE BASE DESIGN STANDARDS 30 April 2012

FA4620-14-R-B001

Attachment 9

BASE DESIGN STANDARDS

FAIRCHILD AIR FORCE BASE

WASHINGTON

Revised 30 April 2012

TITLE PAGE PAGE 1 OF 1

FA4620-14-R-B001

Attachment 9

DIVISION OUTLINE

Table of Contents Introduction References

Miscellaneous Requirements

Division A Miscellaneous Requirements

Procurement and Contracting Requirements

Division 00 Procurement and Contracting Requirements

General Requirements

Division 01 General Requirements

Facility Construction

Division 02 Existing Conditions Division 03 Concrete Division 04 Masonry Division 05 Metals Division 06 Wood, Plastics, and Composites Division 07 Thermal and Moisture Protection Division 08 Openings Division 09 Finishes Division 10 Specialties Division 11 Equipment Division 12 Furnishings Division 13 Special Construction Division 14 Conveying Equipment

Facility Services

Division 21 Fire Suppression Division 22 Plumbing Division 23 Heating, Ventilating, and Air-Conditioning (HVAC) Division 26 Electrical Division 27 Communications Division 28 Electronic Safety and Security

Site and Infrastructure

Division 31 Earthwork Division 32 Exterior Improvements Division 33 Utilities

DIVISION OUTLINE PAGE 1 OF 1

FAIRCHILD AIR FORCE BASE DESIGN STANDARDS --TABLE OF CONTENTS-- 30 April 2012

TABLE OF CONTENTS

Pages In Description Section

Introduction References

Division A – Miscellaneous Requirements Section A.1 – Specifications, Drawings and Mapping Requirements

Data Sheet Submittal Checklist

Section A.2 – Structural and Civil Requirements Data Sheet

Section A.3 – Environmental Data Sheet

Section A.4 – Antiterrorism / Force Protection Data Sheet

Division 00 – Procurement and Contracting Requirements Section 000000 – General Requirements

Data Sheet

Division 01 – General Requirements Section 011100 – Summary Of Work

Data Sheet Fairchild Specification

Section 012513 – Product Substitution Procedures Data Sheet Fairchild Specification

Section 013100 – Project Management and Coordination Data Sheet Fairchild Specification Request For Information

Section 013200 – Construction Progress Documentation Data Sheet

Section 013300 – Submittal Procedures Data Sheet Fairchild Specification

Section 013520 – Safety Requirements Data Sheet Fairchild Specification

Section 013543 – Environmental Procedures Data Sheet Fairchild Specification Solid Waste Tracking Sheet Hazardous Material Tracking Sheet

Section 014000 – Quality Requirements Data Sheet Fairchild Specification Daily Construction Quality Control Report Contractor Test Report

TABLE OF CONTENTS PAGE 1 OF 5

Section 015000 – Temporary Facilities and Controls

Fairchild Specification

Section 016000 – Product Requirements Data Sheet Fairchild Specification Contractor’s Recovered Materials Certification

Section 017329 – Cutting and Patching Data Sheet Fairchild Specification

Section 017700 – Closeout Procedures Data Sheet Fairchild Specification

Section 017720 – Equipment-In-Place List Data Sheet Fairchild Specification Equipment-In-Place List

Section 017823 – Operation and Maintenance Data Data Sheet Fairchild Specification O&M Manual-Review Checklist

Section 017836 – Warranties Data Sheet Fairchild Specification

Section 017839 – Project Record Documents Data Sheet Fairchild Specification

Section 017900 – Demonstration and Training

Division 02 – Existing Conditions Section 020000 – General Requirements

Data Sheet

Division 03 – Concrete Section 030000 – General Requirements

Data Sheet

Division 04 – Masonry Section 040000 – General Requirements

Data Sheet Section 042000 – Unit Masonry

Data Sheet

Division 05 – Metals Section 050000 – General Requirements

Data Sheet

Division 06 – Woods, Plastics, and Composites Section 060000 – General Requirements

Data Sheet Section 064000 – Architectural Woodwork

TABLE OF CONTENTS PAGE 2 OF 5

Division 07 – Thermal and Moisture Protection Section 070000 – General Requirements

Data Sheet Section 074113 – Metal Roof Panels

Data Sheet Fairchild Specification Warranty Of Construction

Division 08 – Openings Section 080000 – General Requirements

Data Sheet Section 087100 – Door Hardware

Data Sheet

Division 09 – Finishes Section 090000 – General Requirements

Data Sheet Section 093010 – Ceramic Tile

Data Sheet Section 096800 – Carpet

Fairchild Specification

Division 10 – Specialties Section 100000 – General Requirements

Data Sheet Section 101400 – Signage

Division 11 – Equipment Section 110000 – General Requirements

Data Sheet

Division 12 – Furnishings Section 120000 – General Requirements

Data Sheet

Division 13 – Special Construction Section 130000 – General Requirements

Data Sheet Section 133419 – Metal Building Systems

Data Sheet

Division 14 – Conveying Equipment Section 140000 – General Requirements

Data Sheet

Division 21 – Fire Suppression Section 210000 – General Requirements

Data Sheet

Division 22 – Plumbing Section 220000 – General Requirements

TABLE OF CONTENTS PAGE 3 OF 5

Division 23 – Heating, Ventilating, and Air-Conditioning (HVAC) Section 230000 – Hvac Equipment

Data Sheet Section 230900 – Instrumentation and Control for HVAC EMCS

Data Sheet Specification Detail – EMCS Block Diagram

Section 235200 – Heating Boilers Data Sheet

Division 26 – Electrical Section 260000 – General Requirements

Data Sheet Section 262000 – 15 Kv Electrical Distribution

Section 262713 - Electric Meters Specification……………………………………………………………14

Section 263213 - Engine Generator

Data Sheet……………………………………………………………….1

Section 264200 – Cathodic Protection

Division 27 – Communications Section 270000 – General Requirements

Data Sheet Section 275400 – Klaxon and Naoc Alarm System

Data Sheet Detail 1 – Klaxon System At Facility Detail 1 – NAOC System At Facility

Division 28 – Electronic Safety and Security Section 283100 – Carbon Monoxide Detection and Alarm

Data Sheet Section 283110 – Fire-Alarm System

Data Sheet

Division 31 – Earthwork Section 312000 – Earthwork

Division 32 – Exterior Improvements Section 320000 – General Requirements

Data Sheet Detail 1 – Sidewalk Intersection Detail 2 – Bollards Detail 3 – Bike Rack Detail 4 – Outdoor Bench

Section 321600 – Curbs and Gutters Detail 1 – Typical Curb And Gutter

TABLE OF CONTENTS PAGE 4 OF 5

Detail 2 – Typical Curb Cut Detail 3 – Asphalt Curb Backing Detail 4 – Earthen Curb Backing

Section 323100 – Fences and Gates Detail 1 – Wall Column Detail 2 – Screen Wall Detail 3 – Wall Screen Or Enclosure

Section 328400 – Planting Irrigation Data Sheet Detail 1 – Flush Point Detail 2 – Emitter Detail 3 – Electric Control Valve Detail 4 – Quick Coupler Valve Detail 5 – Auto Drain Valve Detail 6 - Backflow Preventer Detail 7 – Swing Joint

Section 329000 – Turf, Grasses, and Plants Data Sheet Contractor Pesticide Documentation Rqmts

Section 329300 – Plants Detail 1 – Clear View Triangle Detail 2 – Tree Planting Detail 3 – Shrub Planting Detail 4 – Ground Cover Planting Matrix 1 – Deciduous Trees (1 Of 2) Matrix 2 – Deciduous Trees (2 Of 2) Matrix 3 – Coniferous Trees Matrix 4 – Shrub Plants (1 Of 2) Matrix 5 – Shrub Plants (2 Of 2) Matrix 6 – Ground Cover Matrix 7 - Ornamental Grasses

Division 33 – Utilities Section 330000 – General Requirements

Data Sheet Atch 1 – Utility Verification Procedures Atch 2 – Fire Suppression and Alarm Outages …………………….2

Section 331233 – Water Metering Spec Section 335113 – Natural Gas Meter Spec

TABLE OF CONTENTS PAGE 5 OF 5

FAIRCHILD AIR FORCE BASE DESIGN STANDARDS 30 April 12

INTRODUCTION

The Fairchild AFB Base Design Standards shall be used as a supplemental directive to provide detailed information to Architect-Engineer (A-E) firms and other designers performing design services for Fairchild AFB, either through direct contract or via the U. S. Army Corps of Engineers. It is not intended to replace Air Force Instructions (AFIs), Fairchild Air Force Base Instructions (FAFBIs), Unified Facilities Criteria (UFCs), Engineering Technical Letters (ETLs), Military Handbooks (MIL-HDBKs), Construction Technical Letters (CTLs), Civil Engineering Technical Support Office (CETSO) letters, Air Mobility Command (AMC) Commander’s Guides, and other design directives established by the Air Force.

All designs shall be in strict accordance with the most current local, state, and federal codes.

Specific projects may require deviations from these standards, but such deviations will require approval from the 92d Civil Engineer Squadron, Programs Flight (92 CES/CEPM). Note: When deviations or conflicts in requirements identified within the specifications and drawings provided as part of the construction contract/task order and those requirements addressed in the Base Design Standard occur, the specifications and drawings take precedent. Any inconsistencies or differences in requirements as indicated in the specifications and drawings shall be resolved in accordance with FAR 52.236-21 (Specifications and Drawings for Construction).

The 30 April 2012 Edition of the Fairchild AFB Base Design Standards supersedes the 30 April 2010 Edition. This edition complies with MasterFormat® 2004.

Submit corrections to 92d Civil Engineer Squadron, Programs Flight (92 CES/CEPM).

INTRODUCTION PAGE 1 OF 1

REFERENCES

The following publications are referenced in this Base Design Standards. The designer shall confirm that these publications have not been superseded by subsequent publications. In the event a publication has been superseded, the subsequent publication shall become the referenced publication.

This list is not intended to be a complete list of references the contractor shall follow.

Military References 92d Civil Engineer Squadron (these documents must be obtained from 92 CES)

Architectural Compatibility Plan, 2005

Asbestos Management Program, 2006

Base General Plan, 1996

Cultural/Environmental Resource Inventory, 1999

Force Protection Construction Standard, 2000

Green Procurement Program Plan, 2006

Landscape Master Plan Brief, 2002

Lead Exposure & Lead-based Paint Management Plan, 2006

Pollution Prevention Management Action Plan, 2000

Resource Management Plan, 1999

Stormwater Management Plan, 1999

Stormwater Management Procedures Manual, 1999

Urban Tree Plan, 2004

92 Communications Squadron (this document must be obtained from 92 CS)

Supplement to ETL 02-12, 2005

Air Force Center for Environmental Excellence (AFCEE), http://www.afcee.af.mil

Design and Construction Website

Air Force Civil Engineer Support Agency - Engineering Technical Letter (ETL) http://www.afcesa.af.mil

ETL 94-6, Fire Protection Engineering Criteria and Technical Guidance – Removal of Halogenated Agent Fire Suppression Systems, 1994

ETL 99-4, Fire Protection Engineering Criteria – Emergency Lighting and Marking of Exits, 1999

ETL 01-18, Fire Protection Engineering Criteria – Electronic Equipment Installations, 2001

ETL 02-12, Communications and Information System Criteria for Air Force Facilities, 2002

ETL 02-15, Fire Protection Engineering Criteria – New Aircraft Facilities, 2002

ETL 04-3, Design Criteria for Prevention of Mold in Air Force Facilities, 2004

ETL 09-13, Irrigation of Installation Turfgrass and Landscaping, 2009

Air Force Handbook (AFH), http://www.e-publishing.af.mil

AFH 32-1084, Facility Requirements, 1996

REFERENCES PAGE 1 OF 5

http://www.afcee.af.mil/ http://www.afcesa.af.mil/ http://www.e-publishing.af.mil/

Air Force Instruction (AFI), http://www.e-publishing.af.mil

AFI 32-7040, Air Quality Compliance, 1994

AFI 32-7086, Hazardous Materials Management, 2004

AFI 40-201, Managing Radioactive Materials in the US Air Force, 2007

CAD-BIM Technology Center, https://cadbim.usace.army.mil

ERDC/ITL TR-01-6, A/E/C CADD Standards, Release 2.0, 2001

Facility Management Standard for Facilities, Infrastructure, and Environment (FMSFIE) Release 2.40, Spatial Data Standard for Facilities, Infrastructure, and Environment (SDSFIE) Release 2.31, 2004

Department of Army, U.S. Army Corps of Engineers Manual

EM 385-1-1, Safety and Health Requirements, 2008

Department of Defense, http://www.wbdg.org

Unified Facilities Criteria (UFC)

UFC 1-200-01, General Building Requirements, 2005

UFC 3-120-01, Air Force Sign Standard, 2003

UFC 3-210-05FA, Landscape Design and Planting Criteria, 2004

UFC 3-301-05A, Seismic Evaluation and Rehabilitation for Buildings, 2005

UFC 3-301-01, Structural Engineering, 2010

UFC 3-600-01, Fire Protection Engineering for Facilities, 2009

UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, 2012

UFC 4-010-02, DoD Minimum Standoff Distances for Buildings (FOUO), 2012

Fairchild Air Force Base Instruction (FAFBI), (these documents must be obtained from 92CES/CEPM)

FAFBI 32-008, Fire Protection and Prevention, 2004

FAFBI 32-015, Design and Construction Standards (User Groups), 2000

FAFBI 32-1001, Preparing Base Civil Engineer Work Clearance Request (FAFB Form 103), 2006

FAFBI 32-7086, Hazardous Material Management, 2001

Military Handbook (MIL-HDBK) - Department of Defense, https://assist.daps.dla.mil/quicksearch/

MIL-HDBK 1190, Facility Planning and Design Guide, 1987

Non-Military References ACI International, http://www.aci-int.org

ACI 305R, Hot Weather Concreting, 2000

ACI 306R, Cold Weather Concreting, 1988

American Iron And Steel Institute (AISI), http://www.steel.org

SG03-2, Cold-Formed Steel Design Manual, 2002

American Society Of Civil Engineers, http://www.asce.org

ASCE 7, Minimum Design Loads for Buildings and Other Structures, 2005

REFERENCES PAGE 2 OF 5

http://www.e-publishing.af.mil/ http://www.wbdg.org/ http://www.aci-int.org/ http://www.steel.org/ http://www.asce.org/

American Woodworker Institute (AWI), http://www.awinet.org

AWI P-208, Quality Standards Illustrated, 8th Edition

ASTM International, http://www.astm.org

A653-06a, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process

A463-06, Standard Specification for Steel Sheet, Aluminum Coated, by the Hot-Dip Process

A792-06a, Standard Specification for Steel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

B117-03, Standard Practice for Operating Salt Spray (Fog) Apparatus

D4214-98, Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films

D714-02e1, Standard Test Method for Evaluating Degree of Blistering Paints

D968-05, Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

D522-93a(2001), Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings D2244-

05, Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

D2247-02, Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity

E96-05, Standard Test Methods for Water Vapor Transmission of Materials

Carpet and Rug Institute http://www.carpet-rug.com

CRI 104, Standard for Installation Specification of Commercial Carpet, 2002

Code of Federal Regulations (CFR), http://www.gpo.gov

Title 3 - The President (Executive Orders)

3CFR11593, Protection and Enhancement of the Cultural Environment, 1971

3CFR13101, Greening the Government Through Waste Prevention, Recycling, and Federal Acquisition, 1998

Title 36 - Parks, Forests, and Public Property

36CFR800, Protection of Historical Properties, 2003

Title 40 - Protection of Environment

40CFR82, Protection of Stratospheric Zone, 2004

40CFR122 through 40CFR124, National Pollutant Discharge Elimination System (NPDES) Requirements, 2004

40CFR260, Hazardous Waste Management System: General, 2004

40CFR761, Polychlorinated biphenyls (PCBs) manufacturing, processing, distribution in commerce, and use prohibitions, 2004

Federal Geographic Data Committee, http://www.fgdc.gov

FGDC-STD-001, Content Standards for Digital Geospatial Metadata (CSDGM), Version 2, 1998

FM Global, http://www.fmglobal.com

Approval Guide

Illuminating Engineering Society of North America (IESNA), http://www.iesna.org

HB-9, IESNA Lighting Handbook, 9th Edition, 2000

REFERENCES PAGE 3 OF 5

http://www.awinet.org/ http://www.astm.org/ http://www.carpet-rug.com/ http://www.gpo.gov/ http://www.fgdc.gov/ http://www.fmglobal.com/ http://www.iesna.org/

Institute of Electrical and Electronic Engineers (IEEE), http://www.ieee.org

C2, National Electrical Safety Code®, latest edition

Insulated Cable Engineers Association (ICEA), http://www.icea.net

ANSI/ICEA S-80-576, Category 1 & 2 Individually Unshielded Twisted Pair Indoor Cables for Use in Communications Wiring Systems, 2002

International Code Conference (ICC), http://www.iccsafe.org

International Building Code®, Latest edition adapted by Washington State.

International Fire Code®, 2006

National Association of Corrosion Engineers (NACE) International, http://www.nace.org

Corrosion Specialist Certification

Cathodic Protection Specialist Certification

National Electrical Contractors Association (NECA), http://www.necanet.org

NECA 1, Good Workmanship in Electrical Contracting, National Fire Protection Association (NFPA), http://www.nfpa.org

NFPA 10, Standard for Portable Fire Extinguishers, 2007

NFPA 13, Standard for the Installation of Sprinkler Systems

NFPA 17A, Standard for Wet Chemical Extinguishing Systems

NFPA 70, National Electrical Code®, latest edition

NFPA 72, National Fire Alarm Code®, 2007

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilation Systems, 2002

NFPA 90B, Standard for the Installation of Warm Air Heating and Air-Conditioning Systems, 2006

NFPA 101, Life Safety Code®, 2006

NFPA 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations, 2004

New York City Department of Health & Mental Hygiene, http://www.nyc.gov

Guidelines on Assessment and Remediation of Fungi in Indoor Environments, 2002

Spokane County, http://www.spokanecounty.org

Guidelines for Stormwater Management, 2003

Spokane County Air Pollution Control Authority, www.scapca.org

Regulation I

Spokane County Regional Health District, www.srhd.org

Solid Waste Handling Standards, 2004

Structural Engineers Association of Washington, http://www.seaw.org

Snow Load Analysis for Washington, Second Edition

Underwriters Laboratories, http://www.ul.com

UL 580, Standard for Tests for Uplift Resistance of Roof Assemblies, 2006

UL 2034, Single and Multiple Station Carbon Monoxide Alarms, 1998

United States Code, http://www.gpo.gov/fdsys/browse/collectionUScode.action?collectionCode=USCODE

REFERENCES PAGE 4 OF 5

http://www.ieee.org/ http://www.icea.net/ http://www.iccsafe.org/ http://www.nace.org/ http://www.necanet.org/ http://www.nfpa.org/ http://www.nyc.gov/ http://www.spokanecounty.org/ http://www.scapca.org/ http://www.srhd.org/ http://www.seaw.org/ http://www.ul.com/ http://www.gpo.gov/fdsys/browse/collectionUScode.action?collectionCode=USCODE

Architectural Barriers Act, 2004

Emergency Planning and Community Right-to-Know Act, 1986

Farm Security and Rural Investment Act, 2002

Federal Insecticide, Fungicide and Rodenticide Act, 1996

National Historical Preservation Act, 1966

Resource Conservation and Recovery Act (RCRA), 1976

Toxic Substances Control Act, 1976

Washington Administrative Code, http://apps.leg.wa.gov/wac

WAC 173-218, Underground Injection Control Program

WAC 173-303, Dangerous Waste Regulations

WAC 173-304, Minimum Functional Standards for Solid Waste Handling

WAC 173-340, Model Toxics Control Act - Cleanup

WAC 173-360, Underground Storage Tank Regulations

WAC 173-400 through WAC 173-491 - Air Quality Requirements

WAC 197-11, SEPA Rules

WAC 246-290, Public Water Supplies

Washington State Department of Health – Division of Environmental Health – Office of Drinking Water, https://fortress.wa.gov/doh/eh/dw/publications/publications.cfm

331-137, Backflow Prevention Assemblies Approved for Installation in Washington State, 2006

REFERENCES PAGE 5 OF 5

http://apps.leg.wa.gov/wac

DIVISION A – DESIGN SPECIFIC

REQUIREMENTS

DIVISION A – DESIGN SPECIFIC REQUIREMENTS PAGE 1 OF 1

DIVISION A – DESIGN SPECIFIC REQUIREMENTS

SECTION A.1 - SPECIFICATIONS, DRAWINGS, AND MAPPING

DATA SHEET

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

A. SPECIFICATIONS

1. Format

a. All specifications shall follow the MASTERSPEC® Format and be organized according to MasterFormat™ 2011, published by the Construction Specifications Institute (CSI) (http://www.csinet.org) and available online at http://www.masterformat.com.

b. Specifications shall be produced on a computer system.

i. The Designer shall submit one copy of all files with the 100% design submittal.

ii. All individual specification section files shall be format-compatible with the most current version of Windows based Microsoft® Word. Additionally, a single .pdf file consisting of the compilation of all specification sections with bookmarks applied on the first page of each section shall be provided.

iii. The Designer shall submit all files electronically on CD-ROM, DVD, or equivalent media.

2. Base Design Standards Submittal Checklist

a. For each design phase (35%, 65%, 95% and Final), the Designer shall attach the Submittal Checklist found at the end of this section. The checklist shall be filled out and submitted with all specifications and drawings for each design phase. DWG’s will be submitted to CEPT to ensure compliance with AF Standards.

3. Codes

a. All design and construction work shall be in strict accordance with all current Federal, State, and local codes and regulations to include, but not limited to, UFC 1-200-01, General Building Requirements

B. DRAWINGS

1. Responsibilities

a. The responsibility for developing and maintaining each drawing shall be determined at the outset of each project. This responsibility shall not be changed during the course of the project.

b. The designer responsible for developing each drawing shall provide electronic copies to other designers when the former’s working drawings are referenced by the latter.

c. Exchange shall take place when the recipient is ready to commence development of referenced drawings, prior to final coordination, and whenever major modifications occur.

d. At other times for coordination purposes only, prints of plotted drawings are to be furnished instead. These shall be clearly marked to show the occurrence of minor revisions.

e. Background drawings that require coordination on a regular basis are as follows:

i. Background architectural floor plans.

ii. Reflected ceiling plan grid.

iii. Lighting fixture layouts.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

http://www.masterformat.com/

iv. Diffuser and grille layouts.

2. As-Built/Final Drawings

a. Specify that Contractors shall be responsible for gathering as-built information at the job site and conveying it to the as-built drawings.

b. As-built drawings of the structure within the structure footprint shall be in AutoCAD format and follow standards listed below.

c. Areas outside the bounds of the structure footprint can be submitted in either AutoCAD, shapefiles, or a geodatabase.

3. Computer Aided Design and Drafting (CADD) Software

a. All drawings shall be accomplished and developed using CADD software.

i. This software shall be AutoCAD® and shall be compatible with AutoDesk® Map. Verify with 92 CES/CEPT for the current version to utilize.

4. Drawing Standards

a. A “drawing” in context with AutoCAD® software, means a background or overlay (i.e., a layer).

This drawing may be included with other referenced drawings to provide a complete plotted drawing.

b. All drawings shall be produced in accordance with The CAD/BIM Technology Center’s ERDC/ITL TR-09-2, A/E/C CAD Standard, Release 4.0 available online at https://cadbim.usace.army.mil/MyFiles/9/3/ERDC-ITL-TR-09-2.pdf . BIM deliverables can follow the Interim Delivery method for Installations. Guidance is available on the above listed website.

c. A-E shall utilize Layout and Model Views for its drawing files. All drawings shall be drawn full size (1 to 1) in Model View. Title sheet and border sheets shall be drawn in Layout View.

AutoCAD View Ports shall be used to frame applicable Model Views. The AutoCAD drawing Layout View and printed hard copies shall be identical.

d. To minimize design efforts, a master drawing shall be created for each discipline (i.e., floor plans) and externally referenced into individual sheet drawings.

e. In order to reduce file sizes and to accommodate plotted sheet sizes, large facility floor plans are usually divided into several areas. To facilitate assembling these areas into a single plot for small-scale orientation plans, roof plans, and the like, each area shall be drawn in its relative position in coordinate space. This permits an entire floor to be correctly displayed and plotted when areas are included as externally referenced drawings inserted at (0,0,0).

f. All drawings and external references shall use an origin of 0,0,0.

g. Drawing Limits will equal (0,0,0) by necessary final dimensions

h. All scales and measurements for facility drawings and details shall be in Architectural units.

All scales and measurements for civil drawings shall be in Engineering units.

i. American National Standards Institute (ANSI) sized paper shall be used for all plots. Full size drawings shall be on D size paper.

j. Layers

i. Layers shall conform to the A/E/C CAD Standard using the AIA naming convention.

ii. If frozen layers are not to be used, they shall be deleted and purged. If they are to be used, they are to be turned on. Layer 0 shall be empty.

k. Title blocks shall conform to the Government Furnished Material (GFM). See B.6.a.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

http://www.autodesk.com/map

l. All graphic elements that connect shall connect at the same vector coordinates without overlaps or gaps.

m. Lines

i. Straight lines shall be represented by beginning and ending x- and y- coordinate points.

Lines shall not cross back on themselves or be of zero length.

ii. Polygons shall be closed (i.e., the first x- and y- coordinates shall exactly match the last x- and y- coordinates).

iii. Lines that represent the same graphic element shall be continuous (i.e., not broken or segmented).

iv. Line weight or widths are specified in the A/E/C CAD Standard.

v. Drawing Units:

a. Format Units (Architectural)

i. Unit type… 1 Architectural unit = 1”

ii. Precision… 0’-0 1/8”

iii. Angle type… Decimal degrees

iv. Precision… 0.00degrees

v. Insert blocks to inches

vi. Direction… East 0, North 90, West 180, South 270

b. Format Units (Mapping)

i. Unit type… 1 Decimal unit = 1’-0”

ii. Precision… 0.00

iii. Angle type… Deg/Min/Sec

iv. Precision… 0d00’00”

v. Insert blocks to inches

vi. Direction… East 0d, North 90d, West 180d, South 270d

n. Fonts

i. Only fonts specified in the A/E/C CAD Standard shall be used.

o. Leader lines are required for all dimensions and specific notes. They shall be a blue (AutoCAD color #5) lines with a closed filled arrowhead, no cross hatches or dots shall be used. The arrowhead will be 1/3 the length at the back side, set AutoCAD DIMASZ (dim.

Arrowhead size) to 1/8”.

p. Use arrowheads only for dimensions/leaders.

q. Dimension Lines

i. All dimensions will be drawn in blue(AutoCAD color #5) lines, this includes the text.

Layer name with comply with A/E/C CAD Standard for each discipline.

ii. Dimension lines will be thin and unbroken with the text parallel, centered and aligned to the line. All dimensioning variables will be preset in AutoCAD.

iii. Dimensions will be placed to the right and above the object when possible. When two objects are the same, but different views, place the dimensions between the views.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

iv. One dimension line will never cross another; when dimension lines are stacked, one above the other, the smaller dimension will be placed closest to the object. Stacked dimension lines will be approximately 3/8” from the smaller dimension.

v. Extension lines shall be at 90 degrees to and offset approximately 1/16” away from the object being dimensioned and extend 1/8” beyond the dimension line. The dimension line shall be offset 1/2” from the object being.

vi. All text will be 3/32” and when the dimension is 18” or less it will be written in inches.

vii. All the variables listed above will be preset within the AutoCAD files to insure quality, standardized work throughout the section.

r. Notes with leaders pointing toward a specific location will be neat, short and accurate. When more than one note for the same view is required, they will be aligned on the left edge, one above the other with a double space between notes.

s. Sections are cuts through an object, and are identified with the symbol on the coversheet.

The arrow (or hat) points in the direction the drawing represents. The “flag” at the end of a cut line will be ½ the height of the arrow. The cut plan, the edges that would show cut marks if cut with a saw, are shown with a heavier line than the rest of the drawing. All sections will be lettered sequentially throughout the project. Be sure that the page numbers referenced are correct.

t. Elevations are views of a vertical surface. When drafting an elevation of a structure all edges, such as the corner of a building will be heavier than the other details (windows for example). This includes indentations that run from the foundation to the roof. If the floor plan were placed alongside the elevation, all edges on the floor plan will match the heavy lines on the elevation. The elevation symbol is the same as the section except the “hat” isn’t filled in and uses numbers, not letters. Elevations will be numbered sequentially throughout the project.

u. Utilities will be located on all site plans, both existing and proposed. When placing proposed utilities on a site plan they will be heavier than the existing utilities. A site survey shall be done before beginning a drawing.

v. New and existing buildings shall be distinguished from each other. To do this, all new construction will be heavier than existing. A site survey shall be done before beginning a drawing.

w. The TRIANGLE symbol is reserved for incorporating change requests and is not to be used within the body of the drawings, such as a keyed note symbol. It may be used as a symbol, such as Telephone, but shall be identified in the legend.

x. The Keyed Note symbol will be an Octagon with the number centered inside. The symbol will be by the object referenced and along the note.

y. Demolition and remodeling may require specific notes attached. If so, use a symbol that may be used throughout the project.

z. Details are enlarged views of a plan, section, or elevation. Detail symbols will be tied into the area they show with either a circle around the blown up area or a leader pointing to it. Details will be numbered sequentially throughout the project.

aa. A library of standard symbology details can be found in A/E/C CAD Standards, Appendix D and can be downloaded at: https://cadbim.usace.army.mil/MyFiles/9/3/ERDC-ITL-TR-09- 2.pdf. All details not furnished to the A-E as part of the Government Furnished Material (GFM) shall be in accordance with the A/E/C CAD Standard and be provided to the Government as part of the electronic digital deliverables. A-E’s shall obtain approval before using anything other than the Government’s standard fonts and linetypes.

bb. Detail, Elevation, and Section symbols shall be modified from the A/E/C CAD Standard by bisecting the lower half of the circle. The left portion shall be labeled with the sheet from

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

which the detail, elevation, or section is taken from, and the right portion shall be labeled with the sheet on which the detail, elevation, or section is located on.

5. Project Layout (index)

a. The drawing index always starts with page one (1) being the title sheet followed by the site plan. The cover sheet will include the project location. Use the Fairchild AFB Standard Title Sheet Layout. The rest of the pages shall be Fairchild AFB Standard Layout and will be in sequence according to the engineering discipline.

b. Not all the pages listed below will be used in every project, with the exception of the cover sheet. Don’t overcrowd a sheet; use as many sheets as required per main title before continuing to the next main title.

c. Cover sheet (use FAFB Standard Title Sheet Layout): The following items will be on the cover.

i. Project Location: the project location or construction site will be circled and the words PROJECT LOCATION with an arrow darkened in pointing to the circle.

ii. Contractor storage area if different from the Project Location

iii. Haul Route: the haul route will be shown on the cover sheet using the symbol shown on the cover sheet (standard symbols), the thickness of the arrow may vary.

iv. Project Title: as assigned by programming personnel.

v. Project Number: assigned by programming personnel.

vi. Drawing Number: assigned by drafting personnel.

vii. Drawing Index: the cover sheet will always be page 1.

viii. Signatures: the project technician (draftsperson) will sign his/her name and the project engineer will acquire the remainder of the signatures required. Where no signature is required, N/A (not applicable) will be used.

ix. Date: the date will be placed on the cover sheet upon completion of 100% design.

d. Site Plan (minimum scale of 1” = 50’): Shall correspond to WGS 84, UTM Zone 11N

i. Existing site plan will show all buildings, utilities, sidewalks, parking areas, roads and graveled areas within the scope of work.

ii. New site plan will show the same as the existing and all new utilities, roads, sidewalks, etc. and those items abandoned or removed.

iii. Contour line will be shown on both new and existing site plans.

iv. The scale will be large enough to clearly show all the details.

v. Building location and orientation.

vi. Grading and drainage plan including subsurface.

vii. Soil boring plans and logs.

viii. Plan and profile sheets where applicable.

ix. Details of connection into existing utilities.

e. Landscape plan and plant schedule (same scale as the site plan)

f. Architectural.

i. Overall key floor plan with room legend.

ii. Floor plan.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

iii. Interior color and finish schedules.

iv. Door and window schedules including hardware schedules.

v. Elevations.

vi. Reflected ceiling plan.

vii. Architectural sections and details.

viii. Roof framing and Roof Plan.

ix. Furniture plan and schedule, if applicable.

g. Structural.

i. Footing and foundation plans and details.

ii. Roof framing plans and details.

h. Mechanical.

i. Plumbing plans, layouts and riser diagrams.

ii. HVAC and duct work, return air, registers and roof vents.

iii. Plumbing and HVAC details.

iv. Show all cabinets and shelves on the floor plans.

v. Fixture and equipment schedules.

vi. Control diagrams, EMCS criteria, and locations.

i. Electrical.

i. One-line diagram showing complete existing electrical service entrance from primary feeder including service transformer(s).

ii. Primary and/or secondary taps.

iii. Primary and/or secondary switchgear.

iv. Service entrance.

v. Main distribution panel.

vi. Step-down transformers (if any) and all panels associated with the construction.

vii. Revised one-line diagram showing complete electrical service with changes clearly identified.

viii. New and existing material identified accordingly.

ix. Switching and controls.

x. Fixture schedules.

xi. Mounting details.

xii. Lighting equipment and schedules.

xiii. Floor plans with power, lighting and signal plan for each floor and/or affected area.

xiv. Show equipment schedules and identified location of equipment.

xv. All outlets for electrical, telephone, television cable, and computer.

xvi. Show fire alarm plans, panels, detection and pull stations.

j. If the project is a remodel or alteration there will be a demolition plan for each discipline. The demolition plan will go before the new plan.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

k. Due to the size of some buildings, the floor plan may have to split to show the required detail.

If the floor plan requires splitting because it cannot be fit on one sheet, then the relative sheets shall be sequentially numbered.

6. Government Furnished Material (GFM)

a. Title block and border sheets templates

b. Information on existing conditions

c. Electronic reference files containing the Government’s standard border sheets. Reference files will be provided on CD-ROM

C. MAPPING STANDARDS/SURVEY STANDARDS

1. Digital AutoCad/geospatial/mapping data is required to be submitted for all work outside the bounds of footprints of buildings and structures. This includes, but is not limited to, building and structure footprints, utilities, infrastructure, survey data, etc. Format for this data should be either AutoCAD, *shp file, or a geodatabase.

2. Metadata describing spatial features shall be collected and stored within dataset for features using AutoCAD Map3D, a geodatabase or shapefiles. As a last resort, metadata can be organized using an Excel spreadsheet.

Table G.1 Required Geodatabase Fields Utility Tab Data Fields Potable Water G-1 Label, Coordinates (Northing and Easting), Nominal Diameter

(in), Length (ft), Pipe Material, Depth (ft-in), Valve/Hydrant Number, Valve Size, Valve Type, Installation Year, Condition

Sanitary Sewer G-2 Label, Coordinates (Northing and Easting), Diameter (in), Length (ft), Pipe Material, Invert Elevation, Manhole Number, Manhole Construction, Installation Year, Condition

Storm Sewer G-3 Label, Coordinates (Northing and Easting), Diameter (in), Length (ft), Pipe Material, Invert Elevation, Manhole Number, Manhole Construction, Installation Year, Condition

Electrical G-4 Label, Coordinates (Northing and Easting), Conduit Size, Cable Size, Transformer Size, Transformer Type, Hand Hole Type

Heat Systems G-5 To be determined Natural Gas G-6 Label, Coordinates (Northing and Easting), Diameter (in), Length (ft), Pipe Material, Depth (ft-in), Valve/Meter Type, Installation Year, Condition, Leak Detection Date, Regulator Pressures

Liquid Fuels G-7 Label, Coordinates (Northing and Easting), Diameter (in), Length (ft), Pipe Material, Depth (ft-in), Valve/Meter Type, Installation Year, Leak Detection Date, Condition

Cathodic Protection G-8 Label, Coordinates (Northing and Easting), Anodes Size Navigation Aids H-1 Label, Coordinates (Northing and Easting) Communication H-2 Label, Coordinates (Northing and Easting), Conduit Size, Cable

Size?

Traffic I-2.1 Street (Branch) Name, Branch Number, Section, Pavement

Material, Pavement Thickness, Width (ft), Length (ft), Area (sf), Last Construction/Rehab Date, Last PCI, PCI Date, Condition, Recent Maint. and Repair Work/Date, Maint. And Repair Action Required/Date

D. GOVERNMENT-FURNISHED MAPPING, CHARTING, AND GEODESY PROPERTY

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

1. Definition: “Mapping, charting, and geodesy (MC&G) property” means geodetic, geomagnetic, gravimetric, aeronautical, topographic, hydrographic, cultural, and toponymic data presented in the form of topographic, planimetric, relief, or thematic maps and graphics; nautical and aeronautical charts and publications; and in simulated, photographic, digital, or computerized formats.

2. The Contractor shall not duplicate, copy, or otherwise reproduce MC&G property for purposes other than those necessary for performance of the contract.

3. At the completion of performance of the contract, the Contractor, as directed by the Contracting Officer, shall either destroy or return to the Government all Government-furnished MC&G property not consumed in the performance of this contract.

E. SUBMISSION REQUIREMENTS

1. Electronic Digital Media

a. Electronic digital media shall be submitted with the first submittal and at 100% design. Digital media submitted at first submittal will allow for testing between A-E and Government computer platforms. All other drawing submittals shall be made with ink on paper.

b. Electronic digital media shall be submitted on CD-ROM (CD-R or CD-RW format, 700 MB), and be readable by a WINDOWS Vista compatible system.

c. The external label for electronic digital media shall contain the following information:

i. Format and version of operating system (e.g., Windows Vista).

ii. Utility software and version used for preparing and copying files.

iii. Media sequence number.

iv. Short description of media content.

v. The Contract Number (and Delivery Order Number if applicable) and date.

vi. The Project Number and Project Title.

d. A transmittal sheet containing the following information shall accompany the media:

i. Information included on the external label of the electronic digital media.

ii. Total number of disks submitted.

iii. List of the names and descriptions of the files on each disk.

iv. Instructions for transferring the files from the media.

v. Certification that all delivery media are free of known computer viruses.

vi. A statement including the name(s) and release date(s) of the virus-scanning software used to analyze the delivery media. The virus-scanning software shall be the current version at the time of delivery of the media.

vii. The date the virus scan was performed.

viii. The operator’s name that performed the virus check.

ix. A statement indicating that the A-E will retain a copy of all delivered electronic digital medial (with all files included) and will provide additional copies of each to the Government, if requested, at no additional cost for at least 1 year.

x. A list of all deviations from the standards (i.e., layer schemes, file-naming convention, hatching, symbols).

xi. A list of all database files associated with each drawing, as well as a description.

2. Plotted Drawings

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

a. All drawings shall be plotted on good quality white bond paper.. Drawings shall be prepared in accordance with Fairchild AFB’s standards.

3. AutoCAD Files

a. AutoCAD files shall not include rasters or superhatch.

b. Drawing File Names:

i. The file name for each drawing sheet, along with the date of last revision, will be placed along side the title block. This is an attribute attached to the drawing sheet drawing (DWGSHT.DWG), when the DWGSHT is first inserted you will be asked to fill in this information. For additional drawing session, use the “DDATE” command to change the revision date. File Names for Project Master Files (PMF) will be based on three factors:

ii. The first factor is the drawing number that is assigned to the project by 92 CEPT Chief of Technical Support, or CEPM Chief of Construction Management. This four-digit number will be on all sheets, on the coversheet, and each drawing sheet in the lower right corner of the title block, where it says “Drawing Number”.

iii. The second factor is the engineering discipline (if required). Common disciplines are as follows, but additional designators are in Chapter 2 of the A/E/C CAD Standard.

Title/Cover Sheet T

Civil/Site Work C

Hazardous Materials H

Architectural A

Structural/Foundation S

Mechanical (HVAC) M

Plumbing P

Electrical E

Fire Protection F

Landscape Architecture L

iv. The third factor is the page number within the engineering discipline. An example of this would be: the Civil site plan, first Civil sheet for a project with a project number 12-0001.

The drawing file name will be 12-0001_C1.DWG. If it is the third Electrical sheet for the same project, the file will be named 12-0001_E3.DWG. The cover sheet will always be named 12-0001_T1.DWG.

c. Final drawings shall be submitted in AutoCAD. Drawings produced using another software package shall be acceptable provided all drawings are converted to and 100% compatible with AutoCAD drawing files prior to receipt by the government. Any features peculiar to the development software used, such as shape files, menus, blocks, etc., that are not accessible using the basic AutoCAD package are not acceptable and must be modified to ensure the drawing files may be easily edited by government personnel.

d. Drawing files shall be .DWG format and shall not include back up files or compressed in any way.

e. Each AutoCAD file shall contain the contents of only one drawing sheet.

f. Every final plotted drawing sheet shall have its own separate electronic drawing file.

g. Make sure all reference files are attached without device or directory specifications.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

h. All externally-referenced drawings (xref’s) shall accompany each file where it is used; do not bind xref’s. All unused blocks, Dimstyles, Layers, linetypes, Shapes and Styles shall be purged from each file.

i. Remove all data not needed by that drawing file.

j. The designer will verify that a four digit drawing number is assigned to the project based on the criteria specified below, in Paragraph 23, and that all GFM have been provided by the 92 Civil Engineer Squadron, Programs Flight.

k. The final AutoCAD drawings shall exhibit good drafting practice to allow for easy changes and minimal storage requirements.

l. Drawings shall make use of features to limit drawing size and complexity wherever possible.

m. Remove all graphics outside the design and border areas. Erase any information not relevant to the project.

n. Compress and reduce all graphic files to allow minimum file size while still displaying information legibly. Purge all AutoCAD files.

o. Include all files, both graphic and non-graphic, required for the project.

p. Assure all support files such as those listed above are in the same directory and that the references to those files do not include device or directory specifications.

q. Include any standard sheets (i.e., abbreviation sheets, standard symbol sheets, etc.)

necessary for a complete project.

r. Document any fonts, tables, symbols, blocks, reference drawings, etc., developed by the A-E or not provided with the GFM.

s. The following information shall accompany each exchange of AutoCAD drawings:

i. A list of drawings and their contents, together with uncompressed file sizes.

ii. The plotting scale and the plotted size of each drawing.

iii. A printed copy of the corresponding file, ACAD.LIN, for line type information whenever a customized ACAD.LIN file is used.

iv. A list of sizes and positions of pens on the plotter for plotting the subject drawings. This is necessary to determine line thickness.

v. An explanatory list of all layers that do not conform to the standard AIA CAD Layer Guidelines. This includes any user definable fields permitted by the guidelines.

vi. A descriptive list of blocks and whether they contain attribute data. Blocks that do not contain attribute data shall be exploded and purged.

t. If non-standard fonts are used, .SHX files shall be included.

u. Create a folder where all “extra” files are contained for extra fonts, x-refs, and survey data.

CD shall contain all DWG’s with proper naming convention and a support folder for all ancillary data used for the project.

4. Geospatial/Mapping Data Files

a. All mapping data will be verified to ensure accuracy and quality of data.

5. Other Computer Files

a. All design packages shall include a “READ ME FIRST” file that shall illustrate how documents or files are structured in the database.

b. Non-graphic information (i.e., databases) associated with AutoCAD drawings shall be submitted in formats compatible with Microsoft® Office 2007.

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

i. All master graphics shall be in the following formats only:

a. Tag Image File Format (TIFF)

b. Joint Photographics Expert Group (JPEG) format

c. Graphics Interchange Format (GIF)

d. Seamless Image Database (SID) format

ii. File compression shall be employed to limit the file size of raster graphics.

iii. All links to external graphics and non-graphic information shall be maintained, or automatically reconstructed, when transferred to the Government.

c. It is the contractor’s responsibility to ensure compatibility.

d. All design project drawing title blocks shall include a “Drawing Number” issued by the 92CEP/CEPM Project Manager. This applies to all projects solicited through the Fairchild AFB Contracting Office. This four-digit number identifies the entire set of project drawings and facilitates the base drawing filing system.

END OF DATA SHEET

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS

SUBMITTAL CHECKLIST

Section Para Requirement Yes No N/A Comments

A.1 SPECIFICATIONS, DRAWINGS, AND MAPPING

B.3.a. Final drawings submitted in most current version of AutoCAD E.3.s. Final drawings verified using TSWS Standard Review

Program

E.4.a. GIS files verified using Geodatabase Compliance Checker

A.2 STRUCTURAL AND CIVIL REQUIREMENTS

A.1.a. Roof Live Loads based on ground snow loads of 40, 74, and/or 84 psf

A.1.b. Wind Loads shall be 85 mph basic wind velocity applied per

ASCE 7

A.2.a. Design per US Army TI 809-04 and/or TI 809-05 A.2.a. NEHRP ground vel. Coeff = 0.05 and Risk group = C1 A.4.a. Separate access for mechanical, electrical, and communication rooms

A.4.b. Communication equipment is not in same room as mechanical or electrical equipment

A.5.a. Foundations below frost line; minimum of 4 feet below grade

A.3 ENVIRONMENTAL

A.3. Environmental Impact Analysis prepared D.1. Use of Recycled Products required E.3. Base Air Quality Engineer notified as applicable F.6. Stormwater conveyances designed for 25-yr event (4” per hr for 5 min duration)

I.1. Requirement for asbestos survey I.2. Requirement for certification of no ACBM for new construction

J.1. Requirement for LBP survey

A.4 ANTI-TERRORISM/FORCE PROTECTION

A.1. Does the design follow the guidelines in the UFCs

DIVISION 01 – GENERAL REQUIREMENTS

011100 SUMMARY OF WORK (Fairchild Specification) all Fairchild Specification included

012543 PRODUCT SUBSTITIUTION PROCEDURES (Fairchild

Specification) all Fairchild Specification included

013100 PROJECT MANAGEMENT AND COORDINATION (Fairchild form RFI form included

013200 CONSTRUCTION PROGRESS DOCUMENTATION

A.1. Do specs note that work plan is needed 21 days before escorts are available

013300 SUBMITTAL PROCEDURES…