Attachment_3,_2018_Base_Design_Standards_(BDS).PDF

FAIRCHILD AIR FORCE BASE DESIGN STANDARDS 30 April 2018

TITLE PAGE PAGE 1 OF 1

BASE DESIGN STANDARDS

FAIRCHILD AIR FORCE BASE

WASHINGTON

Revised 30 April 2018

Attachment 3 2016 Base Design Standards (BDS)

DIVISION OUTLINE PAGE 1 OF 1

DIVISION OUTLINE

Table of Contents Introduction References

Miscellaneous Requirements

Division A Design Specific 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

FAIRCHILD AIR FORCE BASE DESIGN STANDARDS --TABLE OF CONTENTS 30 April 2018

TABLE OF CONTENTS PAGE 1 OF 5

TABLE OF CONTENTS

Pages In Description Section

Introduction References

Division A – Design Specific 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 Environmental Forms Section A.4 – Antiterrorism / Force Protection Data Sheet Section A.5 – Demolition 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 014516 Quality Requirements Data Sheet Fairchild Specification Daily Construction Quality Control Report

Attachment 3

TABLE OF CONTENTS PAGE 2 OF 5

Contractor Test Report Section 015000 – Temporary Facilities and Controls Data Sheet 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 Data Sheet

Division 02 – Existing Conditions Section 020000 – General Requirements Data Sheet Section 028200 – Asbestos Abatement Fairchild Specification

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

Attachment 3

TABLE OF CONTENTS PAGE 3 OF 5

Data Sheet

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 Specification Guideline

Division 09 – Finishes Section 090000 – General Requirements Data Sheet Section 093013 – Ceramic Tile Data Sheet Section 096800 – Carpet Data Sheet Fairchild Specification

Division 10 – Specialties Section 100000 – General Requirements Data Sheet Section 101400 – Signage Data Sheet

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

TABLE OF CONTENTS PAGE 4 OF 5

Division 22 – Plumbing Section 220000 – General Requirements Data Sheet

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 Data Sheet Section 262713 - Electric Meters Specification Section 263213 - Engine Generators Data Sheet Section 264200 – Cathodic Protection Data Sheet

Division 27 – Communications Section 270000 – General Requirements Data Sheet Section 275116 – Mass Notification Systems Data Sheet Section 275400 – Klaxon and Naoc Alarm System Data Sheet Detail Sheet Detail 1 – Klaxon System at Facility Detail 1 – NAOC System at Facility

Division 28 – Electronic Safety and Security Section 284611 – Carbon Monoxide Detection and Alarm Data Sheet Section 284620 – Fire-Alarm System Data Sheet

Division 31 – Earthwork Section 312000 – Earthwork Data Sheet

Division 32 – Exterior Improvements Section 320000 – General Requirements

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

Attachment 3

TABLE OF CONTENTS PAGE 5 OF 5

Detail 4 – Outdoor Bench Section 321600 – Curbs and Gutters

Detail Sheet Detail 1 – Typical Curb and Gutter Detail 2 – Typical Curb Cut Detail 3 – Asphalt Curb Backing Detail 4 – Earthen Curb Backing

Section 323100 – Fences and Gates Data Sheet

Detail Sheet Detail 1 – Wall Column Detail 2 – Screen Wall Detail 3 – Wall Screen or Enclosure

Section 328400 – Planting Irrigation Data Sheet Detail 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 –Planting Data Sheet Contractor Pesticide Documentation Rqmts Section 329300 – Plants

Detail Sheet Detail 1 – Clear View Triangle Detail 2 – Tree Planting Detail 3 – Shrub Planting Detail 4 – Ground Cover Planting Landscape Master Plan..………………………………………………7 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 Section 331233 – Water Metering Spec Section 335113 – Natural Gas Meter Spec

END OF TABLE OF CONTENTS

INTRODUCTION PAGE 1 OF 1

INTRODUCTION

The Fairchild AFB Base Design Standards shall be used as a supplemental directive to provide detailed information to Architect-Engineer (A-E) firms/Design-Build contracts 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, Engineering Flight (92 CES/CENM). 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 2018 Edition of the Fairchild AFB Base Design Standards supersedes the 22 August 2016 Edition.

Submit corrections to 92d Civil Engineer Squadron, Engineering Flight (92 CES/CENM).

REFERENCES PAGE 1 OF 5

REFERENCES

The following publications are referenced in this Base Design Standards. The designer shall use the current version at the time of their contract award.

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

Asbestos Management Program

Base General Plan

Cultural/Environmental Resource Inventory

Force Protection Construction Standard

Green Procurement Program Plan

Landscape Master Plan Brief

Lead Exposure & Lead-based Paint Management Plan

Pollution Prevention Management Action Plan

Resource Management Plan

Stormwater Management Plan

Stormwater Management Procedures Manual

Urban Tree Plan

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

Supplement to UFC 3-580-01

Air Force Civil Engineer Center - http://www.afcec.af.mil

Engineering Technical Letters – http://www.wbdg.org

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

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

ETL 09-13, Irrigation of Installation Turfgrass and Landscaping

Air Force Life Cycle Management Center

ESE-SIT-0001, Siting Criteria for Intrusion Detection Systems - Standardized Electronic Security Equipment Siting and Design Guidance for Permanent Installations Force Protection Systems Test- Siting Criteria-004, Security Sensor-Compatible Fence Requirements (ESE-SIT-0001 is a FOUO Pub)

Air Force Manual (AFMAN), http://www.e-publishing.af.mil

AFMAN 32-1084, Facility Requirements

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

AFI 31-101, Integrated Defense and AMC Supplement 1 to AFI 31-101, Integrated Defense (AFI 31- 101 is a FOUO Pub)

Attachment 3 2016 Base Design Standards (BDS) http://www.afcec.af.mil/ http://www.wbdg.org/ http://www.e-publishing.af.mil/

REFERENCES PAGE 2 OF 5

AFI 32-1024, Standard Facility Requirements

AFI 32-7040, Air Quality Compliance and Resource Management

AFI 32-7086, Hazardous Materials Management

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

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

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

Facility Management Standard for Facilities, Infrastructure, and Environment (FMSFIE) Release 2.40

Spatial Data Standard for Facilities, Infrastructure, and Environment (SDSFIE) Release 2.31

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

EM 385-1-1, Safety and Health Requirements

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

Unified Facilities Criteria (UFC)

UFC 1-200-01, General Building Requirements

UFC 3-101-01, Architecture

UFC 3-120-01, Design: Sign Standards

UFC 3-201-01, Civil Engineering

UFC 3-260-01, Airfield and Heliport Planning and Design

UFC 3-260-03, Pavement Design for Airfields

UFC 3-201-02, Landscape Architecture

UFC 3-301-01, Structural Engineering

UFC 3-310-04, Seismic Design for Buildings

UFC 3-401-01, Mechanical Engineering

UFC 3-410-01, Heating, Ventilating, and Air Conditioning Systems

UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design

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

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

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

UFC 4-021-01, Design and O&M: Mass Notification Systems

UFC 4-022-01, Security Engineering: Entry Control Facilities / Access Control Points

UFC 4-022-02, Selection and Application of Vehicle Barriers

UFC 4-022-03, Security Fences and Gates

UFC 4-211-01, Aircraft Maintenance Hangars

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

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

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

FAFBI 32-7086, Hazardous Material Management https://cadbim.usace.army.mil/ http://www.wbdg.org/

REFERENCES PAGE 3 OF 5

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

ACI 305R, Hot Weather Concreting

ACI 306R, Cold Weather Concreting

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

S100-12 Cold-Formed Steel Design Manual (latest edition)

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

ASCE 10 (or latest edition), Minimum Design Loads for Buildings and Other Structures

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

AWI P-208, Quality Standards Illustrated

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.org

CRI 104, Standard for Installation Specification of Commercial Carpet

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

Title 3 - The President (Executive Orders)

3CFR11593, Protection and Enhancement of the Cultural Environment

3CFR13693, Planning for Federal Sustainability in the Next Decade

Title 36 - Parks, Forests, and Public Property

36CFR800, Protection of Historical Properties

Title 40 - Protection of Environment

40CFR82, Protection of Stratospheric Zone

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

40CFR260, Hazardous Waste Management System: General

Attachment 3 2016 Base Design Standards (BDS) http://www.concrete.org/ http://www.steel.org/ http://www.asce.org/ http://www.awinet.org/ http://www.astm.org/ http://www.carpet-rug.org/ http://www.gpo.gov/

REFERENCES PAGE 4 OF 5

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

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

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

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

Approval Guide

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

HB-9, IESNA Lighting Handbook

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

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

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

International Fire Code®

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

All applicable National Fire Protection Association (NFPA) Standards

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

Guidelines on Assessment and Remediation of Fungi in Indoor Environments

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

Spokane Regional Stormwater Manual

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

Regulation I

Spokane County Regional Health District, www.srhd.org

Solid Waste Handling Standards

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

UL 2034, Single and Multiple Station Carbon Monoxide Alarms

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

Architectural Barriers Act

Attachment 3 2016 Base Design Standards (BDS) http://www.fgdc.gov/ http://www.fmglobal.com/ http://www.ies.org/ 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.seaw.org/ http://www.ul.com/

REFERENCES PAGE 5 OF 5

Emergency Planning and Community Right-to-Know Act

Farm Security and Rural Investment Act

Federal Insecticide, Fungicide and Rodenticide Act

National Historical Preservation Act

Resource Conservation and Recovery Act (RCRA)

Toxic Substances Control Act

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

END OF REFERENCES

2016 Base Design Standards (BDS) http://apps.leg.wa.gov/wac

DIVISION A – DESIGN SPECIFIC REQUIREMENTS PAGE 1 OF 1

DIVISION A – DESIGN SPECIFIC

REQUIREMENTS

BASE DESIGN STANDARDS

FAIRCHILD AIR FORCE BASE

WASHINGTON

DIVISION A – DESIGN SPECIFIC REQUIRMENTS DATA SHEET

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 1 OF 10

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™ 2016, 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 CENM 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. All drawings developed by Contractors to be used for construction shall be reviewed and stamped by a registered Professional Engineer or Architect, as appropriate, to determine that the work meets all applicable requirements and codes. This is applicable for both new construction and repair work.

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.

Attachment 3

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 2 OF 10

ii. Reflected ceiling plan grid.

iii. Lighting fixture layouts.

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 Autodesk® and shall be compatible with AutoCAD®. Verify with 92 CES/CENME for the current version to utilize.

4. Drawing Standards

a. “Drawings”: Graphic and textual information organized on a two-dimensional surface for the purpose of conveying data about a specific portion of a project.

b. The Contractor shall submit all CAD data in the *.dwg, *.dgn, *.dxf format IAW the US Army Corps of Engineers Architecture, Engineering, and Construction standards version 6.0 (A/E/C 6.0)

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

h. American National Standards Institute (ANSI) sized paper shall be used for all plots. Full size drawings shall be on D 22x34 size paper.

i. 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.

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

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

Attachment 3

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 3 OF 10

l. 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

m. Fonts

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

n. 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”.

o. Use arrowheads only for dimensions/leaders.

p. Dimension Lines

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

Layer name shall 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.

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.

Attachment 3

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 4 OF 10

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.

q. 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.

r. 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.

s. 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.

t. 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.

u. 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.

v. 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.

w. 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.

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

y. 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.

z. A library of standard symbology details can be found in A/E/C CAD Standards, Appendix D and can be downloaded at: https://cadbimcenter.erdc.dren.mil. 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 line types.

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

Attachment 3 2016 Base Design Standards (BDS) https://cadbimcenter.erdc.dren.mil/

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 5 OF 10

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 (if applicable).

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 (if applicable).

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 or Contractor shall disclose what coordinate system, projection and datum were used for their project work so data can integrate easily with GeoBase.

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.

iii. Interior color and finish schedules.

iv. Door and window schedules including hardware schedules.

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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.

j. Fire Protection/Life Safety

i. All provisions as required IAW UFC 3-600-01; Section 1-7

k. 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.

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l. 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

1. Definition: “Mapping, charting, and geodesy (MC&G) property” means geodetic, geomagnetic, gravimetric, aeronautical, topographic, hydrographic, cultural, and toponymic data presented in

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SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 8 OF 10

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 for all submittals.

b. Electronic digital media shall be submitted on DVD-ROM or CD-ROM), and be readable by a WINDOWS 10 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 10).

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.

vii. Coordinate System, Projection and Datum

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

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

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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 alongside the title block. This is an attribute attached to the drawing sheet drawing (DWGNAME.DWG), when the DWGNAME 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.

ii. A drawing number is assigned to the project by 92 CENME Chief of Execution Support, or CENM 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 page numbers should be as follows: 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.

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, Engineering 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.

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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 2013, or ESRI ArcGIS geodatabase.

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/CENM, 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

DIVISION A – DESIGN SPECIFIC REQUIRMENTS ATTACHMENT

SECTION A.1 – SPECIFICATIONS, DRAWINGS, AND MAPPING REQUIREMENTS PAGE 1 OF 8

SUBMITTAL CHECKLIST

Section Para Requirement Yes No N/A Comments

DIVISION A – DESIGN SPECIFIC REQUIREMENTS

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

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

B.3 Wind loads are per UFC 3-301-01 (latest edition) Table E-1 (based on Risk Categories) applied per ASCE 7

C.3. Seismic loads for building rehabilitation/renovation designs are to be per UFC 3-310-04 Seismic Design for Buildings. Seismic loading data is per UFC 3-301-01 (latest edition) Table E-3 (based on Risk Categories).

C.3. Seismic requirements for non-building structures and mechanical and electrical equipment to be IAW UFC 3-301- 01 and UFC 3-310-04.

J.1 Separate access for mechanical, electrical, and communication rooms

J.2 Communication equipment is not in same room as mechanical or electrical equipment

D.1 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

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

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Section Para Requirement Yes No N/A Comments A.1. Do specs note that work plan is needed 21 days before escorts are available

013300 SUBMITTAL PROCEDURES (Fairchild Specification)

013520 SAFETY REQUIREMENTS

all Fairchild Specification included

013543 ENVIRONMENTAL PROCEDURES (Fairchild Specification) all Fairchild Specification included form Solid Waste…