24R0001_Atch2-MstrBDGSpecs21SEP2022.pdf

FAIRCHILD AIR FORCE BASE DESIGN GUIDE --TABLE OF CONTENTS 21 Sep 22

TABLE OF CONTENTS PAGE 1 OF 2

TABLE OF CONTENTS

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 01 – General Requirements Section 011100 – Summary Of Work

Fairchild Specification Section 012513 – Product Substitution Procedures

Fairchild Specification Section 013100 – Project Management and Coordination

Fairchild Specification Section 013300 – Submittal Procedures

Fairchild Specification Section 013520 – Safety Requirements

Fairchild Specification Section 013543 – Environmental Procedures

Fairchild Specification Section 014510 – Quality Requirements

Fairchild Specification Section 015000 – Temporary Facilities and Controls

Fairchild Specification Section 016000 – Product Requirements

Fairchild Specification Section 017329 – Cutting and Patching

Fairchild Specification Section 017700 – Closeout Procedures

Fairchild Specification Section 017720 – Equipment-In-Place List

Fairchild Specification Equipment-In-Place List

Section 017823 – Operation and Maintenance Data Fairchild Specification

Section 017836 – Warranties Fairchild Specification

Section 017839 – Project Record Documents Fairchild Specification

Division 02 – Existing Conditions

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Section 028200 – Asbestos Remediation Fairchild Specification

Division 07 – Thermal and Moisture Protection Section 074113 – Metal Roof Panels Fairchild Specification

Division 08 – Openings Section 087100 – Door Hardware Specification Guideline

Division 09 – Finishes Section 096800 – Carpet Fairchild Specification

Division 10 – Specialties

Division 23 – Heating, Ventilating, and Air-Conditioning (HVAC) Section 230900 – Instrumentation And Control For HVAC Specification

END OF TABLE OF CONTENTS

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REFERENCES PAGE 1 OF 3

REFERENCES

The following publications are referenced in this Base Design Guide. 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)

Installation Facility Standards

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 (Current Versions) – http://www.wbdg.org

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) (Current Version)

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

AFMAN 32-1084, Facility Requirements (Current Version)

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

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

ERDC/ITL TR-12 01 - 6, A/E/C CADD Standards, Release 6.1

A/E/C CADD Graphics Standards, Release 2.1

Spatial Data Standard for Facilities, Infrastructure, and Environment (SDSFIE) Release 3.1.1

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REFERENCES PAGE 2 OF 3

Department of Army, U.S. Army Corps of Engineers Manual (Current Version)

EM 385-1-1, Safety and Health Requirements (Current Version)

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

Unified Facilities Criteria (UFC) (Current Versions)

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

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

Non-Military References ACI International, http://www.concrete.org (Current Versions)

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

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

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

ASTM International, http://www.astm.org (Current Versions)

Carpet and Rug Institute http://www.carpet-rug.org (Current Versions)

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

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

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

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

Approval Guide (Latest Edition)

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

HB-9, IESNA Lighting Handbook (Current Version)

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 (Latest Edition)

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

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

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

Corrosion Specialist Certification (Current Version)

• Cathodic Protection Specialist Certification (Current Version)

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

NECA 1, Good Workmanship in Electrical Contracting, (Current Version)

National Fire Protection Association (NFPA), http://www.nfpa.org

All applicable National Fire Protection Association (NFPA) Standards (Latest Edition)

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Attachment 2 - 2022 Master Base Design Guide Specifications http://www.wbdg.org/ http://www.concrete.org/ http://www.steel.org/ http://www.awinet.org/ http://www.astm.org/ http://www.carpet-rug.org/ http://www.gpo.gov/ 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/

REFERENCES PAGE 3 OF 3

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

Guidelines on Assessment and Remediation of Fungi in Indoor Environments (Latest Edition)

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

Spokane Regional Stormwater Manual (Latest Edition)

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

Regulation I (Latest Edition)

Spokane County Regional Health District, www.srhd.org

Solid Waste Handling Standards (Latest Edition)

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

Snow Load Analysis for Washington, Latest Edition)

Underwriters Laboratories, http://www.ul.com (Current Listings)

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 (Latest Editions)

Architectural Barriers Act

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 (Current Versions)

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 (Current Version)

END OF REFERENCES

Attachment 2 - 2022 Master Base Design Guide Specifications http://www.nyc.gov/ http://www.spokanecounty.org/ http://www.spokanecleanair.org/ http://www.srhd.org/ http://www.seaw.org/ http://www.ul.com/ http://www.gpo.gov/fdsys/browse/collectionUScode.action?collectionCode=USCODE http://apps.leg.wa.gov/wac

FAIRCHILD AIR FORCE BASE DESIGN GUIDE 21 Sep 2022

DIVISION A – DESIGN SPECIFIC REQUIRMENTS

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

DATA SHEET

DIVISION A – DESIGN SPECIFIC

REQUIREMENTS

BASE DESIGN GUIDE

FAIRCHILD AIR FORCE BASE

WASHINGTON

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

DIVISION A – DESIGN SPECIFIC REQUIREMENTS

SECTION A.1 - SPECIFICATIONS, DRAWINGS, AND MAPPING

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 the MasterFormatTM 2020, published by the Construction Specifications Institute (CSI)

(https://www.csiresources.org/home) and available online at https://www.csiresources.org/standards/masterformat

b. Specifications shall be produced digitally.

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 recent version of 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 a CD-ROM, DVD, or digital medium as determined by the Project Manager (e.g. e-mail, Microsoft®

SharePoint, etc.)

c. Base Design Guide Submittal Checklist

i. For each design phase (35%, 65%, 95%, 100%), 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 files will be submitted to CENM to ensure compliance with Air Force standards.

d. Codes

i. All design and construction work shall be in strict accordance with all current

Federal, State, and local codes and regulations, including, 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. The 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, FA462024R0001

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

to determine that the work meets all applicable requirements and codes. This applies to both new construction and repair work.

b. The designer responsible for developing each drawing shall provide electronic copies to other designers when the drawings are used as a reference.

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

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

e. Below are examples of background drawings that require coordination regularly:

i. Background Architectural Floor Plans.

ii. Reflected Ceiling Plan Grid.

iii. Lighting Fixture Layouts.

iv. Diffuser and Grille Layouts.

2. As-Built/Final Drawings

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

b. As-Builts of a project, or a portion of the project, within the structure footprint shall be in the appropriate AutoCAD format and follow the standards listed below.

c. As-Builts of a project, or a portion of the project, outside the bounds of the structure footprint, can be submitted in any of the following formats: AutoCAD *.dwg, *.shp, or *.gdb.

For survey data, in addition to presenting the data in any of the aforementioned formats, Microsoft Excel *.xls or *.csv shall be included with point coordinates and the corresponding feature code/description for each point.

3. Computer-Aided Drafting and Design (CADD) Software

i. All drawings shall be accomplished and developed using AutoDesk® AutoCAD

Software. Verify with 92 CES/CENME for the current version to utilize.

4. Drawing Standards

a. Drawings are defined as graphic and textual information organized on a two-dimensional surface to convey data about a specific portion of the project.

b. The Contractor shall submit all CAD data in the *.dwg, *dgn, or *.dxf format IAW the United

States Army Corps of Engineers Architecture, Engineering, and Construction Standards

Release 6.1 (A/E/C CAD Standard R6.1)

c. A-E shall utilize both Model and Layout View for its drawing files. All drawings shall be drawn full size (1:1) in Model View. The Layout View shall contain an externally-referenced border sheet with a viewport(s) showing the applicable portions in the Model View; if applicable, any general notes shall be placed on the far-right column of the drawing area.

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

Additionally, there will only be one Layout View in each drawing file in a ready-to- plot configuration.

d. To minimize design efforts, a master drawing shall be created in each discipline (e.g. floor plans, border sheets, etc.) and externally referenced into individual sheet drawings.

e. To reduce file sizes and 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 (e.g. roof plans, mechanical room plans), each area shall be drawn in its relative position in coordinate space. Additionally, a key plan viewport showing the relative position for the specified area shall be placed on the bottom right of the Layout View.

f. Drawings and references shall use an origin of 0,0,0. Additionally, all blocks and external references shall be inserted at the origin of 0,0,0.

g. Scales and measurements within the structure footprint and detail drawings shall be in

Architectural units. All scales and measurements outside the structure footprint shall be in

Engineering units. The configuration for these settings is detailed below:

i. Architectural Units

1. Unit Type: Architectural Unit = 1”

2. Precision: 0’-0 1/8”

3. Angle Type: Decimal Degrees

4. Precision: 0.00°

5. Insertion Scale: Inches

6. Direction: East 0, North 90, West 180, South 270

ii. Engineering Units

1. Unit Type: Decimal Unit = 1’-0”

2. Precision: 0.00

3. Angle Type: Deg/Min/Sec

4. Precision: 0°00’00”

5. Insertion Scale: Inches

6. Direction: East 0°, North 90°, West 180°, South 270°

h. Lines

i. Line widths shall correspond with their corresponding typical use and line thickness outlined in A/E/C CAD Standard R6.1, Table 3-1.

ii. Line types shall correspond with their corresponding typical use and line weights outlined in A/E/C Graphics Standard R2.1, Figure 4-12. Specific definitions for each of these line types and their uses are documented in A/E/C Graphics Standard R2.1, pg.44-45

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

iii. Dimension Lines are used to show a linear measurement indicated on a drawing.

Dimensions show the extent and significance of the object. Please review the specific standards on the configuration of dimension lines in A/E/C Graphics

Standard R2.1, Section 5.2.

iv. Leader lines shall be used to indicate a part or portion to which a number, note, or other reference applies. They shall be blue (AutoCAD color #5) lines with a closed filled arrowhead. The arrowhead will be 1/3 length at the back side. Set AutoCAD

DIMASZ to 1/8”.

i. Text

i. Only use fonts authorized in the A/E/C CAD Standard R6.1, Section 3.2. The only authorized fonts for AutoCAD drawings are defined is the TrueType font ‘Arial’.

ii. 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 the notes.

iii. All texts, including layer and file naming, shall be capitalized in all drawing sheets.

iv. Abbreviations, orientations, and text heights for texts shall be configured IAW

A/E/C Graphics Standard R2.1, Section 5.1.

j. Section, Elevation, and Detail Identifiers

i. Section, elevation, and detail identifiers shall be modified IAW A/E/C Graphics

Standard R2.1 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; the right portion shall be labeled with the sheet on which the detail, elevation, or section is located on.

ii. Sections are indicated with the symbol found on the cover sheet. These indicators cut through an area of the drawing that shall be shown in a section cut in a sections sheet. The arrow of the section identifier points in the direction that the drawing represents. In the cut plan, the edges of the cut section shall use the SECTION

CUTTING PLANE line type (see A/E/C Graphics Standard R2.1, Figure 4-12) and be identified with a jagged line. All sections are will be lettered sequentially.

iii. Elevations are a view of a vertical surface and are indicated with the symbol found on the cover sheet. When drafting an elevation of a structure, all edges, such as the corner of a building, will be heavier than other details. Elevations will be numbered sequentially throughout the project.

iv. Details are enlarged views of a plan, section, or elevation and are indicated with the symbol found on the cover sheet. Detail symbols will be tied into the area with

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

either a circle around the blown-up area or a leader pointing to it. Details will be numbered sequentially throughout the project.

k. New, Existing, and Demolition Features

i. Utilities will be located on all site plans, both existing and new construction. When placing proposed utilities on a site plan, they will be heavier than existing utilities.

This can be done by using the EXISTING FEATURE and PRIMARY FEATURE line types (see A/E/C Graphics Standard R2.1, Figure 4-12). A site survey shall be done before beginning a drawing. Additionally, the screening feature shall be used for further differentiation by setting new work to 100% (unscreened) and existing work between 20%-60%. If required by contract, a site survey shall be done before beginning a drawing.

ii. New and existing structures shall be distinguishable from each other. This can be done by using the EXISTING FEATURE and PRIMARY FEATURE line types (see

A/E/C Graphics Standard R2.1, Figure 4-12). Additionally, the screening feature shall be used for further differentiation by setting new work to 100% (unscreened) and existing work between 20%-60%. If required by contract, a site survey shall be done before beginning a drawing.

iii. If additional guidance is required for screening procedures, refer to A/E/C CAD

Standard R6.1, Table 3-3 for specific screening considerations.

iv. Demolition plans shall not be combined with new construction. Additionally, notes, key notes, symbol modifiers, patterns, line styles, or callouts shall be used to delineate items to be removed or relocated.

v. To further increase differentiation between new, existing, and demolition features, the ‘optional status code’ portion of the layer naming can be used. When doing so, the corresponding codes are D-Demolition, E-Existing, and N-New.

l. Schedules are used to relay detailed information about specific items/features (e.g. door schedule, window schedule) shown on a drawing set. Schedules shall contain a subject title (Heading), a column identifying an item (Mark), a column for the description of the item

(Item Description), and a column indicating a notable characteristic (Distinguishing

Feature). For the specific graphical configuration for symbols, consult A/E/C Graphics

Standard R2.1, Section 6.

m. Revisions shall be identified with the TRIANGLE symbol and are reserved for incorporating change requests. All areas identified by the TRIANGLE symbol shall be contained within a revision cloud. The TRIANGLE shall be labeled with sequential numbers for amendments and capitalized alphabetical numbers for modifications. All revisions with their corresponding label shall be annotated in the issue block. Note: The TRIANGLE symbol may be used as a symbol for other features as long as the usage is identified in the legend.

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

Additional information on the revisions can be found in A/E/C Graphics Standard 2.1, Section

7.

n. The Keyed Note symbol will be an octagon with a number centered inside. Keyed Notes are used to provide specific notes on specific features requiring further clarification on the sheet. This symbol will be by the object referenced along with the note.

o. A library of standard symbology details can be downloaded at https://cadbimcenter.erdc.dren.mil/cadlib.aspx. All details not furnished to the A-E as part of the Government Furnished Material (GFM) shall be IAW A/E/C CAD Standard

R6.1 and A/E/C Graphic Standard R2.1 and be provided to the Government as part of the design/as-built submittals.

p. For the usage of non-standard fonts, line types, layers, or symbols, a justification for the discrepancy must be provided in each submittal and approved by the GeoBase Office for continued use.

i. For non-standard layers, IAW A/E/C CAD Standard R6.1, Section 4.1, any non-standard layers used must follow the format outlined in Figure 4-3 of the same reference.

5. Project Layout (Index)

a. The drawing index always starts with the Fairchild AFB Standard Title Sheet (Page 1). The cover sheet shall contain Vicinity Map, Base Map, Project Location, Standard

Abbreviations, Legend, and Sheet Index. The Fairchild AFB Standard Title Sheet (along with the Fairchild AFB Standard Layout) will be included as part of the GFM.

i. Note: If more space is needed for the Standard Abbreviations, Legend, and/or

Sheet Index, the information will be included immediately after the title sheet and on a standard sheet. The sheet containing the information will be annotated on the title sheet.

b. Avoid overcrowding any particular sheet. Use as many sheets as required for each discipline before continuing to the next discipline.

c. All sheet numbers on the Sheet Index shall be sequential and correspond correctly with the sheets of the drawing set.

d. The coordinate system for all drawings shall correspond to NAD83, Washington State

Plane North 4601 (US Feet). If a different coordinate system is used, the Contractor shall disclose the coordinate system used to create the drawing.

e. Fairchild AFB Standard Title Sheet Items

i. Vicinity Map: The vicinity map will be a map of the local area defined as Spokane

County for all projects in Fairchild AFB. Note: For off-base sites located outside

Spokane County, the same Vicinity Map on the title sheet provided may be used.

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

ii. Base Map: The base map will contain a map of Fairchild AFB or the applicable off-base site. The haul route(s) will also be annotated inside this viewport.

iii. Project Location: The project location will be circled and the words PROJECT

LOCATION with a leader line pointing to the circle shall be included. If an area has been designated as a ‘Contractor Storage Area’, the location of this area shall be annotated similarly to the Project Location callout.

iv. Haul Route: The haul route will be shown on the ‘Base Map’ portion of the title sheet. The thickness of the arrow may vary to fit the scaling associated with the

Project Location map.

v. Project Title: Assigned by 92 CES/CENP (Programming)

vi. Project Number: Assigned by 92 CES/CENP (Programming)

vii. Drawing Number: Assigned by 92 CES/CENME (GeoBase)

viii. Standard Abbreviations: All abbreviations used throughout the drawing set will be annotated in the Standard Abbreviations window. Note: For sheet-file specific abbreviations, the abbreviations may also be included in the General Notes section of the sheet.

ix. Legend: The legend will contain all standard symbols, as well as all symbols used within the drawing set. Note: For sheet-file specific symbols, the symbols may also be included in the General Notes section of the sheet.

x. Sheet Index: The sheet index will contain a list of all sheets in the drawing set separated by discipline. This index will contain the sheet designator (e.g. G-001), sheet number (e.g. 1 of 25), and the sheet title (e.g. Project Information).

xi. Date: The date will be placed on the Title Sheet upon completion of the 100% design and subsequently updated with the As-Built date upon completion of the

As-Built.

f. Appropriate sheet files and their corresponding designators for each discipline (General, Hazardous Materials, Survey/Mapping, Geotechnical, Civil, Landscape, Structural, Architectural, Interiors, Fire Protection, Plumbing, Mechanical, Electrical, Telecommunications, Resource, Other Disciplines, and Operations) can be found in A/E/C

CAD Standard R6.1, Table 2-3.

6. Government Furnished Materials (GFM)

a. Fairchild AFB Standard Title Sheet

b. Fairchild AFB Standard Sheet

c. A/E/C CAD Standard R6.1

d. A/E/C Graphics Standard R2.1

e. Fairchild AFB Base Design Guide 2020

f. Air Force ArcGIS Data Dictionary 4.0.3.1

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

g. GIS Data (as requested)

h. Information on Existing Conditions (as requested)

C. MAPPING STANDARDS/SURVEY STANDARDS

1. Georeferenced AutoCAD or GIS, and Survey Data is required for all work outside the building footprints (e.g. Geodetic, Landform, Pavements, Real Property, Utilities, etc.) This data shall be provided in a georeferenced *.dwg file, *.shp file, or *.gdb file.

a. The coordinate system for all files shall correspond to NAD83, Washington State Plane

North 4601 (US Feet).

b. For survey data, an *.xls or a *.csv shall be included with all points, associated coordinates, point codes, and descriptions.

2. If requested by the Contractor, 92 CES/CENME (GeoBase) may provide geospatial data within the external bounds of the project. To obtain geospatial data, the Contractor must submit the request through 92 CES/CENMP (Construction Management) and fill out a Data Release Agreement. This agreement outlines the usage constraints for the geospatial data provided by the GeoBase Office.

a. Geospatial data is considered Mapping, Charting, and Geodesy (MC&G) property. This data includes geodetic, geomagnetic, gravimetric, aeronautical, topographic, hydrographic, cultural, and toponymical 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.

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

c. After the performance of the contract, the Contractor, as directed by the Contracting Officer, shall either destroy or return to the government all government MC&G property.

3. Metadata is defined as specific data regarding geospatial features stored in an AutoCAD Map3D

*.dwg, *.shp, or *.gdb. As a last resort, metadata can be provided using a Microsoft Excel *.xls or

*.csv.

4. Schema is defined as the set of standard fields for every feature class in all feature datasets. All schema information to include definitions, field types, and directions for attribution are found in the GIS Data Dictionary 4.0.3.1

a. In GIS Data Dictionary 4.0.3.1, ‘Attribute_Order’, a list of all the standard attributes for every feature class can be found. The Contractor will be responsible for the attribution of the

Measurement/Locational Fields (except MGRS), and the Feature Class – Specific Fields.

All other attribution will be completed by 92 CES/CENME (GeoBase).

b. For all Units of Measurement (UOM) fields, only Imperial Units will be utilized unless specified otherwise in the contract documents.

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

c. For the Feature Class – Specific Fields, the Contractor will attribute all of the data within the scope of the contract. All fields not within the scope of the contract will be labeled ‘N/A’ or ‘<Null>’ (only Data Type is numerical).

d. For best practice, always use the schema provided in the data release to perform attribution. This standardizes data types, dropdowns, constraints, etc.

D. SUBMISSION REQUIREMENTS

1. Digital Media

a. Digital media shall be submitted for all submittals

b. Digital media shall be submitted through DVD-ROM, CD-ROM, or any other electronic file exchange (e.g. Microsoft Teams, SharePoint) agreed upon by the Contractor, Project/Construction Manager, and the GeoBase Office.

c. The external label for disks/main description for electronic file submissions shall contain the following information:

i. Format and version of the 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).

vi. Project Number and Project Name.

vii. Coordinate System, Projection, and Datum.

d. A transmittal sheet (printed or electronic) containing the information shall accompany the media:

i. The information included on the external label for disks/main description for electronic file submissions.

ii. The total number of disks submitted.

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

iv. Instructions for transferring 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) for 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 digital media and will provide additional copies to the government, if requested, at no additional cost for at least one year from the date of acceptance.

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x. A list of all deviations from standards with descriptions and justifications for each

(e.g. layers, file-naming convention, hatching, etc.).

xi. A list of all external reference/reference files associated with each drawing with descriptions.

2. Plotted Drawings

a. All drawings shall be plotted on mid-weight, bright white, quality bond paper. Plotted drawings shall be identical to the digital drawing files provided in the corresponding submittal. Lastly, all drawings will be plotted ANSI-D (22x34), unless specified otherwise.

3. AutoCAD Files

a. Model files are a type of external reference to sheet files containing the physical components of a building. The model file naming convention has four sequential mandatory fields: Project Code, Discipline Designator, Model File Type, and a User-Definable Field.

Additional information on model files can be found in A/E/C CAD Standard R6.1, Section

2.2.1.1.

i. Project Code: The project code is designed as the project number used to identify the drawings (e.g. GJKZ1027142)

ii. Discipline Designator: The discipline designator identifies which drawing discipline the model-file is utilized in (e.g. G-General, V-Survey/Mapping, etc.). A table showing all usable discipline designators can be found in A/E/C CAD Standard R6.1, Table 2-1. The discipline designator is always followed by a ‘-‘ in model files.

iii. Model File Type: The model file type identifies the specific type of model included within the model (e.g. CS-Cover Sheet, PB-Property Boundary, DT-Detail, etc.). A table showing all usable model file types can be found in A/E/C CAD Standard R6.1, Table 2-2.

iv. User-Definable Field: The user-definable field can be any set of characters defined by the individual responsible for the drawing (e.g. 0001, FLPN, etc.). This field must always be exactly four characters. For any unused character in the user-definable field, use the character ‘X’ as a placeholder for unused characters.

v. An example of a complete model-file name for a CAD drawing is ‘GJKZ1027142G-

CSXXXX.dwg’.

b. Raster references are defined as TIF, JPG, and PDF files used to supplement a CAD drawing through the practical presentation of non-vector information. The naming convention for raster references shall conform to the model file naming convention;

however, raster references may only use the model file type ‘IG’. An example of a complete model-file name for a raster reference is ‘GJKZ1027142C-IGXXXX.tif’

c. All model files and raster references must be stored in a separate folder for the entire sheet set or a separate folder for each discipline in a folder entitled ‘External References’. All

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

applicable external references shall load automatically in the sheets where the reference is used. This is done by attaching all external references without device or directory specifications. External references shall not be bound.

d. Sheet files are the plotted CAD drawing file with a selected view or portion of the referenced model file(s) within a 1:1 border sheet. The sheet file naming convention has four sequential mandatory fields with one optional field: Project Code, Discipline Designator, Sheet Type Designator, Sheet Sequence Number, and Supplemental Drawing Designator

(optional).

i. Project Code: The project code is designed as the project number used to identify the drawings (e.g. GJKZ1027142). For Fairchild AFB, there will always be a ‘_’ after the Project Code.

ii. Discipline Designator: The discipline designator identifies which drawing discipline the sheet file is portraying (e.g. GC-General Contract, CS-Civil Site, etc.) A table showing all usable discipline designators can be found in A/E/C CAD Standard R6.1, Table 2-3. Note: The discipline designator is always two characters. If only one letter is displayed for the designator (e.g. G-General, H-Hazardous Materials, C-

Civil, etc.), there will always be a ‘-‘ after the single character in the naming convention.

iii. Sheet Type Designator: The sheet type designator identifies what type of drawing the sheet file is portraying (e.g. 1-Plans, 2-Elevations, 3-Sections, etc.). A table showing all usable sheet type designators can be found in A/E/C CAD Standard

R6.1, Table 2-4. Note: If using the user-defined sheet type designators ‘7’ and ‘8’, a description and justification must be included in the list of deviations.

iv. Sheet Sequence Number: The sheet sequence number is a two-character field used to identify the order of the sheets (e.g. 01, 12, 45, etc.). When practical, this number should always be sequential within disciplines.

v. Supplemental Drawing Designator: The supplemental drawing designator is a one-character designator used if a sheet needs to be added between two sequential sheets (e.g. A, B, C, etc.). If time permits, sheet-files should be renamed and re-sequenced prior to the final version of each submittal. The use of the supplemental drawing designator shall be identified with a description and justification in the list of deviations.

vi. An example of a complete sheet-file name is ‘GJKZ1027142_C-101.dwg’. An example of a complete sheet-file name with a supplemental drawing designator is

‘GJKZ1027142_C-101A.dwg’.

e. The border sheet title block must be filled out for each drawing sheet. Each field should be filled out as defined below:

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

i. Project Number: Same as title sheet (e.g. GJKZ1027142).

ii. Project Name: Same as title sheet (e.g. Construct RV Sewage Holding Tank; Clear

Lake, Washington).

iii. Sheet Name: As specified on the sheet index (e.g. Site Plan, Details, etc.).

iv. Sheet Reference Number: As specified on the sheet index (e.g. C-101, V-301, etc.).

v. Sheet Number: As specified on the sheet index (e.g. 01, 02, 45, etc.).

vi. Designed By: Initials of Project Designer.

vii. Drawn By: Initial of Drafter.

viii. Checked By: Initial of QA/QC.

ix. Plot Scale: 1:1.

x. Date: Date of last modification.

xi. Drawing Number: As assigned by 92 CES/CENME (GeoBase).

xii. File Name: As written on the file name (e.g. GJKZ1027142_C-101.dwg).

xiii. Issue Block: Identify all sheet revisions after each submittal.

f. As-Built/Final Drawings shall be submitted in AutoCAD. Drawings produced using another software shall be acceptable provided all drawings are converted to and fully comply with all AutoCAD standards identified in this data sheet. Any files not compatible with AutoCAD are not acceptable and must be modified before submission to the government.

g. Drawing files shall be in the *.dwg format and shall not include any *.bak, *.zip, or any incompatible format.

h. Each AutoCAD file contains the contents of only one drawing sheet. Additionally, each final plotted drawing sheet shall have its own separate *.dwg file.

i. Remove all data not needed in the drawing file such as graphics outside the extents of the design and border areas. Additionally, remove all information not relevant to the project.

Lastly, all unused blocks, plot styles, layers, shapes, etc. (all items in the purge menu) shall be purged and deleted from each file.

j. Ensure that all files needed for full project comprehension are included in each submittal.

This includes all the sheet files, model files, raster references, spreadsheets, explanatory documents, and any other files deemed necessary to understand the project.

k. The following shall accompany each exchange of AutoCAD drawings:

i. A list of drawings and their content.

ii. A list of raster references and their contents.

iii. A list of all non-standard entities used such as *.lin, *.shx, *.stb, *.ctb, etc.

iv. A list providing descriptions and justifications for non-standard layers, use of supplemental drawing designators, and user-defined portions of naming conventions.

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v. A descriptive list of blocks and their associated attribute data. Blocks that do not contain attribute data shall be exploded and purged.

l. During each project stage (35%, 65%, 95%, 100%, As-Built), the 92 CES/CENME will conduct a standards review. The purpose of this standards review is to ensure all guidelines outlined in A/E/C CAD Standard R6.1, A/E/C Graphics Standard 2.1, GIS Data

Dictionary 4.0.3.1, and Base Design Guide 2022 are followed by the Contractor. After each review by 92 CES/CENME, the Contractor shall either concur with the comments regarding the discrepancy and address the discrepancy in the next submittal, or provide justification as to why a deviation from the standards was an unavoidable necessity. This correspondence will be conducted through the Project/Construction

Manager.

4. Geospatial/Survey Data Files

a. All geospatial data will be independently verified by 92 CES/CENME to ensure the accuracy and quality of data. Data corrections and resurveys will be addressed on a case-by-case basis. Accuracy for survey data will be IAW GIS Data Dictionary 4.0.3.1, ‘Minimum_Accuracy_Standards’; survey-grade data will have a minimum of centimeter accuracy.

b. The acceptable data formats for geospatial data are *.dwg, *.shp, or *.gdb format. The recommended format for geospatial data submission is the same *.shp or *.gdb file provided by 92 CES/CENME during the data release process. This ensures the consistency of the schema and field attribution.

c. In addition to the aforementioned formats, a Microsoft Excel *.xls including points, associated coordinates, point codes, and descriptions may be included in the submittal.

Furthermore, a *.mxd that is compliant with ArcGIS 10.3 version may also be included if doing so improves on project clarity.

5. Other Computer Files

a. All design packages shall include a ‘README.txt’ file that illustrates how documents or files are structured in the database.

b. Non-graphic information (e.g. *.gdb, *.mdb, etc.) associated with AutoCAD drawings shall be submitted in formats compatible with Microsoft° Access 2016 or later, or ESRI ArcGIS

10.6.1 or later.

c. Graphics files shall be submitted in the following formats:

i. Tag Image File Format (TIFF)

ii. Joint Photographic Experts Group (JPEG)

iii. Graphics Interchange Format (GIF)

iv. Seamless Image Database (SID)

v. Portable Network Graphics (PNG)

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

d. Files shall be compressed in a *.zip file to limit the file size of items such as rasters and images.

e. The Contractor is responsible for ensuring the compatibility of all electronic files.

END OF DATA SHEET

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

ATTACHMENT

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

B.1.a. Roof Live Loads based on ground snow loads of 40, 74, and/or 84 psf. (Refer to current UFC Standards for FAFB)

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)

013100 PROJECT MANAGEMENT AND COORDINATION (Fairchild form RFI form included

013200 CONSTRUCTION PROGRESS DOCUMENTATION

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

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

013300 SUBMITTAL PROCEDURES (Fairchild Specification)

013520 SAFETY REQUIREMENTS

013543 ENVIRONMENTAL PROCEDURES (Fairchild Specification) form Solid Waste Disposal Tracking Sheet included

014000 QUALITY REQUIREMENTS (Fairchild Specification) form Daily Construction Quality Control Report included form Contractor Test Report included

015000 TEMPORARY FACILITIES AND CONTROLS (Fairchild

B.1. Project limits identified on drawings

016000 PRODUCT REQUIREMENTS (Fairchild Specification) form Green Procurement Certification forms included

017329 CUTTING AND PATCHING (Fairchild Specification)

017836 WARRANTIES (Fairchild Specification)

017700 CLOSEOUT PROCEDURES (Fairchild Specification)

017720 EQUIPMENT-IN-PLACE LIST (Fairchild Specification) form Equipment-in-Place List included

017823 OPERATION AND MAINTENANCE DATA (Fairchild form O&M Manual – Review Checklist included

017839 PROJECT RECORD DOCUMENTS (Fairchild Specification)

017900 DEMONSTRATION AND TRAINING

A.. O&M instructions included

DIVISION 03 – CONCRETE

030000 GENERAL REQUIREMENTS

F.1 Requirements for Hot Weather Concreting Plan

DIVISION 04 – MASONRY

042000 UNIT MASONRY

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

B.1 Requirement for efflorescence testing of block/brick and for sealing of block/brick

C.1. Face Brick to be Brown Varitone Wirecut or Imperial Red Mission as formerly manufactured by Interpace

C.2. CMU shall not be integrally colored. Provide mockup for approval by the government.

DIVISION 05 – METALS

050000 GENERAL REQUIREMENTS

all Cold-formed metal framing requirement included

DIVISION 06 – WOODS, PLASTICS, AND COMPONENTS

064000 ARCHITECTURAL WOODWORK

all Architectural woodwork requirements included

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

074113 METAL ROOF PANELS (Fairchild Specification)

DIVISION 08 – OPENINGS

080000 GENERAL REQUIREMENTS

A.1. Automatic door openers at entry doors for facilities that serve the public

A.2. Balanced doors a minimum of 48" wide

B.2. Window frames required to be anodized aluminum with dark bronze finish

087100 DOOR HARDWARE

A.1. Only heavy duty hardware specified

A.1. Key operable locks specified to be compatible with the Best Lock interchangeable cores

DIVISION 09 – FINISHES

090000 GENERAL REQUIREMENTS

B.1. Requirement for recycled materials for some finishes incorporated

G.3.f. Main exterior color as approved by Government

G.3.b. Roofing, fascia, and trim Spanish Moss color

G.3.c. Downspouts "open closed type" with both exterior and interior faces colored

G.3.d. Doors, door trim, and window trim bronze or Spanish Moss color

G.3.g. No exterior graphics and use of signs, markings prohibited unless part of paint scheme

G.3.h.i. Ext. mech/elec, ducts, pipes, conduit, hydrants, louvers, etc.

painted to match bldg.

G.3.h.ii Ext. handrails aluminum anodized dark brown

G.3.h.ii. Trash bins required painted Spanish Moss color

F.1. Ceiling Tile 2' x 2' with reveal edges

H.3. All walls with semi-gloss paint shall have Class 5 finish specified

H.4. All gypboard walls, with recycled content, require sealer before paint

G.6. Penetrating sealer required for all grouted floor tile systems in kitchens and bathroom

H.6. Painted CMU not acceptable as an interior finish except in mechanical rooms

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

093013 CERAMIC TILE

all Ceramic tile standards in specifications. Provide mockup for approval by Government.

096800 CARPET (Fairchild Specification)

DIVISION 10 – SPECIALTIES

100000 GENERAL REQUIREMENTS

A.1. Requirement for recycled materials for some specialties incorporated

101400 SIGNAGE

all Signs comply with these requirements

DIVISION 11 – EQUIPMENT

110000 GENERAL REQUIREMENTS

A.1 Equipment listed in accordance with permitting requirements of A.3

DIVISION 13 – SPECIAL CONSTRUCTION

133419 METAL BUILDING SYSTEMS

all Portable metal storage building requirements met

DIVISION 14 – CONVEYING SYSTEMS

140000 GENERAL REQUIREMENTS

A.1. Specifications require a one year service and maintenance agreement on elevators

DIVISION 21 – FIRE SUPPRESION

210000 FIRE SUPPRESSION

A.2. Entire facility has automatic fire detection and/or sprinkler fire suppression system

D.1. Kitchen equipment provided with “overlapping” type wet chemical water fire suppression system?

E.1. Electronic vane paddle type flow switch, with adjustable delay, provided

E.2. No water flow pressure switches or retard switches on the system

F.1. Dry system maintained by air compressor as specified

The Inspectors Test Valve, if not located with riser, must not be hidden and remain accessible to maintenance personnel.

All fire sprinkler systems shall have a PIV shut off valve.

All hydraulic and general information placards shall be metal and information will be permanently stamped

Fire suppression systems shall have an external electric bell to indicate water flow by the fire riser room.

All tamper switch arms on OS&Y valve stems shall be in the grove of the valve stem for proper alignment.

All rooms containing Fire Suppression equipment shall be labeled at the door.

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

J.1. Fire equipment cabinets keyed to match Fire Department key plan

DIVISION 22 – PLUMBING

220000 GENERAL REQUIREMENTS

A Backflow prevention device requirements included

D Automatic flush valves

E Automated Faucets

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

230000 HVAC EQUIPMENT

B.1. DDC control provided and required to be interfaced with existing EMCS system. Only the BACtalk system from Alerton shall be used.

C.1. Designs…