Appendix_J_-_AEC_CAD_StandardR5.pdf

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The CAD/BIM Technology Center for facilities, infrastructure, and environment

A/E/C CAD Standard Release 5.0

In fo rm at io n

T ec h n ol og y La b or at or y

September 2012

Approved for public release; distribution is unlimited.

The A/E/C CAD Standard is compliant with Version 5.0 of the U.S. National CAD Standard®.

The A/E/C CAD Standard contains supplemental materials and DoD specific requirements not addressed in the U.S. National CAD Standard®.

for facilities, infrastructure, and environment

ERDC/ITL TR-12-X

September 2012

A/E/C CAD Standard Release 5.0

Approved for public release; distribution is unlimited.

Prepared for U.S. Army Engineer Research and Development Center Vicksburg, MS 39180-6199

ERDC/ITL TR-12-X ii

Abstract

The A/E/C CAD Standard has been developed by the CAD/BIM Technology Center (Center) for Facilities, Infrastructure, and Environment to eliminate redundant Computer-Aided Design (CAD) standardization efforts within the Department of Defense (DoD) and the Federal Government. The manual is part of an initiative to develop a nonproprietary CAD standard that incorporates existing industry, national, and international standards and to develop data standards that address the entire life cycle of facilities within the DoD.

The CAD drafting standards addressed in the A/E/C CAD standard include presentation graphics, level/layer assignments, electronic file naming, and standard symbology. The Center's primary goal is to develop a CAD standard that is generic enough to operate under various CAD software packages (such as Bentley's MicroStation and Autodesk's AutoCAD) and incorporate existing industry standards when possible.

DISCLAIMER: The contents of this report are not to be used for advertising, publication, or promotional purposes.

Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products.

All product names and trademarks cited are the property of their respective owners. The findings of this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents.

DESTROY THIS REPORT WHEN NO LONGER NEEDED. DO NOT RETURN IT TO THE ORIGINATOR.

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Contents Abstract ................................................................................................................................................... ii

Figures and Tables .................................................................................................................................. v

Preface ................................................................................................................................................... vii

1 Introduction

Acronyms Scope Purpose Background Target Systems Design Applications and Other Applications Coordination with Design Agent Additions/Revisions

2 Drawing File Organization

Design Area Available drawing area

File accuracy (units)

International Feet versus Survey Feet (V8)

Origin (global origin) Model Files and Sheet Files Design Models and Sheet Models Drawing Sheet Assembly - Use of Design Model and Sheet Model (1:1 border sheet) Electronic Drawing File Naming Conventions

Project code

Model file naming convention

Sheet file naming convention

Adding a drawing sheet Coordination Between Sheet File Name and Sheet Identifier

3 Graphic Concepts

Presentation Graphics Line widths

Line types/styles

Line color

Screening

Plotting

Text Text styles/fonts

Text height

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General text placement

Abbreviations

Border Sheets Sheet sizes

Title block

Real Estate Border Sheets Project map block

Index map block

Drawing Scales Dimensioning Dimensioning in Metric (SI)

Millimeters

Meters

Large units of measure

Dual units

4 Level/Layer Assignments

Level/Layer Naming Convention Model Files

Level/layer assignment tables

Border sheet model files

Reference files (XREFs) Sheet Files

Level/layer assignment tables

Development of sheet files

5 Standard Symbology

Introduction Electronic Version of the Symbology/Elements

Deliverables

Line styles

Tabulated Version of the Symbology/Elements

References

Appendix A: Model File Level/Layer Assignment Tables

Appendix B: Sheet File Level/Layer Assignment Tables

Appendix C: Color Table Comparison

Appendix D: A/E/C CAD Standard Symbology

Report Documentation Page

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Figures and Tables

Figures

Figure 2-1. Sheet file composition

Figure 2-2. Sheet file composition using Design Model and Sheet Model

Figure 2-3. Model file naming convention

Figure 2-4. Sheet file naming convention

Figure 2-5. Supplemental drawing designator

Figure 2-6. Typical border sheet title block with sheet identification block

Figure 3-1. Vertical title block

Figure 3-2. Designer identification block

Figure 3-3. Issue block

Figure 3-4. Management block

Figure 3-5. Project identification block/sheet title block

Figure 3-6. Sheet identification block

Figure 3-7. Project map block

Figure 3-8. Index map block

Figure 3-9. Filled arrowhead terminator sizes

Figure 3-10. Dimension element settings

Figure 3-11. Dimension in millimeters. Always shown as a whole number

Figure 3-12. Dimension in meters. Always shown as a real number (with decimal)

Figure 3-13. Proper dimension presentations for metric measurements with four or fewer digits

Figure 3-14. Proper dimension presentations for metric measurements with five or more digits

Figure 4-1. Typical levels/layers contained in a sheet file

Figure 4-2. Sheet- and model-specific information

Figure 4-3. Level/layer naming format

Figure 4-4. Model file level/layer assignment table

Figure 4-5. Sheet file level/layer assignment table

Tables

Table 2-1. Discipline Designators

Table 2-2. Discipline Designators with Level 2 Designators

Table 2-3. Model File Types

Table 2-4. Sheet Type Designators

Table 3-1. Comparison of Line Widths

Table 3-2. Standard Line Types/Styles

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Table 3-3. Screen Color Comparisons

Table 3-4. Screened Colors

Table 3-5. Comparison of Font Types

Table 3-6. ANSI, Architectural, and ISO Sheet Size Comparison

Table 3-7. Typical Drawing Scales

Table 3-8. Inch-pound Text Sizes and Line Type Scales

Table 3-9. Metric Text Sizes and Line Type Scales

Table 3-10. Dimension Element Settings

Table 4-1. Status (Phase) Codes

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Preface

Introduction

The A/E/C CAD Standard has been developed by the CAD/BIM Technology Center (Center) for Facilities, Infrastructure, and Environment to eliminate redundant Computer-Aided Design (CAD) standardization efforts within the Department of Defense (DoD) and the Federal Government. The manual is part of an initiative to develop a nonproprietary CAD standard that incorporates existing industry, national, and international standards and to develop data standards that address the entire life cycle of facilities within the DoD. This report supersedes “A/E/C CAD Standard, Release 4.0”

(ERDC/ITL TR-9-2).

The Center acknowledges the support of the Corps’ Field Action CAD (FAC) committees, especially Jason Fairchild, Headquarters, U.S. Army Corps of Engineers. Special thanks go to Roger Fujan, U.S. Army Engineer District, Omaha; Ed Mathison, U.S. Army Engineer District, Louisville; and James Sherman, U.S. Army Engineer District, Portland, for agreeing to serve on a committee that assisted in reviewing/evaluating recommended changes to the standard.

The Center is located in the Information Technology Laboratory (ITL), U.S. Army Engineer Research and Development Center (ERDC), Vicksburg, MS. The Director of ITL is Dr. Reed L. Mosher, and the Acting Deputy Director is Dr. Kevin M. Barry. At the time of publication of this report, the Director of ITL was Dr. Reed L. Mosher, the Acting Deputy Director was Dr. Kevin M. Barry, the Chief of Software Engineering and Informatics Division was Ken Pathak, and the Chief of the Tri-Service CAD/BIM Technology Center was Edward L. Huell. The Director of ERDC was Dr. Jeffery P. Holland, and the Commander of ERDC was COL Kevin J. Wilson.

United States National CAD Standard®

In 1995, the combined resources of the Center, the American Institute of Architects (AIA), the Construction Specifications Institute (CSI), the United States Coast Guard, the Sheet Metal and Air Conditioning Con-tractors National Association (SMACNA), the General Services

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Administration (GSA), and the National Institute of Building Sciences’ (NIBS) Facility Information Council began an effort to develop a single CAD standard for the United States. Working together, these organizations agreed to develop an integrated set of documents that collectively would represent the United States National CAD Standard (NCS).

A Memorandum of Understanding (MOU) was signed on August 8, 1997.

In accordance with that MOU, Release 5.0 of the A/E/C CAD Standard follows, utilizes, or references the work developed by each of the signatories. The two main NCS documents referenced within Release 5.0 of the A/E/C CAD Standard are:

“Uniform Drawing System” The Construction Specifications Institute 110 South Union Street, Suite 100 Alexandria, VA 22314-3351

“AIA CAD Layer Guidelines” The American Institute of Architects 1735 New York Avenue, NW Washington, DC 20006-5292

Each of these documents is available as part of the NCS. Additional information on the NCS, as well as how to purchase a copy, can be obtained from

National Institute of Building Sciences 1090 Vermont Avenue NW, Suite 700 Washington, DC 20005-4905 http://www.buildingsmartalliance.org/ncs/

ERDC/ITL TR-12-X 1

1 Introduction

Acronyms

First, a few useful acronyms:

A-E – Architect-Engineer A/E/C – Architecture, Engineering, and Construction AIA – American Institute of Architects ANSI – American National Standards Institute ASTM – American Society for Testing and Materials BIM – Building Information Modeling CAD – Computer-Aided Design CSI – Construction Specifications Institute DoD – Department of Defense FM – Facility Management GIS – Geographic Information System IAI – International Alliance for Interoperability IFC – Industry Foundation Class ISO – International Organization for Standardization NCS – United States National CAD Standard NIBS – National Institute of Building Sciences SI – International System of Units (Le Système International d’Unités) UDS – Uniform Drawing System

Scope

This manual provides guidance and procedures for preparing Computer- Aided Design (CAD) products within the Department of Defense (DoD).

Chapters 1-5 of this manual address topics such as presentation graphics, level/layer assignments, electronic file naming, and standard symbology.

Appendices A-D contain tables on model and sheet file level/layer names, color comparisons, as well as Architecture, Engineering, and Construction (A/E/C) CAD symbology.

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Purpose

The purpose of this manual is to set a basic CAD standard to ensure consistent electronic deliverables (products) within the DoD. These con-sistent deliverables are part of a comprehensive installation life-cycle management strategy. This manual sets a CAD standard specifically for the A/E/C disciplines of facilities development and civil works projects.

Background

The immediate benefits of CAD standards are many:

Consistent CAD products for customers.

Uniform requirements for A-E deliverables.

Sharing of products and expertise.

Recognizing such potential benefits, each of the DoD agencies independently initiated efforts to establish CAD standards in the late 1980’s. In 1989 the Air Force Logistics Command released the “Architectural and Engineering Services for CADD Implementation Within Air Force Logistics Command.”

Headquarters, U.S. Army Corps of Engineers, in 1990 published Engineer Manual 1110-1-1807, “Standards Manual for U.S. Army Corps of Engineers Computer-Aided Design and Drafting (CADD) Systems.” In 1993, the Naval Facilities Engineering Command distributed its “Policy and Procedures for Electronic Deliverables of Facilities Computer-Aided Design and Drafting (CADD) Systems.”

To consolidate these efforts into a single standard, the Center was tasked to develop standards for the A/E/C disciplines. This manual presents the Center’s effort at standardizing CAD requirements for A/E/C design and construction documents.

Target Systems

This standard does not target any specific CAD system or software.

However, to ensure successful translations among CAD applications, certain system-specific characteristics were considered and the standard adjusted accordingly. During the preparation of the standard, several baseline decisions were made:

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The standard must be applicable to the latest release of commercially available CAD packages. AutoCAD and MicroStation were chosen based on their prevalence in the DoD.

The standard is based on CAD applications that utilize layer/level names and reference files.

The standard requires every final plotted drawing sheet to have its own separate electronic drawing file.

Design Applications and Other Applications

Numerous design applications have been developed to run on top of basic CAD engines. These applications can be used by designers to generate graphics inside CAD files. Most notable are design software packages for civil/site and BIM.

Document management systems that contain attributes or metadata for individual files and have such features as title block integration are becoming standard tools for management of electronic files. Use of these systems to store searchable metadata for files is encouraged.

Coordination with Design Agent

With all the complexity and options currently available in the world of CAD, it becomes important to coordinate fundamental aspects of design work.

The previously mentioned issues of basic platform, design applications, and document management are only three of the issues that can affect the success of a project and the future usefulness of the final documents. As such, each project should have at its initiation discussions and agreements on such issues as these. Each software package being used should be approved and a determination made on how many of the supporting electronic files should be provided to the customer as a part of the end product.

Additions/Revisions

This standard is intended to be neither static nor all-inclusive and thus will be updated and enhanced as appropriate. Suggestions for improve-ments are strongly encouraged so that subsequent updates will reflect the input and needs of CAD users.

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Recommendations or suggested additions should be sent to:

U.S. Army Engineer Research and Development Center ATTN: CEERD-IS-C/Spangler 3909 Halls Ferry Road Vicksburg, MS 39180-6199 or by e-mail at: Steve.C.Spangler@usace.army.mil

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2 Drawing File Organization

Design Area

Available drawing area

The two most extensively used CAD applications within the DoD, AutoCAD and MicroStation, both provide for a drawing area with nearly infinite range in each positive and negative axis (x,y,z).

File accuracy (units)

CAD systems allow the designer to work in “real-world” units. The most common units are feet:inches, feet:thousandths of feet, and meters:millimeters.

MicroStation’s approach to file accuracy allows the user to set the working units (i.e., real-world units) as the following:

Master Units = The largest unit that may be referred to when working in the design file (e.g., feet, meters)

Sub Units = Subdivisions of Master Units (e.g., inches, millimeters)

Note: Starting with MicroStation V8, changing the Master Units in a drawing no longer changes the size of design file elements. For instance, if a design file was created in feet and a 1 ft line is drawn, changing the Master Units to inches results in the line measuring 12 in.

In AutoCAD, the basic drawing unit for any file is the distance between two fixed Cartesian coordinates. For example, the distance between coordinates (1,1,1) and (1,1,2) is one drawing unit. A drawing unit can correspond to any measurement (e.g., foot, inch, meter, mile, fathom).

AutoCAD users may enter the Units display option to set the desired drawing units.

The Units command of AutoCAD does not have a direct metric system setup. For metric designs, the recommended procedure is to choose the Decimal option in the Drawing Units dialog box. This will allow each

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drawing unit to represent decimal meters, millimeters, and so forth, at the discretion of the user.

International Feet versus Survey Feet (V8)

Many sites have to deal with the initial question as to whether a particular project is designed using International Feet or Survey Feet. In some states, it is specified by statute that units of measure for grid coordinates have to be either International Feet or Survey Feet. The two units are defined as follows:

International Feet: 1 foot = 0.3048000 m U.S. Survey Feet: 1 foot = 0.3048006 m

Looking at this comparison, the difference between the two (0.0000006

m) may seem insignificant; however, ultimately this difference may cause coordinate values to be off by several feet, resulting in inaccurate design files. In MicroStation, the units.def file does contain a definition for Survey Feet (usually stored in c:\Program Files\Bentley\ Workspace\System\data), but it is disabled by default. To enable, scroll down the units.def file to the section English units (based on U.S. Survey Foot) and delete the # in front of #sf,ft, which will allow for the selection of Survey Feet from the Working Units box the next time MicroStation is started.

Note: If a drawing has already been created using International Feet, changing the Master Units to Survey Feet will not automatically scale all elements in the drawing to Survey Feet.

Origin (global origin)

Positioned within every electronic drawing file is an origin (“global origin” in MicroStation and “origin” in AutoCAD). The origin of a drawing file is important because it serves as the point of reference from which all other elements are located. Origins are typically defined in a drawing file by the Cartesian coordinate system of x, y, and z.

The benefit of standardizing the location of the origin of a drawing is most notable in the use of reference files (see section “Reference Files (XREFs)” in Chapter 4). A standardized origin is also helpful when translating files between CAD applications. The recommended global origin for 2D files in

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both AutoCAD and MicroStation drawings is x = 0 and y = 0. When 3D files are used, the z-origin should be set to allow for elevations below 0.

Model Files and Sheet Files

Two distinct types of CAD files are addressed in this standard: model files and sheet files.

A model file contains the physical components of a building (e.g., columns, walls, windows, ductwork, piping, etc.). Model files are drawn at full scale and typically represent plans, elevations, sections, etc. Model files can be generated either by placing graphics or from BIM model extractions/views.

A sheet file is synonymous with a plotted CAD drawing file. A sheet file is a selected view or portion of referenced model file(s) within a border sheet.

The addition of sheet-specific information (e.g., text, dimensions, and symbols) completes the construction of the document. In other words, a sheet file is a “ready-to-plot” CAD file.

Figure 2-1 illustrates how different model files are referenced to a sheet file (notice that even the border sheet is a referenced model file). Again, a sheet file is the combination of referenced model files with sheet-specific text/symbols to create a final ready-to-plot CAD file. A useful rule of thumb was stated in the 2nd edition of the American Institute of Architects’ (AIA) CAD Layer Guidelines (AIA 2005): “Model files are always referenced by other files, while sheet files are never referenced by other files.”

Design Models and Sheet Models

Inside each CAD file can exist Design Models (or Model Space for AutoCAD users) and Sheet Models (or Paper Space for AutoCAD users).

Design Models are where model files are developed or possibly where model files are assembled prior to creation of the Sheet Model (see the following section “Drawing Sheet Assembly”). Design Models contain graphic information in a model file format. For example, it may contain the entire Architectural Floor Plan model file for a building. It is this model file that is used as a reference for creating individual sheet files.

By contrast, a Sheet Model shows the presentation of model file graphics as they would appear on an individual drawing sheet. This assembly area would contain referenced individual model files, one of which would be a border sheet.

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Figure 2-1. Sheet file composition.

Drawing Sheet Assembly - Use of Design Model and Sheet Model (1:1 border sheet)

The following method for drawing sheet assembly should be used. It involves assembling individual model files and a border sheet model file to create final plotted sheets.

Note: Nested referenced border sheet model files are not allowed.

This method consists of using a sheet file that contains a Design Model and a Sheet Model. The Design Model is used to assemble all the individual reference files necessary to display the graphics. This may include references to individual views of Design Models in other files, or even coincident references. The Design Model should also contain real-world graphics such as northing and easting coordinate values of points. The Sheet Model contains a reference to the project border sheet model file (at 1:1), plus a reference to the Design Model in the active sheet file, scaled to fit into the Sheet Model (Figure 2-2).

Electronic Drawing File Naming Conventions

Naming conventions for electronic drawing files (both model files and sheet files) allow CAD users to determine the contents of a drawing without actually displaying the file. They also provide a convenient and clear structure for organizing drawing files within project directories.

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Figure 2-2. Sheet file composition using Design Model and Sheet Model.

Project code

The Model File naming convention and the Sheet File naming convention both allow for a Project Code (1- to 20-characters) at the beginning of the file name. The Project Code should be identified at the start of each project to ensure consistent file names within that project. Some examples of Project Codes are:

The official agency project number The project number defined by the agency system manager for their record system

The use of Project Codes in file names prevents the same file name from existing in different directories. When this field is used, standard naming should consider use of a special character such as an underscore “_” for all model files so that folder sorting routines group like files together.

When a project includes multiple sites or buildings, it is important to identify each file with the appropriate feature. This should be done as a part of the Project Code. For example, a model file for project P123, building 2, could possibly use a Project Code of “_P123-Bldg2”.

Model file naming convention

The model file naming convention (Figure 2-3) has four mandatory fields.

All fields must be used and in the correct sequence.

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Figure 2-3. Model file naming convention.

Following the Project Code field, the first two-character field represents the Discipline Designator. The allowable characters for the first character in the Discipline Designator are listed in Table 2-1. The second character of the Discipline Designator field is either a hyphen “-” (the use of which results in this being referred to as a Level 1 Discipline Designator) or an alphabetical Level 2 Designator (Table 2-2). The next two-character field represents the Model File Type (Table 2-3). The final four-character field is User Definable.

Note: In NCS V 5.0, user-defined Level 2 Designators are allowed “to differentiate among multiple buildings on a ‘campus’ or among multiple features on a large civil works project.” Should this option be chosen, Table 2-2 Level 2 Designators should not be used, in order to avoid confusion.

Example. The model file name for a project at the U.S. Army Engineer Research and Development Center (ERDC), Building 8000, 1st floor, Architectural Floor Plan could be:

ERDC8000A-FPF1XX.dgn/dwg where ERDC8000 is the Project Code, A- is the Discipline Designator, FP is the Model File Type (Floor Plan), and F1 is a user-definable set of char-acters for Floor 1. Since not all of the user-definable characters were used, the characters XX were used as placeholders.

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Table 2-1. Discipline Designators.

Discipline Designator

General G

Hazardous Materials H

Survey/Mapping V

Geotechnical B

Civil C

Landscape L

Structural S

Architectural A

Interiors I

Equipment Q

Fire Protection F

Plumbing P

Process D

Mechanical M

Electrical E

Distributed Energy W

Telecommunications T

Resource R

Other Disciplines X

Contractor/Shop Drawings Z

Operations O

Table 2-2. Discipline Designators with Level 2 Designators.

Discipline Designator Description Content

General

G- All General All or any portion of subjects in the following Level 2 Designators

GC General Contract Phasing, schedules, contractor staging areas, fencing, haul routes, erosion control, temporary and special requirements

GI General Information Drawing index, code summary, symbol legend, orientation maps

GR General Resource Photographs, soil borings

Hazardous Materials

H- All Hazardous Materials

All or any portion of subjects in the following Level 2 Designators

HA Asbestos Asbestos abatement, identification, or containment

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Discipline Designator Description Content

HC Chemicals Toxic chemicals handling, removal, or storage

HL Lead Lead piping or paint removal

HP PCB PCB containment and removal

HR Refrigerants Ozone depleting refrigerants

Survey/Mapping

V- All Survey/Mapping All or any portion of subjects in the following Level 2 Designators

VA Aerial Survey Aerial surveyed points and features

VC Computated Points Computated points and features

VF Field Survey Field surveyed points and features

VH* Hydrographic Survey

VI Digital Survey Digitized points and features

VN Node Points Node points and features

VS Staked Points Staked points and features

VU Combined Utilities

Geotechnical

B- All Geotechnical All or any portion of subjects in the following Level 2 Designators

BB* Boring Logs Boring logs

BS* Stratigraphy Stratigraphy profiles

Civil

C- All Civil All or any portion of subjects in the following Level 2 Designators

CB* Civil Beach Renourishment

Beach disposal and renourishment

CD Civil Demolition Structure removal and site clearing

CE* Civil Ecosystem Restoration

Environmental restoration

CF* Civil Flood Control Levees, spillways, pump stations

CG Civil Grading Excavation, grading, drainage, erosion control, retention ponds

CH* Civil Shore Protection

Erosion protection structures on shoreline

CI Civil Improvements Pavers, flagstone, exterior tile, furnishings, retaining walls, and water features

CN Civil Nodes

CN* Civil Navigation Navigation, harbors, dredging

CO* Civil Operation and Maintenance

Repair and upgrade to O&M structures

CP Civil Paving Roads, driveways, parking lots

CR* Civil Recreation Recreation facilities

CS Civil Site Plats, topographic, dimension control

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CT Civil Transportation Waterways, wharves, docks, trams, railways, airfields, and people movers

CU Civil Utilities Water, sanitary sewer, storm sewer, power, communications, natural gas, and steam systems

CX* Civil Security Security-related work

Landscape

L- All Landscape All or any portion of subjects in the following Level 2 Designators

LD Landscape Demolition

Protection and removal of existing landscape

LG Landscape Grading Proposed contours and spot grades

LI Landscape Irrigation Mainlines, valves, controllers, pumps, etc.

LL Landscape Lighting

LP Landscape Planting Landscape planting

LR Landscape Relocation

Vegetation relocation information

LS Landscape Site All site hardscape and callouts

Structural

S- All Structural All or any portion of subjects in the following Level 2 Designators

SB Structural Substructure

Foundations, piers, slabs, and retaining walls

SC* Structural Components

Gates, armor, bulkheads, and railings

SD Structural Demolition

Protection and removal

SF Structural Framing Floors and roofs

SR* Structural Reinforcement

Concrete reinforcement and anchors

SS Structural Site

ST* Structural Superstructure

Walls, decks, abutments, gates, and weirs

Architectural

A- All Architectural All or any portion of subjects in the following Level 2 Designators

AD Architectural Demolition

Protection and removal

AE Architectural Elements

General architectural

AF Architectural Finishes

AG Architectural Graphics

AI Architectural Interiors

AS Architectural Site

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Interiors

I- All Interiors All or any portion of subjects in the following Level 2 Designators

ID Interior Demolition

IF Interior Furnishings

IG Interior Graphics Murals and visuals

IN Interior Design

Equipment

Q- All Equipment All or any portion of subjects in the following Level 2 Designators

QA Athletic Equipment Gymnasium, exercise, aquatic, and recreational

QB Bank Equipment Vaults, teller units, ATMs, drive-through

QC Dry Cleaning Equipment

Washers, dryers, ironing, and dry cleaning

QD Detention Equipment

Prisons and jails

QE Educational Equipment

Chalkboards, library

QF Food Service Equipment

Kitchen, bar, service, storage, and processing

QH Hospital Equipment Medical, exam, and treatment

QL Laboratory Equipment

Science labs, planetariums, observatories

QM Maintenance Equipment

Housekeeping, window washing, and vehicle servicing

QP Parking Lot Equipment

Gates, ticket, and card access

QR Retail Equipment Display, vending, and cash register

QS Site Equipment Bicycle racks, benches, playgrounds

QT Theatrical Equipment

Stage, movie, rigging systems

QV Video/Photographic Equipment

Television, darkroom, and studio

QY Security Equipment Access control and monitoring, surveillance

Fire Protection

F- All Fire Protection All or any portion of subjects in the following Level 2 Designators

FA Fire Detection and Alarm

FX Fire Suppression Fire extinguishing systems and equipment

Plumbing

P- All Plumbing All or any portion of subjects in the following Level 2 Designators

PD Plumbing Demolition Protection, termination, and removal

PL Plumbing Domestic water, sanitary and storm drainage, fixtures

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PP Plumbing Piping Piping, valves, and insulation

PQ Plumbing Equipment Pumps and tanks

PS Plumbing Site Extensions and connections to Civil Utilities

Process

D- All Process All or any portion of subjects in the following Level 2 Designators

DD Process Demolition Protection, termination, and removal

DE Process Electrical Electrical exclusively associated with a process and not the facility

DG Process Gases Gaseous process systems

DI Process Instrumentation

Instrumentation, measurement, recorders, devices, and controllers (electrical and mechanical)

DL Process Liquids Liquid process systems

DP Process Piping Piping, valves, insulation, tanks, pumps, etc.

DQ Process Equipment Systems and equipment for thermal, electrical, materials handling, assembly and manufacturing, nuclear, power generation, chemical, refrigeration, and industrial processes

DS Process Site Extension and connection to Civil Utilities

Mechanical

M- All Mechanical All or any portion of subjects in the following Level 2 Designators

MD Mechanical Demolition

Protection, termination, and removal

MH Mechanical HVAC Ductwork, air devices, and equipment

MI Mechanical Instrumentation

Instrumentation and controls

MP Mechanical Piping Chilled and heating water, steam

MS Mechanical Site Utility tunnels and piping between facilities

MY* Mechanical Hydraulic Systems

Pump stations, spillways, slide gates

Electrical

E- All Electrical All or any portion of subjects in the following Level 2 Designators

EA* Electrical Airfield Lighting and Navaids

Visual air navigation systems

EC* Electrical Cathodic Protection

Cathodic protection systems

ED Electrical Demolition Protection, termination, and removal

EG* Electrical Grounding Grounding, lightning protection devices

EI Electrical Instrumentation

Controls, relays, instrumentation, and measurement devices

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EL Electrical Interior Lighting

Interior lighting

EP Electrical Interior Power

Interior power

ES Electrical Site Exterior electrical systems (power, lighting, auxiliary)

ET Electrical Telecommunications

Telephone, network, voice, and data cables

EY Electrical Interior Auxiliary Systems

Alarms, nurse call, security, CCTV, PA, music, clock, and program

Telecommunications

T- All Telecommunications

All or any portion of subjects in the following Level 2 Designators

TA Audio Visual Cable, music, and CCTV systems

TC Clock and Program Time generators and bell program systems

TD* Telecommunications Demolition

Protection, termination, and removal

TI Intercom Intercom and public address systems

TM Monitoring Monitoring and alarm systems

TN Data Networks Network cabling and equipment

TS* SCADA Supervisory Control and Data Acquisition (SCADA) systems and equipment

TT Telephone Telephone systems, wiring, and equipment

TY Security Access control and alarm systems

Resource

R- All Resource All or any portion of subjects in the following Level 2 Designators

RA Resource Architectural

Existing facility architectural drawings

RC Resource Civil Surveyor's information and existing civil drawings

RE Resource Electrical Existing facility electrical drawings

RM Resource Mechanical

Existing facility mechanical drawings

RR Resource Real Estate

Real estate drawings

RS Resource Structural Existing facility structural drawings

Other Disciplines X

Contractor/Shop Drawings

Z

Operations O

* = Not in NCS 5.0

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Table 2-3. Model File Types.

Discipline Code Definition

General

BS Border Sheet

CS Cover Sheet

KP Key Plan

Hazardous Materials

DT Detail

EL* Elevation

LG Legend

PP Pollution Prevention Plan

QP* Equipment Plan

SC Section

XD* Existing/Demolition Plan

Survey/Mapping

AL Existing Airfield Lighting Plan

CP Existing Communication System Plan

EU Existing Electrical Utilities Plan

HP Existing Hydrographic Survey and Mapping Plan

HT Existing HTCW Utilities Plan

LG Legend

PB Property Boundary

PR Existing Profile

SC Existing Section

SP Survey and Mapping Plan

UP Existing Utilities Plan

Geotechnical

DT Detail

JP Joint Layout Plan

LB Boring Log

LG Legend

PV Pavement Site Plan

SC Section

SH* Schedule

SI Subsurface Investigation Plan

Civil

AF Airfield Plan

BR Beach Renourishment Plan

DT Detail

EL Elevation

ER Eco-Restoration Plan

FC Flood Control Plan

ERDC/ITL TR-12-X 18

GP Grading Plan

IP* Installation Plan/Base Map

JP Joint Layout Plan

KP* Staking Plan

LG Legend

NG Navigation/Dredging Plan

PL* Project Location Map

PR Profile

SC Section

SH* Schedule

SP Site Plan

TS Transportation Site Plan

UP Utilities Plan

XD* Existing/Demolition Plan

Landscape

DT Detail

EL* Elevation

IP Irrigation Plan

LG Legend

LP Landscape Plan

SC* Section

SH* Schedule

XD* Existing/Demolition Plan

Structural

3D Isometric/3D

BP Bridge Plan

CP* Column Plan

CW Misc. Small Civil Works Structures

DT Detail

EL Elevation

EP Enlarged Plan

FC Flood Control Structures

FP Framing Plan

LD Locks and Dams Plan

LG Legend

NP Foundation Plan

SC Section

SH Schedule

ERDC/ITL TR-12-X 19

XD* Existing/Demolition Plan

Architectural

3D* Isometric/3D

AC Area Calculations/Occupancy Plan

CP Reflected Ceiling Plan

DT Detail

EL Elevation

EP* Enlarged Plan

FP Floor Plan

LG Legend

QP Equipment Plan

RP Roof Plan

SC Section

SH* Schedule

XD* Existing/Demolition Plan

Interiors

3D* Isometric/3D

DT Detail

EL Elevation

EP* Enlarged Plan

FL Floor Patterns

LG Legend

QP* Equipment Plan

RP Furniture Plan

SC* Section

SH* Schedule

SP Signage Placement Plan

WP System Furniture Plan

XD* Existing/Demolition Plan

Fire Protection

3D* Isometric/3D

DG* Diagram

DT Detail

FA Fire Alarm/Detection Plan

FP Fire Suppression Plan

LG Legend

LP Life Safety Plan

SH* Schedule

XD* Existing/Demolition Plan

ERDC/ITL TR-12-X 20

Plumbing

3D* Isometric/3D

DG Diagram

DT Detail

EL* Elevation

EP* Enlarged Plan

LG Legend

PP Piping Plan

SH* Schedule

XD* Existing/Demolition Plan

Mechanical

3D* Isometric/3D

DG Diagram

DT Detail

EL Elevation

EP* Enlarged Plan

HP HVAC Plan

HS Hydraulic Systems

HT HTCW Utilities Plan

LG Legend

MD Machine Design Plan

MH Material Handling Plan

QP* Equipment Plan

SC Section

SH* Schedule

SP Specialty Piping Plan

XD* Existing/Demolition Plan

Electrical

AL Airfield Lighting Plan

AP* Auxiliary Power Plan

CP Exterior Communication Systems Plan

DG Diagram

DT Detail

EU Electrical Utilities Plan

GP Grounding System Plan

LG Legend

LP Lighting Plan

PP Power Plan

PS* Panel Schedule

ERDC/ITL TR-12-X 21

SH* Schedule

SS Special Systems Plan

XD* Existing/Demolition Plan

Telecommunications

DG Diagram

DT Detail

LG Legend

SH* Schedule

TP Telephone/Data Plan

XD* Existing/Demolition Plan

* = No Model File Table available in Appendix A

Existing/Demolition model file naming. There are instances when a facility is being renovated and the as-built designs need to be revised to show demolition and new items. These revisions would not be made on existing as-built model files, but on copies to ensure the original as-builts are not modified.

A model file type, Existing/Demolition (XD), has been added to the standard to allow users to make revisions to as-built files. This model file type is used to aid users in separating existing-to-remain items from items that will be demolished.

Example. An architect has an existing as-built floor plan model file for Building 1000, 2nd floor. For the current project, walls will be demolished and new walls constructed on the 2nd floor. First, a copy would be made of the original as-built file (B1000A-FPF2XX.dgn/dwg) , and the copy would be named B1000RENA-XDF2XX.dgn/dwg (B1000REN is the Project Code, A- is the Discipline Designator, XD is the Model File Type (Existing/ Demolition Plan), and F2XX are user-definable characters (F2=Floor 2)).

The architect would open this file and move all demolition items to demolition levels/layers (see Chapter 4, “Status (phase) levels/layers”).

When the new items in the Floor Plan are drawn, the architect would open a new model file called something like B1000RENA-FPF2XX.dgn/dwg (B1000REN is the Project Code, A- is the Discipline Designator, FP is the Model File Type (Floor Plan), and F2XX are user-definable characters (F2=Floor 2)). The file

B1000RENA-XDF2XX.dgn/dwg

ERDC/ITL TR-12-X 22

would be referenced in with the demolition levels/layers turned off. The architect would then use the Floor Plan active levels/layers to construct the new items for that project.

Sheet file naming convention

The sheet file naming convention (Figure 2-4) also has four mandatory fields. Similar to the format for model file naming, all fields must be used and in the correct sequence.

The first field is used for a 1- to 20-character Project Code (see “Project code”). The next two characters are the Discipline Designator with either a hyphen (Level 1) or an alphabetical/Level 2 Designator (Table 2-2). The next character is the Sheet Type Designator (Table 2-4) followed by a two-character Sheet Sequence Number (01-99).

Figure 2-4. Sheet file naming convention.

Table 2-4. Sheet Type Designators.

Sheet Type Designator

General (symbols legend, notes, etc.) 0

Plans (horizontal views) 1

Elevations (e.g., vertical views, profiles, etc.) 2

Sections (e.g., sectional views, cross sections, etc.) 3

Large Scale Views (plans, elevations, or sections that are not details) 4

Details 5

Schedules and Diagrams 6

User Defined 7

User Defined 8

3D Representations (isometrics, perspectives, photographs) 9

ERDC/ITL TR-12-X 23

Note: If the sheet sequence number goes above 99 sheets for a particular discipline, the user might want to consider using the Level 2 Designator in the Discipline Designator to further subdivide the discipline (Table 2-2).

Note: According to the NCS: “Sheet Sequence Numbers need not be sequential, to permit future insertion of sheets during design.”

Note: Occasionally, more than one Sheet Type (e.g., plan, elevation, detail) will be represented in one sheet file. If this is the case, the domi-nant Sheet Type determines the Sheet Type Designator.

For example, the sheet file name for a project at ERDC, Building 8000, Architectural Floor Plan, sheet sequence 02 could be:

ERDC8000A-102.dgn/dwg where ERDC8000 is the Project Code, A- is the Discipline Designator, 1 is the Sheet Type Designator (Plan), and 02 is the Sheet Sequence Number.

Adding a drawing sheet

If a sheet needs to be added between two sequential sheets, a Supplemental Drawing Designator may be appended to the end of a sheet file name (Figure 2-5). For example, if two sheets need to be added between sheets ERDC8000A-104 and ERDC8000A-105, then the sheet file names for the inserted sheets would be ERDC8000A104-A and ERDC8000A104-B. For more information on adding additional sheets, see “Adding or deleting drawing sheets and index sheet procedures” from Chapter 11 Drawing Revisions in ERDC/ITL TR-12-1 CAD Drafting Standard.

Figure 2-5. Supplemental drawing designator.

ERDC/ITL TR-12-X 24

Coordination Between Sheet File Name and Sheet Identifier

In assigning a sheet identifier (for use in the sheet identification block, reference bubbles, etc.), the user should coordinate with the name assigned to the electronic sheet file. The sheet identifier should consist of the discipline designator, sheet type designator, and the sheet sequence number (Figure 2-6).

As far as the sequence of the discipline designators in a drawing set, the NCS mandates that the disciplines follow the order as shown in Table 2-1.

Figure 2-6. Typical border sheet title block with sheet identification block

ERDC/ITL TR-12-X 25

3 Graphic Concepts

Presentation Graphics

The first step in establishing an effective CAD standard is the development of a uniform approach to presentation graphics. Presentation graphics typically consist of drawing elements such as lines, arcs, shapes, text, and their attributes (line color, line width, and line style). This chapter presents brief overviews of the characteristics of presentation graphics and the philosophy used to standardize them.

Line widths

Although “monowidth” line work is not contractually improper, varied line widths substantially improve readability. Most commercial CAD systems provide an extensive variety of line widths. However, for the majority of A/E/C drawings, the eight line widths defined in Table 3-1 are considered sufficient and should not be expanded unless an appreciable improvement in drawing clarity or contrast can be realized. Table 3-1 shows information about the various allowed line widths.

Table 3-1. Comparison of Line Widths.

Line Thickness mm in.

MicroStation Line Weight Typical Use

Fine 0.18 0.007 wt = 0 Patterning and material indications

Thin 0.25 0.010 wt = 1 Dimension lines, leaders, extension lines, break lines, grid lines, schedule grid lines, hidden objects, center lines, and setback lines

Medium 0.35 0.014 wt = 2 Object lines, text, property lines, terminator marks, schedule grid accent lines

Wide 0.50 0.020 wt = 3 Major object lines, cut lines, section cutting plane lines, property lines, drawing block borders, and titles

Extra Wide 0.70 0.028 wt = 5 Minor title underlining, footprints, match lines, schedule outlines, sheet borders, large titles, and object lines requiring special emphasis

XX Wide 1.00 0.040 wt = 7 Major title underlining and separating portions of drawings

XXX Wide 1.40 0.055 wt = 10 Border sheet outlines and cover sheet line work

XXXX Wide 2.00 0.079 wt = 15 Border sheet outlines and cover sheet line work

ERDC/ITL TR-12-X 26

Note: The NCS does offer an Extra Fine (0.13 mm) line width. However, the legibility on printouts becomes more difficult when the line width goes below the Fine (0.18 mm) line width. The NCS even states “Use of Extra Fine line widths should be avoided if the drawing will be plotted half-size.”

Line types/styles

The predominant line types/styles used in this standard are listed in Table 3-2 and are available as installed line types/styles in AutoCAD and MicroStation. The Center has also created custom line style files for MicroStation and AutoCAD, which include additional discipline line styles (see Appendix D). These files are available on the Center’s web site at https://cadbim.usace.army.mil/cad.

Table 3-2. Standard Line Types/Styles.

ID Description MicroStation Designator

AutoCAD Designator Example

0 Continuous 0 Continuous

1 Dotted 1 Dot

2 Dashed 2 Hidden

3 Dashed spaced 3 Dashed

4 Dashed dotted 4 Dashdot

6 Dashed double-dotted

6 Divide2

7 Chain 7 Center

Line color

The primary reason to use color in CAD drawings is to improve the clarity of the drawing on a computer monitor. The variety of colors available in a CAD application depends on the capabilities of the computer monitor and its video card. Today, most systems are capable of displaying up to 16.8 million colors. For consistency, this manual recommends that all A/E/C drawings be created using the basic colors presented in Table 3-3 whenever possible.

Note: The recommended colors are best viewed on a monitor with a black background.

ERDC/ITL TR-12-X 27

Appendix C contains a 256-color map for the AutoCAD and MicroStation color palettes. The table maps AutoCAD’s default color palette to MicroStation’s default color palette. The color table is provided for those users who require more colors than the eight shown in Table 3-3.

Table 3-3. Screen Color Comparisons.

Color

Color Number Ratios of RGB

AutoCAD MicroStation Red Green Blue

Blue 5 1 0 0 255

Gray 8 9 128 128 128

Green 3 2 0 255 0

Red 1 3 255 0 0

Yellow 2 4 255 255 0

Magenta 6 5 255 0 255

Cyan 4 7 0 255 255

White 7 0 255 255 255

Note: Color numbers for AutoCAD and MicroStation were taken from default color tables.

Screening

Screened images are created through a process in which the density and pattern of black and white dots are varied to simulate different shades of gray. Varying the intensity of gray scales allows users to distinguish different aspects of a drawing when it is plotted. For example, an area on a site designated for demolition can be assigned a color that has been assigned a screening percentage. When plotted, the area will be shown at a lighter shade compared with other elements in the drawing. This will allow the contractor to immediately identify the demolition area on the drawing.

Table 3-4 lists colors recommended to be used for screening along with a recommended screening percentage. Optionally, when variations in screening are not important, a single screening can be applied to all screened graphics.

Plotting

Printers and plotters are controlled by files called pen tables or feature tables. These files (tables) convert thicknesses and/or color in an elec-tronic file to line thicknesses on a paper drawing.

ERDC/ITL TR-12-X 28

Table 3-4. Screened Colors.

AutoCAD MicroStation Gray Scale Ratios (RGB)

Color No. Screen percent Color No. Screen percent Red Green Blue

250 60 8 60 102 102 102

251 50 200 50 128 128 128

252 40 168 40 153 153 153

253 30 120 30 179 179 179

254 20 56 20 204 204 204

This manual standardizes presentation graphics as they relate to electronic drawing files (screen display) and not the final printed or plotted paper drawing. By employing pen tables, each agency can ensure that consistent drawings are produced from an electronic file regardless of the type of printer or plotter used. It is the responsibility of each field activity to develop pen tables based on the printer/plotter used at that activity.

Text

Text styles/fonts

Each of the two major CAD platforms contain sets of fonts that have been designed for use in CAD drawing presentation. MicroStation has various fonts stored in font resource files, with each resource file capable of containing multiple fonts. AutoCAD has individual fonts as shape files. In addition, each platform has the ability to support TrueType fonts that are installed on the individual computer. Each application also has the ability to create additional fonts for its use. Since projects designed in CAD are planned for use many years into the future and files will be used by many different individuals, use of any nonstandard font is not recommended.

This includes fonts for symbology, logos, business titles, etc.

There is not a direct relationship between MicroStation resource files and AutoCAD shape files. Therefore, it is important that font use be reviewed at the start of a project and decisions made on fonts that are then used consistently throughout the project by all disciplines. Previous releases of the A/E/C CAD Standard allowed the use of various AutoCAD, Micro- Station, and TrueType fonts. To improve the direct translation of fonts between applications, only TrueType fonts are now allowed in the A/E/C CAD Standard.

ERDC/ITL TR-12-X 29

Contrasting text styles (or fonts) are used within a drawing to delineate types of information. In most A/E/C drawings, the fonts shown in Table 3-5 should be sufficient.

Table 3-5. Comparison of Font Types.

Font Type TrueType

Monotext Lucida Console

Proportional Arial

Slanted Arial (slanted by 21.8 degrees)

Filled Arial Black

Symbology Symbol

Monotext font. This font creates text characters that are evenly spaced.

Monotext font should be used where text fields need to be aligned such as in schedules or, in some cases, title blocks.

Proportional font. This font creates text where the characters are proportionally spaced. It is appropriate for general notes, labels, or title blocks.

Slanted font. A slanted font is used where text needs to be easily distin-guished from other text.

ERDC/ITL TR-12-X 30

Filled font. Filled fonts are used primarily for titles and on cover sheets.

Symbology font. This font should be used in cases where Greek sym-bols are representations for technical information.

Text height

The NCS recommends that the minimum text height for plotted CAD files is 3/32 in. (2.4 mm). However, to maintain legibility in half-size drawings, most sites go no lower than 1/8 in. (3 mm) in text height for dimensions, notes, callouts, table/schedule text, and general text on full size drawings.

Subtitles and titles shall be plotted equivalent to 3/16 in. (5 mm) and 1/4

in. (6 mm) lettering size, respectively. The text height and text width shall be assigned equal number values. Line spacing shall be equal to one half of the text height.

General text placement

Text shall never be placed over other text. Text shall not be placed over feature lines, hatching, or…