Design and Drafting Standards

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    Advanced Photon SourceAPS Engineering Support Division

    APS Design & Drafting Standards

    TABLE OF CONTENTS

    PREFACE

    SECTION 1 -- GENERAL DRAFTING STANDARDS

    1.1 - SCOPE1.2 - GENERAL RULES

    1.3 - VIEWS PRESENTATIONS

    1.4 - SECTION LINING1.5 - PRINT FOLDING FORMAT

    1.6 - CHECK OF DRAWINGS

    SECTION 2 -- AUTOEDMS

    This section is under development

    2.1 - INTRODUCTION2.2 - LOGGING ON2.3 - OPENING FORMS

    2.4 - SEARCHING THE DATABASE

    2.5 - CHECKING OUT A DRAWING2.6 - RUNNING AUTOCAD

    2.7 - CHECKING IN A DRAWING2.8 - VIEWING AUTOCAD DRAWINGS2.9 - CREATING A NEW DRAWING

    2.10 - DCNs, DOCUMENT CONTROL NUMBERS

    2.11 - LOGGING OUT

    SECTION 3 -- AUTOCAD PRACTICES

    3.1 - SCOPE

    3.2 - AUTOCAD PRACTICES

    SECTION 4 -- PREFERRED LIMITS AND FITS FOR CYLINDRICAL PARTS

    4.1 - SCOPE4.2 - DEFINITIONS

    4.3 - SELECTION OF FITS4.4 - STANDARD FITS4.5 - RECOMMENDED TOLERANCE SYSTEM

    SECTION 5 -- DRAWING NUMBERS AND REVISIONS

    5.1 - SCOPE5.2 - DRAWING NUMBERS5.3 - DRAWING REVISIONS

    SECTION 6 -- GENERAL DIMENSIONING AND TOLERANCING

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    6.1 - SCOPE

    6.2 - DEFINITIONS6.3 - GENERAL DIMENSIONING RULES6.4 - UNITS OF MEASUREMENT

    6.5 - APPLICATIONS OF DIMENSIONS

    6.6 - TOLERANCING6.7 - GENERAL TOLERANCING RULES

    SECTION 7 -- SURFACE FINISH

    7.1 - SCOPE7.2 - APPLICABLE DOCUMENTS7.3 - DEFINITIONS AND TECHNICAL ISSUES

    SECTION 8 -- WELDS AND WELD SYMBOLIZATION

    8.1 - SCOPE8.2 - DEFINITIONS8.3 - WELD DESIGN FOR UHV COMPONENTS

    SECTION 9 -- SCREWS, NUTS AND WASHERS

    9.1 - SCOPE9.2 - DIMENSIONS9.3 - MATERIALS

    9.4 - SCREW SIZES9.5 - THREADS9.6 - DRAWING REPRESENTATIONS

    9.7 - SUSPECT/COUNTERFEIT PARTS

    SECTION 10 -- FACILITIES DESIGN STANDARD

    10.1 - SCOPE10.2 - FLOOR PLAN ORIENTATION

    10.3 - DRAWING SCALES10.4 - DRAWING SCALE PROVISIONS/NOMENCLATURE

    10.5 - DRAWING REDUCTION

    10.6 - DIMENSIONING10.7 - PLOTTING10.8 - MANUAL DRAWING DETAILS, SECTIONS, ELEVATIONS, FLOOR PLANS, ETC.

    10.9 - DRAWING SHEETS10.10 - TEXT

    10.11 - CADD COMPATIBILITY10.12 - SYMBOLS10.13 - LAYERING10.14 - ABBREVIATIONS

    10.15 - REVISIONS AND MODIFICATIONS10.16 - FACILITY DOCUMENT NUMBER10.17 - CADD FILE NAME

    10.18 - SECTION AND DETAILING NOMENCLATURE

    10.19 - TITLE BLOCK10.20 - ELECTRONIC DRAWING REVIEW

    10.21 - FINAL SUBMITTAL OF DRAWINGS

    SECTION 11 -- DETAILED CHECKING PROCEDURE

    11.1 - SCOPE

    11.2 - CHECKING PROCEDURE

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    PREFACE

    This Design and Drafting standard has been compiled in order for the Advanced Photon Source's Designand Drafting Group to better communicate design requirements to our customers.

    Through better communication, the Design and Drafting Group hopes to create a mutual understanding of

    our design requirements among all of our customers.

    Only if such mutual understanding exists can the Advanced Photon Source be assured that all of our

    suppliers are building our needed components as we require.

    When building components for the Advanced Photon Source, close adherence to the standard establishedin this manual is vital. Following these standards means that the components will meet our requirements, but

    more importantly, that the components supplied by the vendors will meet the Advanced Photon Source'sstandard of quality for the useful life of the machine.

    Although this manual presents a consolidation of available information, it is impracticable to include all data

    pertinent to the fabrication of components; therefore, sound reasoning and good judgment must be

    exercised in making interpretations from this manual.

    Thank you

    Paul Choi

    The following valuable contributions were made in the development of this manual. Sections 1 and 3-9 were

    coordinated by S.Sharma.

    Main Contributors for the sections:

    Section 1: C. Brite, S. Sharma, A. Barcikowski

    Section 2: M. Eisenberg, P. Choi

    Section 3: D. Prokop, E. Rotela

    Section 4: S. Hanuska, G. Goeppner, S. Sharma, D. Jaskoviak

    Section 5: S. Sharma, D. Shu, L. Pruitt

    Section 6: E. Rotela, S. Sharma, A. Barcikowski

    Section 7: D. Mangra, S. Sharma, P. Choi

    Section 8: E. Trackhtenberg, I.C. Sheng, S. Sharma, A. Barcikowski

    Section 9: S. Hanuska, S. Sharma, P. Choi

    Section 10: D. Prokop, P. Choi

    The manual was carefully reviewed by P. Belko and F. Saffrahn. Thanks to A. Salzbrunn for typing andediting several versions of the manual. We also would like to thank Kevin Costello and R. Fenner for thecover drawing. ANSI Y14.5M is included as an appendix to compliment the manual.

    SECTION 1 -- GENERAL DRAFTING STANDARDS

    1.1 SCOPE

    This section defines general rules and practices to be followed by all APS designers and drafters toproduce design drawings of consistent and professional quality. The contents of this section are intended to

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    be consistent with various American national standards listed in Table 1.1. Because of the broad scope of

    the APS design and drafting activities and the need for an accurate interpretation of the drawings produced,any use of special or local practices is strongly discouraged.

    The accuracy and adequacy of the design and drafting work and its compliance with the applicable

    standards remain the responsibility of the designer or drafter. Nothing contained in this manual shall be

    construed as relieving the designer or drafter of the individual responsibility for producing quality drawings.

    1.2 GENERAL RULES

    1.2.1 All drawings shall comply with rules and guidelines for dimensioning and tolerancing given in Section6.

    1.2.2 Commercially available components are to be used whenever possible. Catalog number, short

    description, supplier name, and quantities are to be given on the parts list.

    1.2.3 Each detail shall be drawn on a separate sheet except for tooling, weldments, and architecturaldrawings.

    1.2.4 Each detail is to contain all information needed for fabrication independent of other drawings (with the

    possible exception of drill-on-assembly techniques). This includes, but is not limited to:

    (a) Specific materials called for by name, identifying number, and specification.

    (b) Material hardness and hardness depth.

    (c) Annealing or stress relieving.

    (d) Surface finish symbols.

    (e) Weld symbols with joint sizes and other requirements (See Section 8).

    (f) Testing specifications, such as pressure tests, vacuum tests, dye penetrant tests, magna-flux tests,radiographic tests, etc.

    (g) Finish specifications such as painting, plating, etc.

    (h) Brazing specifications.

    (i) Calculated weight for heavy components. In special cases add provisions for lifting.

    (j) Identification of all assemblies with the drawing number.

    1.2.5 Sub-assemblies, in general, are to be drawn in the same orientation as their assembly.

    1.2.6 Dimensions given are to be the ones used to fabricate, inspect, and match other parts.

    1.2.7 Prints are not to leave the Laboratory with pencilled or penned markings. Drawings are to be revisedto reflect such markings. See Section S on Drawings Numbers and Revisions.

    1.2.8 All drawings are to be brought up to date and revisions noted in the revision block (see Section 7).

    1.2.9 Reasonable simplified drafting practices shall be used. Repetition, excessive use of hidden lines,

    unnecessary views, shading, and overuse of section lines are to be avoided.

    1.2.10 The term "TYP" shall not be used. The number of specific places must be noted. The "X" is a full

    character height or upper case. (Example: 2X).

    1.2.11 The use of multiple sheet drawings should be avoided if possible. If multiple sheet drawings must beused they must all have the same log number and document number listed in title blocks. All sheets must

    have the same title listed in title blocks, since DCC can enter only one (1) in the database. All sheets must

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    be of the same size and scale. When revising multiple sheet drawings, the revision levels (i.e., the last two

    (2) digits of the log number and document number) must be updated on all sheets.

    1.2.12 All dimension, text, notes will be in capital letters, block form, and aligned horizontally with the

    drawing title block. The exception is for art work, labels, and logos that are specified on a drawing.

    1.2.13 All dimensions shall be decimal values. The use of fractions is to be avoided. The exception is in the

    identifier for thread sizes, both fraction and decimal values are acceptable.

    1.2.14 No symbols are to be used unless otherwise approved. Only acceptable APS abbreviations areallowed.

    1.2.15 All characters height will be .13. All sectionals, views, and identifiers text will be .25 in height and may

    be in BOLD characters.

    1.2.16 All title block titles will reflect the W.B. S. titles description on the first four (4) or less of the titleblock.

    1.3 VIEWS PRESENTATION

    1.3.1 All drawings shall be produced using the "third angle orthographic projection" system. The third anglesystem is preferred as the American standard because the views are the same as those obtained by

    observing the object from the front, top, side, or rear as indicated by directional arrows in Figure 1.1. Thearrangement of typical views is shown in Figure 1.2.A minimum number of views, necessary to completely

    describe the object, shall be used.

    1.3.2 Sectional views shall be placed as close as practical behind the arrows, showing the shape and

    construction of the object at the cutting plane (see Figure 1.3).

    If it becomes necessary to rotate a sectional view, the degree of rotation and direction are specified.

    A sectional view must be identified by its title consisting of the full word SECTION followed by the pair of

    letters; for example, SECTION A-A, SECTION B-B, etc. Avoid use of letters I, O, Q, S, X, Y and Z forsectional views. Lettering shall be upper case.

    1.3.3 Detail views shall be shown in the same plane and in the same arrangement as in the principal view.Two ways of identifying the area of detail are shown in Figure 1.4. The view scale is specified directlybelow the view (and its title).

    1.4 SECTION LINING

    For general use a cross-section lining symbology depicting cast iron (see Figure 1.3) shall be used on detailand assembly drawings, regardless of actual material. When two or more materials must be identified

    individually in a drawing, use the material-specific symbology of the latest ANSI Standards whereverapplicable.

    1.5 PRINT FOLDING FORMAT

    For ease of handling and filing, prints shall comply with the folding format depicted in Figure 1.5. Finalfolded will be approximately 8.5 inch vertical x 11.0 inch horizontal.

    1.6 CHECK DRAWINGS

    1.6.1 In general, drawings will be reviewed for general compliance with the following:

    a. Established standards

    b. Manufacturing feasibility

    c. Dimensional tolerance considerations

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    d. General Safety practice

    e. Simplicity

    f. Economy

    g. View alignment

    h. Scale

    i. Materials

    j. Fit of mating parts

    1.6.2 All reference materials should be made available to the checkers.

    1.6.3 APS Design Room Check Print Procedure:

    The designer shall make a set of prints upon completion of a job. These prints shall be stamped"CHECK PRINTS" and dated. The first set of "CHECK PRINTS" shall be no larger than "D" sizeformat (21.00" x 33.00").

    1.

    This set of prints shall be given to the design room manager. Designer will move files from D/D tochecker using AutoEDMS.

    2.

    The design room manager will forward the prints to the checker. Rush job priorities will be authorized

    by the design room manager.

    3.

    The designer will furnish reference materials and others requested by the checker. This reference

    material shall include:

    a. Layouts

    b. Calculations

    c. Reference prints of mating parts and existing parts

    d. Location of coordinates

    e. Copies of catalog data for purchased parts

    f. Copies of the pages from the drawing numbers from which numbers have been assigned, DCC

    forms, and IDP forms.

    g. An up-to-date electronic file copy of the corresponding assembly.

    4.

    Signed check prints will be delivered to the design room manager. Reference data will be returned to

    the designer.

    5.

    The design room manager will give the check prints to the designer for updating.6.

    Updated originals plus check prints will be given to the checker by the designer. If the designer makes

    any new changes he must notify the checker of all changes.

    7.

    The checker will back-check the drawings, sign the originals, and then return the originals to thedesign room manager. The check prints and the reference material will be filed for a reasonable

    length of time.

    8.

    After all signatures are on originals, they are forwarded to DCC and checker will move the files fromchecker to DCC using AutoEDMS.

    9.

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    SECTION 2 -- AUTOEDMS

    Contents in this chapter are for reference only.

    AUTOEDMS 3.1 is currently under development, and new standards will follow after AUTOEDMS 3.1

    is installed.

    Thanks,

    Paul Choi

    SECTION 3 -- AutoCAD PRACTICES

    3.1 SCOPE

    All off icial APS drawings are produced on the AutoCAD system. The purpose of this section is to outlinegeneral AutoCAD practices that have been implemented to promote drafting efficiency, and access and

    portability of the design drawings.

    3.2 AutoCAD PRACTICES

    3.2.1 All drawings produced on the AutoCAD system shall comply with the applicable ANSI standards andthe standards not included in this manual. 3.2.2 Access to the AutoCAD system will be via AutoEDMS (seeSection 2) unless specifically exempted by the Supervisor, or the responsible engineer.

    3.2.3 A new drawing shall be initiated by downloading a standard formatted blank drawing (via AutoEDMS)

    containing APS-designated title block and border. An appropriate size FORMAT scaled to fit the drawing's

    requirements shall be used. Do not explode the FORMAT.

    3.2.4 Use of multiple sheets in a single electronic file should be avoided. See Section 1.2.11.

    3.2.5 Drawings shall be created with all features in full size, drawn at 1:1 scale.

    3.2.6 The drawing coordinates x,y = 0,0 shall be on lower left corner of the screen.

    3.2.7 Associative dimensioning shall be used. The only exception will be when the parts must show breaklines.

    3.2.8 All text shall be in ROMANS vertical font, (not slanted). Character height will be .13 or multiples of

    dependent on drawing scale.

    3.2.9 All dimensioning symbols will be of standard shapes and sizes. An electronic file of the symbols will

    be provided by the D&D Supervisor. Refer to latest ANSI Standards in Dimensioning and TolerancingBook, Appendix C, Figure C-1.

    3.2.10 Hatch patterns available in the standard version of AutoCAD shall be used. (C.I. is preferred when

    nothing else applies).

    3.2.11 Colors and line types shall be assigned by layers in all new drawings. The layers shall be identified

    by names, rather than by numbers as in the existing drawings. This will ensure the layers' uniformity in the

    new drawings without causing conflict when old drawings are imported. The layers shall be identified asfollows:

    LAYER COLOR NO. COLOR LINETYPE

    BORDER 9 Light Blue Continuous

    CENTER 1 Red Center

    DIM 4 Cyan Continuous

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    HATCH 8 Light Grey Solid

    HIDDEN 3 Green Hidden

    OUTLINE 7 White Continuous

    PHANTOM 5 Blue Phantom

    TEXT 2 Yellow Continuous

    TB_INFO 2 Yellow Continuous

    TB_TEXT 4 Cyan ContinuousTITLEINF Light Yellow Continuous

    MISC 6 Magenta Continuous

    3.2.12 Color number 0 (zero) shall be reserved for transporting files and inserting blocks.

    3.2.13 The line width for each layer shall remain fixed. Refer to latest ANSI Standards for moreinformation. (see Figure 3.3).

    3.2.14 When saving the electronic f ile, the GRID and UCIC Icon shall be off, unnecessary views and

    sections shall be eliminated, and any other extraneous information shall be purged.

    3.2.15 Dimension styles and its variables have built-in default values. These values should not be changed

    or modified except for the length scale factor, which may be modified for auxiliary views and section views,

    depending on their scale.

    SECTION 4 -- PREFERRED LIMITS AND FITS FOR CYLINDRICAL PARTS

    4.1 SCOPE

    This section covers preferred limits and fits for cylindrical parts used in the design of APS mechanical

    components. The tables included in this section are based on ANSI B4.1-1979 (R1987). For purchased

    parts such as shafts, dowels, bearings, bushings, etc., fits and allowances outlined in this section shall beused when manufacturers' recommendations are not available.

    4.2 DEFINITIONS

    Allowance: Allowance is the intentional difference between the maximum material limits of matingparts. It is the minimum clearance or maximum interference intended between such parts.

    Tolerance: A tolerance is the total by which a specific dimension may vary.

    Basic Size: The basic size is that diameter to which allowances and tolerances are applied toachieve the limits of size for shaft and hole.

    Fit: Fit is the general term used to signify the range of tightness which may result from theapplication of a specific combination of allowances and tolerance in the design of mating

    parts.Clearance Fit: A clearance fit is one having limits of size so prerscribed that a clearance always results

    when mating parts are assembled.

    Interference Fit:An interference fit is one having limits of size so prescribed that an interference always

    results when mating parts are assembled.

    Transition Fit: A transition fit is one having limits of size so prescribed that either a clearance or aninterference may result when mating parts are assembled.

    Basic Hole

    System:

    A basic hole system is a system of fits in which the design size of the hole is the basicsize and the allowance is applied to the shaft. This is the system used in this standard.

    Basic Shaft

    System:

    A basic shaft system is a system of fits in which the design size of the shaft is the basic

    size and the allowance is applied to the hole.

    4.3 SELECTION OF FITS

    In selecting limits of size for any application, the type of fit is determined first, based on the use or service

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    required from the equipment being designed. Then the limits of size of the mating parts are established to

    insure that the desired fit will be produced. The standard fits shown herein should cover most applications.

    4.4.1 RC Running or Sliding Fits: (Table 4.1)

    RC 1. Close Sliding Fits are intended for the accurate location of parts which must assemble without

    perceptible play.

    RC 2. Sliding Fits are intended for accurate location but with greater maximum clearance than classRC 1. Parts made to this fit move and turn easily but are not intended to run freely and in the largersizes may seize with small temperature changes.

    RC 3. Precision Running Fits are about the closest f its which can be expected to run freely. They are

    intended for precision work at slow speeds and light journal pressures, but are not suitable whereappreciable temperature differences are likely to be encountered.

    RC 4. Close Running Fits are intended chiefly for running fits on accurate machinery with moderate

    surface speeds and journal pressures where accurate locations and minimum play is desired.

    RC 5. Medium Running Fits are intended for higher running speeds or heavy journal pressures or

    both.

    RC 6. Medium Running Fits are intended for applications where more play than RCS is required.

    RC 7. Free Running Fits are intended for use where accuracy is not essential or where large

    temperature variations are likely to be encountered or under both these conditions.

    RC 8. Loose Running Fits are intended for use where materials such as cold-rolled shafting and

    tubing, made to commercial tolerance are involved.

    4.4.2 LC Locational Clearnace Fits (Table 4.2)

    LC 1 through LC 11 Transition Fits are intended for parts which are normally stationary but which can befreely assembled or disassembled. They run form snug fits for parts requiring accuracy of location, throughthe medium clearance fits for parts such as spigots, to the looser fastener fits where freedom of assemblyis of prime importance.

    4.4.3 LT Locational Transition Fits (Table 4.3)

    LT 1 through LT 7 Transition Fits are a compromise between clearance and interference fits, for application

    where accuracy of location is important but either a small amount of clearance or interference ispermissible.

    4.4.4 LT Locational Interference Fits (Table 4.4)

    LN 2 and LN 3 Locational Interference Fits are used where accuracy of location is of prime importance,

    and for parts requiring rigidity and alignment with no special requirements for bore pressure. Such fits are

    not intended for parts designed to transmit frictional loads from one part to another by virtue of the

    tightness of fit, as these conditions are covered by force fits.

    4.4.5 FN Force and Shrink Fits (Table 4.5)

    FN 1 Light Drive Fits requires light assembly pressures and produce more or less permanent assemblies.

    They are suitable for thin sections or very long fits or in cast-iron external members.

    FN 2 Medium Drive Fits are suitable for ordinary steel parts or for shrink fits on light sections. They are

    about the tightest fits that can be used with high-grade, cast-iron external members.

    FN 3 Heavy Drive Fits are suitable for heavier steel parts or for shrink fits in medium sections.

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    FN 4 Force Fits are suitable for parts which can be highly stressed or for shrink fits where the heavy

    pressing forces required are impractical.

    4.5 RECOMMENDED TOLERANCE SYSTEM

    The unilateral system of tolerance is recommended, in which the tolerance on each part (shaft and hole) isdisposed in only one direction from the design size,plus for the hole and minus for the shaft. See

    Example

    For an example, examine the fits and allowances of a 1" OD x 1/2" ID "home-made" sleeve bearing*carrying a rotating 1/2" OD shaft (see Fig. 4.0). It has been determined that the bearing will be pressed into

    a steel plate with a medium drive fit (FN 2), and the shaft will be given a free running fit (RC 7).

    Plate/Bearing Fit from Table 4.5:

    1" Nom. Size, Hole = + 0.8 thousandths + .0008

    - 0.0 thousandths Plate = 1.0000 dia. - .0000

    Shaft (Bearing OD) = + 1.9 thousandths +.0000

    + 1.4 thousandths Prg OD = 1.0019 dia. -.0005

    Bearing/Shaft Fit from Table 4.1:

    1/2" Nom. Size, Hole = + 1.6 thousandths + .0016

    - 0.0 thousandths Prg ID + .5000 dia. - .0000

    Shaft = - 2.0 thousandths + .000

    - 3.0 thousandths Shaft OD = .4980 dia. - .001

    _________________________

    *Purchased sleeve bearings generally come with OD oversize by the amount necessary to achieve theproper press fit in a normal reamed hole. It is therefore necessary for the designer to specify the hole size

    and tolerance to accommodate the bearing accordingto the "Limits of Clearance" in the tables, or to usethe manufacturer's recommendations if available.

    SECTION 5 -- DRAWING NUMBERS AND REVISIONS

    5.1 SCOPE

    This section describes various drawing numbers and their use on the APS drawings. The drawing numbers

    are assigned and controlled by the APS Document Control Center (DCC). Details of the responsibilities

    and functions of the DCC and how they affect the designing and drafting process are given in "DocumentControl Center, Hands-on Guide for APS Users." New drawing numbers are obtained through DCN requestforms.

    5.2 DRAWING NUMBERS

    The following drawings numbers are presently in use:

    5.2.1 Log Number

    A log number is a seven (7) digit number preceded by a letter (letter A at present), that is assigned to thedrawing by the DCC upon written request. This number is assigned sequentially to the drawings as well as

    other APS documents. The log numbers often appear to be at random on related drawings when the

    requests for numbers are not submitted at the same time. Once a log number is assigned to a drawing, it

    never changes except for its revision level designation, (i.e., its last two (2) digits). (The last two (2) digitsare for revision designation and should coincide with the revision level of the document number).

    Because of its small field length (8), the log number is easier to use in database and DOS applications. It is,

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    therefore, commonly used for storing, searching and retrieving a specific drawing from a large database of

    drawings and documents. In APS drawings, the log number is always used in conjunction with a drawingnumber (either a Logical Drawing Number or a Prototype Drawing Number, see below) in the title block.

    5.2.2 Document Number

    In September 1992 the DCC replaced the existing septum with a logical drawing numbering system thatallowed users to identify relationships between assemblies, sub-assemblies, and their parts. A Document

    Number consists of three (3) parts: (1) a WBS number, (2) a six-digit sequence, called Logical DrawingNumber (LDN), and (3) a two-digit sequence identifying the drawing revision number.

    The multiple-digit WBS number, explained in "Document Control Center, Hands-on Guide for APS Users,"

    identifies a major component assembly of the APS Project. The six-digit LDN is composed of three (3)

    two-digit sequences (see Figure 5.1), representing (from left to right) a sub-assembly, a sub-sub-assembly,and a part. Figure 5.1 illustrates how this hierarchical breakdown is used for a photon shutter assembly.

    The division of a major component assembly (defined by the WBS number) into sub-assemblies, sub-sub-assemblies, and parts is the responsibility of the cognizant engineer and his designer. For a specif icdrawing they propose to the DCC a complete document number consisting of the WBS, LDN, and revision

    number. The DCC's responsibility is limited to verifying that the proposed number has not already been

    assigned.

    In order to avoid any conflict with the old design numbers not based on LDN, the number zero is not

    allowed in the first digit (left most) of the LDN. This ensures that the assigned number will always be

    different from the old numbers which contained only five (5) digits.

    5.2.3 Prototype Drawing Number

    A prototype drawing number has the same structure as document number except that the former ispreceded by the letter "P" indicating a prototype. This drawing number is used when the components beingdesigned are still in a prototype phase and may not be used in the APS machine. When a prototype

    drawing is considered to be acceptable, the prototype drawing number is converted to the logical drawing

    number by dropping the letter "P" and incrementing the revision number.

    5.2.4 Sketch Number

    A sketch number is a five-digit number preceded by the letter "S". Drawings with sketch numbers aregenerally used by engineers and physicists to convey design information to the design and drafting staff .

    Their use is restricted to R&D activities. Although the sketch numbers are issued by the DD, it does notstore or in any way control drawings with sketch numbers.

    The use of sketch numbers on the APS production drawings is not to be used. Asof January 1996 sketch

    numbers will no longer be used.

    5.2.5 Electronic File Number

    The Experimental Facilities Division (XFD) uses electronic file numbers in its Design Exchange System,

    which is being set-up to exchange design drawings of standard components between XFD, beamline users,and other outside organizations. An electronic file number consists of a descriptive identifier of field lengthtwo (2) followed by the logical numbering sequence (LDN) explained above in sub-section 5.2.2. The

    descriptive identifier essentially replaces the long WBS number. Its first field is a letter which represents acomponent group, and the second field is a number assigned sequentially to different components of thatgroup.

    As an example, an existing APS Drawing Number 1415972-810000-00, consisting of WBS 1.4.1.5.9.7.2,LDN 810000, and revision 00, is identified as V2810000 in the Design Exchange System.

    5.3 DRAWING REVISIONS

    5.3.1 Revision - The term "revision" refers to any change on the drawing after the drawing has been

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    approved and submitted to DCC.

    5.3.2 Revision Number- The last two digits of the logical drawing number and the prototype drawingnumber identify the revision number. The original release is identified by -00, and subsequent releases are

    numbered sequentially from -01 to 99.

    5.3.3 Document Change Note - A Document Change Note (DCN) must be submitted to the DCC with the

    revised drawings for approval and to update the database.

    5.3.4 Revision Symbol- A revision symbol is an identifying number, enclosed in an equilateral triangle asshown in Figure 5.2. Revision symbols shall be used to locate the revision in the field of the drawing. To

    avoid crowding of revision symbols, a single revision symbol may be used to identify the changes if they

    are properly identified and described in the (DCN).

    5.3.5 Location - Revision symbols shall be located as near as possible to the notes, lines, views, or

    dimensions which are changed so as to minimize the number of symbols.

    5.3.6 Multiple Changes - All changes to a drawing incorporated at one time shall be identified by the same

    revision number. The changes shall be identified by a revision tri-marker with that corresponding revisionnumber.

    5.3.7 Revising a Change - Whenever a change is revised, a new symbol shall be placed next to the

    previous one.

    5.3.8 Revision Block- Each revision shall be recorded in the revision block of the drawing (see Figure 5.2)

    showing (1) revision symbol, (2) the DCN number, (3) initials of the person making the change, (4) signedinitials of the person authorizing the change, and (5) date of the revision.

    SECTION 6 -- GENERAL DIMENSIONING AND TOLERANCING

    6.1 SCOPE

    Rules and guidelines for dimensioning and tolerancing are intended to establish uniform practices for

    specifying and interpreting design requirements. As a rule, all APS drawings shall comply with ANSIY14.5M-82, "Dimensioning and Tolerancing," in its entirety. If there is a conflict, the rules given in thissection shall take precedence.

    ANSI Y14.5M-82 is included in this design manual as Appendix 6-A. For a quick reference, only the mostcommonly used dimensioning and tolerancing requirements are outlined below.

    6.2 DEFINITIONS

    6.2.1 Dimension. A dimension is a numerical value expressed in appropriate units of measure and

    indicated on a drawing along with lines, symbols, and notes to define a geometric characteristic of anobject.

    6.2.2 Reference Dimension (REF). A reference dimension is a dimension without tolerance used only forinformation purposes and does not govern production or inspection operations. The preferred method is to

    place the reference dimension within parentheses.

    6.2.3 Nominal Size (NOM). The nominal size is the designation which is used for the purpose of general

    identification, that is, 1.500 IPS, .062 stock size, etc.

    6.2.4 Basic Dimension. A numerical value used to describe the theoretically exact size, profile, orientation,or location of a feature or datum target. It is the basis from which permissible variations are established by

    tolerances on other dimensions, in notes, or in feature control frames. Basic dimensions are shown on thedrawing in enclosed rectangle.

    6.2.5 Maximum Material Condition (MMC). The condition in which a feature of size contains the

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    maximum amount of material within the stated limits of size; for example, minimum hole diameter,

    maximum shaft diameter.

    6.2.6Allowance. An allowance is the intentional difference between the maximum material limits of mating

    parts. It is the minimum clearance or maximum interference intended between such parts.

    6.2.7 Tolerance. The total amount by which a specific dimension is permitted to vary. The tolerance is the

    difference between the maximum and minimum limits.

    6.2.8 Standard Tolerances. Dimensions shown without tolerances are controlled by the standardtolerances shown in the title block, except dimensions in welding symbols; those labeled STOCK, NOM,

    REF, MAX, MIN, BASIC; and similar dimensions that are otherwise controlled.

    6.2.9 Datum. A datum is the origin from which the location or geometric characteristics of features of a

    part are established. NOT A CENTERLINE.

    6.2.10 Feature. The general term applied to a physical portion of a part, such as a surface, hole, or slot.

    6.3 GENERAL DIMENSIONING RULES

    6.3.1 Dimensioning of parts must convey enough information to define clearly the engineering intent, sothat no scaling of drawings is required, nor any assumptions need to be made. Functional dimensional

    values is the preferred method.

    6.3.2 Each dimension must be expressed clearly so that it will be interpreted only one way. No factional

    dimensions are to be used only decimal dimension is the accepted practice.

    6.3.3 No surface, line, or point may be located by more than one toleranced dimension in any onedirection. If a dimension is repeated, it is marked REF.

    6.3.4 Dimensions shall be selected and arranged to avoid accumulation of tolerances.

    6.3.5 Dimensions are shown on the view that most clearly represents the form of the feature beingdimensioned.

    6.3.6 Dimensions are shown outside the outline of the part unless clarity is impaired.

    6.3.7 Dimensioning to hidden lines shall be avoided.

    6.3.8 Dimensions must be selected to give the required information directly so that no calculations are

    needed to arrive at usable figures.

    6.3.9 Where practicable, the finished part should be defined without specifying the manufacturing method.Thus, only the diameter of a hole is given without specifying how it is to be produced.

    6.3.10 Dimensions out of scale shall be avoided.

    6.3.11 Unidirectional dimensioning is to be used, that is, all dimensions and notes should be aligned with the

    bottom of the drawing.

    6.4 UNITS OF MEASUREMENT

    6.4.1 All drawings produced by APS (except the Conventional Facilities Division) shall use the inch as theunit of measurement as per ANSI Y14.5.

    6.4.2 On drawings that are not to be released for production or fabricatioin (e.g., drawings for machine

    physics layout, beamline layout, survey and alignment networks), units of meters or millimeters may beused as primary units with or without equivalent inch dimensions in brackets. The drawing should indicate in

    a note that this drawing is a metric drawing.

    6.5 APPLICATIONS OF DIMENSIONS

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    Dimensions are applied with dimension lines or as notes with leaders. Dimension lines indicate linear

    distance between feature centers or surfaces directly or by the use of extension lines (see Figure 6.1).

    6.6 TOLERANCING

    Dimensional tolerances may be expressed as follows:

    6.6.1 Title Block Tolerancing- The tolerances are specified in the title block and depend on the number ofdecimal places used in the basic dimension (Figure 6.2).

    6.6.2 Limit Tolerancing- The high (maximum) value of a dimension is placed above the low (minimum)value as shown in Figure 6.3.

    6.6.3 Plus and Minus Tolerancing- The basic dimension is followed by plus and minus tolerance values(Figure 6.4).

    6.6.4 Geometric Tolerancing- The tolerances are defined by means of a Feature Control Frame (Figure6.5) which specifies dimensional limits for an individual geometric feature such as location, orientation,

    form, prof ile and runout. The Feature Control Frame is divided into several compartments containing (1)

    geometric characteristic symbol (which is, when applicable, preceded by a diameter symbol), and (3) datumreferences as needed.

    Symbols used for geometric tolerances are shown in Figure 6.6. These symbols can be down-loaded from

    a CAD file available from the design room supervisor.

    Figure 6.7 shows typical uses of geometric tolerances on a drawing.

    6.7 GENERAL TOLERANCING RULES

    6.7.1 Tolerances shall be assigned, directly or as default values, to all dimensions in a drawing.

    6.7.2 Title block default tolerances shall be used whenever feasible or modified for the drawingrequirements.

    6.7.3 For stock such as bars, sheets, tubings, and structural shapes, tolerances established by industry or

    Government standards shall apply unless geometric tolerances are specified explicitly.

    6.7.4 Tolerances shall be specified to meet actual design requirements. Do not use restrictive tolerancessimply because they can be easily generated on a CAD station.

    6.7.5 Bilateral tolerances should be selected instead of unilateral tolerances when plus and minustolerancing is used. Preference should be given to equal plus and minus values.

    6.7.6 Tolerances shall have the same number of decimal places as the base dimensions, and have thesame character height as the dimensions.

    SECTION 7 -- SURFACE FINISH

    7.1 INTRODUCTION AND SCOPE

    This section outlines the method for specifying the geometric characteristics of surface irregularities in

    APS. Surface roughness, waviness and lay are the only surface irregularities to be considered unlessotherwise stated in APS drawings. These symbols and numerical value classifications shall be used todefine the roughness, waviness and lay of a surface in APS drawings.

    7.2 APPLICABLE DOCUMENTS

    MIL-STD-100 Engineering Practice

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    ANSI B46.1 Surface Texture, Surface Roughness, Waviness and Lay

    ANSI Y14.36 Surface Texture Symbols

    ISO 468 Surface Roughness-Parameters, Their Values and General Guidelines

    ANSI B46.1 and ANSI Y14.36 must be stated on all APS drawings when surface irregularities need to becontrolled.

    7.3 DEFINITIONS AND TECHNICAL ISSUES

    All terms related to the surfaces of solid material shall be defined per ANSI B46.1 and ANSI Y14.36. Theseterms are summarized in Figures 7.1, 7.2, 7.3, and 7.4.

    Some commonly used terms are outlined as follows:

    Surface - The surface of an object is te boundary which seperates that object from another object.

    Substance or space and produced by such means as abrading, casting, coating, cutting, etching, plasticdeformation, sintering, wear, erosion, etc.

    Roughness - Roughness is the surface feature of random and repetitively spaced minute or smaller from

    the center line. Roughness height is the measured profile height deviation taken within sampling length. Theaverage spacing between adjacent peaks is known as the roughness width spacing.

    Waviness - Waviness is a more global surface feature than roughness. It is the mean surface upon which

    roughness can be superimposed. Waviness height is the peak-to-valley height of the modified prof ile fromwhich roughness and flaws have been removed. The average spacing between adjacent peaks of such a

    surface is known as the waviness width spacing.

    Thus, waviness refers to the larger mean surface upon which roughness is superimposed. However, theroughness number defined deviation from mean centerline.

    Lay- Lay defines the direction of the predominant surface pattern. This surface pattern or tool mark is

    determined by the production method used. This feature may be necessary in sealing of joints and slidingapplications of mating surfaces.

    It is important to note that these numerical values have dimensions. In APS, the dimensions shall be micro-inches for roughness height and inches for waviness height, waviness width and roughness width unlessotherwise stated. Most standard and common machining operations are good for roughness height about

    63 micro-inches. A summary of the roughness height of other machining practices are included in one of

    the attached.

    So do not specify surface finish control in metric format whenever it can be done. Finally, better surface

    finish is very costly. So care must be taken not to request better surface finish than required.

    In communicating with metric dimensions, these dimensions and their meaning are going to be quitedifferent.

    SECTION 8 -- WELDS AND WELD SYMBOLIZATION

    8.1 SCOPE

    Preferred design and drafting practices for welds and welding symbolization are given in this section. As apolicy, weldments shown on the APS drawings shall conform to the established procedures recommended

    by the American Welding Society, and the weld symbols shall comply with the ANSI/AWS A2.4, "Symbolsfor Welding and Non-destructive Testing".

    Weld designs for ultra-high vacuum (UHV) components shall follow additional guidelines provided in this

    section.

    8.2 DEFINITIONS

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    8.2.1 Welding- Welding is a process in which metals are joined by inducing melting at the abutting

    surfaces. Welding may be performed with our without the use of a filler metal.

    8.2.2 Welding Processes - Welding processes may be classified into the following main categories:

    Induction Welding (IW):

    Arc Welding (AW): Submerged arc, inert gas metal arc, atomic hydrogen, shielded metal arc,

    carbon arc, twin carbon arc.

    Gas Welding (GW): Air acetylene, oxy-acetylene, oxy-hydrogen, gas pressure, (not recommended

    for vacuum applications).

    Thermit Welding (TW): Pressure and non-pressure, (not recommended for vacuum applications).

    Resistance Welding

    (RW):

    Spot, seam, projection, flash, upset, percussion.

    Electron Beam Welding

    (EBW):

    Laser Welding (LW):

    Pulse-arc Welding (PAW):

    Diffusion Welding (DFW):

    8.2.3 Weld Symbols - Weld symbols are ideographs used to represent the type of weld specified. Figure8.1 shows the most commonly used weld symbols and examples of their use. Refer to ANSI/ASW A2.4 fora complete list of weld symbols.

    8.2.4 Supplementary Weld Symbols - Supplementary weld symbols, shown in Figure 8.2, are used toprovide additional information about the extent of the weld, where and how welding is performed, and the

    contour of the weld bead.

    8.2.5 Welding Symbols - Welding symbols are graphical symbols made up of up to eight elements thatconvey explicit welding instructions. The eight elements, shown in Figure 8.3 are: reference line, arrow,

    basic weld symbols, dimensions and other data, supplementary weld symbols, finish symbols, tail andspecification, and process or other reference.

    8.3 WELD DESIGN FOR UHV COMPONENTS

    8.3.1 Water-to-vacuum welds (as well as brazed joints) are not allowed.

    8.3.2 Vacuum welds between dissimilar metals must be avoided (electron beam welds between copper andstainless steel may be allowed in special cases). Brazing between copper and stainless steel, andexplosion bonding between aluminum and stainless steel are acceptable.

    8.3.3 Preferred UHV weld designs are depicted in Figure 8.3. Unacceptable weld designs are shown in

    Figure 8.4.

    8.3.4 Fabrication drawings shall provide proper allowances for weld shrinkage when an accurate positioningof the UHV components is required.

    8.3.5 Weld bead protrusions into the UHV chambers shall comply with the accelerator physics requirements

    (aperture, x-ray heating, etc.).

    8.3.6 Changes in material properties (yield strength, ductility, permeability, etc.) in the heat affected zone

    must be taken into account in designing weld joints.

    8.3.7 A note shall be added to the drawing prohibiting use of filler metals (and brazing alloys) containing low

    vapor pressure materials (for example, lead, zinc, cadmium phosphorous).

    SECTION 9 -- SCREWS, NUTS AND WASHERS

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    9.1 SCOPE

    This section specifies a preferred list of screw type fasteners and washers to be used on APScomponents. It covers only a limited set of screws, nuts, plain and lock washers that meet most of our

    general requirements. It in no way shall restrict the use of other materials or types where design problemsdeem them necessary.

    9.2 DIMENSIONS

    The dimensions of the various fastener elements are given in the respective American national StandardsInstitute standards cited in Table 9.1. Plain washer dimensions are tabulated in Table 9.2. The "TAD DATA"Screw Data Slide Calculator shall serve as the dimensional reference for the standard screws and lock

    washers. This slide gives data on screw sizes #0 - 1 in. diameter which probably represents 95% of ourrequirements. For other sizes, refer to the respective standards.

    9.3 MATERIALS

    The materials covered by this standard are limited to steel, stainless steel and brass. These are identifiedby the respective ASTM standards or as noted in Table 9.1. Material call out shall follow examples shown in

    Table 9.1.

    9.4 SCREW SIZES

    Although this standard does not restrict choice of sizes, Tables 9.3 and 9.4 list the sizes that are

    commercially available. However, preference should be given to sizes listed in the Argonne Stores Catalog.It is recommended that the UNC series be specified for machine screws because coarse threads make upthe bulk of production. The notable exception is size #10-32 where a full selection of lengths is available.

    Recommended tap drill sizes are given in Table 9.5.

    9.5 THREADS

    Threads are to be manufactured in accordance with the coarse, fine or 8-thread series, class 2A or class

    3A, of ANS B1.1, "Unified Screw Threads". Socket screws shall, however, be manufactured to the UNRThread Series (ANS B1.7) with controlled root radius.

    9.6 DRAWING REPRESENTATIONS

    Screws, bolts, nuts and threads shall be represented in drawings as shown in Tables 9.1, 9.2, 9.3, 9.4, and9.5.

    9.7 SUSPECT/COUNTERFEIT PARTS

    The U.S. Department of Energy and the Argonne National Laboratory are concerned that

    Suspect/Counterfeit parts and materials are not incorporated into APS systems and components. A list of

    Suspect/Counterfeit parts will be provided to the successful bidder of goods and services. The awardedseller of items and services to the APS will assure that none of the indicated Suspect/Counterfeit parts and

    materials are incorporated or installed on or within components or equipment. These special requirementswill be noted within drawings, specif ications, statements of work, and general instructions.

    Typical Notification Statement on APS Drawings

    NOTE:

    This drawing/application requires the use of high-strength fasteners such as grade 5 or grade 8 bolts. In an

    effort to prevent the introduction of Suspect/Counterfeit parts into APS components, a list denoting

    unfavorable fastener manufactures will be provided by ANL/APS Procurement. The Suspect/Counterfeit

    fasteners, (as noted by their headmarkings), are not to be used in the construction or installation of itemsidentified within this drawing.

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    SECTION 10 -- FACILITIES DESIGN STANDARD

    10.1 SCOPE

    The following standards defines in general the measures to be taken by A/E-Firms and Design Build Firmsdoing work for APS Project. This will assure compatibility between the above mentioned firms and the APS

    Engineers, Designers and Drafters, and will provide drawings and designs of professional quality at

    minimum cost to the Project.

    Consistent with the objective of this standard is the need to discuss with and achieve with the above

    mentioned firms agreement as to the particular drafting methods employed.

    Because of the broad scope of APS design and drafting activities and the need for universally uniforminterpretation of such work, avoid local and special drafting practices. ANL standards and practices are

    intended to be compatible with those of industry and governmental agencies, therefore the following

    general drafting standards are presented.

    Special deviations proposed by the A/E-Firms or Design Build Firm shall be discussed with the Project of

    CADD manager prior to implementation. If it is concluded that such deviations will benefit the work and will

    not jeopardize the compatibility of electronic files or the reliability of the resulting construction, the specificdeviations will be permitted. No such deviations will serve as a blanket revision of these standards.

    10.2 FLOOR PLAN ORIENTATION

    Floor plans are to be oriented with north arrow pointing either up or to the right - never down or to the left.

    10.3 DRAWING SCALES

    10.3.1 Plans

    All floor plans for construction drawings will be drawn at a scale of 1/4" per ft. If this is not feasible,

    downsizing is permitted to 1/8" of 1/16" upon approval of the Project Manager.

    Increasing size of the floor plans is permissible by a factor of 1/8" per ft. (Example, 3/8", 1/2").

    Group details and sections as much as possible to maintain uniform scale on individual sheets. Do nocombine details of one scale with a floor plann of a different scale on the same sheet.

    10.3.2 Elevations

    Building elevations, interior elevations and building cross sections shall be drawn at a minimum of 1/4" per

    ft. (Preferred).

    Increasing or decreasing size of building elevations, interior elevations, and building cross sections isacceptable at a rate scale of 1/8" per ft. (Example, 3/8", 1/2", 1/4", 1/8").

    10.3.3 Details and Sections

    Details and sections shall be drawn in scale utilizing either 1/2" = 1'-0", 1" = 1'-0", 1 1/2" = 1'-0", 3" =1'-0". Ifdetails or sections are not drawn in scale, deviation will be noted., i.e., scale: N.T.S.

    10.4 DRAWING SCALE PROVISIONS/NOMENCLATURE

    All electronic drawing files will be drawn to limits, i.e., scale; no electronic files will be accepted whendrawings are plotted at a different scale than what is shown on the drawing. All drawings will haveconventional architectural and engineering scales: Example:

    Architectural All Engineering Disciplines

    1/16" = 1'-0" 1" = 10'

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    3/16" = 1'-0" 1" = 20'

    3/8" = 1'-0" 1" = 30'

    1/8" = 1'-0" 1" = 40'

    1/4" = 1'-0" 1" = 50'

    3/8" = 1'-0" 1" = 60'

    1/2" = 1'-0" 1" = 100'

    3/4" = 1'-0" 1" = 200'1" = 1'-0" 1" = 300'

    1-1/2" = 1'-0" 1" = 400'

    3" = 1'-0" 1" = 500'

    6" = 1'-0" 1" = 600'

    All deviations must be approved prior to usage by APS Project Manager or APS CADD Manager.

    10.5 DRAWING REDUCTION

    If drawings are reduced from their original size for publication, etc., the following note must appear on the

    drawing: " Warning - This Drawing Has Been Reduced."

    10.6 DIMENSIONING

    All dimensions shown on drawings will be true dimensions to the graphic representation shown, if not,dimensions will be accompanied by the following: Example:

    4'-0"

    ______________________

    N.T.S.

    or

    4'-0"______________________

    10.7 PLOTTING

    A plotting schedule will be provided on each drawing defining screen colors and pen weights used to create

    the drawing. See Figure 10.1 for further information.

    10.8 MANUAL DRAWN DETAILS, SECTIONS, ELEVATIONS, FLOOR PLANS, ETC.

    Manual drawn details, sections, elevations, etc. shall be avoided. If this system is utilized for whatever

    reason, the A/E and D/B firms, at there own expense, will provide an electronic scan file of these drawings,suitable for use in AutoCad. Mixtures of CADD f iles with manual methods of drafting, i.e., line work plus cut

    and paste will not be acceptable unless they are scanned at the A/E and D/B expense and provided in anelectronic file suitable for use in an AutoCad format.

    All drawings shall include both a standard scale and a graphic scale.

    10.9 DRAWING SHEETS

    10.9.1 Material

    Final original drawings shall be presented on Vellum or Polyester Film - 3 MIL Matte Polyester Film (Mylar)

    finish on both sides if hand generated. Vellum if drawings are electronically generated and a copy is plottedon a plotter.

    10.9.2 Size

    Standard sheet sizes shall be as shown below. Select size to maximize drawing efficiency. All drawingsets/packages shall be of one size only.

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    Standard Sheet Sizes (Inches)

    Letter

    Designation Width Length

    A 8-1/2 11

    B 11 17

    C 17 22

    D 22 34 (Preferred)

    E 34 44

    F 28 40

    10.10 TEXT

    Standard text fonts will be used. These are as provided in AutoCad and ASG. Deviations in font styles willbe submitted for approval prior to usage. See Figure 10.2 for further information.

    All notes, headings, legend, etc., will be placed on default layers as prescribed in AutoCad/ASG. Deviationswill be accepted if placed on a layer called "text" any further deviations will be submitted for approval prior

    to usage.

    Insofar as all drawings are drawn to scale, i.e., limits, text must also be drawn to the appropriate scale. See

    Example #5 for further information.

    10.11 CADD COMPATIBILITY

    All A/E's shall provide ANL with electronic drawing data compatible with APS/CFG in-house CAD System.The following is a list of CADD computer programs being used by the APS Project at this time:

    AutoCad - Version 11.0 or 12.0

    ASG - CORE - Version 6.0A

    ASG - Architectural - Version 6.0ASG - Structural

    ASG - ElectricalASG - Mechanical

    1. H.V.A.C.

    2. Piping

    3. PlumbingASG - Data Link

    ASG - Model VisionASG - Topo/Cogo (Civil)

    10.12 SYMBOLS

    Symbols shall be as per the standard systems in the latest versions of AutoCad, ASG. Shouldnon-standard symbols be required, prior written approval shall be obtained from the APS CADD System

    Manager.

    See Section 10.11 CADD COMPATIBILITYfor a specific program.

    10.13 LAYERING

    Layering shall be as per the standard layering system in the latest versions of AutoCad, ASG. Should

    non-standard layers be required, prior written approval shall be obtained by the APS Project Manager or

    CADD System Manager. (See Figure 10.3). See Section 10.11 CADD COMPATIBILITYfor specificprogram.

    10.14 ABBREVIATIONS

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    Abbreviations shall be used only when their meanings are unquestionably clear and shall be per ANSY Y1.1,

    "Abbreviations for Use on Drawings and in Text," of the American Society of Mechanical Engineers.

    When abbreviations are used, the words and/or terms and their abbreviations shall be defined in a legend.

    10.15 REVISIONS AND MODIFICATIONS

    Revisions and modifications to CADD files must be done electronically, no hand changes will be accepted,this includes reversional changes in the title block.

    10.16 FACILITY DOCUMENT NUMBER

    10.16.1 General description of identification system.

    A technical document shall be identified by the assignment of an alphanumeric designation consisting of aProject Identifier, Document Status Identifier, and Document Identifier (sheet number) as follows:

    XXXXX-XXX X XXXX

    Project Identifier Status Identifier Document Identifier

    The project identifier is assigned by the Document Control Center upon request of the ANL ProjectManager.

    The document status identifier shall denote the project phase in which the document was originated and

    shall have one of the following alpha codes:

    "P" - Pre-Conceptual or Feasibility"S" - Conceptual Design

    "D" - Preliminary Design - Title I

    "W" - Final Design - Title II"T" - Tenant Layout

    "G" - General

    The document identifier shall identify the type of document and the corresponding assigned number. Thisshall be an alpha code to denote the document type, i.e., drawing or non-drawing.

    A drawing-type document shall be denoted by the particular discipline associated with the drawing asfollows:

    "A" - Architectural

    "C" - Civil"E" - Electrical

    "F" - Fire Protection

    "G" - General"I" - Interiors"L" - Landscaping

    "M" - Mechanical"S" - Structural

    "T" - Non-Drawing Document

    Each drawing document shall be numbered sequentially within its associated discipline.

    For the purpose of clarity, wherever practical the same numerical number(s) should be assigned to the floor

    plans in all disciplines. For example, if 2 is assigned to a floor plan in architectural discipline, then 2 should

    be assigned to the same floor plan in mechanical and electrical disciplines.

    10.16.2 Example:

    Drawing Documents1.

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    J0046-101-D-A001

    J0046-101-D-E001

    Non-Drawing Documents

    J0046-101-D-T001

    J0046-101-W-T001

    (See Figure 10.4)

    2.

    10.17 CADD FILE NAME

    A CADD file shall be identified by a 12-character name. It shall consist of an 8-character file name, aperiod, and a 3-character file extension.

    10.17.1 Elements of a Cadd File Name

    a. Characters 1 thru 3 shall reflect the building number or utility. Example:

    XXX XXXXX . XXX

    Building No. Sequential No. Dwg. (Default)

    Facility No. 00001

    00002

    400 - Experiment Hall

    410 - Control Center

    500 - Site Utilities

    (See Figure 10.4)

    10.17.2 Additional Information

    a. The following information shall also be provided along with the electronic files.*

    Listing of all WBLOCKS and BLOCKS incorporated.1.Customized LISP routines.2.Drawings List.3.

    Linetypes, symbols, etc.a. Electronic file name and drawing"J" - number and title.

    b. Manual drawing title and "J" - number*

    4.

    Listing of all text fonts and styles used other than the stock font files offered in AutoCad orASG.5.

    b. The 5-digit code shall be a unique number sequentially assigned throughout the project and each sheet

    will be uniquely numbered.

    c. File Extension.

    The 3-character file extension shall always be DWG for AutoCAD files.

    d. Examples:

    40000001.DWG

    40000002.DWG40000010.DWG40100001.DWG

    40100102.DWG

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    10.18 SECTION AND DETAILING NOMENCLATURE

    The letters for sections will be in sequential order beginning with the letter A through Z. If more letters are

    required, a double-lettering system will be employed, such as AA, BB, etc.

    The numbers for details will be in sequential order beginning with the number one and so on. (See Figure

    10.5).

    10.19 TITLE BLOCK

    A title block for each project shall be provided to the A/E and D/B firms for their use in either an AutoCadDWG or DXF format. A sample is enclosed. (See Figure 10.1).

    10.20 ELECTRONIC DRAWING REVIEW

    Electronic drawing files will be submitted for review at various stages of the project; typically interim filesshall be submitted at approximately 2 week periods for review by the CADD Manager to insure adherence

    to the general drafting standards as specified.

    The electronic files will be reviewed for the standards listed and the following generally accepted CADDpractices.

    Unnecessary fragmented lines.1.Improper layering as described.2.

    Improper text size and fonts.3.

    Scale.4.Dimensioning Scale.5.Unnecessary electronic f iles.

    a. Pieces or blocks outside the electronic border.

    6.

    Multiple blocks, lines, text inserted on top of each other, etc.7.

    10.21 FINAL SUBMITTAL OF DRAWINGS

    Drawings shall be presented on Vellum or Polyester Mylar f ilm as stated in Section 10.9.1, and on 5-1/4" or3 1/2" high density, 1.2 megabyte diskettes or 5 1/4" 90/120 megabyte bernoulli cartridges for largerprojects. As technology progresses, other electronic media may be used contingent on approval of the

    Project Manager or CADD Manager.

    SECTION 11 -- DETAILED CHECKING PROCEDURE

    11.1 SCOPE

    This section defines general rules and practices to be followed by all APS checkers to check drawings forconsistency and professional quality.

    11.2. Checking practice will be as follows:

    a. Acceptable data will be acknowledged by the use of the colorYELLOW.

    b. Corrected or revised data will be denoted by the use of the colorRED.

    c. Back-checking will be acknowledged by the application of the color YELLOW (or other contrasting color)

    over the previously noted RED. Legibility of notations must be preserved.

    d. Final checked drawings must be signed by all persons designated in the title block.

    e. Detailing Checklist:

    Inspect the drawing to see that the projections and sections are made in such a way as to show most

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    clearly the form of the piece and the work to be done on it. Make sure that any workman looking at

    the drawing will understand what the shape of the piece is and how it is to be molded or machined.Make sure that the delineation is correct in every particular, and that the information conveyed by thedrawing as to the form of the piece is complete.

    Check all dimensions to see that they are correct.

    Scale all dimensions and see that the drawing is to scale and that dimensions are associated

    dimensions.

    See that the dimensions on the drawing agree with the dimensions on the layout.

    Wherever any dimensions is out of scale, see that the dimension is so marked. ( XX ). X.XXXthis

    practice is not recommended.

    Investigate any case where the dimension, the scale of the drawing, and the scale of the layout donot agree.

    See that all figures are correctly formed and that they will print clearly, so that the Shop can easilyread them correctly.

    See that the overall dimensions are given.

    See that all dimension extension lines go to the correct part of the drawing.

    See that all arrow points go to the correct dimension extension lines.

    See that proper allowance is made for all fits.

    See that the tolerances are correctly given where necessary. Ask if you don't know the tolerances tobe applied.

    See that all dimensions given agree with the corresponding dimensions of adjacent parts.

    Be sure that the dimensions given on a drawing are those that the machinist will use and that the

    worker will not be obliged to calculate in order to obtain the necessary measurements for machiningor checking his work.

    Avoid strings of dimensions where errors and tolerance can accumulate. It is generally better to givea number of dimensions from the same reference surface or center line.

    When holes are to be located by boring on a horizontal spindle boring machine or other similar

    machines give dimensions to the centers of bored holes in rectangular coordinates and from thecenter lines of the first hole to be bored, so that the operator will not be obliged to addmeasurements or transfer gages.

    Give all weld sizes, show proper weld symbols, and insure accessibility for all welds.

    Show weldment cuttings only when necessary.

    Provide "breather" holes on closed weldments.

    Study the sequences of operations in machining, and see that all finish marks are indicated. Try tomake the part in your mind with the information shown on the drawing.

    See that the finish marks are placed on the lines to which dimensions are given.

    See that methods of machining are indicated where necessary.

    Insure adequate stock for machining.

    Give all drill, ream, and tap sizes.

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    Insure proper use of geometric tolerancing symbols.

    Avoid special taps, drills, reamers, etc. unless such tools are specially authorized.

    Where parts are right- and left-handed, be sure that the hand is correctly designated. No drawingshould contain both parts.

    When possible, make parts symmetrical, as to avoid making them right- and left-handed, but do not

    sacrifice correct design or satisfactory operation to accomplish this.

    When heat treatment is required, the heat treatment should be specified. Ask, if uncertain, of the

    proper heat treat process.

    Verify the title, the scale, the drawing number, and series on both the drawing and the drawing recordsheet.

    Note required finishing operations, i.e., amoloy, electroless nickel, black oxide, etc.

    Utilize 1/16, 1/8, 1/4, 1/2, and full-scale only, for details. Consult with the standard design supervisor

    for exceptions.

    Consider the kind of material required for the part and the various possibilities of casting, forging,

    welding, or otherwise forming the part from this material. Then consider the machining operations tosee whether changes in form or design will reduce the number of operations or the cost of machining.

    See that parts are detailed with reference to the economical use of material, and whenever possible,utilize standard sizes of stock and material readily obtainable. In the case of alloy steel, specialbronze, and similar materials, be sure that the material can be obtained in the size required.

    Insure that the Bill of Material on assembly drawings properly calls out the type of material, stocksize, quantity required, vendor part number, and source.

    When preparing assembly drawings, see that the part can readily be assembled with the adjacentparts.

    Make sure that in being assembled, the piece will not interfere with other pieces already in place andthat the assembly can be taken apart without difficulty.

    When specifying purchased components, insure complete information for ordering, including correct

    catalog numbers.

    When using purchased components, insure proper interfacing with fabricated parts, i.e., tapped

    holes, bearing fits, shaft diameters, mounting feet, etc.

    Utilize standard APS hardware whenever possible.

    When detailing a new casting, assign a new pattern number.

    Insure proper application of standard APS drawing note stamps.

    Obtain from the design engineer, and note on the assembly drawing, any applicable informationregarding motor speeds, traverse rates, pulley ratios, specification number, technical information,

    etc.

    Oct-02-2012

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