Standard Specification for Domestic Use Doors and Frames, Steel, Interior, Marine

ABSTRACT
This specification covers the design and dimensional requirements for the construction of standard and custom-built interior steel doors and frames intended for use in staterooms, lavatories, passageways, and other weather-protected areas of ships, including U.S. Coast Guard certificated vessels, with domestic routes. The doors and frames are to be of hollow metal construction with the door insulated for sound or fire. The doors and frames shall conform to the specified dimensional and construction procedures established for each class and type, which shall be indicated in the ordering information.
SCOPE
1.1 This specification covers the construction of standard and custom-built interior steel doors and frames for ships including U.S. Coast Guard certificated vessels with domestic routes.
1.2 Doors and frames are to be hollow metal construction with the door insulated for sound or fire.
1.3 The doors are intended for use in staterooms, lavatories, passageways, and other areas protected from weather.
1.4 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other.

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ASTM F821/F821M-01(2007)e1 - Standard Specification for Domestic Use Doors and Frames, Steel, Interior, Marine
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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´1
Designation:F821/F821M −01(Reapproved 2007) An American National Standard
Standard Specification for
Domestic Use Doors and Frames, Steel, Interior, Marine
This standard is issued under the fixed designation F821/F821M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
´ NOTE—Editorially corrected wording in 6.7.2 in May 2007.
1. Scope 2.2 Code of Federal Regulations (CFR) Title 46—Shipping:
Subchapter D—Tank Vessels,Subpart 32.57—Structural
1.1 This specification covers the construction of standard
Fire Protection
and custom-built interior steel doors and frames for ships
Subchapter H—Passenger Vessels, Subpart 72.05—
including U.S. Coast Guard certificated vessels with domestic
Structural Fire Protection
routes.
Subchapter I—Cargo and Miscellaneous Vessels,Subpart
1.2 Doors and frames are to be hollow metal construction 3
92.07—Structural Fire Protection
with the door insulated for sound or fire.
SubchapterT—SmallPassengerVessels,Subpart177.300—
1.3 Thedoorsareintendedforuseinstaterooms,lavatories, Hull Structure
Subchapter U—Oceanographic Vessels,Subpart 190.07—
passageways, and other areas protected from weather.
Structural Fire Protection
1.4 The values stated in either inch-pound units or SI units
Structural Insulations,Subpart 164.007
are to be regarded separately as standard. Within the text, the
Structural Insulations,Subpart 164.107
SI units are shown in brackets. The values stated in each
Noncombustible Materials for Merchant Vessels,Subpart
system are not exact equivalents; therefore, each system must
164.009
be used independently of the other.
Noncombustible Materials,Subpart 164.109
2.3 Builders Hardware Manufacturers Association, Inc.:
2. Referenced Documents
A156.18Materials and Finishes
2.1 ASTM Standards:
2.4 U.S. Public Health Service:
A240/A240MSpecification for Chromium and Chromium-
Publication No. 393,Handbook on Sanitation of Vessel
Nickel Stainless Steel Plate, Sheet, and Strip for Pressure
Construction
Vessels and for General Applications
A582/A582MSpecification for Free-Machining Stainless 3. Terminology
Steel Bars
3.1 Definitions of Terms Specific to This Standard:
A1008/A1008MSpecification for Steel, Sheet, Cold-Rolled,
3.1.1 hands of doors—a term used to describe a door from
Carbon, Structural, High-Strength Low-Alloy, High-
the outside or key side of the door.
Strength Low-Alloy with Improved Formability, Solution
3.1.2 right-hand regular door—a door having hinges on the
Hardened, and Bake Hardenable
right side when swinging door away from the individual
E136Test Method for Behavior of Materials in a Vertical
opening it.
Tube Furnace at 750°C
3.1.3 left-hand regular door—a door having hinges on the
leftsidewhenswingingdoorawayfromtheindividualopening
This specification is under the jurisdiction ofASTM Committee F25 on Ships
it.
and Marine Technology and is the direct responsibility of Subcommittee F25.03 on
Outfitting and Deck Machinery.
CurrenteditionapprovedMay1,2007.PublishedJuly2007.Originallyapproved Available from the Superintendent of Documents, U.S. Government Printing
in 1983. Last previous edition approved in 2001 as F821/F821M-01. DOI: Office, Washington, DC 20402.
10.1520/F0821_F0821M-01R07E01. Available from BHMA, Inc., 355 Lexington Ave., 17th Floor, New York, NY
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 10017.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from United States Public Health Services, Division of Engineering
Standards volume information, refer to the standard’s Document Summary page on Services, Parklawn Library, Room 1315, 5600 Fishers Lane, Rockville, MD 20857,
the ASTM website.
Attention: Ms. Bonnie Scott.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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F821/F821M−01 (2007)
TABLE 2 Class A-O and A Sill Details
3.1.4 right-hand reverse bevel door—a door having hinges
on right side when swinging door towards the individual Sill Height (H) Maximum Door Undercut (G)
opening it. in. mm in. mm
00 ⁄2 max above 13 max above
3.1.5 left-hand reverse bevel door—adoorhavinghingeson
finished floor finished floor
leftsidewhenswingingdoortowardstheindividualopeningit.
1 1
1 ⁄2 38 ⁄2 13
A
6 152 ⁄2 13
3.1.6 face plates—the exterior metal skins that enclose the
A
Max coaming height under sill is 5 in. (127 mm).
internal supporting structure of the door.
3.1.7 latch—a device normally installed in the vertical edge
of door, opposite hinge edge, that when latched retains door in
5.1.1 Class A-O, A, B, or C.
closed position.
5.1.2 Type, hand, clear jamb width, and sill height.
3.1.8 throw—the extension, or reach, of the latch bolt. This
5.1.3 Options such as vent grills, louvers, vision lights, and
throw is measured from latch face plate to extreme outer edge
hose ports.
of latch bolt with latch bolt in fully extended position.
5.1.4 Hardware, sill caps, lock sets, latches, door closers,
3.1.9 padlock eye—a means for securing door in closed
and hold backs if other than manufacturer’s standard. Master
position by the use of a padlock.
keying of door locks will not be provided unless required and
definedbyorderingdocuments.Instead,eachdoorlockwillbe
4. Classification
keyed differently.
5.1.5 Colorchipanddesiredpaintingspecificationsorother
4.1 Classes of doors and frames shall be as indicated in the
commercial designation for final finish. If not specified, doors
ordering information. (See AnnexA1 for definition of various
will have manufacturer’s prime coat applied.
class divisions.)
5.1.6 For Type II and III doors, sizes and any other
4.1.1 Class A-O for installation in Class A-O divisions.
supplementary requirements.
4.1.2 ClassAfor installation in ClassA-15,A-30, andA-60
5.1.7 Sill Heights—0 in. (0 mm), 1 ⁄2 in. (38 mm), or 6 in.
divisions.
(152 mm). See Figs. 1-3.
4.1.3 Class B for installation in Class B divisions.
4.1.4 Class C for installation in Class C divisions. 5.1.8 Cut out for light switch; if not requested in ordering
data, no provisions will be made.
4.2 Doors and frames shall be of the following types as
indicated in ordering information.
6. Materials and Manufacture
4.2.1 Type I standard doors are of the following widths.
6.1 For typical design, see Figs. 1-3.
Height and details shall conform to Tables 1-6 and Figs. 1-3.
Size 1—22-in. (559-mm) clear jamb width 6.2 Steel for doors and frames shall be cold-rolled sheet,
Size 2—24-in. (610-mm) clear jamb width commercial quality in accordance with Specification A1008/
Size 3—26-in. (660-mm) clear jamb width A1008M. Other materials shall be as indicated.
Size 4—30-in. (762-mm) clear jamb width
6.3 ClassA-O Doors (See Fig. 1 and Table 1 and Table 2):
Size 5—36-in. (914-mm) clear jamb width
6.3.1 Door shall be 1 ⁄4-in. (45-mm) thick hollow steel with
4.2.2 Type II doors conforming generally to specifications
0.055-in. (1.4-mm) minimum face plates or equivalent metal
but requiring special requirements as indicated in the ordering
construction.
information (see also 6.7.9).
6.3.2 Doors shall have a latch with a minimum throw of ⁄4
4.2.3 Type III double doors using two of Type I doors.
in. (19 mm).
4.2.4 Type IV double doors using two of Type II doors.
6.3.3 Doorframesshallbeofsteelwithanominalthickness
of 0.055 in. (1.4 mm) and shall be installed so that any flame
NOTE 1—Door widths are approximately 1 ⁄4 in. (approximately 32
mm) greater than clear jamb width.
penetration would be through at least two thicknesses of 0.055
in. (1.4 mm) or equivalent.
5. Ordering Information
6.3.4 Door frames shall provide a stop of ⁄8 in. (16 mm)
5.1 Orders for items under this specification shall include minimum at the sides and top.
the following information by the purchaser: 6.3.5 Forundercutatbottomofdoor,seeFig.1andTable2.
TABLE 1 Class A-O and Class A Door Dimension
Table of Dimensions—Door
Designation in. mm
Thickness A 1 ⁄4 45
Clear height from structural deck B 78 ⁄2 1994
Clear height from finished deck C approximately 78 approximately 1981
Height from structural deck to center line of vision light D 64 1626
Height from structural deck to center line of cutout for switch E 48 1219
Height from structural deck to center line of knob F 38 965
Undercut G see Table 2 see Table 2
Sill height H see Table 2 see Table 2
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F821/F821M−01 (2007)
TABLE 3 Class B Door and Frame Dimensions
Table of Dimensions—Door
Designation in. mm
Thickness A 1 ⁄4 45
Clear height from structural deck B 78 ⁄2 1994
Clear height from finished deck C Approximately 78 Approximately 1981
Height from structural deck to center line of cutout for switch D 48 1219
Height from structural deck to center line of knob E 38 965
Undercut F See Table 4 See Table 4
Sill height G See Table 4 See Table 4
TABLE 4 Class B Sill Details
6.5.4 Door frames shall provide a stop of ⁄8 in. (16 mm)
A
Sill Height (G) Maximum Door Undercut (F) minimum at the sides and top.
in. mm in. mm 6.5.5 Forundercutatbottomofdoor,seeFig.2andTable4.
0 0 1 max above 25 max above
6.5.6 Doors shall be insulated with sufficient noncombus-
finished floor finished floor
tible insulation to sound damp the door adequately. This
1 ⁄2 38 1 25
B
insulation shall be selected from one of the following USCG
6 152 1 25
approval categories: 164.007, 164.009, 164.107, or 164.109.
A
In passageways and areas in which ratproofing requirements are invoked, the
height of the door undercut shall not exceed ⁄2 in. (13 mm). 6.5.7 Options for Class B Doors:
B
Max coaming height under sill is 5 in. (127 mm).
6.5.7.1 Doors may be fitted with any amount of wire
inserted glass, as door construction permits.
6.5.7.2 Thelowerhalfofsuchdoorsmayhavealouver.The
totalnetareaoflouverplusanydoorundercutshallnotexceed
6.3.6 Doors other than those that are normally locked shall 2 2
78 in. (0.05 m ).
be self closing and capable of closing against a 3½° list.
6.5.7.3 An escape panel of 16- by 18-in. (406- by 457-mm)
6.3.7 Doors shall be insulated with sufficient noncombus-
minimum size.
tible fibrous insulation to sound dampen the door adequately.
6.6 Class C Doors (see Fig. 3 and Table 5 and Table 6):
This insulation shall be selected from those listed under
6.6.1 Doors shall be 1 ⁄4-in. (45-mm) thick hollow steel and
Section 164.007, Structural Insulations, or Section 164.009,
constructed of 0.044-in. (1.1-mm) face plates. Aluminum
Noncombustible Materials.
construction is acceptable and other noncombustible materials
6.3.8 Options for Class A-O and A Doors:
will also be considered.
6.3.8.1 Vision lights may be installed using wire-inserted
2 2
6.6.2 Doors shall have a latch with a minimum throw of ⁄2
glass of not more than 100 in. (645 cm ) in size.
in. (13 mm).
6.3.8.2 An escape panel of 16- by 18-in. (406- by 457-mm)
6.6.3 Door frames shall be steel with a minimum 0.055 in.
minimum size in lower half of door.
(1.4 mm) if they are an open channel design and a minimum
6.3.8.3 Where hose ports are required, they shall be cut in
0.044 in. (1.1 mm) if they are a tubular design. Aluminum
the lower corner of the door on the side opposite the hinges so
construction is acceptable and other noncombustible materials
that when hose is passed through the door when the door is
will also be considered.
open, it may be closed over the hose. The cut for the host port
6.6.4 Door frames shall provide a stop of ⁄8 in. (16 mm)
shouldbeapproximately8by8in.(200by200mm).Ahinged
minimum at the sides and top.
or pivoted steel metal cover shall be fitted in the cut, equipped
6.6.5 Forundercutatbottomofdoor,seeFig.3andTable6.
with a method of holding it in a closed position yet will permit
easy and automatic operation of the hinged cover. See Fig. 1 6.6.6 Doors shall be insulated with sufficient noncombus-
for location. tiblefibrousinsulationtosounddampthedooradequately.This
insulation shall be selected from those listed in the Section
6.4 Class A Doors (see Fig. 1 and Table 1 and Table 2):
164.007, Structural Insulations, or Section 164.009, Noncom-
6.4.1 Doors and frames shall follow the requirements of
bustible Materials.
6.3.1-6.3.6 and 6.3.8.
6.6.7 Options for Class C Doors:
6.4.2 Doorsshallbefilledsolidlywithonehalfthethickness
6.6.7.1 Doors may be fitted with any amount of clear safety
ofstructuralinsulationwithUSCGApprovalNumber164.007.
glass (laminated or heat treated) as door construction permits.
Insulation with USCG Approval Number 164.107 (A-15 rat-
6.6.7.2 There are no restrictions on louver size, except that
ing) may also be used.
dictated by door size and construction.
6.5 Class B doors (see Fig. 2 and Table 3 and Table 4):
6.6.7.3 Padlock eyes for crew wardrobes may be furnished
6.5.1 Doors shall be 1 ⁄4-in. (45-mm) thick hollow steel and
if specified in ordering information, see Fig. 3 for location.
constructed of a minimum of 0.044-in. (1.1-mm) face plates.
6.7 Other Requirements for All Doors:
6.5.2 Doors shall have a latch with a minimum throw of ⁄2
6.7.1 Doorsandframesshallbemadesquareandparallelto
in. (13 mm).
6.5.3 Door frames shall be steel with a minimum 0.055-in. vessel baseline, without sheer or camber.
(1.4-mm) thickness if they are an open channel design and a 6.7.2 Sills or sill caps shall be Type 300 stainless steel in
minimum 0.044 in. (1.1 mm) if they are a tubular design. accordancewithSpecificationA240/A240Mwithamillfinish.
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F821/F821M−01 (2007)
TABLE 5 Class C Door Dimensions
Designation in. mm
Thickness A 1 ⁄4 45
1 Clear height from structural deck B 78 ⁄2 1994
Clear height from finished deck C Approximately 78 Approximately 1981
Height from structural deck to center line of cutout for switch D 48 1219
Height from structural deck to center line of padlock eye E 46 1168
Height from structural deck to center line of knob F 38 965
Undercut G See Table 6 See Table 6
Sill height H See Table 6 See Table 6
TABLE 6 Class C Sill Details
A
Sill Height (H) Maximum Door Undercut (G)
in. mm in. mm
0 0 1 max above 25 max above
finished floor finished floor
1 ⁄2 38 1 25
B
6 152 1 25
A
In passageways and areas in which ratproofing requirements are invoked, the
height of the door undercut shall not exceed ⁄2 in. (13 mm).
B
Max coaming height under sill is 5 in. (127 mm).
NOTE 1—For Class B door requirements, see 6.5.
FIG. 2Class “B” Door and Frame
NOTE1—ForClassA-OandClassAdoorrequirements,see6.3and6.4,
respectively.
FIG. 1Class A-O and Class A Door and Frame
6.7.3 Where glass i
...

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