1 Scope
NOTE This standard covers hollow metal doors and frames fabricated from steel sheet for commercial, institutional, industrial, and government construction. (1.1)
NOTE It addresses flush, seamless, and embossed steel door faces over honeycomb, polystyrene, polyurethane, temperature-rise, or fiberglass-mineral-wool cores; knocked-down, welded, and slip-on frames; and the full range of duty grades defined by ANSI/SDI A250.8, Levels 1 through 4. Both interior and exterior applications are included, as are fire-rated assemblies with listings up to 3-hour labels, acoustic-rated assemblies, and galvanized and galvannealed substrates. In practice this covers nearly every commercial opening that is not wood or aluminum storefront. (1.2)
1.3Steel doors and frames shall be furnished as complete, coordinated openings, with door, frame, anchorage, reinforcement, and hardware preparation engineered as a single assembly.
1.4The assembly shall be furnished by a single manufacturer for each opening, so that the duty grade, fire label, and hardware reinforcement of door and frame are matched.
NOTE Two parallel North American standards bodies govern hollow metal, and both are legitimate. (1.5)
NOTE The Steel Door Institute (SDI) publishes the ANSI/SDI A250 series; the Hollow Metal Manufacturers Association (HMMA, a division of NAAMM) publishes the HMMA 800 series. The two systems are complementary, not competing — many commercial projects cite ANSI/SDI A250.8 as the primary product standard and use an HMMA guide spec as a section template. This standard adopts the SDI Level system as the practical basis for duty-grade verification and references HMMA documents where they govern installation and hardware location. A given project should hold to one nomenclature throughout to avoid requests for information. (1.6)
NOTE Wood doors, including veneered, solid-core, and composite stile-and-rail wood doors, are covered by
Wood Doors and are not within this standard.
(1.7) NOTE Finish hardware — locks, latches, closers, exit devices, hinges, and electrified hardware itself — is covered by
Door Hardware; this standard governs only the reinforcement and preparation for that hardware.
(1.8) 1.11Projects that bundle doors, frames, and hardware into a single combined package should use Doors Frames And Hardware rather than this standard. NOTE Aluminum storefront doors, curtain wall, and non-fire-rated glass frames are outside this standard. (1.12)
NOTE Detention and security hollow metal beyond commercial grade — the heavy-gauge product line governed by ANSI/NAAMM HMMA 863 — is a distinct category and is noted here only as a scope boundary, not detailed. (1.13)
2 Referenced Standards
2.1Doors, frames, materials, fabrication, and installation shall comply with the latest adopted edition of each of the following unless a specific edition is cited or the Authority Having Jurisdiction has adopted a different edition; the edition in force at the time of use shall be verified before specifying.
2.2Where referenced standards conflict, the more stringent requirement shall govern unless the Engineer of Record directs otherwise in writing.
NOTE The ANSI/NAAMM HMMA 860 guide specification was under revision ballot in the 2024-2025 cycle and may supersede HMMA 861; verify the current published edition before specifying. (2.3)
| Standard |
Title |
| ANSI/SDI A250.8 (SDI-100) |
Recommended Specifications for Standard Steel Doors and Frames |
| ANSI/SDI A250.4 |
Test Procedure and Acceptance Criteria for Physical Endurance for Steel Door and Frame Sets |
| ANSI/SDI A250.10 |
Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames |
| ANSI/SDI A250.11 |
Recommended Erection Instructions for Steel Frames |
| ANSI/NAAMM HMMA 861 |
Guide Specifications for Commercial Hollow Metal Doors and Frames |
| ANSI/NAAMM HMMA 840 |
Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames |
| ANSI/NAAMM HMMA 831 |
Recommended Hardware Locations for Hollow Metal Doors and Frames |
| ANSI/NAAMM HMMA 863 |
Detention Security Hollow Metal Doors and Frames |
| ASTM A653/A653M |
Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process |
| ASTM A1008/A1008M |
Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy |
| UL 10B |
Fire Tests of Door Assemblies (Neutral Pressure) |
| UL 10C |
Positive Pressure Fire Tests of Door Assemblies |
| NFPA 80 |
Standard for Fire Doors and Other Opening Protectives |
| NFPA 252 |
Standard Methods of Fire Tests of Door Assemblies |
| IBC Section 716 |
International Building Code — Opening Protectives |
3 Submittals
3.1 Action Submittals
3.1.1The Contractor shall submit the following action submittals for review before fabrication:
- Product data for each door type, frame type, core, and finish, including the manufacturer's certification of the ANSI/SDI A250.8 Level and Model for each opening.
- Shop drawings showing each opening by mark number, with elevations, door and frame profiles, throat dimensions, anchorage, reinforcement, hardware preparation locations, and vision-lite and louver cutouts.
- A door and frame schedule keyed to the opening (door) schedule, listing duty grade, fire rating, core, substrate, finish, and handing for every opening.
- Fire-rating label data and the listing report for each rated opening, identifying the test standard (UL 10C or UL 10B) and the maximum permitted vision-lite size.
- Samples of factory finish color and, when requested, a corner sample of door and frame construction.
☑ Product data (type, core, finish, certified Level/Model)
☑ Shop drawings (elevations, profiles, anchorage, reinforcement)
☑ Door and frame schedule keyed to opening schedule
☑ Fire-label listing report (test standard + max lite size)
☐ Finish samples / corner construction sample
3.2.1The Contractor shall submit the following informational submittals:
- Manufacturer's product certification that doors and frames comply with the specified ANSI/SDI A250.8 Level, including reference to the supporting ANSI/SDI A250.4 physical-endurance test.
- Welder qualifications and welding procedures when shop-welded frames are specified.
- The manufacturer's installation and storage instructions per ANSI/NAAMM HMMA 840.
☑ ANSI/SDI A250.8 Level certification (A250.4 endurance basis)
☐ Welder qualifications and procedures (welded frames)
☑ Manufacturer installation and storage instructions
3.3 Closeout Submittals
3.3.1The Contractor shall submit the following closeout submittals:
- Completed NFPA 80 field inspection and acceptance records for every fire-rated opening.
- Operation and maintenance data, including touch-up paint matching the factory finish.
- The manufacturer's written warranty.
☑ NFPA 80 field inspection / acceptance records (rated openings)
☑ O&M data with touch-up paint
☑ Written warranty
4 Quality Assurance
4.1The manufacturer shall be a current member of the Steel Door Institute or the Hollow Metal Manufacturers Association and shall be regularly engaged in producing hollow metal doors and frames of the type specified.
4.2Doors and frames shall be fabricated by a single source so that components of each opening are mutually compatible in gauge, reinforcement, and label.
NOTE Fire-rated assemblies shall be labeled by a nationally recognized testing laboratory and shall bear a permanent label identifying the rating and the test standard. (4.3)
NOTE The label is the only field-verifiable evidence that the assembly was tested as a unit. Any field modification that is not within the listing — drilling for unlisted hardware, enlarging a lite, or cutting the door height beyond the listed allowance — voids the label and requires re-listing or replacement of the opening. (4.4)
4.4.1Each fire-rated door and frame shall bear a permanent label from a nationally recognized testing laboratory stating the fire-protection rating.
4.4.2Field modification of labeled assemblies beyond the limits of the listing is prohibited.
NOTE Duty grade selected for the opening governs the certified Level, which is validated by physical-endurance testing. (4.5)
NOTE ANSI/SDI A250.8 defines four Levels, and ANSI/SDI A250.4 prescribes the physical-abuse and cycle-endurance test that substantiates a Level claim. Specifying a Level without requiring the A250.4 basis invites under-built submittals that nominally cite the Level but were never tested to it. (4.6)
○ Level 1 — Standard duty (limited traffic, light abuse)
● Level 2 — Heavy duty (general commercial traffic)
○ Level 3 — Extra heavy duty (high traffic, schools, healthcare)
○ Level 4 — Maximum duty (high abuse, industrial, public)
5 Environmental and Service Conditions
NOTE The steel substrate and coating shall be selected for the service environment of each opening, not assumed uniform across the project. (5.1)
NOTE Interior dry openings can use cold-rolled steel; interior humid or wet areas and any painted frame benefit from galvannealed steel, which holds paint better and resists corrosion at cut edges; exterior and corrosive-environment openings require hot-dip galvanized steel. Choosing a single substrate for the whole project either over-spends on interior doors or under-protects exterior ones. (5.2)
5.3Exterior and high-humidity openings shall use hot-dip galvanized steel sheet conforming to ASTM A653, with a minimum coating designation of G90.
5.4Interior painted frames and doors in humid areas should use galvannealed (A40) steel conforming to ASTM A653 to improve paint adhesion and edge corrosion resistance.
5.5Interior doors and frames in dry, conditioned spaces may use cold-rolled steel conforming to ASTM A1008.
○ Cold-rolled A1008 (interior, dry, conditioned)
● Galvannealed A653 A40 (interior humid / painted)
○ Galvanized A653 G60 (exterior, sheltered)
○ Galvanized A653 G90 (exterior, exposed / corrosive)
NOTE Thermal performance shall be specified for exterior openings in heating-dominated climates. (5.6)
NOTE A standard honeycomb-core door provides little thermal resistance. Polystyrene and polyurethane cores raise the assembly U-factor into the 0.35-0.59 BTU/hr·ft²·°F range and are appropriate for exterior openings in climate zones 4 and colder. If a core type is not called out, the fabricator will default to the least costly honeycomb core, and the thermal or acoustic intent is silently lost. (5.7)
5.7.1Exterior doors in climate zone 4 and colder shall be furnished with an insulating core (polystyrene or polyurethane) meeting the project's specified maximum U-factor.
0.30.6
Default: 0.5 BTU/hr·ft²·°F
Per drawings
6 Materials and Substrate
NOTE Face-sheet thickness shall be specified as a minimum decimal thickness, not as a gauge number. (6.1)
NOTE Gauge designations are nominal and vary between manufacturers; a "18-gauge" sheet from one mill may be thinner than another's. ANSI/SDI A250.8 and the HMMA standards now express requirements as minimum decimal inch thickness for exactly this reason. Specifying by gauge alone allows an under-thickness substitution to pass review. (6.2)
6.2.1Door face sheets shall be specified by minimum decimal thickness in conformance with ANSI/SDI A250.8 for the selected Level.
6.2.2Frame material shall be specified by minimum decimal thickness in conformance with ANSI/SDI A250.8 for the selected Level.
0.032 in (20 ga equivalent) — Level 1
0.042 in (18 ga equivalent) — Level 2
0.053 in (16 ga equivalent) — Level 3
0.067 in (14 ga equivalent) — Level 4
0.053 in (16 ga equivalent) — standard interior
0.067 in (14 ga equivalent) — exterior / high-abuse
0.093 in (12 ga equivalent) — maximum-duty / masonry
6.3Steel sheet shall be free of scale, pitting, coil breaks, and surface defects that would telegraph through the finish.
NOTE Stainless steel hollow metal, when specified for hygienic or coastal applications, shall use Type 304 or Type 316 face sheets over a steel subframe in conformance with the applicable HMMA stainless guide. (6.4)
NOTE Stainless face sheets are used for hospitals, food service, and exposed coastal exteriors where galvanized steel is insufficient. Type 316 is specified where chloride exposure is severe. (6.5)
● Carbon steel (standard)
○ Stainless steel Type 304 (hygienic interior)
○ Stainless steel Type 316 (coastal / chloride exposure)
7 Door Construction
NOTE Doors shall be 1-3/4 in (44 mm) nominal thickness unless an acoustic, security, or other assembly requires a different thickness. (7.1)
NOTE The 1-3/4 in door is the commercial standard for the overwhelming majority of openings. The 1-3/8 in door is a light residential or closet leaf rarely seen in commercial work; 2 in doors appear in acoustic and high-security assemblies. Selecting a non-standard thickness drives custom frame profiles and longer lead times, so it should be a deliberate choice. (7.2)
7.2.1Doors shall be 1-3/4 in (44 mm) nominal thickness unless otherwise specified for an acoustic or security assembly.
○ 1-3/8 in (35 mm) — light / closet (rare in commercial)
● 1-3/4 in (44 mm) — standard commercial
○ 2 in (51 mm) — acoustic / high-security
NOTE Door face configuration (Model) is primarily aesthetic but affects sound attenuation and is specified by SDI Model. (7.3)
NOTE ANSI/SDI A250.8 defines three Models. Model 1 is full flush, a smooth face with no visible seam. Model 2 is seamless or center-seam, with the face sheets joined at a concealed seam for improved appearance. Model 3 is a stile-and-rail or embossed panel door, with pressed-in profiles that simulate a wood-panel door and is common in schools and public buildings. (7.4)
● Model 1 — Full flush
○ Model 2 — Seamless / center seam
○ Model 3 — Embossed / stile-and-rail panel
7.5Door face sheets shall be joined to vertical edge channels and to the core to form a torsionally rigid, flush leaf.
7.6Vertical edges of doors shall be continuously welded, ground, and finished smooth, or mechanically interlocked, in conformance with the selected Model and Level.
7.7Top and bottom of the door shall be closed with a continuous steel channel or closure flush with the face.
7.8Exterior doors shall have a flush top closure to shed water.
NOTE Core type shall be specified explicitly for every door, since it governs thermal, acoustic, and fire behavior. (7.9)
NOTE Honeycomb kraft-paper core is the standard interior filler. Polystyrene and polyurethane cores add thermal resistance, and polyurethane also adds structural stiffness. Temperature-rise cores limit the heat transmitted through a stairwell door during a fire. Fiberglass and mineral-wool cores provide acoustic mass. Because the fabricator defaults to honeycomb when no core is named, omitting the core selection is a common and costly error. (7.10)
● Honeycomb kraft paper (standard interior)
○ Polystyrene (thermal)
○ Polyurethane (thermal + structural)
○ Temperature-rise rated (stairwell / corridor)
○ Fiberglass / mineral wool (acoustic)
NOTE Vision lites and louvers shall be located and sized on the shop drawings and shall not exceed the maximum permitted by the assembly's fire listing. (7.11)
NOTE For rated openings, the UL listing caps the maximum lite area and dictates the glazing product. An oversized lite voids the label. Louvers are generally not permitted in fire-rated doors except where specifically listed. Glass for rated lites is specified in
Fire Rated Glazing.
(7.12) 7.12.1Vision-lite and louver cutouts in fire-rated doors shall not exceed the maximum size and locations permitted by the assembly listing.
7.12.2Vision-lite glazing for rated openings shall be the fire-rated product required by the listing and shall be coordinated with Fire Rated Glazing. ● None
○ Narrow lite
○ Half glass
○ Full glass (vision panel)
Per drawings — door schedule / elevations
8 Frame Construction
NOTE Frame type shall be matched to the wall construction, since anchorage and assembly method differ by substrate. (8.1)
NOTE A knocked-down (KD) three-piece frame is field-assembled and is the common choice for new drywall partitions. A shop-welded one-piece frame, with corners welded, ground, and filled, is specified for masonry, concrete, and high-abuse openings. A slip-on drywall frame is applied over finished drywall without rough-in and suits retrofit and light commercial work. Selecting a slip-on or KD frame for a masonry opening, or vice versa, produces anchorage that does not suit the wall. (8.2)
● Knocked-down (KD), three-piece field-assembled
○ Shop-welded one-piece
○ Slip-on drywall frame
8.3Welded frames shall have corners mitered or coped, continuously welded on the contact surfaces, ground smooth, and filled so that no joint is visible after finishing.
NOTE Frame throat dimension shall be verified against the actual wall assembly thickness, including finishes, before fabrication. (8.4)
NOTE The throat is the dimension across the back of the frame that straddles the wall. A nominal 4-7/8 in frame profile will not fit a 6 in CMU wall, and a single project commonly has several wall thicknesses; verify each condition separately. (8.5)
8.5.1Frame throat dimension shall match the wall assembly thickness shown on the wall sections, including all applied finishes.
4-7/8 in (124 mm) — standard 4-7/8 stud/drywall
5-3/4 in (146 mm)
6-3/4 in (171 mm)
8-3/4 in (222 mm) — 8 in CMU
Per drawings — wall sections
8.6Frame anchors shall be of the type and spacing appropriate to the substrate.
8.7Frame anchors shall be furnished by the frame manufacturer.
8.7.1Frames set in masonry shall be furnished with adjustable masonry T-anchors at the spacing required by ANSI/NAAMM HMMA 840.
8.7.2Frames set in steel-stud drywall partitions shall be furnished with stud anchors engaging the studs at each jamb anchor location.
8.7.3Floor anchors shall be provided at the base of each jamb and secured to the floor slab.
○ Masonry T-anchor (CMU / brick)
● Stud anchor (steel-stud drywall)
○ Existing-wall / compression anchor (retrofit)
○ Welded-in (concrete / steel)
Per drawings — wall type schedule
NOTE Frames installed in masonry shall be grouted solid at hinge and strike locations, at minimum, to resist deflection under hardware and lateral loads. (8.8)
NOTE An un-grouted masonry frame deflects under wall load and door operation, causing the door to bind and the latch to misalign. HMMA 840 requires grout fill at least at the reinforced hardware locations. A high-water structural grout can bow the frame faces. (8.9)
8.9.1Hollow metal frames set in masonry shall be grouted solid at hinge and strike reinforcement locations as a minimum.
8.9.2Grout for masonry frame fill shall be a low-slump mortar mix; high-water structural grout mixes that can bow the frame faces are not permitted.
9 Hardware Preparation and Reinforcement
NOTE Doors and frames shall be reinforced, drilled, and tapped at the factory for the hardware in the approved hardware schedule, at the locations of ANSI/NAAMM HMMA 831. (9.1)
NOTE Factory preparation keeps labeled assemblies within their listing. Accepting standard hardware locations blindly leads to field modification of labeled frames, which then require re-inspection. A closer or exit device imposes far higher loads than a passage latch. (9.2)
9.2.1The manufacturer's standard hardware locations shall be verified against the actual hardware schedule from Door Hardware before fabrication. 9.2.2Hardware reinforcement gauge shall be appropriate for the specific device in the approved hardware schedule.
9.2.3Doors and frames shall be reinforced for hardware at the locations established by ANSI/NAAMM HMMA 831 unless the approved hardware schedule directs otherwise.
9.2.4Hinge reinforcement shall be a minimum 7-gauge (0.179 in) backing plate for standard commercial doors and frames.
9.2.5Closer, exit-device, and lock reinforcement shall be sized for the specific device in the approved hardware schedule and shall be welded in place.
9.2.6Hardware preparation shall be coordinated with the hardware schedule of Door Hardware before fabrication. NOTE Electrified hardware rough-in shall be provided in the hollow metal at the factory, never created by field drilling of a finished or labeled assembly. (9.3)
NOTE Electric strikes, maglocks, electrified hinges, and access-control devices require conduit knockouts, raceways, junction boxes, and through-bolt preparation built into the door and frame. Drilling these in the field after delivery — especially into a labeled assembly — voids the UL listing and damages the finish. (9.4)
9.4.2Doors and frames receiving electrified hardware shall be furnished with factory conduit knockouts, raceways, junction boxes, and through-bolt reinforcement for the scheduled devices.
9.4.3Field drilling of labeled assemblies for electrified hardware is prohibited.
☐ Electric strike preparation
☐ Electrified hinge raceway and junction box
☐ Maglock through-bolt reinforcement
☐ Conduit knockouts for access-control wiring
☐ Power transfer (door-to-frame) preparation
Per drawings — hardware schedule / electrified opening list
10 Fire-Rated Assemblies
NOTE Fire-protection ratings shall be provided where the International Building Code requires opening protectives, and the required rating follows the rating of the wall. (10.1)
NOTE IBC Section 716 prescribes the opening-protective rating for each rated wall or partition. Ratings range from a 20-minute corridor protective, through 45-, 60-, and 90-minute labels, to the 3-hour label required at a fire wall — a rating only hollow metal achieves. A 20-minute assembly is not the same as a fully listed fire door: under NFPA 80 it has different hardware and glazing allowances; treat each rating class as a distinct assembly type. (10.2)
● Non-rated
○ 20-minute (corridor / smoke)
○ 45-minute (1-hour fire barrier)
○ 60-minute (1-hour)
○ 90-minute (2-hour fire barrier / exit enclosure)
○ 3-hour (fire wall)
Per drawings — life-safety plan
NOTE Fire-rated door assemblies shall be tested and labeled to UL 10C positive-pressure criteria where required by the IBC. (10.3)
NOTE IBC Section 716 requires positive-pressure testing (UL 10C, equivalent to NFPA 252 under positive pressure) for fire doors in corridors and exit stairwells, which is effectively all rated hollow metal in commercial work. The legacy UL 10B neutral-pressure protocol remains valid only for the limited assemblies the code still permits. Positive-pressure listings typically require an intumescent edge seal as part of the listed assembly. (10.4)
10.4.1Fire-rated door assemblies in corridors and exit enclosures shall carry a UL 10C positive-pressure label.
● UL 10C — Positive pressure (corridors, stairwells; default)
○ UL 10B — Neutral pressure (where code permits)
NOTE Doors in exit stairwell enclosures shall be temperature-rise rated as required by IBC Section 716. (10.5)
NOTE A standard fire-rated door limits flame and smoke passage but does not limit the temperature of its unexposed face. IBC Section 716 requires exit-enclosure doors to be temperature-rise rated so occupants can pass a door with fire on the far side. The general limit is a maximum 450°F rise at 30 minutes; high-rise buildings require the more stringent 250°F limit. A standard fire label does not include this property, so it must be called out separately. (10.6)
10.6.1Exit-enclosure (stairwell) doors shall carry a temperature-rise label not exceeding 450°F rise at 30 minutes, or 250°F where required for high-rise buildings.
● Not required (non-stairwell opening)
○ 450°F max rise at 30 min (standard exit enclosure)
○ 250°F max rise at 30 min (high-rise exit enclosure)
10.7Fire-rated openings shall comply with NFPA 80 for clearances, hardware, glazing, and field acceptance.
10.7.1Clearance at the head and jambs of single fire-rated doors, and at the meeting edges of pairs, shall not exceed 1/8 in (3.2 mm) per NFPA 80.
10.7.2Clearance at the bottom of a fire-rated door without a threshold shall not exceed 3/4 in (19 mm) per NFPA 80.
11 Acoustic Assemblies
NOTE Sound-rated openings shall be furnished as a complete listed assembly — door, gasketed frame, and seals — because the rating is a property of the assembly, not the door alone. (11.1)
NOTE A bare flush door carries an STC of roughly 28 to 32. An acoustic assembly reaches STC 38 to 42 with a continuous gasketed frame, automatic drop seal, and a mineral-wool or dense core; high-acoustic specialty assemblies reach STC 44 to 48. Specifying an "STC-rated door" without the gasketing and seals delivers none of the rated performance. (11.2)
11.2.1Acoustic openings shall be furnished as a complete laboratory-tested assembly including the door, gasketed frame, perimeter seals, and automatic drop seal required to achieve the specified STC.
● Not rated (standard flush, STC 28-32)
○ STC 38 (acoustic assembly)
○ STC 42 (acoustic assembly)
○ STC 48 (high-acoustic specialty assembly)
12 Openings, Sizes, and Configuration
NOTE Standard door sizes shall be used wherever possible, and oversized leaves shall be flagged as custom. (12.1)
NOTE A 3 ft 0 in (914 mm) wide single leaf at 7 ft 0 in (2134 mm) height is the commercial 80% case. Heights of 8 ft 0 in (2438 mm) are common; anything taller than 9 ft or wider than 4 ft triggers custom fabrication and engineering review, with longer lead times and reinforcement implications. Pairs run 5 ft 0 in to 6 ft 0 in overall. Treating an oversized opening as standard leads to schedule and structural surprises. (12.2)
12.2.1Doors wider than 4 ft 0 in (1219 mm) or taller than 9 ft 0 in (2743 mm) shall be furnished as engineered custom assemblies with reinforcement reviewed for the size.
2 ft 6 in (762 mm)
2 ft 8 in (813 mm)
3 ft 0 in (914 mm) — standard egress
3 ft 6 in (1067 mm)
4 ft 0 in (1219 mm) — max standard
Per drawings — door schedule
6 ft 8 in (2032 mm)
7 ft 0 in (2134 mm) — standard
8 ft 0 in (2438 mm)
9 ft 0 in (2743 mm)
10 ft 0 in (3048 mm) — custom
Per drawings — door schedule
● Single leaf
○ Pair (equal leaves)
○ Pair with active / inactive leaf
○ Double egress
Per drawings — door schedule
13 Finish
NOTE Doors and frames shall receive a factory finish appropriate to the substrate and the field finishing intent. (13.1)
NOTE Most commercial hollow metal ships factory-primed for field painting. Where a durable factory finish is wanted, a powder coat or baked enamel is applied. Galvanized exterior assemblies may be primed over the coating or left for a galvanized-compatible field system. The prime coat itself is a tested product, not just paint. (13.2)
13.2.1Factory prime coat shall conform to ANSI/SDI A250.10, applied over a chemically treated surface at a minimum 0.5 mil dry film thickness.
13.2.2Where a factory finish coat is specified, it shall be a powder coat or baked enamel applied over the prepared and primed surface.
● Factory prime for field paint (ANSI/SDI A250.10)
○ Factory powder coat
○ Factory baked enamel
○ Galvanized, primed
14 Testing
NOTE Manufacturer's physical-endurance testing shall substantiate the specified duty Level. (14.1)
NOTE ANSI/SDI A250.4 is the abuse and cycle-endurance test that backs a Level claim. The certification submitted under Quality Assurance is the project's evidence that the furnished product was actually tested to the Level specified, not merely cataloged at it. (14.2)
14.2.1The manufacturer shall certify that the furnished doors and frames have passed ANSI/SDI A250.4 physical-endurance testing for the specified Level.
NOTE Completed fire-rated openings shall be field-inspected and documented per NFPA 80. (14.3)
NOTE NFPA 80 requires acceptance inspection of installed fire-door assemblies, and Authorities Having Jurisdiction increasingly require the inspection records as a condition of the certificate of occupancy. NFPA 80 also establishes the annual inspection regime that the owner must maintain over the life of the building. (14.4)
14.4.1Each fire-rated opening shall be field-inspected for compliance with NFPA 80 after installation, and the inspection record shall be submitted.
14.4.2The Contractor shall provide the owner with the NFPA 80 annual-inspection requirements and the baseline acceptance record for each rated opening.
15 Installation
15.1Installation shall conform to ANSI/NAAMM HMMA 840 and ANSI/SDI A250.11, and to the manufacturer's instructions.
15.1.1Frames shall be set plumb, square, level, and in alignment.
15.1.2Frames shall be braced until permanently anchored.
15.1.3Frames shall be anchored to the substrate with the anchor type and spacing specified for the wall condition before the wall is closed in.
15.1.4Doors shall be hung to operate freely and shall swing a full 90° with all hardware engaged, in conformance with ANSI/NAAMM HMMA 840 acceptance.
15.1.5Clearances of installed doors shall be within the tolerances of ANSI/NAAMM HMMA 840, and within NFPA 80 limits for fire-rated openings.
NOTE Field modifications that would void a fire label, including cutting, drilling, or welding outside the listing, are prohibited. (15.2)
NOTE Installed openings shall be adjusted so the door latches and operates without binding, sticking, or excessive force. (15.3)
NOTE HMMA 840 Section 7 sets the operational acceptance: a properly installed door swings freely through its full arc with hardware engaged. Binding usually traces back to an out-of-plumb or un-grouted frame. (15.4)
15.4.1Binding caused by an out-of-plumb or un-grouted frame shall be corrected at the frame and not masked by hardware adjustment.
15.4.2Each installed door shall be adjusted to swing freely, latch positively, and operate without binding.
16 Delivery, Storage, and Handling
NOTE Doors and frames shall be delivered, stored, and handled per ANSI/NAAMM HMMA 840 to protect the finish and prevent rust and distortion. (16.1)
NOTE Hollow metal is easily dented and prone to surface rust if stored in standing water or stacked flat where moisture is trapped. HMMA 840 requires upright storage, off the ground, under cover, with spacers between units for air circulation. (16.2)
16.2.1Doors shall be stored upright, off the ground on blocking, under cover, with spacers between units to allow air circulation.
16.2.2Frames shall be stored to prevent rust, distortion, and finish damage, and shall not be stacked in a manner that bends the profiles.
16.2.3Damaged or rusted units shall be repaired to the original finish quality or replaced, at the manufacturer's direction, and units with structural damage shall be replaced.
17 Warranty
NOTE The manufacturer shall warrant the doors and frames against defects in materials and workmanship for the project's specified warranty period. (17.1)
NOTE The warranty covers fabrication and material defects — delamination, weld failure, core separation, and premature corrosion of properly maintained units. It does not cover damage from field modification, abuse, or failure to maintain the finish. (17.2)
17.2.1The manufacturer shall warrant doors and frames against defects in materials and workmanship for not less than the specified warranty period from Substantial Completion.
● 1 year
○ 2 years
○ 5 years
18 Spare Parts
NOTE Touch-up materials and selected spare units should be provided so the owner can maintain the openings without re-procurement. (18.1)
NOTE Touch-up paint matched to the factory finish lets the owner address minor field damage immediately, before rust starts. On larger projects, a small stock of spare frames or doors of the most common opening type shortens replacement time after damage. (18.2)
18.2.1The Contractor shall deliver touch-up paint matching each factory finish furnished on the project.
☑ Touch-up paint (each factory finish)
☐ Spare standard interior door leaf
☐ Spare standard frame