ICC 86 SFRM Inspector flashcards
ICC 86 SFRM Inspector · Build recall with a focused review session.
43 cards. Read the term and the definition here. The deck at the top of this page is optional.
- ASTM E119
- Standard fire test method for building construction and materials; establishes fire-resistance ratings for assemblies including SFRM-protected steel.
- ASTM E736
- Standard test method for cohesion/adhesion of sprayed fire-resistive materials applied to structural members; used to verify bond strength.
- ASTM E605
- Standard test methods for thickness and density of sprayed fire-resistive materials; provides sampling and measurement procedures.
- UL 263
- Fire test standard equivalent to ASTM E119; UL Fire Resistance Directory lists SFRM thickness and density for rated assemblies.
- IBC Chapter 7
- International Building Code chapter covering fire-resistance-rated construction; requires special inspection of SFRM where ratings are required.
- ICC-ES evaluation report
- Document issued by ICC Evaluation Service that specifies SFRM product compliance, application instructions, and inspection requirements.
- Cementitious SFRM
- Sprayed fire-resistive material made from gypsum or portland cement binders; typically density 15–25 pcf and applied in multiple passes.
- Fibrous SFRM
- Sprayed fire-resistive material made from mineral wool or slag wool fibers with a binder; density often 8–20 pcf and requires specific air pressure.
- Intumescent coating
- Thin-film coating that swells when heated to insulate steel; not traditional SFRM but inspected similarly for thickness and adhesion.
- Endothermic reaction
- Heat-absorbing chemical reaction in SFRM that slows temperature rise of steel; a key fire-resistance mechanism.
- Steel temperature limit
- Maximum steel temperature (often 1000°F–1300°F) for structural capacity; SFRM must keep steel below this for the required rating time.
- SFRM density range
- Manufacturer-specified pounds per cubic foot (pcf) for a product; must be achieved for fire resistance and cohesion; verified by ASTM E605.
- Substrate preparation
- Cleaning steel to remove oil, grease, dirt, loose rust, and mill scale; often per SSPC-SP 2 or SP 3 before SFRM application.
- Primer compatibility
- Requirement that shop primers and coatings be compatible with SFRM; incompatible primers can cause adhesion failure; verify with manufacturer.
- Ambient temperature minimum
- Typically 40°F (4°C) and rising during SFRM application; substrate must also be above this unless manufacturer allows otherwise.
- Humidity limit
- Maximum relative humidity (often 80%) during SFRM application and curing; high humidity can prevent proper drying and adhesion.
- Surface dryness
- Requirement that substrate be dry before SFRM application; moisture can cause blistering, delamination, or poor bond.
- Masking and protection
- Covering adjacent surfaces, penetrations, and equipment before spraying SFRM to prevent overspray and damage.
- Spray application
- Method of applying SFRM using a mixer/pump and compressed air; dry mix and water combined at nozzle; multiple passes required.
- Pass thickness limit
- Maximum thickness per spray pass (often 1/2 to 1 inch) to prevent sagging, poor adhesion, or density variations; follow manufacturer.
- Nozzle distance
- Distance from spray nozzle to substrate (typically 12–24 inches) affecting SFRM density and uniformity; maintain consistent distance.
- Recoat window
- Time period during which a subsequent pass of SFRM can be applied without surface preparation; specified by manufacturer.
- Equipment cleaning
- Regular cleaning of spray equipment to prevent hardened material from clogging lines and affecting spray pattern and density.
- Penetration coverage
- SFRM must continuously cover around penetrations, hangers, and supports to maintain fire-resistance; may require blocking or reinforcement.
- Thickness measurement
- Per ASTM E605 using depth gauge or caliper; random locations on each member; must meet or exceed specified thickness from listing.
- Density measurement
- Per ASTM E605 by sampling known volume of cured SFRM, weighing, and calculating pcf; must be within manufacturer's specified range.
- Sampling frequency
- Typical ASTM E605 frequency: one thickness measurement per 100 sq ft and one density sample per 1000 sq ft or per project.
- Average vs minimum thickness
- Thickness evaluation considers both average thickness and minimum individual thickness; both must meet specified criteria.
- Adhesion test
- Per ASTM E736; measures bond between SFRM and substrate by applying tensile load to a core sample; failure mode recorded.
- Cohesion test
- Per ASTM E736; measures internal strength of SFRM; failure within the material indicates cohesion failure.
- Adhesion test frequency
- Typically one test per 1000 sq ft or per project, and at least one per substrate type and primer; after sufficient cure.
- Failure mode
- In ASTM E736, failure at substrate is adhesive; failure within SFRM is cohesive; both evaluated against acceptance criteria.
- Daily inspection report
- Document recording date, weather, temperature, humidity, substrate condition, product, batch numbers, and application thickness.
- Non-conformance report
- Document describing defects, repairs, and corrective actions; must be closed out with verification and retained.
- Photographic records
- Before, during, and after application photos provide evidence of compliance and are valuable inspection documentation.
- Final inspection report
- Summary of compliance with approved fire-resistance design and manufacturer instructions; submitted to AHJ and retained.
- Record retention
- Inspection records must be maintained for project duration and as required by code; typically for life of building.
- Common SFRM defects
- Insufficient thickness, low density, poor adhesion, cracks, delamination, voids, and incomplete coverage; all require repair.
- Repair procedure
- Remove defective material to sound SFRM or substrate, clean, apply primer if required, reapply SFRM to specified thickness, and retest.
- Delamination cause
- Often due to poor surface preparation, incompatible primer, or moisture; correct root cause before repairing SFRM.
- Crack evaluation
- Cracks wider than hairline may indicate cohesion failure; investigate cause and repair per manufacturer instructions.
- Void repair
- Voids around penetrations and edges must be filled with compatible SFRM to maintain fire-resistance continuity.
- Corrective action
- Includes root cause analysis and preventive measures to avoid recurrence; documented and approved by AHJ.