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Sheet LS-112
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Construction Typesconcept

Construction types I–V: non-combustible to combustible

One-line orientation

Construction types I–V (IBC Chapter 6) rank a building’s fire resistance from fully non-combustible (I) to combustible wood frame (V) — and the type, paired with occupancy, sets the allowable height and area.

Key points

  • Type I — highest fire resistance: most elements (walls, columns, beams, floors) non- combustible — concrete and steel. High-rises, hospitals, skyscrapers.
  • Type II — non-combustible, lower ratings: also non-combustible materials but generally lower fire-resistance ratings than Type I. Factories, warehouses where cost matters but non-combustible is still required.
  • Type III — non-combustible exterior, combustible interior: exterior walls must be non- combustible to limit fire spread; interior elements may be wood. Common in dense urban / older cities.
  • Type IV — Heavy Timber: large-dimension wood beams and columns meeting minimum sizes; resists fire because the large timber chars predictably, insulating the core. Exposed-wood buildings, barns, churches.
  • Type V — combustible: allows the most wood/combustible material; lowest fire resistance. Typical residential wood-frame construction.

Construction types I–V — ranked by fire resistance

Higher numeral means more combustible and less fire-resistant — not “better”.

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The five construction types I–V ranked by fire resistance, from non-combustible to combustible A vertical ladder of the five IBC construction types, Type I at the top down to Type V at the bottom, beside an accent fire-resistance spine that fades from opaque at the top to faint at the bottom and ends in a downward arrow — most fire-resistant at the top, most combustible at the bottom. Each aligned comparison row carries the type's Roman numeral, a two-cell wall-section specimen reading exterior on the left and interior on the right, a material-rule column, and a typical-use column. The specimen fills encode wall combustibility: a solid ink cell is noncombustible concrete or steel, a hatched cell is heavy timber, and an open cell is combustible light wood frame. Types I and II are both fully noncombustible and differ by rating. Type III is split, with a noncombustible exterior and wood permitted inside. Type IV is heavy timber, which chars and protects its core. Type V is light wood framing. Brackets group the two noncombustible types and the Type III versus Type IV exam confusion. A closing line notes that construction type, paired with occupancy, sets allowable height and area. EXTERIORINTERIORMATERIAL RULETYPICAL USEmost fire-resistantmost combustibleInoncombustiblehighest ratingshigh-risehospitalIInoncombustiblelower ratings than IfactorywarehouseIIInoncombustible exteriorwood may occur insideurban street wallmixed constructionIVheavy timberchar protects coreexposed timberlarge membersVlight wood framemost combustiblesmall residentialwood framingBOTHNONCOMB.Exam swapsthese two
  • non-combustible (concrete / steel)
  • heavy timber — chars, self-insulates
  • combustible light wood frame

A building's construction type, paired with its occupancy, sets the allowable height and area. Two traps: Type III is non-combustible exterior-only, and Type IV heavy timber resists fire by charring, unlike light-frame Type V.

Confusions / comparison

TypeFire resistanceMaterialsNote
IHighestNon-combustible (concrete/steel)High-rises, hospitals
IILower than INon-combustible, lower ratingsFactories, warehouses
IIIMixedNon-combustible exterior, combustible interiorUrban street walls
IVGood (by mass/char)Heavy timberLarge members char predictably
VLowestCombustible (wood frame)Houses, small apartments

→ A vs B subtypes (this module): the protected/unprotected split within each type · Occupancy groups overview (this module): occupancy + construction type set height/area · F / S / H / U (this module): combustibility logic recurs here.

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