BC Chapter 2 Flashcards

1
Q

In NFPA 220 each building classification is designated by a three-digit code.

Each digit represents fire resistance in hours of the:

(Name building components for each digit.)

p. 44

A
  1. Exterior bearing walls
  2. Structural frames or collumns and girders that support loads of more than one floor.
  3. Floor construction

Walls - frame - floor

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2
Q

Type 1 Construction

Examples of fire resistance by application.

Walls, collums & beams. _____ or ____ hours.

Floor construction: _____ or _____ hours.

Roof deck and supports _____ or ____ hours.

Interior stairwells and corridors _____ or ____ hours.

A

Walls: 2 or 4

Floor: 2 or 3

Roof: 1 or 2

Stairs corridors: 1 or 2

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3
Q

In Type II construction some building codes may omit the fire resistive rating of the roof if it is _____ feet above the floor.

p. 47

A

20 feet

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4
Q

What type of contruction is Protected Noncobustible?

p. 47

A

Type II-A

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5
Q

Type II-A (Protected noncombustible) requires that structural components have _______ hour fire resistance.

A

1 hour

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6
Q

What is type of construction is Noncombustible Unprotected?

p. 49

A

Type II-B

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7
Q

In ________x________ construction, the major components have no fire resistance. The use of unprotected steel is the most coom charecteristic of _______x_____.

p. 48

A

Unprotected Noncombustible - Type II-B

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8
Q

The speed at which unprotected members will fail depends on the following:

(3)

p.48

A
  • Ceiling heigh
  • Size of unprotected steel members
  • Intensity and duration of fire
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9
Q

Type III construction has two sub classifications.

What are they?

(IBC and NFPA)

p. 48

A

Structural commponents required to have fire rating:

IBC Type III-A or NFPA Type III 2-1-1

and

Unprotected steel can support combustible members:

IBC Type III-B or NFPA Type III 2-0-0

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10
Q

Type III construction commonly uses what size floor joists?

p. 48

A

nominal 2” x 10”

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11
Q

Type _______ construction is the only construction type that does not include A and B classifications. Instead, the designation 2HH is used.

p. 49

A

Type IV

Structural components so indicated are of heavy timber with minimum dimensions greater than those in type III and V.

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12
Q

Type IV construction requires minimum nominal dimensions of _________ for floor construction.

p. 50

A

6” x 10”

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13
Q

Many Type V structures are required to have a _____ hour fire resistance for structural components.

p. 50

A

1-hour

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14
Q

The fundemental problem with Type ____ construction is the presence of extensive concealed voids. These concealed spaces provide avenues for extension of the fire within a building.

p. 50

A

Type V

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15
Q

This type of construction was introduced in the 1830s and is considered the common currency of small residential and commercial buildings.

p. 51

A

Light frame construction

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16
Q

The IBC contains ten major occupancy classifications:

p. 51

A
  • Assembly Group A
  • Business Goup B
  • Education Group E
  • Factories Group F
  • High Hazard Group H
  • Insitutional Group I
  • Mercantile Group M
  • Residential Group R
  • Storage Group S
  • Utility and Misc Group U
17
Q

____x_____ is the total quantity of combustible materials in a compartment. The ____x_____ contributes to the calcualtion of the fire load.

p. 54

18
Q

The ______x_____ is the maximum amount of heat that can be released if all fuel is consumed.

The ____x_____ is the product of the weight of the combustibles multiplied by their Heat of Combustion (lbs/sq ft).

The ____x_____ can be used as an estimate of the total potential heat release or thermal energy to which a building may be subjected if all combustible materials become fully involved.

19
Q

The fire load will vary based on the _____x_____ of the fuel load.

_____x_____ - total amount of thermal energy that could be generated by the combustion if a fuel is completely burned. Measured in BTUs.

p. 54

A

Heat of Combustion

20
Q

_______ indicates the ability of a structural assembly or material to maintain it load-bearing ability under fire conditions.

p. 55

A

Fire resistance

21
Q

Normally assemblies are not tested for more than _____ hours because this is the maximum time that the building code requires.

p. 57

22
Q

The ________ test is the only standardized test method currently universally accepted by the building codes.

p. 58

A

E-119 Test