Book 29 Building Construction Flashcards

1
Q

Book 29 Building Construction

Now, let’s focus on the first portion of size-up, “analyzing the situation.” When this portion of a size-up is applied to a structure fire, one of the first considerations should be the
type and construction of the building. These two factors will indicate:

Rate of burning.

Possible avenues of fire spread. (false ceilings, multiple attics, facades, etc.)

Problems that will have a direct impact on efforts to confine a fire.

Structural integrity.

Time necessary to conduct safe fireground operations.

A

reference

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2
Q

Book 29 Building Construction

Conventional construction utilizes structural members that depend on size for strength.

SIZE = STRENGTH

A

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3
Q

Book 29 Building Construction

lightweight truss construction does not derive strength from size. Strength is obtained from multiple members that are in compression and tension.

Unfortunately, new construction methods are usually NOT designed to assist fire suppression operations.

A

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4
Q

Book 29 Building Construction

The amount of time that a structure can be considered structurally strong is dependent on the following factors:

Type of Construction.

How long the fire has been burning.

Fire Intensity

A

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5
Q

Book 29 Building Construction

GABLE ROOF

A frame configuration of conventional or ordinary construction that consists of a ridge board and rafters that cross the outside walls. Rafters are usually 2 x 6 inches or larger and are usually 16 inches to 24 inches “on-center.”

Additional support is provided by collar beams and ceiling joists. This roof is found in semi-flat to steep pitch configurations.

2 x 6 inch rafters (spaced up to 36 inches “oncenter” for steep pitched roofs) were commonly utilized for roof structural members.

1 x 6 inch ridge board or the lack of a ridge board which resulted in the 2 x 6 inch rafters butted together.

Lightweight construction utilizes 2 x 3 or 2 x 4 inch wood trusses held together by metal gusset plate connectors.

Common “on-center” spacing for truss rafters is 24 inches.

The strong areas of this roof are the ridge and the area where the rafters cross the outside walls.

When metal connector plates and surrounding wood are exposed to fire, the connector plates will quickly fail by pulling out of the wood.

Newer roofs use 3/8 or 1⁄2 inch plywood as a decking instead of 1 x 4 inch or 1 x 6 inch space sheathing.

A

reference

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6
Q

Book 29 Building Construction

Metal gusset place connectors

The most common are ___ gauge steel plates with prongs that produce ___ inch penetration.

A

18

3/8

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7
Q

Book 29 Building Construction

Eighteen-gauge “roof truss clips” may be found nailed to the bottom chord (every ___ to ___ trusses) and top plate of interior walls.

A

three to five

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8
Q

Book 29 Building Construction

HIP ROOF

lack of the A-frame configuration

The ridge board and rafters are usually 2 x 6 inches or larger. Rafters are usually 16 to 24 inches “on center,” similar to the gable roof. “Rough cut” 2 x 3 or 2 x 4 inch rafters 36 inches “on-center” were also utilized in older wood frame structures with steep pitched roofs.

A

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9
Q

Book 29 Building Construction

HIP ROOF

lack of the A-frame configuration

The ridge board and rafters are usually 2 x 6 inches or larger. Rafters are usually 16 to 24 inches “on center,” similar to the gable roof. “Rough cut” 2 x 3 or 2 x 4 inch rafters 36 inches “on-center” were also utilized in older wood frame structures with steep pitched roofs.

A

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10
Q

Book 29 Building Construction

BOWSTRING ARCH ROOFS - 1930’s, 1940’s, and 1950’s

2 x 12 or 2 x 14 inch of lumber comprises the arch trusses

Rafters are 2 x 6 inches or larger and covered by 1 x 6 inch sheathing (diagonal or straight) and composition roofing material.

Plywood decking (on top of the sheathing) is utilized, if modified for the Earthquake Ordinance.

fails in sections

The underside of the roof is usually common to the interior of commercial warehouse type structures or the arch trusses can be modified to allow storage in the attic area or ceilings

A

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11
Q

Book 29 Building Construction

LAMELLA ARCH ROOF

An egg crate, geometric or diamond-patterned roof. Constructed from 2 x 12 inch wood framing with steel plates and bolts at junctions of framing.

decking is 1 x 6 inch

This type of an arch roof is supported by exterior buttresses or internal tie rods with turnbuckles, and is common on gymnasiums, large buildings used for recreational activities, large supermarkets, etc.

total roof collapse may occur if fire removes more than ___% of the roof structure. Total roof collapse of the roof
can result from “the domino effect.”

A

20

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12
Q

Book 29 Building Construction

TIED TRUSS ARCH ROOFS

Uses metal tie rods to offer lateral support for the walls of the building.

Tie rods (usually ___ inch in diameter) with turnbuckles are used below each arch member to ensure the arches do not push the exterior walls outward. Tie rods may pass through exterior walls outside plates, which facilitate identification of this style of roof. Proper tie rod tension is maintained by turnbuckles. Top chords of arch member may utilize laminated 2 x 12’s or large members. Rafters are 2 x 10 inches or larger and covered by 1 x 6 inch sheathing

The primary hazard of this roof is early failure of the metal tie rods and turnbuckles.

Will fail in section or total collapse

A

5/8

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13
Q

Book 29 Building Construction

SAWTOOTH ROOF

rafters of 2 x 8 inches or larger

The sloping portion is covered with 1 x 6 inch sheathing (or 1⁄2 inch plywood in newer roofs)

this type of roof is easy to ventilate; utilize the hinged panes of glass.

A

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14
Q

Book 29 Building Construction

CONVENTIONAL FLAT ROOF

Rafters 2 x 6 or larger

1 x 6 decking or plywood

A

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15
Q

Book 29 Building Construction

Plywood which may be found in ___ inch to ___ inch thickness’ offer minimal structural integrity under fire conditions.

A

3/8” to 5/8”

Also says lightweight plywood decking is 3/8 to 1/2

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16
Q

Book 29 Building Construction

WOODEN I BEAM ROOF

top and bottom parallel wooden chords that are connected by a wooden stem.

Two-by-fours are used as chords, but 2 x 3 inch chords are common.

Stem - ____ inch plywood or “chip-board”

The common on-center spacing is 24 inches.

Nailing blocks are spaced ___ feet apart.

Prior to nailing, the plywood sheets are placed so the 8-foot dimension crosses the roof structural members and the 4-foot dimension parallels the roof structural member.

A

3/8

four

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17
Q

Book 29 Building Construction

OPEN WEB ROOF

top and bottom parallel wooden chords that are cross-connected by steel tube web members.

The steel tube web members are prefabricated from ___ to ___ inch cold rolled steel tubing with the ends pressed flat into a semicircular shape with a hole punched through the end.

These flattened ends are inserted into slots in the chords and steel pins (up to ___ inch)

Spans to ___-feet are possible

The common on-center spacing is 24 inches.

A

one to two

one

70

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18
Q

Book 29 Building Construction

METAL GUSSET PLATE ROOF

Wood trusses predominantly composed of 2 x 4’s that are held together by metal gusset plate connectors. Trusses for roofs are constructed in a wide variety of shapes (flat, gable, hip, etc.) all shapes share common features.

Eighteen-gauge steel plates with prongs that produce 3/8 inch penetration are common and used in a wide variety of applications.

Utilization of 2” x 4”s in a span of up to ___ feet may be found in flat metal gusset plate roofs. Decking material is usually 1⁄2 inch plywood. Dwellings will use 3/8 inch or 1⁄2 inch plywood.

A

80

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19
Q

Book 29 Building Construction

PANELIZED ROOF

Laminated beams - ___ x ____ inches

Beams are spaced ___ x ____ feet apart and can be in excess of ___ feet

A

6” x 36”

12 to 40 feet

100’

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20
Q

Book 29 Building Construction

PANELIZED ROOF

purlin is ___ x ____ inches and spaced ___ feet apart

Metal gusset plate trusses are beginning to be substituted for conventional purlins, resulting in substantial cost savings as well as an additional collapse hazard.

A

4 x 12

8’

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21
Q

Book 29 Building Construction

PANELIZED ROOF

Joists measuring 2 x 4 inches by eight feet are installed with metal hangers on 24 inch centers between the purlins, parallel to the beams. Sheets of 4 x 8 feet x 1⁄2 inch plywood are nailed over this framework. The plywood decking is then covered with composition roofing material.

The strengths of this roof are:

Beams
Purlins
Building Perimeter

When the insulation (kraft paper) is subjected to fire or sufficient heat, the foil covering will peel away from the middle layer of tar impregnated paper. The paper will give off flammable gases that rise and build up between the insulation paper and plywood decking. When the ignition temperature of the gases is reached, the gases will flash, resulting in heavy char to the surrounding wood and burning insulation paper dropping to the floor below (which contributes to rapid spread of the fire).

A

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22
Q

Book 29 Building Construction

OPEN WEB BAR JOIST ROOF

Top and bottom chords are usually made from ___ inch steel and web supports are solid ___ inch steel bar.

Large buildings may have bar-joists used as girders spaced up to ___feet

Joists are spaced 8 feet apart to accept corrugated metal decking covered by alternating layers of tar and tar paper.

Additionally, 4 x 8 foot sheets of 1⁄2 inch plywood with 2 x 4 inch joists are gaining popularity. This roof may have composition covering the decking.

A

1/8

5/8

45

23
Q

Book 29 Building Construction

Metal exposed to fire or sufficient heat (steel begins to lose its strength at ____ degrees F) will expand, twist and possibly fail.

A

1000

24
Q

Book 29 Building Construction

LIGHTWEIGHT CONCRETE ROOF

A steel or wood sub-structure is covered by corrugated metal (“Robertson Decking”). An air-entrained mixture of sand, cement and, occasionally, pea gravel is pumped on top of the corrugated metal decking and 4 x 4 inch or 6 x 6 inch wire mesh to a thickness of ___ to ___ inches.

Use a rotary saw with a ______ or _______ blade to cut ventilation openings.

A

three to four

diamond blade or carbide tipped wood

25
Q

Book 29 Building Construction

When exposed to sufficient heat, metal beams can expand ___” per ___’ which can push out walls, etc.

A

9” per 100’

26
Q

Book 29 Building Construction

These buildings are made of concrete slabs that have been “tilted up” into place to form exterior walls of a structure. These buildings are easily identified by their exterior appearance and can be up to ___ stories in height.

A

five

27
Q

Book 29 Building Construction

Pre-1933

Mortar consisting of sand and lime only, no cement.

Lack of steel reinforcing rods (“rebar”).

Brick exterior walls about ___ inches thick.

Parapet walls around the perimeter of a roof. Parapet walls can be __ feet above the roof line, and __ feet or more if used as a facade on the front of a building.

Floor and roof joists that are “let” (penetrated or resting in a cavity) into the inside of the exterior walls.

Straight roof sheathing.

Roof and floor joists that are “fire cut” (ends were cut with an angle) so they would pull loose from the exterior walls during a fire and collapse into the interior of the building without pulling down the exterior walls.

A

13

3

5

28
Q

Book 29 Building Construction

Post 1933 (long Beach earthquake)

Exterior walls are required to be at least ____ inches thick.

Masonry walls are required to be reinforced with steel “rebar.”

All joists and rafters are required to be anchored to exterior walls. This is usually accomplished by bolting a “ledger board” to a masonry wall and attaching the joist and

rafters to the ledger board with metal hangers.

Cement utilized in the mortar.

Diagonal roof sheathing.

A

9

29
Q

Book 29 Building Construction

Post 1959 (Tehachapi Earthquake)

A ___ to ____ inch concrete bond-beam cap to be laid on top of lowered parapet walls along public ways and exits.

Parapet walls should not be higher than ___ inches including the bond-beam cap, and most importantly;

Exterior walls drilled at the roof rafter level and a steel anchor bar/rod installed every four feet and attached to the existing roof rafter. This modification rendered the fire cut of the roof rafter ineffective. The steel anchor bar/rods are secured to the exterior of the building by a plate/nut combination that is known as “rafter tie plates.”

A

four to six

16

30
Q

Book 29 Building Construction

Post 1971 The Sylmar Earthquake

Anchoring walls to floor and roof systems.

Strengthening roof construction (plywood, metal straps, etc.)

A

reference

31
Q

Book 29 Building Construction

Unreinforced masonry buildings will share all or a portion of the following trademarks:

Rafter tie-plates on the exterior of a building

A bond-beam cap of concrete on top of parapet walls.

Deeply recessed window frames. Window frames are “set” to the inside of the wall, thereby exposing about 8 inches of brick return on the exterior of a building. Remember, these walls are at least 13 inches thick.

Windows may have arched or straight lintels.

The lime mortar between the bricks is white, porous, sandy, and may be easily rubbed away by a fingernail, knife

In every fourth to seventh row of bricks, one row will have been laid “on-end.” This row of bricks is referred to as the “king row” and is for additional strength.

A

reference

32
Q

Book 29 Building Construction

unreinforced masonry buildings are required to be reinforced to comply with the Earthquake Ordinance. Modifications may include the following:

Add steel bracing from parapet walls to roof structural members.

Metal straps across the width of the roof and attached to opposing walls. The straps are usually ___ of the length of the building back from the front and rear walls.

Remove the layers of composition and cover the sheathing with 1⁄2 inch plywood. This decking is then recovered with composition.

A

1/3

33
Q

Book 29 Building Construction

Due to the presence of arch roofs that have been modified as per the Earthquake Ordinance and floor/joists rafters that have been anchored to the walls, exterior walls may suddenly collapse (during fire conditions) outward a distance that is equal to at least the height of the wall. The primary danger from collapse are the front and rear walls of a building. The secondary danger from collapse are the side walls of a building. The safe area are as follows:

  1. The corners of a building.
  2. A distance at least equal to the height of the walls away from a building.
A

reference

34
Q

Book 29 Building Construction

Facade

Overhang
Facade height
Supported or unsupported
Height from roof

Facades are usually open or common to the attic of a building.

A

reference

35
Q

Book 29 Building Construction

Bungalows

“Rough-cut” 2 x 4 inch studs and rafters

Of particular interest was the utilization of 2 x 3 or 2 x 4 inch rafters for roof structural members and a ridge that is comprised of a 1 x 6 inch ridge board (the 2 x 4 inch rafters are butted together)

This type of construction can be classified as an “old type” of lightweight construction. Additionally, due to the age of these buildings, the presence of termites, multiple layers of composition on the roof, and various types of remodels will affect the structural stability of this type of construction.

A

reference

36
Q

Book 29 Building Construction

Knob and tube

These wires are suspended on ceramic insulators and pass through ceramic tubes when it is necessary to run the wires through studs or plates.

Due to the age of this type of construction, the insulation has hardened, become brittle, and in many cases has fallen from the wires, leaving the wires exposed which presents an obvious electrical hazard to personnel opening walls or ceilings during fire suppression operations.

A

reference

37
Q

Book 29 Building Construction

CURTAIN CONSTRUCTION

___% faster than conventional construction.

Steel exposed to fire or sufficient heat begins to lose its structural integrity at 1000 degrees F.

A

60

38
Q

Book 29 Building Construction

Panelized Roof

Beam span supports of ___-inch hollow steel pipe may be found. Expect weakening and/or collapse of these supports with failure of large portions of the roof under heavy fire conditions.

A

4

39
Q

Book 29 Building Construction

Bridge Truss - 1930’s and 1940’s.

A

reference

40
Q

BUNGALOW AND BALLOON CONSTRUCTION

These buildings were constructed during the 1920’s, 1930’s and 1940’s, and are primarily utilized in single family dwellings and multi-story habitational occupancies up to ___ stories.

A

four

41
Q

Book 29 Building Construction

Truss member sizes

2x12 for tied truss, bridge truss, lamella,

bowstring 2x12 plus 2x14

A

reference

42
Q

Book 29 Building Construction

Plywood

Gabble newer roofs 3/8 to 1/2

sawtooth 1/2 plywood in newer roofs

conventional flat - Plywood which may be found in 3/8 inch to 5/8 inch thickness’ offer minimal structural integrity under fire conditions.

metal gusset - Decking material is usually 1⁄2 inch plywood. Dwellings will use 3/8 inch or 1⁄2 inch plywood.

panelized - 1/2 inch plywood decking,

open web bar joist - 1⁄2 inch plywood

tilt up - 1/2 inch

A

reference

43
Q

Book 29 Building Construction

Span

lightweight in general is 70’

open web span 70

open web bar joist 45

metal gusset plate 80

A

reference

44
Q

Book 29 Building Construction

rafter sizes

Bridge - 2x6

Bowstring - 2x6

Lamella - 2x12 (members not really rafters)

Tied truss - 2x10

Sawtooth - 2x8

conventional flat - 2x6

lightweight - 2x4

A

reference

45
Q

Book 29 Building Construction

Time periods

Bridge Truss - 1930’s and 1940’s.

Bowstring arch - 1930’s, 1940’s, and 1950’s

Bungalows and ballon frame - 1920’s, 1930’s and 1940’s,

A

reference

46
Q

Book 29 Building Construction

A working knowledge of building construction not only provides the necessary expertise to conduct a quick and accurate size-up of a structure, it also provides the foundation for effective, timely, and safe operations in the following areas:

A

Structural Integrity
Ladder Placement
Forcible Entry / Search and Rescue
Ventilation Feasibility

47
Q

Book 29 Building Construction

Now, let’s focus on the first portion of size-up, “analyzing the situation.” When this portion of a size-up is applied to a structure fire, one of the first considerations should be the
type and construction of the building. These two factors will indicate:

Rate of burning.

Possible avenues of fire spread. (false ceilings, multiple attics, facades, etc.)

Problems that will have a direct impact on efforts to confine a fire.
Structural integrity.

Time necessary to conduct safe fireground operations.

A

reference

48
Q

Book 29 Building Construction

Our size-up will focus on the following areas:

Construction Styles

Roof Styles

Construction Methods

  • -Metal Concrete
  • -Masonry
  • -Frame/Stucco
  • -Curtain

Age of the Building.

A

reference

49
Q

Book 29 Building Construction

For size-up considerations, roof styles can be divided into the following categories:

Gable
Hip
Flat
Bridge Truss
Arch
Sawtooth
A

reference

50
Q

Book 29 Building Construction

Buildings that are primarily constructed of metal can be categorized as follows:

CORRUGATED
METAL BEAM

A

reference

51
Q

Book 29 Building Construction

Pre 1933 retrofit

Metal straps across the width of the building and ___ to ___ feet from walls are hard on power saws.

A

three to four

52
Q

Book 29 Building Construction

The implementation of lightweight construction within the building industry has resulted in a significant impact on fireground decisions when personnel are confronted with a
structure fire that utilizes lightweight construction. To ensure effective and safe fireground operations, personnel must address four areas:

IDENTIFICATION

COMMUNICATION

TIME

OPERATIONS

A

reference

53
Q

Book 29 Building Construction

Basically, a size-up consists of three operations as follows:

Analyze the situation.
Decide on a plan. (strategy)
Put the plan into operation.(tactics)

A

reference