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146 Terms

1
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10%

minimum window opening

2
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900mm

minimum height for railing

3
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1000mm

minimum railing height for high rise buildings

4
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Parapet

a low wall extending upward from a roof edge, often surrounding the perimeter of a building

wall above roof beam

5
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2000mm

Height of perimeter fence

6
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250mm

minimum width of run/tread

7
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200mm

maximum riser height

8
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150 - 250mm

width of “prinsesa step” (riser height)

9
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2100 mm

minimum door height

10
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600mm

MIN. BATHROOM DOOR WIDTH

11
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800mm

MIN. SERVICE AREA DOOR WIDTH

12
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700mm

MIN. DOOR WIDTH FOR

PANTRY, MAID’S ROOM

13
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900mm

MIN. DOOR WIDTH FOR MAIN DOOR

(ex. FOR APARTMENTS)

14
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1000mm

IDEAL DOOR WIDTH FOR MAIN DOOR

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1200-1500mm

DOOR WIDTH FOR RESTAURANT

16
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NO

IS FIREWALL ALLOWED IN R1?

17
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ABUTMENT

  • WALL BESIDE PARKING LOT

  • SAME HEIGHT AS SECOND FLOOR BEAM

  • HEIGHT CAN BE 2700mm - 3200mm

  • 1.7m HEIGHT FOR HOLLOW BLOCKS (BELOW)

  • 1.5m HEIGHT FOR GRILLS OR GLASAS BLOCKS

18
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7 METERS OR 50% OF SIDE PROPERTY LINE

ABUTMENT SHOULD BE NO LONGER THAN…

19
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HOLLOW BLOCKS

1.7m OF THE ABUTMENT SHOULD BE MADE OF…

20
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GRILLS OR GLASS BLOCKS

THE ABOVE OF THE 1.7m HOLLOW BLOCKS SHOULD BE?

21
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3 METERS

IN RESIDENTIAL, COLUMN SHOULD BE SPACED WITH A DISTANCE OF…

22
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AA

A

B

C

MISTURE CLASSIFICATIONS OF CONRETE PROPORTION

23
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1 : 1.5 : 3

PROPORTION OF MIXTURE AA

24
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1 : 2.0 : 4

PROPORTION OF MIXTURE A

25
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1 : 2.5 : 5

PROPORTION FOR MIXTURE B

26
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1 : 3.0 : 6

PROPORTION FOR MIXTURE C

27
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CEMENT : SAND : GRAVEL

WHAT ARE THE MATERIAL PER PROPORTION

1 : x : z

28
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4000 PSI Retaining walls, concrete under water

Compressive Strength and Applications for MIXTURE CLASS AA

29
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3500 PSI Beams, slabs, footings, columns

Compressive Strength and Applications for MIXTURE CLASS A

30
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3000 PSI

Compressive Strength and Applications for MIXTURE CLASS B

31
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2500 PSI Plant boxes, non-critical areas

Compressive Strength and Applications for MIXTURE CLASS C

32
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12.00

Cement in Bag for MIXTURE CLASS AA

40 kg

33
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9.00

Cement in Bag for MIXTURE CLASS A

40 kg

34
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7.50

Cement in Bag for MIXTURE CLASS B

40 kg

35
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6.00

Cement in Bag for MIXTURE CLASS C

40 kg

36
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9.50

Cement in Bag for MIXTURE CLASS AA

50 kg

37
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7.00

Cement in Bag for MIXTURE CLASS A

50 kg

38
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6.00

Cement in Bag for MIXTURE CLASS B

50 kg

39
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5.00

Cement in Bag for MIXTURE CLASS C

50 kg

40
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0.50

SAND FOR MIXTURE CLASS AA, A, B, AND C

cubic meter

41
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1.00

GRAVEL FOR MIXTURE CLASS AA, A, B, AND C

cubic meter

42
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30 minutes

Curing of Concrete

43
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Accelerator

Used to reduce the initial setting time of concrete. They speed up the process of initial stage of hardening of concrete

Pang pabilis

44
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Retarder

It slows down the rate of hydration of cement in its initial stage and increases the initial setting time of concrete.

Slows down curing time

45
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Air-Entraining

Increase the durability of concrete under freezing and thawing conditions

Creates bubbles

46
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STRETCHER

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A masonry unit laid horizontally with its length in the direction of the face of the wall.

47
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HEADER

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Masonry unit laid so that its ends are exposed, overlapping two or more adjacent wythes and tying them together

48
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ROWLOCK

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A brick laid horizontally on the longer edge with the shorter end visble

49
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SHINER

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Units are laid on the long narrow side with the broad face of the brick exposed

50
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SAILOR

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a brick laid on end (ie. positioned horizontally) with its wider face showing on the wall surface

51
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SOLDIER

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A brick laid on end (ie. positioned vertically) with its narrower face showing on the wall surface.

52
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Running Bond

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A brickwork or masonry bond composed of overlapping stretchers. Also called stretcher bond.

53
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Stack Bond

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A brickwork or masonry bond having successive courses of stretchers with all head joints aligned vertically.

54
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Common Bond

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A brickwork bond having a course of headers between every five or six courses of stretchers.

55
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English Bond

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A brickwork bond having alternate courses of headers and stretchers in which the headers are centered on stretchers and the joints between stretchers line up vertically in all courses.

56
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Flemish bond

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A brickwork bond having alternating headers and stretchers in each course, each header being centered above and below a stretcher.

57
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Flemish Cross Bond

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A modified Flemish bond having courses of alternate headers and stretchers alternating with stretching courses.

58
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Flemish diagonal bond

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A form of Flemish cress bond in which the courses are offset to form a diamond pattern.

59
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garden-wall bond

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A brickwork bond for lightly loaded boundary walls, having a sequence of a header and three stretchers in each course, with each header being centered over a header in alternate Courses.

60
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CONCRETE HOLLOW BLOCKS

WHAT IS CHB

61
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CONCRETE MASONRY UNITS

WHAT IS CMU

62
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DURISOL

BRICKS

STONE

TYPES OF MASONRY MATERIALS

63
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DURISOL

WHICH AMONG THE THREE IS LIGHTWEIGHT?

DURISOL

BRICKS

STONE

64
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10mm

12mm

16mm

20mm

25mm

28mm

32mm

36mm

40mm

50mm

WHAT ARE THE DIAMETERS OF DEFORMED BARS?

65
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10mm

12mm

Which diameters has Grade 33

66
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10mm

12mm

16mm

Which diameters has Grade 40

67
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12mm

16mm

20mm

25mm

28mm

32mm

36mm

40mm

50mm

Which diameters has Grade 60

68
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0.671 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

10mm

69
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0.888 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

12mm

70
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1.579 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

16mm

71
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2.469 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

20mm

72
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3.858 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

25mm

73
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4.835 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

28mm

74
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6.313 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

32mm

75
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7.994 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

36mm

76
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9.876 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

40mm

77
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15.432 kg/m

Weight of rebar per meter (kg/m; kilogram/meter)

50mm

78
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10mm — 32mm

Bars for Residential

79
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16mm — 50mm

Bars for Foundation

80
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Stirrup

Bars around beam

81
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Ties

Bars around column

82
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100mm

Height of gravel bedding

83
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7 days

14 days

28 days

Curing times

84
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7 days

During this curing time, form stripping is done

85
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14 days

During this curing time, Maximum strength should be achieved

86
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8

Minimum number of sockets

87
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10

Maximum number of sockets

88
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10 watts?

how many watts are there per 1m striplight?

89
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Varnish

Paint for wood

90
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Ducco Finish

Paint to enhance appearance

91
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Acoustic Panels

A ceiling panel for office good for sound reduction

92
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60× 60

Smallest size of acoustic panels

93
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Flooring

Walls

Two types of tiles

94
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Skid

  • Madulas

  • Glazed

95
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Non-Skid

  • Hindi madulas

  • Non-glazed

  • Rough and Matte finish

96
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Homogenous Tiles

  • Isa lang yung tile Material

  • same sa lahat

  • have a uniform composition and appearance throughout the tile body

97
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Annealed

Tempered

Laminated

types of glass

98
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Annealed Glass

  • Regular glass

  • Breaks easily into large, sharp shards

99
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Tempered Glass

  • Heat treatment process

  • Breaks into small, blunt pieces

100
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Laminated Glass

  • Safety glass

  • Holds together when broken → cracks but stays in frame

  • Blocks UV rays

  • ex. Car windshield