Building Construction Flashcards

1
Q

is process where in design is translated into the world into tangible matter

A

Construction

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2
Q

Give the 3 Traditional Procurement

A

Design, Bidding/Tender, Build

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3
Q

is a temporary endeavor undertaken to create a unique product, service or result

A

Project

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4
Q

geographical venue of a project

A

site

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5
Q

Determined needs of the users that will guide for the design process

A

program

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6
Q

sequence,timing, and duration of works to be done in order to complete the project

A

Schedule

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7
Q

Financial allocation for the project

A

Budget

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8
Q

Allocated budget for unforeseen or other possible changes in the design or construction of a project

A

Contingencies

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9
Q

Money for design changes that may be needed in the design in order to accommodate new project requirement

A

Design Contingencies

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10
Q

Money that may be needed to pay for unforeseen work or material necessary to complete the construction work

A

Construction Contingencies

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11
Q

Money allocated by owner to possible fund additional work or material during the project

A

Owner Contingencies

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12
Q

written information that clarifies or modifies the bidding document often issued during the bidding process

A

Addendum

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13
Q

additional design or material option added to the construction document and/or specification to to obtain multiple possible cost estimate for the project

A

Alternate

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14
Q

imply added material and cost

A

Add-alternates

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15
Q

imply of removal of certain elements to lower the project cost as necessary

A

Deduct-alternate

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16
Q

American National Standard Institute

A

ANSI

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17
Q

Also known for record drawing

A

As Built Drawing

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18
Q

Contract drawing that have been marked up to reflected any changes to a project during construction

A

As Built Drawing

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19
Q

offer a proposal or a price

A

Bid

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20
Q

written documents issued by the appropriate government authority permitting the construction of specific project in accordance with the drawing and specifications that the authority has approved

A

Building Permit

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21
Q

stating that the building or property meets local standard of occupancy and is compliance with public health and building codes

A

Certification of occupancy

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22
Q

written document between and signed by the owner and the contractor authorizing a change in the work o adjustment in the contract sum or length of time.

A

Change order

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23
Q

intensive design process for solving architecture problem quickly. The instructor ecole des Beaux Arts in Paris would use a charrete in French for “small wooden cart”.

A

Charrete

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24
Q

Direct contractor cost for labor, materials,equipment and services as well as overhead and profit. Excluded in construction cost are fees for architects,engineers,consultant,costs of land, or ant other items that by definitions of the contract are the responsibility of the owner

A

Construction Cost

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25
Q

organization and direction of the labor force, materials and equipment to build the project as designed by the architect

A

Construction Management

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26
Q

written agreement giving responsibility for project planning and accomplishment and overall project planning, design and construction to a construction management firm or individual called the construction manager

A

Construction Management Contract

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27
Q

Hired by the owner or the architect to provide information and to advice the project in area of his or her expertise

A

Consultant

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28
Q

Contractual duties and responsibilities of the architect and engineer during the project construction

A

Contract Administration

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29
Q

difference between the original contract price and the final completed cost, including all change order adjustment

A

Contract over (Or Under) Run

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30
Q

licensed individual or company that agrees and perform the work as specified , with the appropriate labor,equipment and materials

A

Contractor

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31
Q

date certified by the architect when the work is to be completed

A

Date of substantial completion

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32
Q

arrangement wherein a contractor bids or negotiates to provide design and construction services for the entire project

A

Design Build Construction

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33
Q

calculation of the amount of material,labor, and equipment needed to complete a given project

A

Estimating

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34
Q

construction work begins before completion of the construction documents, resulting in a continuous design-construction situation.

A

Fast Track Construction

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35
Q

movable furniture,fixture or equipment that do not require permanent connection to the structure or utilities of a building

A

FF&E

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36
Q

Written order calling for a classification or minor change in the construction work and not involving any adjustment to the terms of contract

A

Field order

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37
Q

prime responsibility for the work

A

General Contractor

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38
Q

not chargeable to a specific project or task such as overhead

A

Indirect cost

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39
Q

National Institute of Building Sciences

A

NIBS

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40
Q

written contract between the architect and the client

A

Owner-Architect agreement

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41
Q

central idea governing and organizing a work of architecture from french “partir” “to depart with the intention of going somewhere

A

Parti

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42
Q

desired list of spaces,rooms and elements as well as their sizes

A

Program

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43
Q

line diagram showing proposed and actual starting completion time in a project

A

Progress Schedule

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44
Q

all cost for a specific project

A

Project cost

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45
Q

written list of names and addresses of all parties involve in a project

A

Project Directory

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46
Q

coordinating time, equipment,money,task, and people for all portion of a project

A

Project Manager

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47
Q

detailed written specifications describing acceptable construction material and methods

A

Project Manual

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48
Q

written request to a contractor, architect, or subcontractor for an estimate or cost proposal

A

Request for proposal

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49
Q

plan for performing work; also a chart or table within the drawing set

A

Schedule

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50
Q

chart, diagram or outline of a system being proposed

A

Scheme

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51
Q

written range of view or action for a specific project

A

Scope of work

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52
Q

drawings,diagrams,schedules and other data. Also, to illustrate some portion of the work being done.

A

Shop Drawing

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53
Q

location of structure or group

A

Site

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54
Q

expenses in addition to the direct construction cost,

A

Soft costs

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55
Q

listing of minimum acceptable ethical standards

A

Standard of professional practice

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56
Q

load bearing assembly of beams and columns on a foundation

A

Structural system

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57
Q

Specialized contractor who is subordinate to the prime or main contractor

A

Subcontractor

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58
Q

proposed replacement or alternate for a material or process of equivalent cost and quality

A

Substition

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59
Q

interior improvements of the project after the building envelope is complete

A

Tenants improvements

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60
Q

written agreement wherein payment is based on actual cost for labor,equipment, material, and services rendered , in addition to overhead

A

Time and Material

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61
Q

process of analyzing the cost versus the value of alternative materials,equipment and systems

A

Value Engineering

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62
Q

restriction of areas or regions of land within specific areas based on permitted size, character and uses

A

Zoning

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63
Q

permits land to be used for specific purpose

A

Zoning permit

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64
Q

tool used for prying open demolition work and general removal of construction assemblies

A

Prybar

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65
Q

Vernacular term for Prybar

A

“kabra”

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66
Q

tool used for General measurement work

A

Steel tape measure and Folding Ruler

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67
Q

Vernacular term for Steel tape measure

A

“Metro”

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68
Q

Vernacular term for Folding Ruler

A

“Metro”

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69
Q

tool used for relatively long measurement such as lot lines or large room dimension

A

Long Tape

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70
Q

used for establishing right angles during construction measurement and/ or layout

A

Set square/ Framing square

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71
Q

Vernacular term for Set square/ Framing square

A

“Iskwala”

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72
Q

For establishing horizontal and vertical scales levels. Uses a bubbles contained inside a cylinder of colored fluid

A

Spirit Level/ Level Bar

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73
Q

Vernacular term for Spirit Level/ Level Bar

A

“Lebel/ Nibel”

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74
Q

Used to establish vertical line known as a Plumb line

A

Plumb Bob

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75
Q

Vernacular term for Plumb Bob

A

“Hulog”

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76
Q

Used to draw long straight lines without having to use a pencil or pen

A

Chalk Line

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77
Q

Vernacular term for Chalk Line

A

“Pitik”

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78
Q

For general wood working/ nail driving

A

Claw Hammer

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79
Q

Vernacular term for Claw Hammer

A

“Martilyo”

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80
Q

Usually used for metal work / sheet metal work

A

Ball Pin Hammer

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81
Q

Drives screws

A

Screw Driver

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82
Q

screw driver that turns by pushing it that turns its shaft

A

Spiral Ratchet Screw Driver

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83
Q

Used to cut wood

A

Hand saw

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84
Q

Vernacular term for Hand saw

A

“Lagari”

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85
Q

for cutting along the wood grain

A

Ripsaw Blade

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86
Q

for cutting perpendicular to the wood grain

A

Crosscut Blade

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87
Q

has a rigid blade. More effective in cutting long straight lines

A

Back saw

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88
Q

Used to cut metal. Has a replaceable blade with fine teeth

A

Hack saw

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89
Q

Vernacular term for Hack saw

A

“Lagaring Bakal”

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90
Q

Used to gouge wood

A

Wood Chisel

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91
Q

Vernacular term for Wood Chisel

A

“Paet”

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92
Q

Used for metal work or sheet forming

A

Cold Chisel

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93
Q

Used to push in the nail head into the lumber surface

A

Nail set

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94
Q

Vernacular term for Nail set

A

“Punsol”

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95
Q

Used for flattening/ or leveling small plaster areas

A

Wood Float

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96
Q

Vernacular term for Wood Float

A

“Rodelang Kahoy”

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97
Q

Used for smoothening plaster

A

Steel Float

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98
Q

Vernacular term for Steel Float

A

” Rodelang Bakal”

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99
Q

General Masonry/ Plastering Tool

A

Steel Trowel/ Brick Trowel

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100
Q

Vernacular term for Steel Trowel/ Brick Trowel

A

“Kutsara”

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101
Q

Used flatten/ smoothen large concrete surface such as floors or roads

A

Bull Float

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102
Q

Special steel trowel used in the application of tile mortar or tile adhesive

A

Tile Trowel

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103
Q

Used to fasten metal sheets or light metal sections together

A

Blind Riveter

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104
Q

Used for plumbing joints

A

Pipe Wrench Stillson Wrench

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105
Q

relatively permanent enclosed structure constructed over plot of land for Habitable use

A

Building

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106
Q

Part of the Building above ground

A

Superstructure

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107
Q

Habitable part of the Building below ground

A

Sub-Structure

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108
Q

Structural part of the building that transfers the weight of the building onto the ground below

A

Foundation

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109
Q

1-4 storeys usually has no elevators

A

Low rise

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110
Q

5-10 storeys has elevators

A

Mid rise

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111
Q

Many floors multiple elevators

A

High Rise

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112
Q

General accent mood

A

Lighting

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113
Q

outlet and power sources

A

power

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114
Q

telephone internet cable tv

A

Telecoms

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115
Q

Air-con, Heaters, Exhaust

A

Cooling, Heating, Vent

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116
Q

Pipes,plumps, fixture

A

Water supply

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117
Q

LGP, Oxygen

A

Gas system

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118
Q

Elevators, escalators

A

Conveying systems

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119
Q

A format developed for coordinating :

A

Specification, Filing of technical Data, Product Literature, Construction cost accounting

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120
Q

what is DIV 00

A

Requirements Bidding and Construction

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121
Q

what is DIV 01

A

General Requirements

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122
Q

what is DIV 03

A

Concrete

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123
Q

what is DIV 04

A

Masonry

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124
Q

what is DIV 05

A

Metals

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125
Q

what is DIV 06

A

Woods and plastics

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126
Q

what is DIV 07

A

Moisture and thermal protection

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127
Q

what is DIV 08

A

Doors and windows

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128
Q

what is DIV 09

A

Finishes

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129
Q

what is DIV 10

A

Specialties

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130
Q

what is DIV 11

A

Equipment

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131
Q

what is DIV 12

A

Furnishing

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132
Q

what is DIV 13

A

Special Construction

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133
Q

what is DIV 14

A

Conveying Systems

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134
Q

what is DIV 15

A

Mechanical/Sanitary

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135
Q

what is DIV 16

A

Electrical

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136
Q

geographic location of a construction project it can be a land property or an interior space such as mall space, office space, or residential condomnium

A

Site

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137
Q

Minimum required distance from every structure to the property lines of a lot

A

Setback

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138
Q

one of the legally defined and recorded boundaries of a parcel of land. Also called lot line. Usually defined by the “LOT TITLE”. Known in the Philippines as the TRANSFER CERTIFICATE OF TITLE. Describe the LOCATION, BEARING AREA AND identifies the OWNER

A

Property Line

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139
Q

transferring the initial key points of an architectural design onto the site

A

Layout

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140
Q

fixed static load made up pf the building’s own structure,skin,equipment, and other fixed elements

A

Dead Loads

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141
Q

Moving or transient loads such as occupants, furnishing, rain,snow and ice

A

Live Loads

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142
Q

pressure from wind that affects lateral loads as well as possible uplift forces or downward pressure

A

Wind Loads

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143
Q

impact loads,shock waves,vibrations and seismic loads

A

Other Loads

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144
Q

lowest division of a building or other constructions,partly or wholly below the surface of the grounds, designed to support and anchor the superstructure and transmit its loads directly to the earth

A

Foundation

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145
Q

The part of the foundations bearing directly upon the supporting soil

A

Footing

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146
Q

How foundations work?

A
  1. The loads of the building/structure are transmitted down, vertically through the columns
  2. Column, connected to a footing which spreads the loads over a wide enough area of soil provided that the bearing capacity of the soil is not exceeded.
  3. The soil pushes up against the footing.This causes tension at the bottom side of the footing and compression on the top side. Reinforced concrete footing have reinforcing bars at the bottom because the steel resists the tension while the concrete at the top resists the compression.
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147
Q

manually or mechanically excavating the site until the desired depth of the footing is reached. Less expensive than deep foundations and commonly used when good soil conditions exist

A

Shallow Foundations

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148
Q

a single spread footing supporting a freestanding column or pier

A

Isolated Footing

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149
Q

a reinforced concrete footing extended to support a row of column

A

Continuous Footing

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150
Q

continuous spread footing of a foundation wall

A

Strip Footing

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151
Q

a reinforced concrete footing for a perimeter column or foundation wall extended to support an interior column load

A

Combined Footing

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152
Q

a thick, slab-like footing of reinforced concrete supporting a number of column or an entire building

A

Mat Footing

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153
Q

a mat foundation reinforced by a grid of ribs above or below the slab

A

Ribbed Mat

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154
Q

used when the soil underlying a shallow foundation is unstable or too so they extend down to where the earth is hard enough.

A

Deep Foundation

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155
Q

also referred to as “drilled pier”. a hole is drilled or drug ( a process is known as augering) through inadequate soil and then filled with concrete

A

Caisson Foundations

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156
Q

Driven into place instead of being drilled or poured. It can be made of timber, steel or concrete. Piles are driven closely together in cluster, cut off and capped in groups of two to twenty-five. The building column rest on top of the pile cap

A

Pile Foundations

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157
Q

a proportioned mixture of Cement + Aggregate + water

A

Concrete

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158
Q

powder material which when combined with water possesses adhesive and cohesive properties. This is a type of binder that hardens in place

A

Cement

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159
Q

Inert granular material such as sand and gravel which when mix with cement and water result in concrete

A

Aggregates

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160
Q

combines with the cement to form a paste, which coats and surround the inert particles of aggregates and upon hardening binds the entire mass together

A

Water

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161
Q

is a plastic mass which can be cast, molded or formed into predetermined size or shape

A

Concrete

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162
Q

Upon hydration, becomes stone-like in strength,hardness and durability. The hardening of concrete is called?

A

Setting

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163
Q

when mixed with water and a fine aggregate of less than 6mm (1/4”) is known as?

A

mortar, stucco or cement plaster

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164
Q

without reinforcement it is called?

A

Plain or mass concrete

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165
Q

what does concrete provide?

A

fireproof construction

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166
Q

concrete in which steel reinforcement is embedded in such a manner that the two material act together in resisting forces

A

Reinforced Concrete

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167
Q

a calcined mixture of clay and limestone,finely pulverized and used as an ingredient in concrete and mortar

A

Cement

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168
Q

used by Egyptian, Greeks, and Romans. It is made by calcination of limestone

A

Lime

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169
Q

also used by Egyptians, Greeks and Romans. Source of the word “plaster”. it can be more plastic if hydrated lime is added

A

Gypsum

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170
Q

is pure gypsum

A

Plaster of Paris

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171
Q

First developed by the Romans. Mix of slaked lime with pozzolana which hardened under water. Cement making was lost for several centuries after the Roman Empire

A

Pozzolan Cement

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172
Q

Patented by John Aspdin in 1824

A

Portland Cement

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173
Q

Type of Portland cement that the general purposes commonly used for structural work, bridges, pavements and concrete masonry units

A

Type I: Normal

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174
Q

Type of Portland cement that generates less heat and at slower rate during the hydration process than Type I. Also provides moderate resistance to sulfate attack. This is used in large piers and heavy abutments to minimize detrimental effects of heat of hydration. This is also used in structure in contact with ground water when sulfate concentration in such water is higher than the normal but not usually severe.

A

Type II: Modified Portland Cement

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175
Q

Type of Portland cement that generates less heat and at slower rate during the hydration process than Type I. Also provides moderate resistance to sulfate attack. This is used in large piers and heavy abutments to minimize detrimental effects of heat of hydration. This is also used in structure in contact with ground water when sulfate concentration in such water is higher than the normal but not usually severe.

A

Type II: Modified Portland Cement

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176
Q

Type of Portland cement that use where high strength is desired at early periods, usually within a week or less. Also used in cold weather construction to reduce time required for protection from low temperature

A

Type III: High Early Strength Cement

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177
Q

Type of Portland cement that generates less heat of hydration than normal Portland cement. This is used in massive structures such as large gravity dams

A

Type IV: Low-heat Cement

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178
Q

Type of Portland cement that manufactured using selected raw materials so that the finished product will be white rather than gray. This is used for decorative architectural concrete, stucco, white or pigmented grout.

A

White Portland Cement

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179
Q

Type of Portland cement that introduces minute air bubbles in the concrete mix to increase its resistance to freezing. Makes the concrete more durable and lighter in color

A

Air-entraining Portland Cement

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180
Q

Type of Portland cement that is used when high sulfate resistant attack is desired . Gains strength at a slower rate than type I.

A

Type V: Sulfate Resistant Cement

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181
Q

Smaller than 6mm (1/4”) in diameter. Example Sand

A

Fine Aggregates

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182
Q

Larger than 6mm (1/4”) in diameter. Example Gravel

A

Coarse Aggregates

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183
Q

substances added to a concrete mix to alter or enhance a specific property

A

Admixtures

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184
Q

introduces minute air bubbles in the concrete mix to increase its resistance to freezing

A

Air-Entraining Agents

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185
Q

Used to speed up setting time and reduces the length of time for curing and protection

A

Accelerators

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186
Q

Slows down the setting of a concrete mix in order to allow more time for placing and working the mix

A

Retarders

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187
Q

Reduces water requirements of concrete for given consistency. Also known as plasticizers

A

Reducers

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188
Q

Reduces the capillary attraction of the voids in the concrete and decreases water absorption of concrete or mortar

A

Integral Waterproofing Compound

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189
Q

This does not render the concrete completely waterproof. Example : Saharra. Used to give color to concrete floors

A

Colored Pigments

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190
Q

reinforcement changes the basic strength properties of concrete and consequently it’s behavior as a structural material

A

Reinforcing Bars

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191
Q

is a strong in handling compression Forces, but very weak against tension. It is more durable, fireproof and requires little maintenance.

A

Concrete

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192
Q

is strong in handling both compression and tensile forces. But it is more expensive,requires fire, proofing and maintenance against rust

A

Steel

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193
Q

The strength of a concrete mix is high affected by how much water is added into the mixture. Amount of water used per bag of cement. Average of 6.5gallons for ordinary job conditions

A

Water-Cement Ratio

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194
Q

1 Cement : 2 Sand : 4 Gravel

A

Proportioning of concrete

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195
Q

1 : 1.5 : 3 For concrete under water, retaining walls

A

Class AA

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196
Q

1 : 2 : 4 for suspended slabs,beams,column,arches, stairs,walls of 100mm (4”) thickness

A

Class A

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197
Q

1 : 2.5 1 :5 For walls thicker than 100mm (4”), footings steps,reinforced concrete slabs on fill

A

Class B

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198
Q

1 : 3: 6 For concrete plant boxes and any non-critical concrete structures

A

Class C

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199
Q

1 : 3.5 : 7 for mass concrete works

A

Class D

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200
Q

from conifers trees that have needles instead of leaves . Example Pine

A

Softwood

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201
Q

Come from the broad-leaved or deciduous trees. Most Philippines timber are?

A

Hardwoods

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202
Q

is the softer, younger outer portion of a tree. It is more permeable, less durable and usually lighter in color than the heartwood

A

Sapwood

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203
Q

The older,harder central portion of a tree is denser,less permeable and more durable than the surrounding sapwood. The central core of the log, it is composed of inactive cells and serves only as a mechanical

A

Heartwood

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204
Q

cracks or lengthwise separation across the annual rings of growth caused by irregular shrinkage during drying. Formed when the circumference shrinks more than the interior section of the log

A

Checks

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205
Q

Cracks between and parallel to the annual rings of the growth

A

Shakes

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206
Q

irregular growth in the body of a tree which interrupt the smooth curve of the grains. The fibers of the tree are turned from their normal course and grow around the knot at that point of the tree

A

knots

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207
Q

well-defined openings between annual rings containing solid or liquid pitch

A

Pitchpockets

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208
Q

This is the lack of wood on the edge or corner of a piece

A

Wane

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209
Q

Caused by the attack of fungi

A

Decay

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210
Q

variation with the plane surface of the piece caused by unequal shrinkage of the board

A

Warping

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211
Q

Lumber cut in tangent to the annual rings or growth; cut with annual rings at an angle 0 degree to 45 degrees; preferable when a pleasing pattern is required like for wall panelling

A

Plainsawing

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212
Q

Wood cut radially to the annual rings of growth parallel to the rays; less shrinkage than plainsawn lumber; cut with annual growth rings at an angle 45 degrees to 90 degrees

A

Quartersawing

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213
Q

Wood cut at 30 degrees to 60 degrees angle to the center; similar to quartersawn

A

Riftsawing

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214
Q

Lumber less than 2” thick and less than 8” wide

A

Woodstrip

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215
Q

Wood suitable for use as building material

A

Timber

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216
Q

Timber product manufactured by sawing, re-sawing, passing lengthwise thru a planing machine, cross-cutting to length and grading

A

Lumber

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217
Q

Lumber surfaced with a planing machine to attain smooth surface and uniform size

A

Dress Lumber

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218
Q

Dressed lumber on 2 sides

A

S2S

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219
Q

Dressed lumber smooth on 4 sides

A

S4S

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220
Q

Lumber that is sawn, edged and trimmed but not surfaced

A

Rough Lumber

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221
Q

Of or pertaining to lumber seasoned in a kiln under controlled conditions of heat, air circulation and humidity; lumber seasoned by exposure to atmosphere

A

Kiln dried

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222
Q

Pieces less than 2” thick and at least 8” wide; graded for appearance rather than strength, usually for sidings and flooring

A

Board Lumber

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223
Q

Wide pieces of lumber 2” to 5” thick; used for stair stringers and treads, floor girders, roof girts and trusses

A

Planks

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224
Q

Pieces more than 2” and less than 5” in any dimension; classified for strength rather than appearance; usually used for purlins, joists and wall-framing

A

Dimension Lumber

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225
Q

Pieces 5” or more on the smallest dimension

A

Timber

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226
Q

Generally, lumber is available in ____-numbered widths: 4, 6, 8, 10, 12”

A

Even

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227
Q

Size of lumber when it is cut from log

A

Nominal size

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228
Q

Lumber is sold in lengths from __ ft up to __ ft in increments of __ ft

A

6ft up to 20ft

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229
Q

Lumber measure; measure of a piece of wood 1” thick, 12” wide or 12” long

A

Board foot

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230
Q

Drying of wood continues until vapor pressure in the air just balances the vapor pressure on the wood surface

A

Equilibrium moisture content (EMC)

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231
Q

Process of removing moisture from green wood (wood from freshly cut logs)

A

Seasoning

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232
Q

Two methods of seasoning

A

Air drying

Kiln drying

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233
Q

3 examples of Philippine wood that can be used on posts and other parts requiring strength and durability

A

Molave, ipil, yakal, narig (heart), saplungan, dangula, malabayabas, bansalangin, betis, narek alupag, alupag-amo, anubing, aranga, banaba, batitinan, sudiang, urung, malbunga, tamayuan, kayatau, haras, tugbak

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234
Q

3 examples of Philippine wood that can be used on post placed on top of concrete piers 30 cms above ground line

A

Molave, ipil, yakal, narig (heart), saplungan, dangula, malabayabas, bansalangin, betis, narek alupag, alupag-amo, anubing, aranga, banaba, batitinan, sudiang, urung, malbunga, tamayuan, kayatau, haras, tugbak

guijo, makaasim, apitong, amugis, katmon, kamatog, pagatpat, tabao, bakauan

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235
Q

3 examples of Philippine wood that can be used on beams, girders, rafters, chords, purlins

A

High grade: yakal, narig (heart), saplungan, guijo, manggachapul, ipil, katmon, aranga, malugai, makaasim, apitong

Medium grade: apitong amugis, pagatpat, bagras, lamog

Low grade: pilosapis, bagtikan, tanguile, lumbayao, nato, red lauan, white lauan, aimon

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236
Q

3 examples of Philippine wood that can be used as flooring

A

Reddish: tindalo, red narra, ipil, bansalagin, betis, lamog, guijo, kamatog, amugis, tanguile, red lauan

Yellowish: supa, aranga, yakal, saplunga, kalamansanai, kayatau, manggachapui, palosapis, almon, bagtikan

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237
Q

3 examples of Philippine wood that can be used on siding

A

Panel form: narra, molave, supa, akle, akleng-parang-banuyo, batitinan, kayatau, ribbon-grained tanguile, red lauan, white lauan, almon, bagtikan, mayapis

Drop siding: palosapis, red and white lauan, tanguile, almon

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238
Q

3 examples of Philippine wood that can be used on door and window sashes panel

A

Door panels: narra, suppa, banuyo, tindalo, akle, akle-parang-molave, kayatau, ribbon-grained tanguile, red and white lauan

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239
Q

3 examples of Philippine wood that can be used on door and window sashes frames

A

Frames: narra, ipil, yakal, guijo, dalingdalingan, quartercut guijo, apitong

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240
Q

3 examples of Philippine wood that can be used on door and window sills

A

Molave, tindalo, bansalagin, kayatau, narig (heart), quarter-cut yakal, saplungan, dalindalingan, quarter-cut guijo, apitong

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241
Q

3 examples of Philippine wood that can be used on stair risers

A

Risers: molave, tindalo, ipil, guijo, yakal, narig, aranga, betis

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242
Q

3 examples of Philippine wood that can be used on stair treads

A

Yakal, supa, molave, tindalo, aranga, guijo, binggas, banaba, pagatpat

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243
Q

3 examples of Philippine wood that can be used on stair railings

A

Tindalo, ipil, narra, yakal, guijo

244
Q

3 examples of Philippine wood that can be used on salt water pilings

A

Creosated apitong with 15lbs retention per cu.ft.

mancono, malayabas, dungon, tambulian, betis, alupag, aranga, liusin, tabao

245
Q

3 examples of Philippine wood that can be used on fresh water piling

A

Creosated apitong with 15lbs retention per cu.ft.
mancono, malayabas, dungon, tambulian, betis, alupag, aranga, liusin, tabao

ipil, yakal, dangula, pagatpat and other species resistant to decay and termites

246
Q

3 examples of Philippine wood that can be used on veneer and plywood face

A

Yellow narra, curly stocks of banuyo, akle and bansalagin, red and white lauan, tanguile, almon, mayapis, manggasinoro, stumps, compression woods, croothes of dao, narra, tindalo, akle, katmon, pahutan, pahutan, marrango, kato lamio

247
Q

3 examples of Philippine wood that can be used on veneer and plywood core

A

Binuang, nato, kupang, dita, gubas, poorer grades of red and white lauan, tanguile, almon, bagtikan, mayapis

248
Q

Rigid structural member designed to carry and transfer traverse loads across space to supporting elements

A

Beams

249
Q

Any of a series of small, parallel beams for supporting floors, ceiling or flat roofs

A

Joists

250
Q

Large, principal beam designed to support concentrated loads at isolated points along its length

A

Girder

251
Q

The level, base surface of a room upon which one stands or walks

A

Floor

252
Q

Beams having a single span with support at each end; no restraint at the supports

A

Simple beams

253
Q

Beams supported at one end only or may be that portion of beams projecting beyond one of its supports

A

Cantilever beams

254
Q

Beams resting on more than two supports; beam having two spans with little or no restraint at the two extreme ends of the beam

A

Continuous beams

255
Q

End span of a continuous beam where little restraint is provided at the end support

A

Semi-continuous beam

256
Q

Section of a beam at which the bending moment changes from positive to negative

A

Point of inflection

257
Q

Type of reinforced concrete beam where a reinforced concrete floor slab and its supporting beam are built at the same time and thoroughly tied together

A

T-beams

258
Q

Beams with reinforcement with compression as well as the tension side of the beam; requires no bent up bars; used when the cross-sectional dimensions of the beam are limited by architectural or structural conditions

A

Beams with Compression Reinforcement/ Doubly Reinforced Beams

259
Q

Beams supported at one end only; tensile reinforcement is located at top of beam and inverted U-stirrups are provided

A

Cantilever beams

260
Q

Double reinforced beams used for long spans, hollowed in the center of the section to reduce its dead load (the weight of the beam); diaphragms are provided at intervals throughout the length of beam

A

Hollow box girders

261
Q

Short beam extensions from columns used to support rafters or trusses

A

Beam brackets or corbels

262
Q

Ideal type of steel beam

A

I-beam

263
Q

Horizontal portion of I-beams is called what?

A

Web

264
Q

Type of steel girder composed of a web, at the top and bottom of which are riveted angles and plates; simplest type of plate girder with a web and four flange angles

A

Plate Girder

265
Q

Type of steel girder which is a built-up beam in which more than one web plate is used

A

Box Girder

266
Q

Lightweight, shop fabricated steel members having a trussed web

A

Open web steel joist

267
Q

Has a web consisting of a single bent bar, running in a zigzag pattern between the upper and lower chords; permits the passage of mechanical services

A

K-series joist

268
Q

Shop fabricated in standard lengths, depths and load carrying capacities

A

Open web steel joist

269
Q

Manufactured from cold formed sheet or strip steel; form an economical floor system that is lightweight, non-combustible and damp proof; joists are laid out in a manner that is similar to wood joist floor system

A

Light Gauge Steel Joist

270
Q

Spacing of joists in inches

A

16”, 24” or 48”

271
Q

Used to support floor and ceiling loads, supported in turn by larger beams, girders or bearing walls; widest dimension is vertically oriented

A

Floor joist

272
Q

Joist on which floor boards are laid; neither supports a joist nor is it supported by another joist

A

Common joist; bridging joist

273
Q

Beam which supports common joists of a wood floor above and the ceiling joists below; commonly joins two vertical points

A

Binding joist; binder

274
Q

Large or principal beam; used to support concentrated loads at isolated points along its length

A

Girder

275
Q

Brace or a system of braces placed between joists to stiffen them, to hold them in place and to help distribute the load

A

Bridging

276
Q

Diagonal bracing, in pairs, between adjacent floor joists to prevent the joists from twisting

A

Cross Bridging, Diagonal Bridging, Herringbone Strutting

277
Q

Short members (boards) which are fixed vertically between floor joists to stiffen the joists

A

Block Bridging, Solid Bridging, Solid Strutting

278
Q

Floor supported by common joists without girders

A

Bridging Floor

279
Q

Large joist that carries much of the floor load

A

Principal Joist

280
Q

Any joist resting directly on sleepers

A

Sleeper Joist

281
Q

Horizontal member which is housed in the studs of balloon framing and carries joists

A

Ledger, Ribbon or Ribband

282
Q

Strip of lumber which is nailed to the side of the beam forming a seat for the joists and helping to support them

A

Ledger Strip, Ribbon Strip

283
Q

Horizontal timber at the bottom of the frame of a wood structure which rests on the foundation

A

Sill

284
Q

Type of concrete floor system where reinforcements run in one direction only from beam to beam; economical for medium and heavy live loads for comparatively short spans, 6 to 12 ft

A

One way solid slab and beam

285
Q

Type of concrete floor system which is economical for medium span lengths with light or medium live loads; consists of relatively small adjacent T-beams; when the open spaces between the webs or rings are filled with clay tile, gypsum tile, concrete filler block or steel forms

A

Ribbed slab or one way joist slab

286
Q

Type of concrete floor system that when a floor panel is square or nearly, it is generally economical to use two sets of reinforcing bars placed at right angles to each other, these slabs are known as what?

A

Two way solid slab and beam

287
Q

Two way concrete slab reinforced by ribs in two directions; carry heavier loads and span longer distances

A

Two way waffle slab

288
Q

Concrete slab of uniform thickness reinforced in two or more directions and supported directly by columns without beams and girders; practical for apartment and hotel construction

A

Two way flat plate

289
Q

Potentially high shearing stress developed by the reactive force of a column on a reinforced concrete slab

A

Punching shear

290
Q

Concrete slab placed over a dense or compacted base and supported directly by the ground

A

Concrete Slab on Grade

291
Q

Minimum slab thickness

A

4”/ 100mm

292
Q

Concrete slab on grade joint which allow movement to occur between concrete slab and adjoining columns and walls

A

Isolation joint/ expansion joint

293
Q

Concrete slab on grade joint which provide a place for construction to stop and then continue at a later time

A

Construction joint

294
Q

Concrete slab on grade joint which create lines of weakness so that the cracking that may result from tensile stresses occurs along predetermined lines

A

Control joint

295
Q

Corrugated steel panels used as a working platform during construction and eventually as formwork for sitecast concrete slab

A

Metal decking

296
Q

Metal decking which serves as permanent formwork for reinforced concrete slab until the slab can support itself and its live load

A

Form decking

297
Q

Metal decking which serves as tensile reinforcement for the concrete slab to which it is bonded with embossed rib pattern

A

Composite decking

298
Q

Metal decking which is manufactured by welding a corrugated sheet to a flat steel sheet, forming a series of spaces or raceways for electrical and communications wiring; special cutouts are available for floor outlets; this may serve as an acoustic ceiling when perforated cells are filled with glass fiber

A

Cellular decking

299
Q

Concrete cast in a place other than where it is to be installed in a structure

A

Pre-cast concrete

300
Q

Process where concrete reinforced by pre-tensioning or post-tensioning high strength steel tendons within their elastic limit to actively resist service loads

A

Pre-stressing of concrete

301
Q

What fraction of concrete resists compressive stresses?

A

1/3

302
Q

When concrete is adequately cured, steel reinforcement is inserted in tubes and then stretched; done with hydraulic jacks

A

Post-tensioning

303
Q

Reinforcing steel is firs prestressed and then concrete is poured

A

Pre-tensioning

304
Q

Type of wood framing where walls are part of the support of the building

A

Light framing

305
Q

Lightest form of framing; studding and corner posts are set up in continuous lengths from first floor line or sill to roof plate; boards named ribbons are notched and nailed into the studs; lacks rigidity and liable to sway and tremble in heavy winds

A

Balloon frame

306
Q

Modification of old braced frame; girts are framed into corner posts at the second story level joists; studs run from sill to girt and from girt to roof plate; diagonal braces run from sill to corner posts to roof plate; more rigid than balloon frame

A

Combination frame

307
Q

Girts which support floor joist

A

Drop girts

308
Q

Girts parallel to joists

A

Raised or flush girts

309
Q

Where the ground and second floor level structures are supported by their respective platforms

A

Platform frame

310
Q

Type of framing used in PH; floor joists are carried by girders and roof trusses or rafters by girts which frame into the posts; studs rest on floor sills and extended up the girder or girt in every floor

A

Heavy Wood Framing of Beam and Girder Framing

311
Q

Wood posts are anchor strapped to and supported by reinforced concrete piers on isolated footings

A

Wood posts on concrete piers

312
Q

For wood posts on concrete piers, what should be poured in between the joint for wood post to seat perfectly on concrete?

A

Grout

313
Q

Column designed to support concentrated load; member in form of a thickened section which forms an integral part of a wall

A

Pier

314
Q

Individual spread footing supporting a freestanding column or pier

A

Isolated footing

315
Q

Joint made by lapping one piece over the other and nailing them together; not very strong

A

Lap joint/ Plain joint

316
Q

Joint made by placing full thickness of wood directly against the second piece; toe-nailed

A

Butt or Square joint (End joint)

317
Q

Joint made when two pieces do not meet at right angles; one piece is cut at an angle to fit the other and the two pieces nailed securely together

A

Oblique joint

318
Q

Joint by which ends of two pieces of timber are united to form a continuous piece; mating surface may be beveled, chamfered, notched etc. before bolting, gluing, welding etc.

A

Scarf joint

319
Q

Joint used for building wooden framework where great strength and rigidity are important; made by cutting a hole in one piece and a tongue in the second piece to fit the hole in the other

A

Mortise and Tenon Joint

320
Q

Joint made by cutting half the thickness of the wood from each piece at the ends to be joined so as to bring the sides flush; purpose is to maintain a level surface at the joint

A

Halved joint

321
Q

Joint made by cutting a shoulder or edge from one piece to receive the other piece; usually used on window or door frames or in shelf or drawers

A

Rabbet joint

322
Q

Similar in shape and purpose to rabbet joint; groove is made in one piece at right angles to the grain

A

Dado joint

323
Q

Joint between two pieces which come together at a corner; finish joint and should not be used where strength is an important requirement; made by cutting two ends at angles complementary to each other, usually 45 degrees and then butting them together

A

Miter joint

324
Q

Joint used for cabinet work and furniture work; strong and durable; made by cutting a pin in the shape of a dovetail in one piece to fit a groove similarly shaped in other piece

A

Dovetail joint

325
Q

Used when fitting one piece of molding at right angles to the second piece

A

Coped joint

326
Q

Short flat piece of lumber which is boiled, nailed or screwed to two butting pieces to splice them together

A

Scab

327
Q

A wood or metal piece used to fasten together the ends of two members with nails or bolts

A

Fishplate

328
Q

Type of half-lapped scarf joint; may be reinforced with a fishplate esp. used to resist tension

A

Square splice

329
Q

Used to connect pieces of timber in such a way that the joint will be as strong as a single timber of equivalent size

A

Splice

330
Q

Two pieces of timber are squared at their ends; two short wood pieces are fastened on either side of the pieces to be joined

A

Scabbed or Fished splice

331
Q

Spliced made by cutting half the thickness of each piece to required length and putting halved sections together; better for direct compression

A

Halved splice

332
Q

Splice for bending

A

Scarfed splice

333
Q

Metal devices used to provide added strength at bolted joints

A

Timber connector

334
Q

Ring-shaped metal insert insert placed in pre-cut circular grooves and held by bolts; used as timber connector; used for heavy construction

A

Split-ring connector

335
Q

Used in between two timber frames for comparatively light construction; toothed and corrugated

A

Toothed plates and toothed rings

336
Q

One side is clawed and other smooth; used either singly, in timber to metal connections or in pairs in timber to timber connections; female plate is adaptable for use when the connector must lie flush with the timber surface

A

Claw Plate

337
Q

Special round plate, inserted in face of timber used to develop shear resistance in a wood-to-metal or wood-to-wood joint; to provide greater load-carrying capacity in shear

A

Shear Plates

338
Q

Steel structural framing where each pair of external columns support a long-spanning beam or girders; suitable for long, narrow buildings especially when column free space is desired

A

One-way beam system

339
Q

Steel structural framing which is a two-layer system where beams frame into girders, increases floor depth and provides more space for mechanical system; steel girders span the short axis of building

A

Two-way beam system

340
Q

Steel structural framing used when a large column-free space is required where long-spanning plate girders or trusses can be used to carry the primary beam, which support a layer of secondary beams

A

Three-way beam system

341
Q

Top covering of a building; provides protection from the weather; “oldest component of buildings”

A

Roof

342
Q

Horizontal line of intersection at the top between two sloping planes of roof

A

Ridge

343
Q

Inclined projecting angle formed by the junction of two adjacent sloping sides of a roof

A

Hip

344
Q

Intersection of two inclined roof surfaces toward which rainwater flows

A

Valley

345
Q

Triangular portion of wall enclosing end of a pitched roof from ridge to eaves

A

Gable

346
Q

Projecting structures built out from a sloping roof and housing a vertical window or ventilating louver

A

Dormers

347
Q

Inclined usually projecting edge of a sloping roof

A

Rake

348
Q

Roof having a single slope

A

Shed

349
Q

Overhanging lower edge of roof

A

Eave

350
Q

Underside of an overhanging roof eave

A

Soffit

351
Q

Roof having a single slope on each side of a central ridge

A

Gable roof or Pitch roof

352
Q

Roof which slopes upward from all four sides

A

Hip roof or Hip and Valley roof

353
Q

Hipped roof that usually has four to six sloping surfaces terminating in a peak

A

Pyramidal roof

354
Q

Roof hipped equally n all sides

A

Pavilion roof

355
Q

Roof which has two pitches on each side

A

Gambrel roof

356
Q

What is the term for Gambrel roof in Great Britain?

A

Mansard roof

357
Q

Other term for Gambrel roof

A

Curb roof

358
Q

Development of a shed roof made into a series of lean-to roofs; commonly used in factories where extra light is required through the clerestories

A

Saw tooth roof

359
Q

Two shed roof where the slopes meet at the center of the building

A

Butterfly roof

360
Q

Gable roof with partial hips at the end of the ridges

A

Hipped gable

361
Q

Other term for Hipped gable

A

Jerkinhead roof

362
Q

Semi-cylindrical roof covering a space similar to barrel vault

A

Barrel roof

363
Q

Two-sided pitched roof curving gradually down from the ridge in the form of a gothic arch

A

Rainbow roof

364
Q

Other term for rainbow roof

A

Whaleback roof

365
Q

Hemispherical form of roof usually found in observatories

A

Dome

366
Q

Steep roof of circular section that tapers uniformly from the circular base to a central point

A

Conical roof or Spire

367
Q

Raised construction straddling the ridge of a roof, having windows or louvers for lighting or ventilating a building

A

Monitor

368
Q

Framing for roofs can be done either by using 2 methods. What are they?

A

Rafters

Trusses

369
Q

Roof framing similar to floor joist framing; not very suitable in large roof areas especially in the PH

A

Rafter framing

370
Q

Main rafters which extend from a wall plate to a ridge board or ridge beam and support the sheathing and covering of a roof

A

Common rafters

371
Q

Unite two opposing rafters at a point below the ridge usually in the upper third of the rafter length

A

Collar ties

372
Q

Non-structural horizontal member to which the upper ends of the rafters are aligned and fastened

A

Ridge board

373
Q

Structural horizontal member supporting the upper ends of rafters at the ridge of a roof

A

Ridge beam

374
Q

Form the junction of the sloping sides of a hip roof

A

Hip rafter

375
Q

Any rafter that is shorter than the full length of the roof slope

A

Jack rafter

376
Q

Jack rafter extending from a wall plate to a hip rafter

A

Hip jack rafter

377
Q

Extend from a valley rafter to a ridge

A

Valley jack

378
Q

Connect the ridge to the wall plate along a valley

A

Valley rafter

379
Q

Structural frame based on the geometric rigidity of the triangle and composed of linear members subject only to axial tension or compression

A

Truss framing

380
Q

Principal member of a truss which extends from one end to the other; primarily to resist bending

A

Chord

381
Q

In a truss, any member which joins the top and bottom chords

A

Web

382
Q

Vertical member extending from the apex of inclined rafters to the tie beam between the rafters at their lower ends

A

King post

383
Q

King post having shoulders or notches at its lower end to support the feet of struts

A

Joggle post

384
Q

Horizontal member that ties together and stiffens two opposite common rafters, usually at a point about halfway up the rafters

A

Collar beam

385
Q

Structural support for a roof formed by two inclined rafters joined at the apex; a horizontal tie beam

A

King-post truss

386
Q

Roof truss having two vertical posts between the rafters and the tie beam; upper ends connected by a straining piece such as tie rod or cable

A

Queen-post truss

387
Q

Truss having upper and lower horizontal members, between which are vertical and diagonal members

A

Howe truss

388
Q

Symmetrical truss esp. used in supporting large sloping roofs; in the form of 3 isosceles triangles

A

Flink truss, Belgian truss, French truss

389
Q

Truss used to support a pitched roof , the ties cross each other and are connected to the opposite rafters at an intermediate point along their length

A

Scissors truss

390
Q

Any of various upright construction presenting a continuous surface and serving to enclose, divide or protect an area

A

Wall

391
Q

Wall that supports a floor or roof above

A

Load-bearing wall

392
Q

Wall that supports only its own weight

A

Non-load bearing wall

393
Q

Walls that form part of the envelope with one side exposed to the weather or eaRth

A

Exterior/ external wall

394
Q

Any wall within the building

A

Interior wall/ partitions

395
Q

An upright post or support esp. one of a series of vertical structural members which act as the supporting elements in a wall or partition

A

Stud

396
Q

Uppermost horizontal member of a partition; top plate of a partition on which joists rests

A

Partition cap, head, plate

397
Q

Horizontal timber which serves as base for the studs in a stud partition

A

Soleplate

398
Q

A structural element that is shorter than usual, as a stud above a door opening or below the window sill

A

Cripple

399
Q

Lumber less than 2” (50 mm) thick; between 4” (100 mm) to 12” (300 mm) in width

A

Wood boards

400
Q

Wood siding commonly used as exterior covering on a building of frame construction; applied horizontally and overlapped, with the grain running lengthwise; thicker along the lower edge

A

Bevel siding

401
Q

Other term for bevel siding

A

Clapboard or Lap siding

402
Q

Bevel siding rabbeted along the lower edge to receive the upper edge of the board below it

A

Dolly varden siding

403
Q

Wood sheathing whose edges are rabbeted to make an overlapping joint

A

Shiplap siding

404
Q

Joints are tongued and grooved or rabbeted and overlapped; aka drop siding or novelty siding

A

Rustic siding

405
Q

Boards that interlap or interlock and have flush, V-groove or beaded joints

A

Matched boards

406
Q

Cut so that a tongue along one edge fits into a groove cut along the edge of the adjacent piece

A

Tongue and groove siding/ board

407
Q

Other term for tongue and groove boards

A

Dressed and matched boards

408
Q

Any saw cut or cut in wood whose rabbeted joint is v-shaped

A

V-cut siding

409
Q

Scalloped wood sheathing with the convex forms visible

A

Corrugated siding

410
Q

Boards used with other boards and battens to protect and enhance vertical joints and form board-and-board or board-and-batten patterns

A

Square-edge boards

411
Q

Narrow battens or wood strips attached to joints of T&G sheathing

A

Board and batten or Batten siding

412
Q

Lumber less than 4” (100 mm) wide

A

Wood strips

413
Q

Board emphasized, battens at back

A

Batten and board

414
Q

Panels made of wood but do not appear in their natural state

A

Wood manufactured boards

415
Q

Made of an odd number of veneer sheets glued together with the grains running at right angles to each other

A

Plywood

416
Q

Stud spacing for 10 mm plywood

A

16”/ 405 mm

417
Q

Stud spacing for 12 mm plywood

A

24”/ 610 mm

418
Q

Type of plywood used for form lumber

A

Soft plywood

419
Q

Type of plywood used for paneling and finishing work where usually one face is hard-finished

A

Hardwood plywood

420
Q

Type of plywood used for exterior where waterproof glue is used

A

Marine plywood or Exterior grade plywood

421
Q

Made from wood chips which are exploded into fibers under a stream of high pressure; lining in the wood itself binds pressed wood together with no fillers or artificial adhesives applied

A

Hardboard and/or Plyboard

422
Q

Made by bonding together wood particles with an adhesive under heat and pressure; forms by rigid board with relatively smooth surface, faced with veneer

A

Chipboard

423
Q

Made from vegetable fibers pressed into sheets; not very strong but has good insulating properties; ceiling finish only

A

Fiberboard

424
Q

Non-combustible board with a gypsum core enclosed in tough, smooth paper; extensively used in dry wall construction

A

Gypsum board

425
Q

2 Brand names for gypsum

A

Boral, Elephant

426
Q

Composed of 72% portland cement, 20% mineralized cellulose fibers derived from recycled materials and 8% calcium carbonate

A

Fiber-cement boards

427
Q

Manufactured from wood chips, curls, fibers, flakes, strands, shaving and slivers, bound together and pressed into sheets, molded and shaped; equal strength in all directions

A

Particle board

428
Q

Framed the same way as wood wall stud system but uses light gauge steel suds

A

Light Gauge Steel Wall System

429
Q

Consist of modular building blocks bonded together with mortar to form walls that are durable, fire-resistant and structurally efficient in compression

A

Masonry walls

430
Q

3 types of masonry wall construction

A

Solid wall
Cavity wall
Veneered wall

431
Q

Aka plain masonry walls; incorporate horizontal joint reinforcement and metal wall ties to bond wythes of a solid or cavity walls

A

Unreinforced masonry wall

432
Q

Utilize reinforcing bars embedded in grout filled joints and cavities to aid the masonry in resisting stresses

A

Reinforced masonry wall

433
Q

Horizontal surfaces on which stones or bricks of walls lie in courses

A

Bed

434
Q

Continuous layer of bricks, stones or other masonry units

A

Course

435
Q

Each continuous, vertical section of the wall, one masonry unit thick

A

Wythe or Tier

436
Q

Connection between masonry units

A

Bond

437
Q

Brick or block masonry laid lengthwise of a wall; length in the direction of the face of a wall

A

Stretcher

438
Q

Brick or block masonry extending over the thickness of the wall

A

Header

439
Q

Course of headers

A

Heading course

440
Q

Unit laid on its end with its face perpendicular to the face of the wall

A

Soldier

441
Q

Corner stones at the angles of buildings

A

Quoins

442
Q

Stones running through the thickness of the wall at right angles to its face in order to bind it together

A

Bond stones

443
Q

Course of stones placed on top of cornice crowning the walls

A

Blocking or Blocking Course

444
Q

Two most common types of masonry units

A

Bricks

Concrete blocks

445
Q

Structural units of clay or shale formed while plastic and subsequently fired

A

Bricks

446
Q

Standard size of brick

A

3 3/4” x 2 1/4” x 8”

447
Q

Brick used for all purposes; including facing

A

Common or Building brick

448
Q

Brick specially processed; used for exposed masonry surfaces

A

Facing brick

449
Q

Brick with smooth outer surface with a dull satin or high gloss finish; load bearing, fire resisting and impervious; usually formed with vertical hollow cores through the body with scoring on the back

A

Glazed brick

450
Q

Brick ordinarily made from a mixture of flint clay and plastic clay; used for the lining of furnaces, fireplaces and chimneys

A

Fire brick

451
Q

Other term for fire brick

A

Refractory brick

452
Q

Simplest brick bond pattern

A

Running bond

453
Q

Similar to running bond except for a header course at every 5th, 6th or 7th course

A

Common bond

454
Q

Brick bond pattern where units do not overlap and where longitudinal reinforcement is required

A

Stack bond

455
Q

Brick bond pattern where each course consists of alternating headers and stretchers

A

Flemish bond

456
Q

Brick bond pattern where every sixth course is composed of Flemish headers

A

Common bond

457
Q

Brick pattern consisting of alternating stretcher and header courses

A

English bond

458
Q

Mortar joints between brick courses are usually from __ mm to __ mm

A
4.5 mm (3/16")
12 mm (1/2")
459
Q

Also called cement block; hollow or solid concrete masonry unit consisting of Portland cement, suitable aggregates combined with water

A

Concrete Hollow Block (CHB)

460
Q

Standard CHB thickness

A

100mm (4”)
150mm (6”)
200mm (8”)

461
Q

Standard CHB height

A

200mm (8”)

462
Q

Standard CHB length

A

400mm (16”)

463
Q

CHB of ___ thickness should be used only for interior partition walls where weather-tightness is required

A

4” or 100mm

464
Q

Reinforcement for 100mm (4”) and 150mm (6”) thick wall

A
  • 10mm dia. vertical bars at 600mm on centers

- 10mm horizontal bars every third course

465
Q

Strip of reinforced concrete wider than the wall which distributes the load to the soil

A

Wall footing or strip footing

466
Q

A steel reinforcing bar for use in reinforced concrete with the end bent into a hook to provide anchorage; used in joint with the wall footing

A

Hook or hooked bar

467
Q

Short, reinforcing bars of steel which extend approximately equally into two abutting pieces of concrete; used in joint with columns or beams

A

Dowel-bar reinforcement

468
Q

CHB partition walls are ideally supported against lateral movements vertically by ____________

A

Stiffener columns

469
Q

CHB partition walls are ideally supported against lateral movements horizontally by ____________

A

Stiffener beams

470
Q

In low cost construction, stiffener columns may be substituted for a ____________.

A

grouted cell

471
Q

In low cost construction, stiffener beams may be substituted for a ____________.

A

bond beams

472
Q

Horizontal structural member over an opening which carries the weight of the wall above it

A

Lintel

473
Q

Have single core with an open end usually placed with an open end upright

A

Lintel blocks or U-blocks

474
Q

Plastic mixture of cement or lime or a combination of both, with sand and water used as a bonding agent in masonry construction

A

Mortar

475
Q

Made by mixing Portland cement, sand and water

A

Cement mortar

476
Q

Mixture of lime, sand and water that is rarely used because of slow rate of hardening and low compressive strength

A

Lime mortar

477
Q

Cement mortar to which lime is added to increase its plasticity and water retention

A

Cement-lime mortar

478
Q

Proprietary mix of Portland cement and other ingredients, as hydrated lime, plasticizers, air-entraining agents, and gypsum requiring only the addition of sand and water to make cement mortar

A

Masonry cement

479
Q

High strength mortar recommended for use in reinforced masonry below grade or in contact with the earth as foundation and retaining walls; compressive strength is 2500 psi

A

Type M

480
Q

Medium-high strength mortar recommended for use in masonry where bond and lateral strength are more important than compressive strength; 1800 psi

A

Type S

481
Q

Medium-high strength mortar for general use in exposed masonry above grade where high compressive and lateral strength are not required; 750 psi

A

Type N

482
Q

Low-strength mortar for use in interior nn-load bearing walls and partitions

A

Type O

483
Q

Very low-strength mortar for use only in interior non-load bearing walls where permitted by the building code

A

Type K

484
Q

Exterior non-load bearing walls whose outer surface may or may not form the exterior facing of the building and whose interior surface may or may not form the interior finish

A

Panel walls

485
Q

Exterior non-load bearing walls whose outer surface may form exterior building face or it may be used back of panel curtain wall as back-up

A

Masonry panel wall

486
Q

Natural or artificial stone slabs which are anchored to the building structure by masonry anchors

A

Stone masonry panels

487
Q

Ordinary reinforced or pre-stressed concrete wall units

A

Pre-cast masonry panel wall units

488
Q

Exterior non-load bearing wall made up of panels attached directly to the building structure with an adjustable attachment mounted on supports which in turn are attached to the building structure by adjustable attachments

A

Panel curtain walls

489
Q

Transparent glass and frame incorporated in panel curtain wall

A

Window type panel

490
Q

Panel made up of one material

A

Skin type panel

491
Q

Panel made up of assembly of several materials

A

Sandwich type panel

492
Q

Sandwich panel with top and bottom edges closed

A

Open sandwich type

493
Q

Sandwich panel in which all edges of panel are closed except for weep holes and vents

A

Closed sandwich type

494
Q

Preassembly of several panels of any type

A

Wall units

495
Q

Type of panel curtain wall which refers to the method of installation where the mullions and horizontal rails are installed first before installation of the window and wall panels

A

Stick type

496
Q

Galvanized iron roofing may either be ______ or __________

A

plain

corrugated

497
Q

What gauge is most commonly used for roofing?

A

Gauge 26

498
Q

Thicknesses of galvanized roofing is measured in terms of what?

A

Gauge

499
Q

Range of roofing gauge

A

Gauge 14 to Gauge 30

500
Q

Plain G.I. sheet commercial size

A

0.90m x 2.40m

501
Q

Tile roofing consisting of clay or concrete units that overlap or interlock

A

Clay/ cement tile roofing

502
Q

Plain/flat tile size

A

265mm x 165mm

503
Q

How many plain tiles are required per square meter?

A

60

504
Q

Type of plain tile which overlap the next tile in the same course but which fit together without interlocking bars simply by overlapping

A

Overlapping

505
Q

Plain tiles with fully interlocking bars

A

Interlocking/ single-lapped/ single lap tiles

506
Q

Most commonly associated with historic clay roofing tiles in convex or rounded shapes, often grouped together

A

Pan tiles

507
Q

S-shape tiles where one interlocks with the other

A

Spanish or S-tile

508
Q

Tiles where one half cylinder overlaps another inverted half cylinder to form a cover and pan arrangements

A

Barrel or Mission tile

509
Q

Formed and site cast in the same manner as concrete floor systems; normally covered with a type of membrane roofing for insulation and waterproofing

A

Reinforced concrete roof slabs (roof decks)

510
Q

Term when mortar or concrete does not permit passage or flow of water

A

Impermeable

511
Q

Materials that may be employed as surface coatings for waterproofing

A

Alum and soap mixture applied in alternate mixtures known as the Sylvester process

512
Q

Waterproofing achieved by mixing foreign substances with the concrete

A

Integral Waterproofing Compound

513
Q

Method done by surrounding the concrete with layers of waterproofing materials

A

Membrane waterproofing

514
Q

Applying by brush or low-pressure spray, a clear silicon water repellent or sealant to porous surface material to prevent weathering or growth of algae or moss

A

Water repelling or water sealing

515
Q

Method of installing thermal barriers in surfaces of structures to keep the heat or cold away from interior surfaces

A

Thermal Insulation

516
Q

Treating the soil surrounding the structure in touch with the ground with a chemical

A

Soil poisoning

517
Q

Example is boliden salts; Wolman preservative or Solignum preservative of Matimco

A

Factory pressure-applied wood preservative

518
Q

Application of chemical liquid on the wood surface to protect it against pest intrusion

A

Site-applied wood preservative

519
Q

Installing a shield of non-corroding metal or inorganic material to prevent passage of termites

A

Termite shields

520
Q

Method of protecting rooms against the intrusion of rats and other small destructive animals

A

Rat proofing

521
Q

Application of cover materials to structural steel components or systems to provide increased fire resistance

A

Fire proofing or Sprayed fireproofing

522
Q

Filipino invented, non-asbestos fiber mix on non-organic binder

A

Flameshield fireproofing

523
Q

Gypsum-based cementitious spray applied fireproofing product from Grace Construction Products

A

Monokote MK-6

524
Q

Method of protecting finish floor surfaces from wear and tear or from chemical abrasions due to heavy use

A

Floor protection

525
Q

Method of protecting steel and other ferrous materials from corrosion

A

Rust proofing

526
Q

Method of removing old paint

A

Descalers, paint and chemical strippers

527
Q

Flexible, fibrous thermal insulation of glass, mineral wool, fiberglass or rock wool; commonly used as insulation between studs or joints and as acoustical material or as component of sound-insulating construction

A

Batt Installation

528
Q

Type of batt insulation from fibrous materials made into batt or boards

A

Blanket insulation

529
Q

A preformed, nonstructural insulating board of foamed plastic or cellular glass

A

Rigid board insulation/ Block or Rigid slab insulation

530
Q

Extruded polysterene board manufactured by DOW Chemicals for inaccessible roof decks

A

Styrofoam Roofmate SL

531
Q

Fibrous type and granular type

A

Loose Fill

532
Q

A polyurethane product made by combining polyisocyanate and a polyester resin

A

Foamed-in Insulation

533
Q

Used for accessible concrete roof decks; machines are used for blowing insulations into place

A

Sprayed-on insulation

534
Q

Insulation with reflective surface such as foil to reflect radiant heat

A

Reflective Insulation

535
Q

A black substance in solid, semi-solid or liquid states at normal temperatures; composed of mixed indeterminate hydrocarbons, sealant used for sealing built-up roofing and joints and cracks of concrete pavement

A

Bituminous cement

536
Q

Hinged, sliding or folding barrier of wood, metal or glass for opening and closing an entrance

A

Door

537
Q

Steel doors are fabricated from Ga. ___ plain steel sheet

A

18

538
Q

Have face sheets of 16 to 22 gauge steel bonded to a steel channel frame and reinforced with channels, a kraft honeycomb structure or a rigid plastic foam core

A

Hollow metal doors

539
Q

Maximum door size of steel fire doors

A

4’ x 10’ (1220 mm x 3050 mm)

540
Q

Metal doorframe designed to be installed during the construction of a masonry stud wall

A

Flush frame

541
Q

Knockdown frame having a double-return backbend for installation after a drywall partition is finished

A

Drywall frame

542
Q

Metal doorframe completely filled with plaster or mortar for structural rigidity and increased fire resistance

A

Grouted frame

543
Q

Metal doorframe prepared to receive a pair of single acting doors that swing in opposite directions

A

Double egress frame

544
Q

Opening in the wall of a building for admitting light and air, usually fitted with a frame in which area set operable sashes containing panes of glass

A

Windows

545
Q

One of the divisions of a window or door consisting of a single unit of glass set in a frame

A

Pane

546
Q

A pane of glass filling a window sash

A

Windowpane

547
Q

A rabetted member for holding the edges of windowpanes within a sash

A

Muntin

548
Q

Other terms for muntin

A

Glazing bar or sash bar

549
Q

Vertical member between lights of a window

A

Mullion

550
Q

Medium for admitting light, as one compartment of a window or window sash

A

Light or day

551
Q

Refers to the fixed or movable framework of a window in which panes of glass are set

A

Sash

552
Q

Horizontal members framing a window sash

A

Rails

553
Q

Upright members framing a window sash or paneled door

A

Stiles

554
Q

Window sash opening on hinges generally attached to upright side of its frame

A

Casement

555
Q

Pair of casements with rabbeted meeting stiles, hung in a frame having no mullion

A

Folding casement

556
Q

Stile of window frame from which a casement is hung

A

Hanging stile

557
Q

One of the abutting stiles in a pair of casements

A

Meeting stile

558
Q

Window with two vertically sliding sashes, each in separate grooves or tracks and closing different parts of window

A

Double-hung window

559
Q

Vertically sliding window sash balanced by a counterweight or a pretensioned spring on each side so that it can be raised or lowered with relatively little effort

A

Hung sash or balanced sash

560
Q

Rail of each sash in a double-hung window that meets are the rail of the other when the window is closed

A

Meeting rail

561
Q

Window having one or more sashes swinging outward on hinges generally attached to top of the frame

A

Awning window

562
Q

Casement or awning window in which inner end of the sash slides along a track or the sill or jamb as the sash swings outward

A

Projected window

563
Q

Window having one or more sashes swinging inward on hinges generally attached on the bottom

A

Hopper window

564
Q

Window light hinged on the bottom and swinging inward

A

Hopper light or hospital light

565
Q

One of the triangular draft barriers on each side of hopper light

A

Hopper

566
Q

Hard, brittle, chemically inert substance produced by fusing silica together with a flux and a stabilizer into a mass that cools to a rigid condition without crystallization

A

Glass

567
Q

Fabricated by drawing molten glass from a furnace or forming a cylinder, dividing it lengthwise and flattening it

A

Sheet glass

568
Q

Formed by rolling molten glass into a plate that is subsequently ground and polished after cooling

A

Plate glass

569
Q

Formed by pouring molten glass onto a surface of molten tin and allowing it to cool slowly

A

Float glass

570
Q

Recycled broken or waste glass used in glassmaking

A

Cullet

571
Q

Type of glass according to properties that is cooled slowly to relieve internal stresses

A

Annealed glass

572
Q

Annealed glass that is partially tempered by a process of reheating and sudden cooling

A

Heat-strengthened glass

573
Q

Annealed glass that is reheated to just below the softening point then rapidly cooled; cannot be altered after fabrication

A

Tempered glass

574
Q

Consists of two or more plies of flat glass bonded under heat and pressure to inter layers of polyvinyl butyral resin

A

Laminated or safety glass

575
Q

Flat or patterned glass having square or diamond wire mesh embedded within it to prevent shattering

A

Wired glass

576
Q

Linear or geometric surface pattern formed in the rolling process to obscure vision or to diffuse light

A

Patterned glass

577
Q

Type of glass according to properties that has one or both sides acid-etched or sandblasted to obscure vision

A

Obscure glass

578
Q

Opaque glass for concealing the structural elements in curtain wall construction produced by fusing a ceramic frit to the interior surface of tempered or heat strengthened glass

A

Spandrel glass

579
Q

Glass with two or more sheets of glass separated by a hermetically sealed air space to provide thermal insulation and restrict condensation

A

Insulating glass

580
Q

Has a chemical admixture to absorb a portion of radiant heat and visible light that strike it

A

Tinted or heat-absorbing glass

581
Q

Gives glass a pale blue-green tint

A

Iron oxide

582
Q

Gives glass a grayish tint

A

Cobalt oxide and nickel

583
Q

Gives glass a bronze tint

A

Selenium

584
Q

Has a thin, translucent metallic coating to reflect a portion of the light and radiant heat that strike it

A

Reflective glass

585
Q

Glass that transmits visible light while selectively reflecting the longer wavelengths of radiant heat produced by depositing a low-e coating

A

Low-emissivity (low-e) glass

586
Q

Changes color properties when sunlight (photon) hits the surface of glass

A

Photochromic

587
Q

Glass changes its color when the surface reaches the prescribed temperature

A

Thermochromic

588
Q

Color of glass is regulated by a DC power applied to the electrochromic layer sandwiched between two panes of glass

A

Electrochromic

589
Q

Panes or sheets of glass or other transparent material made to be set in frames as in windows, doors or mirrors; process or stage of installing glass into a building

A

Glazing

590
Q

Setting glass pane in a rabbeted frame and sealing it with a beveled bead of putty

A

Face Glazing

591
Q

Compound of whiting and linseed oil, of dough-like consistency when fresh, used in securing windowpanes or patching woodwork defects

A

Putty

592
Q

Installation of two parallel panes of glass with a sealed air space between to reduce transmission of heat and sound

A

Double glazing

593
Q

Setting of glass in a window frame with glazing tape or a liquid sealant

A

Wet glazing

594
Q

Adhesive liquid of synthetic rubber injected between glass pane or unit and a glazing bead, curing to form an airtight seal

A

Heal bead

595
Q

Preformed ribbon of synthetic rubber having adhesive properties and used in glazing to form a watertight seal between glass and frame

A

Glazing tape

596
Q

Adhesive liquid of synthetic rubber injected into the joint between a glass pane or unit and a window frame, curing to form a watertight seal

A

Cap sealant/ cap bead

597
Q

Wood molding or metal section secured against edge of a glass pane or unit to hold it in place

A

Glazing bead/ glazing stop

598
Q

Setting of glass in a window frame with a compression gasket

A

Dry glazing

599
Q

Preformed strip of synthetic rubber or plastic compressed between a glass pane or unit and a window frame to form a watertight seal and cushion for glass

A

Compression gasket

600
Q

Preformed gasket of synthetic rubber for securing a glass pane or unit in a window

A

Lockstrip gasket

601
Q

Glazing system in which the glass panes or units are supported at the head and sill

A

Butt-joint glazing

602
Q

Glazing system in which the framing members are set entirely behind the glass

A

Flush glazing

603
Q

High-strength silicone sealant capable of adhering glass to a supporting frame

A

Structural sealant

604
Q

Glazing system in which sheets of tempered glass are suspended from special clamps, stabilized by perpendicular stiffeners of tempered glass and joined by a structural silicone sealant and sometimes by metal patch plates

A

Glass mullion system

605
Q

Metal tools, fastening and fittings used in construction

A

Hardware

606
Q

Bolts, screws, nails and other metal fittings that are concealed in a finished construction

A

Rough hardware

607
Q

Exposed hardware serving as decorative and utilitarian purpose

A

Finish hardware