BUILDING TECHNOLOGY 2 March 2017
Fire Fighting Requirement and the UBBL & Door & Window Schedules and Natural Light & Ventilation Schedules Ar. Zahari Zubir 2017
Fire Fighting Requirement and the UBBL: 1. Introduction to Uniform Building By-law 2. Basic Concepts of Fire Safety and Protection 3. Basic Fire-fighting Designs: According to the Uniform Building By-laws 1984 Ar. Zahari Zubir 2017
1. Introduction to Uniform Building By-law Ar. Zahari Zubir 2017
History and Background Prior to the gazette of Act 133 - The Street, Drainage & Building Act, 1974, architects and engineers, had to study and implement the varying requirements of the many local authorities. The following is the timeline of efforts to resolve the confusions and frustrations of having too many local by-laws and regulations on buildings:
1963 FMSA, the Federation of Malaya Society of Architects, the predecessor of the Pertubuhan Akitek Malaysia (PAM), initiated the setting up of a Uniform Building Legislation Committee to push for a nationwide uniform building by-laws
Early 1970’s The committee did not make much progress. However, much later, when a number of building-related catastrophe such as the collapse of flats and uncontrolled major fire occurred in Kuala Lumpur, the Ministry of Housing and Local Government instructed a review of the various building and planning legislations in respond to these catastrophe. Ar. Zahari Zubir 2017
History and Background (cont.) 1973 A draft uniform building by-laws was issued, with further amendments in 1974. The Building By-Laws, which was the pre-cursor to the Uniform Building ByLaws, 1984, was based on the existing Kuala Lumpur and Singapore legislations and recommendations from the Building Research Station, UK. The By-Laws were compiled under the provisions under Section 113 - By-laws - in the Street, Drainage & Building Act, 1974
1976 A Uniform Building Regulations Standing Committee [UBRSC], comprising public and private sectors, made a review of the Kuala Lumpur Municipal (Building) (Amendments) By-Laws, 1975 and it was adopted as the model for the draft Uniform Building Regulations. From this effort, the Ministry of Housing and Local Government issued the draft as the Uniform Building By-Law, 1976
1978 Amendments included updates on fire requirements on buildings
September 12, 1985 Finally it was gazetted by the Gazette Notification No. 5170/85 Ar. Zahari Zubir 2017
Objectives
•
Set a standardized building regulations for the whole of Malaysia and applicable to all Local Authorities and building professionals
•
Clarify line of legal responsibilities for buildings with clear definitions on the Principal Submitting Persons
•
Regulate architectural, structural, health & safety, fire protection capabilities and constructional requirements of buildings; with clear references to the approved standards
•
Expedite the processing and building approvals and occupation of buildings
Ar. Zahari Zubir 2017
Advantages of having a uniform by-laws
•
Intended to establish uniformity of standards and control throughout Malaysia
•
Intended to regulate the design and construction and the provision of services, fittings to ensure health, safety, welfare, convenience and to encourage conservation and preventing waste
•
Intended to safe cost and expedite the process of development
•
Provided comprehensive section on fire precaution and safety
•
Specifies the eligibility of the submitting person and their responsibilities
•
Emphasise the use of Malaysian Standards
Ar. Zahari Zubir 2017
Disadvantages of having a uniform by-laws
•
Malaysia in not entirely urbanised, the disparity of the degree of urbanisation is great. Adversely affects the smaller towns as they are not as wealthy and sophisticated.
•
Building is not exact science, it evolves. There will be new designs, materials and techniques.
•
Different in opinions in interpretations.
Ar. Zahari Zubir 2017
Sections of the UBBL: Parts PART
TITLE
BY-LAW
DESCRIPTION
I
Preliminary
1-2
Definitions and interpretations used in the by-laws
II
Submission Of Plans For Approval
3-29
The procedures for submitting plans to the Local Authorities for their approval for permanent and temporary buildings, advertisement and perimeter hoardings
III
Space, Light And Ventilation
30-47
The required space [dimensions], light and ventilation to be provided In buildings
IV
Temporary Works In Connection 48-52 With Building Operation
V
Structural Requirement
53-80
Structural requirements and considerations e.g. dead, superimposed and dynamic loads and, structural materials and elements
VI
Constructional Requirements
81-132
Constructional requirements e.g. site preparation, constructional materials, method of construction and, architectural and related Structural and M&E requirements
VII
Fire Requirements
133-224
Passive fire protection requirements
VIII
Fire Alarms, Fire Detection, Fire Extinguishment and Fire Fighting Access
225-253
Active fire protection requirements
IX
Miscellaneous
254-258
Miscellaneous definitions and references and, the procedures on reporting on building failures
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The required temporary works during construction
Sections of UBBL: Schedules SCHEDULE
TITLE
REMARK
First
Submission Fees
-
Second
Standard Forms
-
Third
Ventilation Requirements
M&E considerations
Fourth
Weight Of Materials
Structural considerations
Fifth
Designation Of Purpose Group
For building types
Sixth
Limits Of Unprotected Areas
Architectural considerations for privacy and fire safety
Seventh
Travel Distance, Occupancy Loads And Exits
Architectural and structural considerations
Eighth
Class Of Materials
Spread of flame
Ninth
Limit Of Compartment And Fire Resistant Of Material
Architectural and structural considerations
Tenth
Active Fire Fighting Requirements
M&E considerations
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Amendments Required: General
•
Corrects grammatical and typographical errors
•
Eliminate weakness and loopholes within the by-laws
•
Eliminate ambiguous statements and discrepancies
•
Comply with local terminology or Malaysian Standards (MS)
•
Convert to metric units
•
Simplify definitions
•
Simplify submission forms
Ar. Zahari Zubir 2017
Amendments Required: Technical
•
Take into account modern technology such new building materials, construction methods and building standards
•
Remove obsolete and impractical requirements
•
Add new by-laws such as for atriums, high-rise buildings, additional fire – fighting requirements etc.
•
Provision for disabled persons
•
Provisions for energy efficiency and ‘green’ building needs
•
Provisions for lightning protection
•
Provisions for building services
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2. Basic Concepts of Fire Safety and Protection
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Basic Concepts of Fire Safety and Protection Life safety is the ultimate in building design Covered specifically in PART VII and VIII in the UBBL. Achieved by minimum fire protection on several aspects: • means of escape for occupants • control of spread of fire within the building and from one building to another • means of detection and extinguishment of fire
Active and passive fire protection Active: Manual or automatic fire protection systems such as: fire alarm, detectors (heat & smoke), rising mains, hose reels, fire telephones, CO2 fixed installation, sprinklers, smoke spill system etc. Passive: A planning matter and must be considered at planning stage in the building design in terms of mitigation of fire hazard and fire risk. Basic precautions include selection of fire resisting material, subdivision of building into compartments both vertically and horizontally to contain the outbreak of fire and spread of smoke, heat and toxic fume Ar. Zahari Zubir 2017
Basic Concepts of Fire Safety and Protection (cont.) Fire science Fire is a chemical reaction known as combustion. Factors needed to start a fire: fuel, oxygen, heat and chemical reaction. It can easily be extinguished by removing one of the factors in inhibiting the chemical chain reaction of the combustion process. E.g. remove heat by pouring water on the fire or removing fuel or cutting off oxygen by using fire blanket or foam. Fire protection in building Total fire safety must include structural integrity during fire. Structural failure when occupants are still in building is catastrophic. UBBL requires all building to have minimum structural integrity based on building usage. 3 criteria of fire resistance: Insulation: ability of an element of construction to resist or inhibit the heat Integrity: ability of an element of construction to maintain its shape and structural properties and at the same time preventing the passage of flames and hot gases Stability: ability of an element of construction to maintain overall structural integrity Ar. Zahari Zubir 2017
Good building design (fire safety measures) 1. Provide adequate fire appliances access, fire hydrants and other facilities to assist fire and rescue personnel 2. Provide adequate fixed installation for quick and effective detection and extinguishment of fire 3. Designing and providing adequate and safe escape routes for occupants 4. Selecting materials for construction which will not promote the rapid spread of fire or generate dangerous smoke and gasses 5. Subdividing buildings compartments of reasonable sizes by means of fire resisting walls and floors, providing fire stops or sealant to protect openings between floors and compartments 6. Designing and constructing building exterior so that fire is unlikely to spread to it from another burning building
Ar. Zahari Zubir 2017
3. Basic Fire-fighting Designs: According to the Uniform Building By-laws 1984
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The Architect as a Submitting Person
Submitting Person: a qualified person who submits plans to the relevant authority for approval (UBBL 2) Qualified Person: any architect, registered building draughtsman or engineer (UBBL 2) Architect: any person who is registered as an architect under any law relating to the registration of architects and who under that law is allowed to practise or carry on business as an architect (UBBL 2)
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The Architect as a Submitting Person (cont.) Form A: Certification of Building/Structural Plans “I certify that the details in the plans namely ..........................................for …………………………………..are in accordance with the requirements of the Uniform Building By-laws 1984 and I accept full responsibility accordingly” (UBBL 3[1]c and 16[2]) Failure to Buildings “Notwithstanding that any plan, drawing or calculation has been approved by the local authority, the responsibility for the failure of any building or part of a building shall prima facie lie with the person who submitted such plan, drawing or calculation” (UBBL 258[5])
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Basic terminologies Fire resisting period (FRP): the period for which an element will meet the requirement in respect of transmission of heat or resistance to collapse with passage of flame, expressed in hour e.g. one half hour, one hour, two hours etc. Protected staircase: a staircase separated from the building it serves by partitions having FRP of not less than half hour and which has all openings in such partitions fitted with fixed lights and self-closing doors each having an FRP of not less than half hour Protected corridor: a corridor separated from the building it serves by partitions having FRP of not less than half hour and which has all openings in such partitions fitted with fixed lights and self-closing doors each having an FRP of not less than half hour
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Basic terminologies (cont.) Travel distance: the distance required to be traversed from any point in a storey of a building to either(a) the fire-resisting door in the staircase enclosure; or (b) if there is no such door, the first stair tread of the staircase Dead-end: an area from which escape is possible in one direction only and in an open plan includes any point from which the direct routes to alternative exits subtends an angle of less than 45 degrees Storey exit: a fire rated door to a protected staircase or a protected corridor Exit route: a route by which persons in any storey of a building may reach a place of safety outside the building Final exit: a point of discharge for the escape route from a building providing direct access to the street
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SEVENTH SCHEDULE: Maximum Travel Distance By-laws 165(4),166(2), 167(1) and 170(b)
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SEVENTH SCHEDULE Maximum Travel Distance (cont.) Example: Shop 1. Dead-end Limit - 15 m 2. Max. travel distance when alternative exits are available: • Unsprinkled- 30 m • Sprinkled- 45 m
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Travel distance measurement (UBBL 165[1])
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Travel distance within rooms with less than 6 occupants (UBBL 165[3])
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Travel distance from rooms exceeding 6 person occupancy
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Dead-end travel distance
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Exit and travel distance for “open concept�
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Dimension of Risers and Treads Treads 255mm min
Riser 180mm max
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Example of bad staircase design
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Example of acceptable staircase design
Recommended staircase design
Other important points: • Number of treads/risers shall not exceed 16 in a single flight (UBBL 108[1]) • Treads shall not be less than 255mm, risers not more than 180mm (UBBL 106[1]) • Width of step to be calculated (UBBL 168) • Depth of landing shall not be less than width (UBBL 106[3]) • Minimum headroom not less than 2 metres measured vertically from any point over the full width of the stairs • Width shall not be reduced along its path to final exit (UBBL 169) • Tread and risers dimension must be constant within a staircase • Every upper floor shall have at least two staircases (UBBL 168) Ar. Zahari Zubir 2017
TENTH SCHEDULE: Table Requirement for Fire Extinguishment, Alarm System and Emergency Lighting By-laws 225(1) and 237(1)
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TENTH SCHEDULE (cont.)
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TENTH SCHEDULE (cont.)
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TENTH SCHEDULE (cont.)
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TENTH SCHEDULE: Notes Note 2: Types of fixed extinguishing system A - Automatic sprinklers B - Water spray system C - High expansion foam system D – Carbon dioxide system E – Halogenated extinguishing system F – Other automatic extinguishing system G – Hose reel H – Hydrant system Note 3: Types of fire alarm 1. Automatic fire detection system 2. Manual electrical fire alarm system 3. Signal indicator alarm system 4. Manual alarm system
Note 4: Types of emergency illumination (a) Signal point system (b) Central battery (c) Generators Ar. Zahari Zubir 2017
TENTH SCHEDULE: Example
Example: 3 Storey Shop, 1000-3000 sq.m. 1. Extinguishing system (Note 2): G- Hose Reel 2. Fire Alarm system (Note 3): 1 & 2- Automatic fire detection system & Manual electrical fire alarm system 3. Emergency Lighting (Note 4): a- Signal point system
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Basic Active Fire-Fighting Installation Guide Alarm Bell : grouped together with Manual Break Glass and Dry Powder Portable Extinguishers. Located at visible location, usually near exit routes and staircases.
Manual Break Glass: grouped together with Alarm Bell
Dry Powder Fire Extinguishers: intended for use by occupants, located at about 15 metres apart, positioned along exit routes besides exit doors and staircase doors. This type is also for store rooms. Carbon Dioxide Fire Extinguishers: should be installed in all electrical rooms, fire pump rooms and lift motor rooms Fire doors: fire staircase, protected corridors, stores, protected lobbies etc. Ar. Zahari Zubir 2017
Basic Active Fire-Fighting Installation Guide Smoke Detectors: lift lobbies, sleeping accommodations, M&E rooms ‘Keluar’ Signs: at all exit doors, along corridors, turns until reaching safe zones Emergency Lights: at all habitable spaces, corridors and staircases Hose Reels: intended for use by occupants, 30 metres apart or 800sq.m. of usable floor area, located in prominent positions at each floor, along escape routes or besides exit doors or staircases Fire Hydrants: intended for firemen, located at roadside, 90 metres apart Ar. Zahari Zubir 2017
Bomba Submission drawings: Sample Legend 1
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Bomba Submission drawings: Sample Legend 2
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Now let’s take a look at samples of actual Bomba Submission drawings…..
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Door & Window Schedules and Natural Light & Ventilation Schedules
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1. Door Schedule
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Door Types
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Door Design: Material
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Door Schedule: Sample
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Door Schedule: Detail Information and Specs.
DESCRIPTION PRESSURED LAMINATED DOOR C/W IRONMONGRIES AND ACCESSORIES TO Manufacturer's Details
TYPE
DOOR LEAF SIZE
D-1
900mm X 2100mm
LOCATION
Offices (4)
4 Sets
Ground Floor
Conference Rooms (2), Offices (4)
6 Sets
First Floor
Conference Rooms (2), Offices (4)
6 Sets
Second Floor
-
-
TOTAL
-
14 SETS
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2. Window Schedule
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Windows: Types and Designs
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Windows: Opening Indicators
Pointing towards the direction of panel swing or slide
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Window Schedule: Sample
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Window Schedule: Detail Information and Specs. DESCRIPTION POWDER COATED ALUMINUM FRAME 6mm THK TINTED GLASS To Manufacturers’ Details
TYPE
WINDOW SIZE
W-1
2400mm X 1100mm
LOCATION
Offices (4)
4 Sets
Ground Floor
Offices (4)
4 Sets
First Floor
Offices (4)
4Sets
Second Floor
-
-
TOTAL
-
12 SETS
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Door and Window Legend: Sample
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3. Natural Light & Ventilation Schedule
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Natural Light and Natural Ventilation Requirement: UBBL 39
“Every room designed, adapted or used for residential, business or other purpose…… shall be provided with natural lighting and natural ventilation by means of one or more windows having a total area of not less than 10% of clear floor area of such room and shall have openings capable of allowing a free uninterrupted passage of air of not less than 5% of such floor area.” Ar. Zahari Zubir 2017
(UBBL 39[1])
Natural Light and Natural Ventilation Requirement: UBBL 39 TABLE FOR NATURAL LIGHTING AND NATURAL VENTILATION CALCULATION Natural Lighting No
Room/ Space
Floor Area (sq.m.)
Required: 10% of Floor Area (sq.m.)
Natural Ventilation
Provided Action sq.m.
%
Required: 10% of Floor Area (sq.m.)
Provided Action sq.m.
%
1 2 3
Note: Under the ‘Action’ column, indicate the remedy in order to comply (if doesn’t comply) as below: AL – using Artificial Lighting MV- using Mechanical Ventilation Ar. Zahari Zubir 2017
Natural Light and Natural Ventilation Requirement: UBBL 39
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Thank you for your attention!
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LECTURE 3: Fire Fighting Requirements and the UBBL by Ar. Cheryl Ngiam Taylor’s School of Architecture, Building, Design
Ar. Zahari Zubir Apr 2014
Ar. Zahari Zubir Apr 2014
Prior to the gazette of Act 133 - The Street, Drainage & Building Act, 1974, architects and engineers, had to study and implement the varying requirements of the many local authorities. The following is the timeline of efforts to resolve the confusions and frustrations of having too many local by-laws and regulations on buildings:
1963 FMSA, the Federation of Malaya Society of Architects, the predecessor of the Pertubuhan Akitek Malaysia (PAM), initiated the setting up of a Uniform Building Legislation Committee to push for a nationwide uniform building by-laws Early 1970’s The committee did not make much progress. However, much later, when a number of building-related catastrophe such as the collapse of flats and uncontrolled major fire occurred in Kuala Lumpur, the Ministry of Housing and Local Government instructed a review of the various building and planning legislations in respond to these catastrophe. Ar. Zahari Zubir Apr 2014
1973 A draft uniform building by-laws was issued, with further amendments in 1974. The Building By-Laws, which was the pre-cursor to the Uniform Building By-Laws, 1984, was based on the existing Kuala Lumpur and Singapore legislations and recommendations from the Building Research Station, UK. The By-Laws were compiled under the provisions under Section 113 - By-laws - in the Street, Drainage & Building Act, 1974 1976 A Uniform Building Regulations Standing Committee [UBRSC], comprising public and private sectors, made a review of the Kuala Lumpur Municipal (Building) (Amendments) By-Laws, 1975 and it was adopted as the model for the draft Uniform Building Regulations. From this effort, the Ministry of Housing and Local Government issued the draft as the Uniform Building ByLaw, 1976 1978 Amendments included updates on fire requirements on buildings September 12, 1985 Finally it was gazzetted by the Gazette Notification No. 5170/85 Ar. Zahari Zubir Apr 2014
•
Set a standardized building regulations for the whole of Malaysia and applicable to all Local Authorities and building professionals
•
Clarify line of legal responsibilities for buildings with clear definitions on the Principal Submitting Persons
•
Regulate architectural, structural, health & safety, fire protection capabilities and constructional requirements of buildings; with clear references to the approved standards
•
Expedite the processing and building approvals and occupation of buildings
Ar. Zahari Zubir Apr 2014
•
Intended to establish uniformity of standards and control throughout Malaysia
•
Intended to regulate the design and construction and the provision of services, fittings to ensure health, safety, welfare, convenience and to encourage conservation and preventing waste
•
Intended to safe cost and expedite the process of development
•
Provided comprehensive section on fire precaution and safety
•
Specifies the eligibility of the submitting person and their responsibilities
•
Emphasise the use of Malaysian Standards
Ar. Zahari Zubir Apr 2014
•
Malaysia in not entirely urbanised, the disparity of the degree of urbanisation is great. Adversely affects the smaller towns as they are not as wealthy and sophisticated.
•
Building is not exact science, it evolves. There will be new designs, materials and techniques.
•
Different in opinions in interpretations.
Ar. Zahari Zubir Apr 2014
•PART I - Definitions and interpretations used in the by-laws [By-Laws 1 - 2] •PART II - The procedures for submitting plans to the Local Authorities for their approval for permanent and temporary buildings, advertisement and perimeter hoardings [By-Laws 3 - 29] •PART III - The required space [dimensions], light and ventilation to be provided in buildings [By-Laws 30 - 47] •PART IV - The required temporary works during construction [By-Laws 48 - 52] •PART V - Structural requirements and considerations e.g. dead, superimposed and dynamic loads and, structural materials and elements [By-Laws 53 - 80] •PART VI - Constructional requirements e.g. site preparation, constructional materials, method of construction and, architectural and related Structural and M&E requirements [By-Laws 81 - 132] •PART VII - Passive fire protection requirements [By-Laws 133 - 224] •PART VIII -Active fire protection requirements [By-Laws 225 - 253] •PART IX - Miscellaneous definitions and references and, the procedures on reporting on building failures [By-Laws 254 - 258] Ar. Zahari Zubir Apr 2014
•First Schedule
- Submission fees
•Second Schedule - Standard forms •Third Schedule
- Ventilation requirements [M&E considerations]
•Fourth Schedule
- Weight of materials [structural considerations]
•Fifth Schedule
- Designation of purpose group [for building types]
•Sixth Schedule
- Limits of unprotected areas [architectural considerations for privacy and fire safety]
•Seventh Schedule - Travel distance, occupancy loads and exits [architectural and structural considerations] •Eighth Schedule
- Class of materials [spread of flame]
•Ninth Schedule
- Limit of compartment and fire resistant of material [architectural and structural considerations]
•Tenth Schedule
- Active fire fighting requirements [M&E considerations]
Ar. Zahari Zubir Apr 2014
•
Corrects grammatical and typographical errors
•
Eliminate weakness and loopholes within the by-laws
•
Eliminate ambiguous statements and discrepancies
•
Comply with local terminology or Malaysian Standards
•
Convert to metric units
•
Simplify definitions
•
Simplify submission forms
Ar. Zahari Zubir Apr 2014
•
Take into account modern technology such new building materials, construction methods and building standards
•
Remove obsolete and impractical requirements
•
Add new by-laws such as for atriums, high-rise buildings, additional fire – fighting requirements etc.
•
Provision for disabled persons
•
Provisions for energy efficiency and ‘green’ building needs
•
Provisions for lightning protection
•
Provisions for building services
Ar. Zahari Zubir Apr 2014
BASIC FIRE-FIGHTING DESIGNS According to the Uniform Building By-laws 1984
Ar. Zahari Zubir Apr 2014
The Architect as a Submitting Person Submitting Person: a qualified person who submits plans to the relevant authority for approval Qualified Person: any architect, registered building draughtsman or engineer Architect: any person who is registered as an architect under any law relating to the registration of architects and who under that law is allowed to practise or carry on business as an architect Form A: Certification of Building/Structural Plans “I certify that the details in the plans namely (fill in the project title) for (fill in client’s name) are in accordance with the requirements of the Uniform Building By-laws 1984 and I accept full responsibility accordingly” By-law 258 (5) “Notwithstanding that any plan, drawing or calculation has been approved by the local authority, the responsibility for the failure of any building or part of a building shall prima facie lie with the person who submitted such plan, drawing or calculation” Ar. Zahari Zubir Apr 2014
Basic Concepts Life safety is the ultimate in building design Covered specifically in PART 7 and 8 in the UBBL. Achieved by minimum fire protection on several aspects: • means of escape for occupants • control of spread of fire within the building and from one building to another • means of detection and extinguishment of fire Active and passive fire protection Active: Manual or automatic fire protection systems such as: fire alarm, detectors (heat & smoke), rising mains, hose reels, fire telephones, CO2 fixed installation, sprinklers, smoke spill system etc. Passive: A planning matter and must be considered at planning stage in the building design in terms of mitigation of fire hazard and fire risk. Basic precautions include selection of fire resisting material, subdivision of building into compartments both vertically and horizontally to contain the outbreak of fire and spread of smoke, heat and toxic fume Ar. Zahari Zubir Apr 2014
Basic Concepts (cont.) Fire science Fire is a chemical reaction known as combustion. Factors needed to start a fire: fuel, oxygen, heat and chemical reaction. It can easily be extinguished by removing one of the factors in inhibiting the chemical chain reaction of the combustion process. E.g. remove heat by pouring water on the fire or removing fuel or cutting off oxygen by using fire blanket or foam. Fire protection in building Total fire safety must include structural integrity during fire. Structural failure when occupants are still in building is catastrophic. UBBL requires all building to have minimum structural integrity based on building usage. 3 criteria of fire resistance: Insulation: ability of an element of construction to resist or inhibit the heat Integrity: ability of an element of construction to maintain its shape and structural properties and at the same time preventing the passage of flames and hot gases Stability: ability of an element of construction to maintain overall structural integrity Ar. Zahari Zubir Apr 2014
Basic Concepts (cont.) Good building design (fire safety measures) • Provide adequate fire appliances access, fire hydrants and other facilities to assist fire and rescue personnel • Provide adequate fixed installation for quick and effective detection and extinguishment of fire • Designing and providing adequate and safe escape routes for occupants • Selecting materials for construction which will not promote the rapid spread of fire or generate dangerous smoke and gasses • Subdividing buildings compartments of reasonable sizes by means of fire resisting walls and floors, providing fire stops or sealant to protect openings between floors and compartments • Designing and constructing building exterior so that fire is unlikely to spread to it from another burning building
Ar. Zahari Zubir Apr 2014
Basic terminologies Fire resisting period (FRP): the period for which an element will meet the requirement in respect of transmission of heat or resistance to collapse with passage of flame, expressed in hour e.g. one half hour, one hour, two hours etc. Protected staircase: a staircase separated from the building it serves by partitions having FRP of not less than half hour and which has all openings in such partitions fitted with fixed lights and self-closing doors each having an FRP of not less than half hour Protected corridor: a corridor separated from the building it serves by partitions having FRP of not less than half hour and which has all openings in such partitions fitted with fixed lights and self-closing doors each having an FRP of not less than half hour
Ar. Zahari Zubir Apr 2014
Basic terminologies (cont.) Travel distance: the distance required to be traversed from any point in a storey of a building to either(a) the fire-resisting door in the staircase enclosure; or (b) if there is no such door, the first stair tread of the staircase Dead-end: an area from which escape is possible in one direction only and in an open plan includes any point from which the direct routes to alternative exits subtends an angle of less than 45 degrees Storey exit: a fire rated door to a protected staircase or a protected corridor
Exit route: a route by which persons in any storey of a building may reach a place of safety outside the building Final exit: a point of discharge for the escape route from a building providing direct access to the street Ar. Zahari Zubir Apr 2014
SEVENTH SCHEDULE: Maximum Travel Distance By-laws 165(4),166(2), 167(1) and 170(b)
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SEVENTH SCHEDULE Maximum Travel Distance (cont.)
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Travel distance
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Travel distance over steps
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Travel distance within rooms with less than 6 occupants
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Travel distance from rooms exceeding 6 person occupancy
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Dead-end travel distance
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Dead-end travel distance
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Dead-end travel distance over stepped area
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Exit and travel distance for “open concept�
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Measurements of travel distance to exits
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Dimension of Risers and Treads Riser 180mm max
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Treads 255mm min
Example of bad staircase design
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Example of acceptable staircase design
Recommended staircase design
Other watch points: • Number of treads/risers shall not exceed 16 in a single flight (BL 108[1]) • Treads shall not be less than 255mm, risers not more than 180mm (BL 106[1]) • Width of step to be calculated according to BL 168 • Depth of landing shall not be less than width (BL 106[3]) • Minimum headroom not less than 2 metres measured vertically from any point over the full width of the stairs • Width shall not be reduced along its path to final exit (BL 169) • Tread and risers dimension must be constant within a staircase • Every upper floor shall have at least two staircases (BL 168) Ar. Zahari Zubir Apr 2014
TENTH SCHEDULE: Table Requirement for Fire Extinguishment, Alarm System and Emergency Lighting By-laws 225(1) and 237(1)
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TENTH SCHEDULE (cont.)
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TENTH SCHEDULE (cont.)
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TENTH SCHEDULE (cont.)
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Notes for TENTH SCHEDULE Note 2: Types of fixed extinguishing system A - Automatic sprinklers B - Water spray system C - High expansion foam system D – Carbon dioxide system E – Halogenated extinguishing system F – Other automatic extinguishing system G – Hose reel H – Hydrant system Note 3: Types of fire alarm 1. Automatic fire detection system 2. Manual electrical fire alarm system 3. Signal indicator alarm system 4. Manual alarm system
Note 4: Types of emergency illumination (a) Signal point system (b) Central battery (c) Generators Ar. Zahari Zubir Apr 2014
Legend: Bomba Submission drawings
Ar. Zahari Zubir Apr 2014
Basic Active Fire-Fighting Installation Guide Alarm Bell : grouped together with Manual Break Glass and Dry Powder Portable Extinguishers. Located at visible location, usually near exit routes and staircases. Manual Break Glass: grouped together with Alarm Bell Dry Powder Fire Extinguishers: intended for use by occupants, located at about 15 metres apart, positioned along exit routes besides exit doors and staircase doors. This type is also for store rooms. Carbon Dioxide Fire Extinguishers: should be installed in all electrical rooms, fire pump rooms and lift motor rooms
Ar. Zahari Zubir Apr 2014
Fire doors: fire staircase, protected corridors, stores, protected lobbies etc.
Basic Active Fire-Fighting Installation Guide Smoke Detectors: lift lobbies, sleeping accommodations, M&E rooms ‘Keluar’ Signs: at all exit doors, along corridors, turns until reaching safe zones Emergency Lights: at all habitable spaces, corridors and staircases
Hose Reels: intended for use by occupants, 30 metres apart or 800sq.m. of usable floor area, located in prominent positions at each floor, along escape routes or besides exit doors or staircases Fire Hydrants: intended for firemen, located at roadside, 90 metres apart Ar. Zahari Zubir Apr 2014
Now let’s take a look at samples of actual Bomba Submission drawings…..
Ar. Zahari Zubir Apr 2014
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
FIRE FIGHTING DRAWING GENERAL NOTES 1. This drawing is copyright and is the property of ANW Architects Sdn. Bhd. No part or whole drawings shall be copied/reproduced without permission. 2. Contractors must check all dimension on sites. Only figure dimensions are to be worked on. 3. All discrepancies must be reported immediately to the architect before proceeding.
1
2
3
4
5
6
7
8
9
10
11
LEGENDS
FINISHING LAYER, FLOOR AREA AND FINISH FLOOR LEVEL CEILING FIN. CODE WALL FIN. CODE FLOOR FIN. CODE SKIRTING FIN. CODE VENTILATION ROOM HEIGHT FLOOR AREA
37500 2940
4560
3000
3000
3000
5000
5000
5000
1800
FFL
4200
FINISHING CODES
1710
2850
1870
2695
1505
CEILING FINISHES
A
P1 1.10
FPC
FIBROUS PLASTER CEILING BOARD ON CONCEALED FRAMING WITH CORNICE
MF
MINERAL FIBRE BOARD ON SUSPENDED METAL TEE
WALL FINISHES AR
1500
H W 02
3675
4800
G
W 02
W 02
W 02
W 02
W 02
D 02
D 02
D 02
D 02
D 02
D 02
50 dp
50 dp
50 dp
50 dp
50 dp
50 dp
FPC CT HT2 HT2 NV 3500mm 13.77 sqm
W 01
W 01
1125
MALE TOILET RISER : 173.2mm TREAD : 280mm STEPS : 28
2700
AR CR NV 4850mm 18.70 sqm
15
12
16
11
17
10
18
9
19
8
20
7
21
6
22
1700 25000
2800
4500
B
AR CR MV 4850mm 18.51 sqm
FFL = + 0.150
UP
LENGTH : 600mm HEIGHT : 50mm RATIO : 1:12
5
23
4
24
3
25
2
26
1
27
UP
DISABLED TOILET
FPC CT HT2 HT2 NV 3500mm 6.55 sqm
100 up
FFL = + 0.750 AR NV 4850mm 34.67 sqm
AR CR NV 4850mm 69.44 sqm
FFL = + 0.000 150 dp
LIFT CORE
FFL = + 0.650
COURTYARD
FRD 01
ELEC. ROOM
23
19 18
1
17
2
16
3
15
4
14
5
13
6
12
7
11
8
10
AR CR MV 4850mm 14.47 sqm
FIRE STAIRCASE 2
LENGTH : 6000mm HEIGHT : 500mm RATIO : 1:12
UP
150 dp
150 dp
180MM THK. CLAYBRICKS PARTY WALL WITH 25MM THK. CEMENT PLASTERING ON BOTH SIDES
W 01
CORRIDOR D 04
W 06
50 up
MF EP HW CA NV 3500mm 11.77 sqm
28
FIRE STAIRCASE 1
150 dp
LEVEL ABOVE LINE
RISER : 173.2mm TREAD : 280mm STEPS : 28
LANDSCAPE
ADMIN. OFFICE
15
FRW 01
150 dp
FRD 02
P1 1.10
LAND OWNER
(LOT 13, 14, 15, 16, 17, 18 & 19 JALAN GEREJA, 50100 KUALA LUMPUR, FEDERAL TERRITORY OF KUALA LUMPUR)
HT2
HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (200MM X 200MM)
DATO' LIM YEE ZHING
HT3
HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (300MM X 300MM)
(NRIC 830205-14-5550)
HT6
HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (600MM X 600MM)
HW
HARDWOOD SKIRTING
DRY POWDER EXTINGUISHER signature :
HOSE REEL
ARCHITECT
WET RISER
14
11
R30000
10
100MM THK. BRICKWALL WITH 25MM THK. CEMENT SAND PLASTER ON BOTH SIDES
D 05
12
W 07
HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (600MM X 600MM)
FIRE ALARM & BREAK GLASS
D 05
13 150 dp
HT6
FIRE FIGHTING LEGEND
FFL = + 0.150
FOOD PREP. 1
16 17 18 19 20 21 22 23 24 25 26 27 28
HT3
HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (300MM X 300MM)
PROPOSED DESIGN OF LOT 13, 14, 15, 16, 17, 18 & 19 INTO 4-STOREY FOOD MARKET AT JALAN GEREJA, 50100 KUALA LUMPUR, FEDERAL TERRITORY OF KUALA LUMPUR.
FIRE FIGHTING SCHEDULES
B
MF HC HT3 HT3 NV 3500mm 12.81 sqm
RC STAIRCASE TO ENGR'S DETAIL WITH 1000MM HIGHT x 50MM WIDTH M.S. HANDRAIL WELDED ONTO CAST-IN-SITU 40MM x 6MM THK. M.S. PLATE BUSTER AND TO BE PAINT FINISH
150 dp
FFL = + 0.000
FFL = + 0.200
D
AR NV 16.74 sqm
CEMENT RENDER HOMOGENEOUS TILES WITH EPOXY GROUT FOR JOINTS (200MM X 200MM)
SKIRTING FINISHES
FFL = + 0.150
LOADING BAY
FFL = + 0.100
CARPET
CR HT2
RC LIFT CORE TO ENGR'S DETAIL
9
Level 5.09 Block E, No. 1 Jalan Taylor's, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Tel : +603-2282 5550 Fax : +603-2282 5551 Website : www.anwglobal.com Email : info@anwglobal.net
EMERGENCY LIGHT
9 8
4500
WISMA ALLIANZ
6 5 4
SMOKE DETECTOR
FFL = + 0.150
3 2
FOOD PREP. 2
1
UP
MF HC HT6 HT6 NV 4500mm 153.40 sqm
C
RC COLUMN TO ENGR'S DETAIL
FRD 02
FFL = + 0.150
LEMBAGA ARKITEK MALAYSIA
MALAYA NAM ANN LOW CLANSMEN ASSOCIATION
FOOD HALL
4000
"KELUAR" SIGN
MF HC HT3 HT3 NV 3500mm 12.81 sqm
7
signature :
Ar. PUNG JIA CHYI JANET
Professional Architect M. Arch (UCLA, USA) APAM LAM Reg. No. A/P 38 NRIC 780220-01-5088
150 up
B
150 up
"Saya memperakui bahawa detail-detail dalam pelan-pelan ini adalah menurut kehendak-kehendak Undang-undang Bangunan Seragam (Wilayah Perselutuan Kuala Lumpur) 1954 dan saya setuju terima tanggungjawab penuh dengan sewajarnya."
150 up
SET BACK LINE
3000
CIVIL AND STRUCTURAL ENGINEER
DK Engineering Sdn. Bhd.
A
(921104-K)
No. 11-12, Jalan Augustine 2/5, 52200 Kuala Lumpur, Federal Territory of Kuala Lumpur, Malaysia. Tel : +603-2282 8887 Fax : +603-2282 7778 Email : info@dk-engineering.net
LOT BOUNDARY LINE
MECHANICAL AND ELECTRICAL ENGINEER
THY Expert & Co.
A
P1 1.10
(930208-K) Lot 9, Jalan Merdeka, 47100 Puchong, Selangor Darul Ehsan, Malaysia. Tel : +603-5832 1059 Fax : +603-5832 1060 Email : info@thy_expert.net QUANTITY SURVEYOR
HOO Consultancy Sdn. Bhd.
(930217-K)
No. 20, Jalan Duta Kiara, 50480 Kuala Lumpur, Federal Territory of Kuala Lumpur, Malaysia. Tel : +603-2929 1000 Fax : +603-2929 2000 Email : info@hooconsultancy.net
CALCULATION TABLE FOR NATURAL LIGHTING AND VENTILATION
GROUND FLOOR
SPACES ADMINISTRATION OFFICE
WINDOW SCHEDULES
DOOR SCHEDULES
AREA (sqm) 11.77
TYPE OF OPENINGS D 04
x1
W 06
x1
W 07
x1
LIGHTING 10% REQUIRED (sqm) PROVIDED (sqm)
LIGHTING 10% REQUIRED (sqm) PROVIDED (sqm)
1.17
14.49
0.74
5.49
DOOR LEGEND D 02
SINGLE LEAF SWING DOOR WITH 12MM THICK HIGH PRESSURE COMPACT LAMINATE PHENOLIC BOARD
WINDOW LEGEND
DOOR SIZE
LOCATION
NO.
TOTAL
1720MM X 750MM
MALE TOILET FEMALE TOILET
3 3
6 SETS
W 01
TOP HUNG GLASS WINDOW WITH OBSCURED GLASS PANEL
WINDOW SIZE
LOCATION
NO.
TOTAL
300MM X 600MM
MALE TOILET FEMALE TOILET DISABLED TOILET
3 3 1
7 SETS
34.67
W 08
x1
3.47
15.12
1.74
15.12
D 04
SINGLE LEAF SWING DOOR WITH 6MM THICK CLEAR TEMPERED GLASS
2100MM X 900MM
ADMIN. OFFICE
1
1 SET
W 02
600MM X 450MM
MALE TOILET FEMALE TOILET
1 1
2 SETS
FIRE STAIRCASE 1
18.51
FRD 02
x1
FRW 01
x1
1.85
5.10
0.93
3.00
D 05
SINGLE LEAF SWING DOOR WITH EXTERNAL COMPOSITE AND PAINTED FINISH
2100MM X 900MM
FOOD PREPARATION 1, 2
2
2 SETS
W 06
CASEMENT WINDOW WITH CLEAR TEMPERED GLASS
1500MM X 2400MM
ADMIN. OFFICE
1
1 SET
FIRE STAIRCASE 2
14.47
FRD 02
x1
FRW 01
x1
1.45
5.10
0.73
3.00
D 06
DOUBLE LEAF SWING DOOR WITH EXTERNAL COMPOSITE AND PAINTED FINISH
2100MM X 1200MM
REFUSE CHAMBER
1
1 SET
W 07
FIXED GLASS WINDOW WITH CLEAR TEMPERED GLASS
2500MM X 3600MM
ADMIN. OFFICE
1
1 SET
FOOD PREPARATION SPACE 1
12.81
D 05
x1
1.28
1.89
0.64
1.89
DOUBLE ALUMINUM LEAF SWING DOOR
2100MM X 1740MM
REFUSE CHAMBER
1
1 SET
W 08
FIXED LOUVERED WINDOW WITH TIMBER FIN
4200MM X 3600MM
COURTYARD
1
1 SET
FOOD PREPARATION SPACE 2
12.81
D 05
D 07
x1
1.28
1.89
0.64
1.89
1
1 SET
2500MM X 1200MM
FIRE STAIRCASES 1, 2
2
2 SETS
x1
0.66
4.58
0.33
4.58
FRW 01
FIXED GLASS WINDOW WITH FIRE RATED TEMPERED GLASS
6.55
D 10
DISABLED TOILET
TOILET (DISABLED)
COURTYARD
W 02
x1
D 10
SINGLE LEAF SLIDING DOOR WITH EXTERNAL COMPOSITE AND WATER PROOFING FINISH
2100MM X 1050MM
DOUBLE LEAF SWING DOOR WITH THICK LAMINATED SOLID HARDWOOD CORE AND SYNTHETIC RESIN ADHESIVE
2100MM X 1000MM
ELEC. ROOM
1
1 SET
SINGLE LEAF SWING DOOR WITH THICK LAMINATED SOLID HARDWOOD CORE AND SYNTHETIC RESIN ADHESIVE
2100MM X 1000MM
FIRE STAIRCASES 1, 2 ESCAPE CORRIDOR
2 2
4 SETS
TOILET (MALE)
13.77
D 02
x1
W 01
x3
W 02
x1
1.38
1.79
0.69
1.79
FRD 01
TOILET (FEMALE)
13.77
D 02
x1
W 01
x3
W 02
x1
1.38
1.79
0.69
1.79
FRD 02
TOP HUNG GLASS WINDOW WITH OBSCURED GLASS PANEL
DRAWING TITLE
GROUND FLOOR PLAN DRAWING NO.
2015/ANW/ARC3524/BT2/P1/3B-12 DRAWN BY
CHECKED BY
LIM YEE ZHING 0311195
Ar. PRINCE FAVIS ISIP
SCALE
DATE
1 : 100
06th MAY 2015
SHEET NO.
GFP GROUND FLOOR PLAN P1 1.3B
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
13
AR CR MV 4850mm 2.87 sqm
FFL = + 0.150
FFL = + 0.150
FOOD MARKET
CA
20
24
PLASTERED AND PAINTED WITH HYGIENE COATING
FLOOR FINISHES
RC STAIRCASE TO ENGR'S DETAIL WITH 1000MM HIGHT x 50MM WIDTH M.S. HANDRAIL WELDED ONTO CAST-IN-SITU 40MM x 6MM THK. M.S. PLATE BUSTER AND TO BE PAINT FINISH
21 22
PROJECT NAME
GLAZED CERAMIC TILES PLASTERED AND PAINTED WITH INTERNAL QUALITY EMULSION PAINT
HC
SCALE 1 : 100
3B 12 ** NOTE : ALL DRAWINGS ARE TO BE PRINTED ON A1 SIZE PAPER
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
E
P1 1.10
D 10
14
FFL = + 0.150
D 06
UP
W 08
AR CR NV 4850mm 136.58 sqm
FRD 02
FRW 01
RISER : 173.2mm TREAD : 280mm STEPS : 28
FFL = + 0.150
FEMALE TOILET
50 dp
FRD 02
REFUSE CHAMBER
AR CR NV 4850mm 4.05 sqm
FFL = + 0.100 50 dp
D 07
150 dp
LIFT CORE FPC CT HT2 HT2 NV 3500mm 13.77 sqm
FFL = + 0.100
F
R30000
PLASTERED AND PAINTED WITH ACRYLIC PAINT
CT EP
Thank you for your attention
Ar. Zahari Zubir Apr 2014
Notes: Seventh Schedule
LECTURE 4: Schedule of Doors and Windows by Ar. Cheryl Ngiam Taylor’s School of Architecture, Building, Design
According to Design, Type & Framing
Material Specifications, structure & Design
DESCRIPTION PRESSURED LAMINATED DOOR C/W IRONMONGRIES AND ACCESSORIES TO Manufacturer's Details
TYPE
DOOR LEAF SIZE
D-1
900mm X 2100mm
LOCATION
Offices (4)
4 Sets
Ground Floor
Conference Rooms (2), Offices (4)
6 Sets
First Floor
Conference Rooms (2), Offices (4)
6 Sets
Second Floor
-
-
TOTAL
-
14 SETS
Door Schedule with Specifications
Window Type & Design
DESCRIPTION POWDER COATED ALUMINUM FRAME 6mm THK TINTED GLASS To Manufacturers’ Details
TYPE
WINDOW SIZE
W-1
2400mm X 1100mm
LOCATION
Offices (4)
4 Sets
Ground Floor
Offices (4)
4 Sets
First Floor
Offices (4)
4Sets
Second Floor
-
-
TOTAL
-
12 SETS
Window Schedule with Specifications
THANK YOU
KEHENDAK-KEHANDAK JABATAN BOMBA & PENYELAMAT BAGI BANGUNAN 1-5 TINGKATKEHENDAK-KEHANDAK JABATAN BOMBA & PENYELAMAT BAGI BANGUNAN 1-5 TINGKAT Pelan Tapak 1. Adakan buah pili bomba jenis tiang pengeluaran dua hala dengan pengeluaran air sebanyak 1362 liter seminit bagi setiap pili bomba dan 2724/4086 lit/min apabila 2/3 buah pili bomba dibuka serentak (Pressurized Hydrant). Paip-paip yang digunakan untuk sistem pili bomba hendaklah dari jenis G.I. kelas `C' atau `Steel Line Cement Pipe'. `Fitting' yang digunakan untuk jenis paip-paip tersebut hendaklah dibuat daripada `Wrought Steel'. 2. Mengadakan 2 talian hos berukuran 64mm x 30m dan sebatang nozzle dari jenis `Jet & Spray' yang ditempatkan di dalam peti cabinet berhampiran dengan tiap-tiap pili bomba. 3. Adakan jalan akses perkakas bomba (access road) dengan kelebaran tidak kurang 6 meter yang boleh menanggung beban 25 tan sepertimana yang ditandakan di dalam pelan. 4. Kecerunan jalan akses perkakas bomba hendaklah tidak kurang 1:12 5. Ketinggian kelegaan hendaklah tidak kurang daripada 5 meter. 6. Jarak antara bangunan hendaklah mematuhi Jadual Ke Enam UBBL 1984. Kehendak-kehendak Am 1. Semua pendawaian elektrik bagi sistem kecemasan hendaklah di dalam konduit logam atau daripada kabel yang mempunyai penebat mineral tahan api. Pemasangannya hendaklah sepanjang kawasan yang paling kurang risiko kebakarannya dan mematuhi UUK 253, UUKBS 1984. 2. Semua elemen struktur hendaklah mempunyai tempoh ketahanan api mengikut UBBL 1984. 3. Adakan sistem pengudaraan bagi tangga keselamatan samada secara biasa atau mekanikal. 4. Semua papan tanda keselamatan kebakaran hendaklah mematuhi MS 982:1985 5. Sila kemukakan tiga (3) set buku operasi mengikut syarat-syarat Jabatan Bomba dan Penyelamat Malaysia. Kehendak-kehendak Aktif 1. Adakan unit penggera kebakaran jenis pecah kaca mengikut syarat-syarat penentuan Tatatertib Amalan Piawaian British atau mana-mana yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia. 2. Adakan suis pengasingan elektrik (electrical isolation switch) dan hendaklah tidak menjejaskan apabila ia ditutup. 3.. Adakan sistem siaraya awam (public address system) dan pemasangannya hendaklah menepati kehendak-kehendak Jabatan Bomba dan Penyelamat Malaysia. 4. Adakan sebuah pusat pemerintahan dan kawalan kebakaran di lantai tetuan (designated floor) yang dilengkapi dengan peti penggera kebakaran. 5. Adakan unit alat pemadam api yang bersesuaian menurut MS 1539:Part1:2002 sepertimana yang ditandakan di dalam pelan. 6. Ruangan lobi lif hendaklah dilindungi dibina dari bahan rintangan api dua jam dan hendaklah dilindungi dengan alat pengesan asap mengikut UBBL 1984. 7. Adakan sistem komunikasi bomba (telefon bomba). Sistem komunikasinya hendaklah tiga hala dan penempatannya didalam tangga keselamatan/lobi menentang kebakaran, bilik motor lif, bilik pam bomba dan bilik jana kuasa. 8. Adakan lampu tanda `KELUAR' kecemasan yang menggunakan dua kuasa karan sepertimana yang ditandakan di dalam pelan. Lampu-lampu tersebut tersebut hendaklah dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.
9.
Adakan lampu kecemasan yang menggunakan dua kuasa karan sepertimana yang ditandakan di dalam pelan. Lampu-lampu tersebut hendaklah dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia.
Kehendak-kehendak Pasif 1. Penggunaan siling bangunan hendaklah menepati kehendak-kehendak UBBL 1984 2. Semua tangga keselamatan hendaklah dikepong dengan tembok batu bata setebal 115mm atau tangga terbuka yang memenuhi kehendak-kehendak UBBL 1984 sepertimana yang ditandakan di dalam pelan 3. Adakan pintu rintangan api satu jam sepertimana yang ditandakan di dalam pelan. Pemasanganya hendaklah tertutup sendiri dan tertutup rapat 4. Dinding bagi setor yang disifatkan merbahaya hendaklah setebal 100mm batu bata dan pintunya dari jenis rintangan api satu jam dipasang dengan 'door-closer' 5. Semua lubang perkhidmatan (sevice shaft) hendaklah ditutup di setiap tingkat dengan bahan rintangan api dua jam 6. Semua bilik bagi penempatan pam bomba dan janakuasa hendaklah dibina dari tembok batu batayang tahan rintangan api dua jam. pintu-pintunya hendaklah dari rintangan api satu jam 7. Semua dinding pembahagi dalaman hendaklah dari jenis rintangan api 1/2 jam dan dari jenis yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia Peringatan 1. Segala syarat-syaratyang dikemukakan adalah tertakluk kepada rekabentuk dan kegunaan serta lokasi bangunan tersebut. Sekiranya sebarang perubahan yang dilakukan ke atas rekabentuk atau kegunaanya seperti yang dicatatkan di atas pelan maka hendaklah dirujuk kejabatan ini dikaji semula 2. Segala pemilihan bahan dan penggunaannya yang berkaitan dengan keselamatan kebakaran bagi projek cadangan serta sistem pencegahan kebakaran hendaklah mematuhi UBBL 1984 dan peraturan-peraturan yang diterima sahaja dan yang dibenarkan oleh Jabatan Bomba dan Penyelamat Malaysia. 3. Pengesahan pelan ini adalah tidak tertakluk kepada penyimpanan, penggunaan, pemprosesan dan penghasilan bahan berbahaya atau kimia berbahaya setelah pelan disahkan maka pelan bangunan tersebut hendaklah dirujuk kembali ke jabatan ini untuk dikaji semula 4. Pelan lukisan dan pengiraan bagi semua pemasangan tetap hendaklah dikemukakan ke Jabatan Bomba dan Penyelamat Malaysia. Jumlah pelan-pelan yang dikemukan hendaklah tidak kurang (3) perenggu 5. Mana-mana premis yang mengendalikan, memproses atau menyimpan bahan-bahan bahaya hendaklah diadakan tanda khas mengikut symbol 'Hazchem Code'. Tanda-tanda hendaklah mudah dilihat.
From design to buildability
Ar Zahari Zubir 2016
What do we mean by buildable? Legally buildable Financially feasible Technically constructible Technically sound detail and specification Structurally possible
Ar Zahari Zubir 2016
Legally buildable Comply with building by-laws and codes (with regards to physical parameters and provisions) e.g. : • Building set-back • Building height • Plot ratio • Density • Floor to floor height • Passive fire-fighting
Financially feasible Comply with economic and financial needs e.g. : • Initial cost • Maintenance cost Ar Zahari Zubir 2016
Technically constructible Comply with construction logic and practicality e.g. : • Site conditions and topography (e.g. slope, valleys, terrains) • Soil conditions • Environmental conditions (e.g. harsh weather) • Site constrains and restrictions (e.g. tight urban spaces, lack working space) • Access to construction space (e.g. tight spot, inaccessible detail and joints)
Ar Zahari Zubir 2016
Technically sound detail and specification Comply with needs and function e.g. : • Finishes (e.g. on walls, timber, metal) • Durability • Maintenance and repairs (e.g. roofing, parapet wall, railing) • Replacement • Fixing methods (e.g. ceiling, doors and window hardware, built-in furniture, decors) • Protection from rain, shine and environment
Ar Zahari Zubir 2016
Structurally possible Comply with structural requirement and engineering) e.g. : • Material used (e.g. concrete, steel, timber) • Column size and shape • Column spacing • Beam size and shape • Slab type (e.g. normal, composite) • Structure system (e.g. normal slab and beam, flat slab, wide beam) • Structural anomaly (e.g. cantilevering, transfer beam, sloping beams)
Ar Zahari Zubir 2016
Review of Basic Structure Concept and Foundation • Footing • Foundation • Ground beam and slab
• Structure concept
Ar Zahari Zubir 2016
Various shapes of concrete pile caps
Form work for pile cap
Column stump Pile cap
Piles
FOOTING AND FOUNDATION Ar Zahari Zubir 2016
Triangular pile cap
Square pile cap
Ground beam and column casted Isometric views of system
Formwork for ground beam Simple detail
Ar Zahari Zubir 2016
GROUND BEAM AND SLAB
Basic structural concept for floor slab (Load Transfer): 1. Column supports girder/beam 2. Beam support joist/secondary beams (perpendicular to beams) 3. Secondary beams supports slab (perpendicular to joists)
Floor slab Floor joist Beam
Column
Ar Zahari Zubir 2016
STUCTURAL CONCEPT (LOAD TRANSFER): COLUMN, BEAMS AND FLOOR SLAB
Review of Steel Systems • Steel column & beam with composite floor • Steel column & joist with composite floor • Steel column key pan • Detail
Ar Zahari Zubir 2016
Isometric view of system
STEEL COLUMN AND BEAMS WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
Isometric view of composite slab
Castellated steel beams
View from underside
STEEL COLUMN AND BEAMS WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
Cross section of reinforced slab
Typical view of constructed slab and beam and composite slab
STEEL COLUMN AND BEAMS WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
FLEXIBILITY OF STEEL STRUCTURES: CURVE
Ar Zahari Zubir 2016
Reinforcement mesh in place before pouring of concrete Isometric views of system
STEEL COLUMN AND JOIST WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
Isometric views of system
Integration of services pipes within joist webs
STEEL COLUMN AND JOIST WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
Floor slab Floor joist Beam Column Isometric view of system
STEEL COLUMN AND JOIST WITH COMPOSITE SLAB (DECKING + CONCRETE) Ar Zahari Zubir 2016
Joint detailing
I-beam as column
STEEL COLUMNS: SAMPLE KEY PLAN Ar Zahari Zubir 2016
Typical column base detailing
Review of Concrete Systems • One-way systems • Two-way systems • Simple two-storey • Multi-storey
Ar Zahari Zubir 2016
CONCRETE STRUCTURAL SYSTEMS: ONE-WAY AND TWO-WAY SLAB SYSTEMS Ar Zahari Zubir 2016
Plan view Perspective view
Section
CONCRETE: TWO-WAY SLAB SYSTEM Ar Zahari Zubir 2016
View of underside Plan View
Section
CONCRETE: TWO-WAY JOIST SLAB (WAFFLE SLAB) SYSTEM Ar Zahari Zubir 2016
Perspective view
pan
Steel reinforcement and formwork (pans) before pouring of concrete
CONCRETE: TWO-WAY JOIST SLAB (WAFFLE SLAB) SYSTEM Ar Zahari Zubir 2016
Exposed bare waffle slab directly used as ceiling
CONCRETE: TWO-WAY JOIST SLAB (WAFFLE SLAB) SYSTEM Ar Zahari Zubir 2016
View of underside
Perspective view
View of capital and drop panel Ar Zahari Zubir 2016
Note: No beams but slab is thicker thus heavier
CONCRETE: TWO-WAY WITH DROPPED PANEL SYSTEM
Perspective view
CONCRETE: ONE-WAY SLAB SYSTEM Ar Zahari Zubir 2016
Plan view
Perspective view
Section
CONCRETE: ONE-WAY RIBBED SLAB Ar Zahari Zubir 2016
Roof truss Roof beam Ceiling
Floor slab Beam Ceiling Column Ground floor slab Ground beam Column stump Footing
CONCRETE: SIMPLE TWO-STOREY STRUCTURE, TWO-WAY SLAB AND BEAM Ar Zahari Zubir 2016
Floor slab
Beam
CONCRETE: MULTI-STOREY Ar Zahari Zubir 2016
Note: notice there is no dropped ceiling. Aircond., fans and light fixtures most likely are surface mounted
CONCRETE: MULTI-STOREY Ar Zahari Zubir 2016
Review of column • Shapes • Spacing and position
Ar Zahari Zubir 2016
Reinforced concrete column shapes
COLUMN SHAPES
Ar Zahari Zubir 2016
Note: Steel columns and beams requires Steel column shapes Fire-Proofing, via. spray or cladding
Rough column positioning
COLUMN SPACING AND POSITION Column spacing after rationalisation Ar Zahari Zubir 2016
COLUMN SPACING AND POSITION Columns ‘disappear’ as the walls are planned to ‘merge’ with columns
Ar Zahari Zubir 2016
COLUMN SPACING AND POSITION Same layout: columns are well ‘organised’ Ar Zahari Zubir 2016
COLUMN SPACING AND POSITION Ar Zahari Zubir 2016
Similarly, columns ‘disappear’ as the walls are planned to ‘merge’ with columns
COLUMN SPACING AND POSITION Same layout: columns are well ‘organised’ Ar Zahari Zubir 2016
Example of good column and wall arrangement
COLUMN SPACING AND POSITION
Ar Zahari Zubir 2016
• Columns are well ‘organised’ • Walls either internal or external are aligned at columns so as to make the columns ‘disappear’ • No column in the middle of rooms or spaces • Staircase and lift are adjacent and within column grid
Review of structure-services integration • Concealment
• Services above ceiling • Structure-services integration
Ar Zahari Zubir 2016
Do you want your services to be fully concealed?
Do you want your services to be exposed and unfinished?
CONCEALMENT OF SERVICES Ar Zahari Zubir 2016
Do you want your services to be exposed but finished?
Fire fighting pipes
Sanitary plumbing
SERVICES ABOVE CEILING REQUIRING COVERING UP Ar Zahari Zubir 2016
Cold water pipes
Fire fighting pipes
Electrical trunking
SERVICES ABOVE CEILING REQUIRING COVERING UP Ar Zahari Zubir 2016
Air-cond. ducting
Ceiling tee installation
Note: Complicated running of air-cond. ducting services. Architects are required to coordinate the outlet as to streamline the reflected ceiling plan
SERVICES ABOVE CEILING REQUIRING COVERING UP Ar Zahari Zubir 2016
Plaster ceiling installation
Beam
SERVICES ABOVE CEILING REQUIRING COVERING UP Ar Zahari Zubir 2016
SERVICES COVERED UP: PLASTER CEILING COMPLETED Ar Zahari Zubir 2016
Ceiling/room height
Services space
INTEGRATION OF STRUCTURAL SYSTEM AND M&E SERVICES Ar Zahari Zubir 2016
Floor to floor height
Structure
INTEGRATION OF STRUCTURAL SYSTEM AND M&E SERVICES
SERVICES FROM CEILING Floor to floor height Ceiling height
Ar Zahari Zubir 2016
Floor slab Ceiling board Column
INTEGRATION OF STRUCTURAL SYSTEM AND M&E SERVICES
SERVICES FROM FLOOR AND CEILING
Ceiling height Floor to floor height
Ar Zahari Zubir 2016
Air-cond. from floor
Column Ceiling board (services from ceiling: light, sprinkler, water) Raised floor (services from floor: air.cond. electricity, telephone) Floor slab
Review of roof • Roof form • Truss
• Portal frame • Space frame
• Tiled roofing • Metal deck roofing
Ar Zahari Zubir 2016
BASIC ROOF FORMS Ar Zahari Zubir 2016
Ar Zahari Zubir 2016
TRUSS FORMS
TRUSS NOMENCLATURE Ar Zahari Zubir 2016
Truss on column
Portal frame
PORTAL FRAME Ar Zahari Zubir 2016
Large column– free spaces: warehouse, sports facility
PORTAL FRAME USAGE Ar Zahari Zubir 2016
Perspective view of system
Typical detail of rod
Typical detail of one unit of Space Frame
SPACE FRAME Ar Zahari Zubir 2016
Space frame as large span roof
Curved application
Space frame used as open porch
Space frame as grandstand roof
Space frame as large span roof for interior spaces
Note: Suitable for roof as it can cater only self weight SPACE FRAMES Ar Zahari Zubir 2016
Battens Rafter or truss Roof tile Fascia board
Ar Zahari Zubir 2016
Note: Suitable for smaller roof and at lower level as to be appreciated. Has different type of substructure compared to metal deck roof
TILED ROOF
Different profiles Versatile in terms of shape forming Types of metal available: • Galvanise steel • Zinc-aluminium • Copper • Tin • Lead • Aluminium • Stainless steel
Ar Zahari Zubir 2016
Note: Suitable for larger span roof. Has different type of sub-structure compared to tiled roof
Different colours
METAL DECK ROOF
Other issues • Cantilever • Staircase
• Transfer beam • Skylight
Ar Zahari Zubir 2016
Note: For short span only as it presents a lot of stress to the connecting beam/structure
Concrete cantilever for balconies Concrete cantilever
Steel cantilever
CANTILEVERING Ar Zahari Zubir 2016
Note: Staircases preferably to be attached to column or within the structure grid for ease of construction
POSITIONING STAIRCASES WITHIN THE STRUCTURAL COMPONENT Ar Zahari Zubir 2016
Note: Transfer beams are not advisable as it requires the deepening of the support beam.
TRANSFER BEAM Ar Zahari Zubir 2016
Kerb
Note: Can take many form, different types of glazing. To provide sufficient kerb to prevent leaking
SKYLIGHT/ATRIUM Ar Zahari Zubir 2016
Conclusion • Structural concept • Foundation
• Steel or concrete • Column sizes
• Column spacing and position • Integration of structure – M&E services • Roofing system Ar Zahari Zubir 2016
Note: Understand the • Foundation • Footing • Ground floor slab • Column Ar Zahari Zubir 2016
BUILDING SECTION: LOWER TO GROUND LEVEL
Note: Understand the • Column • Beam • Slab • Services • Ceiling • Ceiling height • Floor to floor height Ar Zahari Zubir 2016
BUILDING SECTION: INTERMEDIATE LEVELS
Note: Understand the • Roof system • Truss • Roof slab • Services Ar Zahari Zubir 2016
BUILDING SECTION: UPPER AND ROOF LEVELS
BUILDING SECTION : OVERALL Ar Zahari Zubir 2016
COMPLETED BUILDING
Ar Zahari Zubir 2016
Thank you
Ar Zahari Zubir 2016
Architectural Drawing CONVENTION
Architectural Drawing CONVENTION Building Technology 2 Prince Favis Isip
What do you mean by Drawing Convention for Architects?
It is the universal language which architects uses to communicate design with fellow architects and its allied professionals.
1.0 INTRODUCTION
CONTENTS
SIGNIFICANCE, IMPORTANCE & CONSIDERATIONS FOR DRAWING CONVENTIONS FOR ARCHITECTS
“ARCHITECTS IS A PROFESSIONAL THAT DRAW BUILDINGS” AS EASY AS IT MAY SOUND FOR CLIENTS
THE ROLE OF ARCHITECT IS NOT AS EASY AS WHAT THEY ALWAYS THINK. AS AN ARCHITECT WE ARE EXPECTED TO COME UP WITH THE MOST CREATIVE DESIGN, BUT AT THE SAME TIME THE MOST CORRECT AND WELL STUDIED PLAN AND DESIGN
THESE SET OF IDEAS ARE SHOWN IN THE FORM OF DRAWINGS. THESE SET OF DRAWINGS ARE : AS ACCURATE OR PRECISE,;AS COMPREHENSIVE OR COMPLETE AND AS UPDATED OR RELEVANT AS IT CAN BE.
A SET OF DRAWINGS THAT MAY HAVE ALL ITS COMPLEXITIES , ARE TO BE SIMPLIFIED TO BE UNDERSTOOD BY ALL, INCLUDING LAYMAN WORKERS & CLIENTS).
ARCHITECTURAL DRAWINGS ARE DRAWN IN THE MOST ACCURATE & COMPREHENSIVE MANNER.
READING A PLAN IS LIKE READING A NEWSPAPER, IT SHOULD BE FULL WITH INFORMATIONS. DRAWINGS THAT ARE CONVEYED IN A WELL ORGANIZED, COORDINATED , CLEAR AND EFFECTIVE MANNER.
DRAWINGS SHOULD USE THE MOST APPROPRIATE SCALE.
DRAWING COMPONENT SHOULD BE PRECISELY COORDINATED.
DRAWINGS SHOULD BE COMPLETELY LABELLED, NO ROOM FOR GUESSING AND ERRORS.
ALL DRAWINGS SHOULD HAVE COMPLETE DIMENSIONS WRITTEN AND PLACED IN A MOST SYSTEMATIC WAY.
USE OF STANDARD & UNIVERSALLY RECOGNIZED SYMBOLS, SUCH AS, BUILDING MATERIALS, FIXTURES & OTHERS.
2.0 EXECUTION OF DRAWINGS
CONTENTS
LETTERING & NOTES NORTH ARROWS & SECTION LINE SCALE & MEASUREMENTS LINE WEIGHT & LINE MEANINGS LEGENDS & SYMBOLS DIMENSIONING TITLE BLOCKING ANNOTATION, CALL OUTS & GRIDS SPECIFICATIONS &NOTES
LETTERING & WRITING TEXTS - USE OF ARCHITECTURAL LETTERING, WHICH MEANS: CLEAR, SIMPLE AND EASY TO RECOGNIZE AND READ. - HIERARCHY IN WRITING THRU SIZES & LAYOUT.
Titles TEXTS All entities on a drawing must have a title whether it is a plan view, elevation, section, detail, note column, symbols legend, etc. Titles are lettered large enough catch the viewers eye. Generally the lettering 2.5mm- 12.5mm high. To accent the titles even more they are underlined
FRONT ELEVATION SCALE
1;100 MTS
NORTH ARROW & SECTION LINE
North Arrows The purpose of a north arrow is to indicate the north direction and therefor the orientation of the building in relation to the sun.
Section Line Because of the complexity of architectural drawings cutting plane lines are generally omitted and only the arrow indicating the direction of sight of the section view is shown. The section call out consists of a 8-10 mm" diameter circle, an arrow indication the direction of sight, and two numbers.
Name of the section view
B A-5 Sheet reference
B
B
A-5
A-5
Common scale used for drawings
- SITE PLAN , LOCATION AND KEY PLAN , ARE NORMALLY DRAWN IN SMALLER SCALE. COMMON 1:500, 1:300 OR 1:200 MTS. - FLOOR PLANS, ELEVATION S AND SECTIONS ARE EITHER IN SCALE 1:100 , 1:75 OR 1:50 DEPENDING ON THE SIZE OF THE BUILDING. - DETAILED SECTION / SPOT DETAILING/ BLOW UP DETAILS (WALL , FLOOR, & OTHERS) ARE DONE IN SCALE 1:20, 1:10 OR BIGGER . - ALL DRAWINGS MUST BE SCALED .
Metric
Architectural
1 : 200
1/32" = 1'-0" 1/16" = 1'-0"
Engineering 1" = 5000' 1" = 2500' 1" = 1250' 1" = 1000' 1" = 500' 1" = 200' 1" = 100' 1" = 50' 1" = 40' 1" = 30' 1" = 20'
Common uses site plans site plans site plans site plans site plans site plans site plans site plans site plans site plans floor plans, building elevations and sections
1 : 100
1/8" = 1'-0"
1" = 10'
floor plans, building elevations and sections
1 : 50
1/4" = 1'-0"
1" = 5'
floor plans, elevations, sections*
1 : 30 1 : 20
3/8" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0"
1" = 2'
interior elevations enlarged plans, sections
1 : 10
1" = 1'-0" 1-1/2" = 1'-0"
1:5
3" = 1'-0"
door, window, cabinet details, etc.
1:2
half full size
door, window, cabinet details, etc.
1:1
full size
door, window, cabinet details, etc.
1 : 5000 1 : 2500 1 : 1250 1 : 1000 1 : 500
1" = 1'
wall sections, foundation, intersection of walls and other connections
Alphabet of lines
STAIR CUTTING LINE LINE WEIGHT
LEGENDS & SYMBOLS
CAREFULLY STUDY THE PLACEMENT OF DIMENSIONS. MAKE DIMENSIONS ORDERLY & EASY TO READ. IF POSSIBLE USE ALIGNED AND STACK DIMENSIONING. EXTENSION LINES SHOULD BE LIGHT ABD SHOULD NOT TOUCH THE EXTREMITY OF DRAWING. DIMENSION LINES SHOULD BE LIGHT AND CONTINUOUS. NORMAL PLAN CONSISTS OF 3 LAYERS OF DIMENSION LINE NUMERIC VALUE SHOULD BE PLACED ABOVE THE DIMENSION LINES/ AVOID CROSSING DIMENSION LINES. NUMERIC DIMENSIONS SHOULD BE READ FROM LEFT TO RIGHT.Q DO NOT REPEAT DIMENSIONS. EACH DRAWINGS SHOULD REQUIRE DIFFERENT TYPES OF DIMENSION. THE SMALLEST S DIMENSIONS SHOULD BE PLACED NEAREST AND THE LARGEST THE FARTHEST.
DIMENSIONING
16'-0"
OPEN CLOSED SOLID SLASH
GRIDS & CALL OUTS Grid lines ďƒź Use vertical and horizontal "grid" lines, primarily to designate structural items, especially columns, but also load-bearing walls or shear walls. ďƒź Can also be used to show a "module" that may not be related to the structure. ďƒź Vertical grid lines have "bubbles" at the top (numbered from left to right), while horizontal grid lines have "bubbles" at the right, lettered from bottom to top.
Note: Do not use the letters O or I (which Resemble the numbers 0 and 1)
3.0 DRAWING COMPONENTS
CONTENTS LOCATION PLAN/VICNITY MAP KEY PLAN SITE PLAN FLOOR PLAN ELEVATIONS SECTIONS PERSPECTIVE DRAWINGS / 3 D DRAWINGS SCHEDULE OF DOORS & WINDOWS DETAILING/ SPOT DETAILING/ DETAILED SECTIONS/ OTHERS SPECIFICATIONS &NOTES
TITLE BLOCK Title Blocks Title blocks are a very important part of the overall drawing. They contain information not given directly on the drawing with dimensions or notes.
Title of the project/name of the drawing Name and address of the client. Name and address of the architectural company. Date of the completion of the drawing package. Scale of the drawing. Drawing Number. Architect's professional stamp. The height of the lettering should follow in accordance with their relative importance. The drawing number should receive the greatest emphasis and have a height greater than 6mm. The drawing name, title of the project, clients name, and the name of the architectural company should follow with a letter height of 2.0 mm. The addresses, the date, and the scale should have a height of 1.5 mm. DATE and SCALE should receive the least emphasis and have a letter height of 1.0 mm.
GENERAL NOTES • SAMPLE ONLY • ALL CONTRACTORS ARE RESPONSIBLE FOR: 1. Verifying all drawings, specifications, dimensions and measurements as well as site conditions and notifying the designer of all the discrepancies and omissions before commencing work. 2. Submitting samples and shop drawings for review and approval by the designer before commencing work . 3. Ensuring that all work is in keeping with all national building codes. 4. All necessary repairs, patching and cleaning of the site during and after completion of work. 5. All works specified on the drawings and specifications and supplying necessary materials and labor required to complete all phases of work in accordance with the architects’ standards.
General Notes Notes are classified as general notes and as local notes. Notes are lettered horizontally on a sheet with guidelines and arranged in a systematic manner.
NOTES AND SPECIFICATIONS
FINISHING BOX CONFERENCE ROOM ROOM DESIGNATION (NAME OF ROOM) GB (GYPSUM) FLOOR AREA
GYPSUM VENTILATION TYPE
CEILING FINISH
WALL FINISH
FAN VENTILATON TYPE
WOOD SKIRTING
NOTE: - To be placed in every room or area in the building floor plan (s). - Text should be readable and clear. - Incase text box cannot fit area or room due to scale or limited space, a pointer can be used to place finishing box outside but adjacent to the room or space.
PROJECT TITLE •
• • •
CADANGAN PEMBANGUNAN SATU BLOK BANGUNAN 4-TINGKAT BESERTA 2-TINGKAT TEMPAT LETAK KERETA BAWAH TANAH YANG MENGANDUNGI: a) 2-TINGKAT RUANG KOMERSIAL DAN b) 2-TINGKAT UNIT KEDIAMAN DI ATAS LOT 1-5, JALAN TUN H.S.LEE, KUALA LUMPUR, DALAM BANDAR KUALA LUMPUR BAGI TETUAN TAYLOR’S UNIVERSITY
• PROPOSED DEVELOPMENT OF ONE BLOCK 4-STOREY BUILDING WITH 2-STOREY BASEMENT CAR PARKING CONSISTING OF : a) 2-STOREY OF COMMERCIAL SPACE AND b) 2-STOREY OF RESIDENTIAL UNITS •
ON LOT 735, JALAN TUN H.S.LEE, KUALA LUMPUR FOR TAYLOR’S UNIVERSITY.
ROADS AND CARPARKS NORTH POINT/ARROW TRAFFIC DIRECTIONS BUILDING SET-BACK LINES NEW AND EXISTNG INFRASTRACTURE (PORTION OF THE IMMEDIATE SORROUNDING. ACCESS ROADS & WIDTH MAIN ENTRANCE/ACCESS DRAWING TITLE SCALE OF DRAWING INFO OF ADJACENT LOTS INFO OF ADJACENT ROADS NOTATIONS DIMENSIONS STRUCTURES ON SITE LAND CONTOUR (SLOPE, TERRAIN, ETC) SITE PLAN TO USE THE ROOF PLAN VIEW NOT THE GROUND FLOOR PLAN. BOMBA NOTES..
SITE PLAN
KEY PLAN
- To show 5.0 KM radius of Site’s Vicinity
SITE PLAN
LEGENDS AT EVERY PAGE; BOMBA (RED COLOUR). FINISHES, DOORS, & WINDOWS. STRUCTURAL COMPONENTS ARE DRAWN BOLDEST (WALLS, & COLUMNS) COMPLETE DIMENSIONING (3 LAYERS) DOOR INDICATIONS WINDOW INDICATIONS STAIRS ARE DRAWN WITH CUTTING LINES & DIRECTIONAL ARROWS.
ELEMENTS THAT ARE ABOVE OR BELOW THE CUTTINE ARE DRAWN AS BROKEN , HIDDEN OR DASH LINE A TITLE , NORTH ARROW AND SCALE INDICATOR ARE REQUIRED ON ALL PLANS. INDICATE SECTION LINE . ROOM INFORMATION / FINISHES BOX SHOWN IN EVERY ROOM AND AREAS. NO NEED TO SHOW SITE BOUNDARY
FLOOR PLAN
ROOF PLAN
ROOF MATERIAL WATER TANKS (IF APPLICABLE) LIFT MOTOR ROOM (IF ANY) SKYLIGHT (IF APPLICABLE) RAINWATER OUTLET, GUTTERS ROOF PITCH (ANGLE INDICATOR) DIMENSIONS AND GRIDS
SPECIFICATIONS
INDICATE NATURAL GROUND LINE.. NORMALLY IN THICK /BOLD LINE. WINDOWS AND DOORS LOCATION
WINDOW & DOOR CALL OUTS ANNOTATION S & SPECIFICATIONS FOR EXTERIOR FINISHES GRID CALL OUTS VERTICAL DIMENSIONS ROOF FINISHING & DESIGN OVERHANGS LABELING AND SCALE INDICATORS
ELEVATIONS
GRID LINES EARTH SOIL HATCHING FOOTING & FOUNDATION LEVELLING (FLOOR FINISH LINES WALL HATCHING VERTICAL DIMENSION CEILING LINE (DROP CEILING)
SPECIFICATION (MATERIALS) FIXTURES INTERIOR WALL FINISHES SECTION OF DOORS, WINDOWS (FENESTRATIONS) ANNOTATIONS DRAWING TITLE WITH SCALE INDICATOR SALB AND BEAM HATCHING ROOM AND SPACE NAMES
SECTIONS
DOOR & WINDOWS SCHEDULE
DOOR & WINDOWS SCHEDULE
4.0 DRAWING SAMPLES & LAYOUTS
CONTENTS
SAMPLE RESIDENTIAL PROJECT SHEET 1- KEY PLAN, LOCATION PLAN SITE PLAN, NOTES & LEGENS SHEET 2 – FLOOR PLAN , ELEVATIONS, NOTES & LEGENDS
5.0 CALCULATING VEHICULAR PARKING REQUIREMENTS
CALCULATION FORMULA