Building Code Translation

MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN

Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam

Building Code Province of Nangroe Aceh Darussalam

limitation SPATIAL ASPECT GENERAL PROVISIONS Spatial management in general is the regulating in the optimalization of utilization of natural and artifical resources for the development activities in various sectors which need space. The spatial management is one of the government’s policies in the development of city and area which includes three interrelated main process, which are :

spatial planning, space utilization, and control in spatial utilization.

The three activities work as a continous cycle in a spatial development management which aim at enhancing the quality of environment and the humans. The spatial management planning for the province of NAD must be based on clear and guided direction in determining :

disaster-prone areas, earthquake and tsunami disaster-based cultivated areas (areas for settlements, trading, government centers,

maritime and fishery, agriculture and plantation, forestry, tourism and mining), development of buffer zone in earthquake and tsunami disaster-prone areas, and development of region infrastructure post-earthquake and tsunami disaster.

The building code of the Province of NAD in this case uses spatial management as a general guidance for each regency/municipality in regulating the architecture of dwelling and non-dwelling places in accordance with its function in each the aforementioned areas. SPECIAL PROVISION Special provision in spatial aspect stated in the Building Code of the Province of NAD refers to the Structural Policy and and Spatial Utilization Pattern in the province of NAD in Blue Print Documents of the Reconstruction Master Plan for the Areas of Aceh, Nias and North Sumatera. Some aspects which are closely related to the drafting of the Building Code of the Province of NAD include:

1. Settlement centers/Cities in the West Coast will be maintained in order to keep the balance of growth among the areas (West-East) and Central areas and also supported with smaller-scale centers of growth, which are Sigli, Bireuen, Singkil, Tapak Tuan, Blangpidie and Calang in the coastal areas; and Blangkejeren and Jantho in remote areas.

2. Water-side cities will be developed by taking into account local aspects especially their linkage with earthquake and Tsunami-prone areas and with conservation areas and buffer zone which have protective function.

3. It is especially afforded that settlement will be built in protected areas, such as the areas of elephant habitat of which the population is getting rare, which include the areas of Pucok village, Alue Raya, Blang Dalam & Lhok Kuala, Lamje, Kr. Batee Mirah, Kr. Alue Ceuroloup, Kr. Buerieng, Can. Kaking Ungoh Batee, Tutut border, Uteun Cut area, Panga, Panga-Teunom, and Lageun.

4. Functionalization and the improvement in the seaports of Sabang, Malahayati, Calang, Meulaboh, Kuala Langsa, Singkil, and Lhokseumawe. Location of coaster harbor to replace Uleu-lhee will be decided after a technical feasibility study conducted.

5. Functionalization and improvement in airports: Airports of Sultan Iskandar Muda, Cut Nyak Dien, Lasikin, Maimun Saleh, Malikussaleh, and Teuku Cut Ali. The airports in the west-south coast can be landed on by hercules for evacuation and logistic supply.

6. Improvement in industrial and cultivated areas in Lhoknga, Lhokseumawe, and Malahayati; trade, agriculture, food and plantation, and maritime coast.

Special guidance for the physical development of future city which is related to the guidance in the development of buildings are as follows :

Several growth centers are expected to be main economic appeal for the region region of NAD. The intended cities are Banda Aceh, Sabang, Meulaboh, Langsa, and Lhokseumawe which are spread in coastal areas daerah pesisi; and Takengon in remote areas.

While the smaller scale-growth centers include Sigli, Bireuen, Singkil, Tapak Tuan, Blangpidie, Calang in the coastal areas; and Blangkejeren and Jantho in settlement areas.

ZONIFICATION Based on the result of the study of the documents of the Blue Print of the Master Plan of the Reconstruction for the areas of Aceh, Nias and North Sumatera, sources from the Meteorology and Geophysics Board and field observations for the spatial aspects, there are three other zonation functions other than the zonation for spatial management, which are :

Quake Zonation, based on the class of quake intensity ; according to the 2002 Indonesian Quake Map, Province of NAD falls into Zone 3, 4, 5, 6.

Zonation of Elevation of muka bumi, by taking into account the aspects of Tsunami disaster; and classified at the elevation of less than 5 meters, 5 – 15 meters and above 15 meters.

Zonation of Radius/Distance from the sea waters, taking into account the aspects of tsunami disaster and wind storm ; classified at the distance of less than 5 kilometers, 5 – 25 kilometers, and more than 25 kilometers.

And based on the zonation of layout in the observed areas, the areas of regency and municipality in the Province of NAD based on the density of buildings and limitation of its structural function in general are classified into : Zone-I with a very low density, Zone-II with a low density, Zone-III with a medium density and Zone-IV with a high density. Furthermore, according to the result of the study from the field observation, if superimpose is carried out toward the three zonation functions above, what will be obtained is that the matrix of layout zonation will not show a significant difference.

Draft Matriks -SEPULUH NOVEMBER INSTITUTE OF


Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam 2. Divided into several kinds of building types depending on its functions. In particular for the Building Code at the

level of the province of NAD, there will be no detailed explanations for each function of building structures 3. Non-dwelling house buildings referred to in this building code are the buildings built and/or laid in an

environment, either a part or a whole of them on, above or in the soil and/or water permanently which function as the place for humans to carry out their activities.

LIMITATION ARCHITECTURAL ASPECT

4. Standard used in the drafting of building code for non-dwelling house is based on the existing and already widely used standards, as contained in the Law and Ministerial Decree.

5. Should the building code for the non-dwelling house buildings have not included yet particular situations which develop in the fields, it will then be referred to other relevant documents.

GENERAL DESCRIPTION Although the Building Code will be used as a model in determining the character of buildings that will be built in the areas of the Province of NAD, architectural aspect will place a limit more on the unmeasured normative aspects, which is based on the aspects of local culture, people’s experiences and opportunities to develop one self in the future. Therefore, the general limitation that will be used in determining the Building Code in Arcitectural aspect is as follows: ZONIFICATION

1. Normative – Qualitative aspect, which will be very much influenced by customs, culture and habit prevailing in the local society, and usually difficult to quantify.

Based on the observation in the field, for the architectural aspect, significant changes between architectural characters in the coastal plain, lowland and high plains are almost barely found. 2. Openness aspect, in which a wide opportunity will still be given to other architects and planning players to play

a role in determining the direction of architectural development of buildings and city in the Province of NAD. Similarly, quake zonification in the province of NAD does not give a big influence to the characters of architecture which emerge. 3. Quantitative Aspect, specific issue needs to refer to other relevant standard documents. Zonification of the elevation aspect from the face of the tide and distance from the sea shore apparently have no significant influence to the architectural characters of the Aceh region in general.

4. Participative Aspect, which is based on the confidence in the capability of the people in building and developing dwelling houses self-reliantly and independently, so that practical architectural education that can be understood by the people needs to be held.

Therefore, for the discussion on architectural aspect, the zonification will be no divided based on physical characters of the region, quake areas, elevation from the tide or distance from the seashore, given that the influence is not significant to architecture which emerge. However, though this Building Code is included at the level of the province of NAD, when it is translated into a detailed Building Code in each regency or municipality, the zonification then needs to be more scrutinized based on various aspects as above as to produce a more applicative guideline while giving opportunity for architectural development.

DWELLING HOUSE For the buildings of dwelling houses, standard being used for the architectural aspect is more like a normative study on the aspects of cultural and architectural behaviour that have been adopted by the Aceh people so far and the tendency of its development in the future. In general, the architecture of dwelling house that will be observed and given a guide line is as follows :

1. The buildings of emergency houses that will be built for the purpose of rehabilitation and reconstruction of rekonstruksi of the areas affected by earth quake and tsunami disaster in the province of NAD. What is meant by emergency house is the early house being built as an initial step in the restoration of physical, social and economic condition of the people affected by the disaster. This emergency house is built based on special requirements as an integral part of the Building Code documents.

2. The buildings of traditional dwelling houses, Aceh’s cultural aspect is very strong, of which the religious aspect (Islam) is patron which is highly adhered to and give a huge influence to the living of Aceh people in general.

3. The buildings of more modern dwelling houses, which have different characteristics from the traditional architecture.

The employing of traditional and modern terms here is only intended as a reference for the people to generally refer to their dwelling houses of different characteristics, to differentiate the dwelling house built based on the cultural style inherited from the ancestors from those built without referring to old cultural style (modern style). Other limitations that will be given in the Building Code for the dwelling house are as follows:

1. Spatial management aspect 2. Management aspect of building mass 3. Comfort, safety and security aspects

BUILDING STRUCTURE For building structure, general limitations givens are as follows:

1. It is individual non-dwelling house building.

Draft Matriks -SEPULUH NOVEMBER INSTITUTE OF

MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam

MATRIX of Building Code ProvinCE of Nangroe Aceh Darussalam 1. Technical Requirements for Building and Environment Management NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV

1.1 ALLOTMENT AND INTENSITY OF BUILDING 1.1.1. FUNCTIONAL ALLOTMENT AND CLASSIFICATION OF BUILDING

Function - Area of land • Fish pond, mangrove swamp, beach recreation,

and protected areas of beach, agriculture (sub urban)

• Limited fishermen settlements • Other limited rural settlements in the areas of

agricultural cultivation, production forest, mining, and tourism (rural)

• Fishermen and farmers’s limited settlements and highly limited commercial settlements (sub urban)

• Reliable drainage system especially in tilt areas (< 8 %)

National Building Rules; Indonesian National Standard (SNI) for Planning Management of Housing Areas in the

Cities

• Settlement and limited commercial areas by maintaining the heritage values (urban)

• Reliable drainage system especially in tilt areas (< 8 %)

National Building Rules; the Indonesian National Standard ( SNI) for Planning Management of Housing

Areas in the Cities

• Settlements and public facilities, government facilities and trade at the level of subdistrict and city (urban)

• Reliable drainage system especially in the tilt areas (< 8 %)

National Building Rules; the Indonesian National Standard ( SNI) for Planning Management of Housing

Areas in the Cities

- Buildings in the Protected Areas • Dwelling house buildings are not allowed • Non-dwelling houses; for research,

archeological buildings for security and military, navigation, treatment of fish ponds and fishery

• Buildings of dwelling houses are not allowed • Non-dwelling houses; archeological buildings for security and mitigation

a.

- Buildings in Cultivated Areas • Building density of the dwelling house for fishermen, farmers should be quite low, it may not be further developed/expanded/increased, only the quality maybe further improved, old buildings should be revitalized.

• Non-dwelling house; buildings for the purpose of research, conservation, seaport facility, energy generation, guarding/control and rescue of the beach.

• Watershed and land cavity with its riparian areas are prohibited to be built.

• Settlement density should be low with strict requirements for buildings and environment

• Non-dwelling house; commerical buildings for the level of households, education, social and culture limited for the need of environment, for security, treatment of fish ponds, water buildings, pump buildings, power house of energy generation and navigation


• Settlement density is medium, it may not expanded to protected areas, may not be developed/increased so that its density becomes high.

• Non-dwelling house; facilities of education, health, worship, trade, social and government at the level of village and sub-district


• Settlement density is high, it may not be expanded to protected areas

• Non-dwelling house; facilities of education, health, worship, trade, social and government at the level of village and sub-district

Building Classification: b. Based on its function • Class 1, 9, 10 Buildings (including houses built on

stilts) Ministry of Public Works Ministerial Decree 441/KPTS/1998

• Class 1, 2, 6, 8, 9, 10 buildings (including houses built on stilts).

Ministry of Public Works Ministerial Decree 441/KPTS/1998 (PU) 441/KPTS/1998

• All Building Classes Ministry of Public Works Ministerial Decree (PU) 441/KPTS/1998

1.1.2. BUILDING INTENSITY a. Size of Residential Area for Every Person • Minimum space need is 9 m2/person

Ministerial Decree of Settlement and Regional Infrastructure (Kimpraswil) 403/KPTS/2002

b. Size of Plot Area () per Building Unit • Size of Plot Area/minimum size for dwelling house occupied by 3-4 people is 90m2 with width of 6 m minimum • Size of Plot Area/minimum size for non-dwelling house is adjusted to the standard of need of each building class. Ministry of Settlement and Regional Infrastructure Ministerial Decree 403/KPTS/2002

The Indonesian National Standard (SNI) for Planning Management of Housing Areas in City

c. Size of Ground Floor Area of Building Compared to Total Size of Land Area (KDB)

• Dwelling and Non-Dwelling Houses: < 15 % of the size of plot area

• Dwelling house: 15-30 % of the size of plot area

• Non-dwelling house: maximum of 60 % of the size of plot area

• Dwelling house: 30-50 % of the size of the plot area • Non-dwelling house: maximum of 75 % of the size of

plot area

• Dwelling house: maximum of 60 % of the size of plot area

• Non-dwelling house: maximum of 75 % of the size of plot area

Technical Guidelines for the Development of Simple,

Non-Storey Houses

d. The total of all building foors compared to total of land or Building Floor Coefficicent (KLB)

• Dwelling house: floor number: 1-2 floors, • Non-dwelling house; adjusted to set standard.

• Number of floor: maximum 2 floors • Non-dwelling house: adjusted to set standard.

• Dwelling house: maximum 3 floors • Non-dwelling house: number of the floors of the

building is < 4 floors

• Dwelling house: ≥ 3 floors • Non-dwelling house: number of the floors of the

building > 4 floors

e. Total of all building floors compared to the total of Land Area in One Cluster of Settlement Environment

• Very Low • Low • Medium • High

f. Maximum-Minimum Height of Building

Matrix Draft -SEPULUH NOVEMBER INSTITUTE OF


- for Safety • In line with angina structure and building materials being used, resistance to quake and safety from wind, and flight path/route. - for Security • Ensuring security against fire-risk, earth quake and other disasters. - For Health • Dwelling house: minimum height of ceiling = 2,40 m, except for buildings of which the walls are open including the floors of the house built on stilts

• Non-dwelling house : Minimum height of ceiling = 2.70 m, except for buildings of which the walls are open including the floor of the house built on stilts Technical Guidelines for the Development of Simple, Non-Storey Houses

- For other Land Supports • Considering the optimalization of building intensity • Considering the harmoney of building with environment • Fulfilling ecologic requirements certain size of land area

NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV

1.1.3. BORDER LINE OF BUILDING a. Border line of building for the class of

neighborhood road of big, medium, small housing

Dwelling and non-dwelling house: big (> 450 m) • Front border is 8 m minimum • Side border is 4 m minimum • Back border is 5 m minimum

medium (> 200m) • Front border is 5 m minimum • Side border is 3 m minimum • Back border is 3 m minimum

small (>90 m2) • Side border is 2 m minimum • Front border is 3 m minimum

Technical Guidelines for the Development of Simple, Non-Storey Houses

b. Border line of building toward the border of plots/ and the environment

Dwelling house: • Small plot is 1 m minimal if the side roof is without porch and 1.5 m if

using porch • Medium and large plot are 2 m minimal

Non-dwelling house: • Building with height of <8 m = 3 m, Building with a height of > 8 m = 1/2 of the height of thebuilding reduced by 1 m • Distance of mass /block of one-floor building is 4 m minimal • Distance of mass/block of the building from the surrounding buildings shall be 6 m and 3 m minimal with the border of the lot • Distance from premise border shall be 4 m minimum • Adjacent buildings are not the same in height, minimal distance of one building from the others = {(½ of the height of building A + ½ of the height of building B)

/2} -1 meter Technical Guidelines for the Development of Simple, Non-Storey Houses

c. Border line of building based on the class of the road

Dwelling and non-dwelling house: • Distance of road axle from house or yard fence • In accordance with local regulations (Qanun) on the requirements of building construction for each municipality/regency. • Foundation line of the most outer fence which have a boundary with road = the most outer border of road plan • Height of fence which has a boundary with road is determined by the decisión of local government head • Curvature of fence at the corner of the road intersection = size of radius/ slant/ curve according to class of road intersection • For the road with width of > 20 m, point of angle of fence curvature = 10 meter from fence border line to the middle of the road • Border line of the design of the most outer part of the terrace, which is parallel with direction of the road around the building = ½ of the width of the road plan less 2 m maximum and do not go beyond the border line of the most outer part

of fence foundation Ministry of Public Works Ministerial Decree (PU) 441/KPTS/1998

d. Border line of building toward railway, high-voltage power network

Dwelling and non-dwelling house: • Based on Ministerial Decree of Transportation which is adjusted to the condition of NAD • Based on PUIL 2000 (distance in the left and right side of high-voltage (70 KV above) is as far as 25 m)

e. Border line of building in the riparean areas based on the class of river width

Dwelling and non-dwelling house: • Dyked river outside city areas is 5 m minimum from the outer part of dyke’s foot • Dyked river in city areas is 3 m minimum from the outer part of dyke’s foot • Non-dyked river outside the city areas for the Big River (the size of catchment area is > 500 Km2) and Small River (the size of catchment area is < 500 Km2) which is determined for every section according to technical calculation of the size of

the catchment areas • Non-dyked river in city areas with the depth of < 3 m minimum, 10 m from the river bank, depth of 3 – 20 m minimum, 15 m from river bank, depth of > 20 m minimum, 30 m from river bank

Ministry of Public Works Ministerial Decree (PU) 63/PRT/1993 f. Border line of building in coastal region,

water resorption areas and other protected areas

Dwelling and non-dwelling house: • Minimum distance from the edge of a beach is 1,000

m, except for non-dwelling house is according to the standard and regulation of local areas.

• Border for the most outer part of the foundation is 100 m minimum from the highest tide line.

Dwelling and non-dwelling house: • Do not demolish open green space and beyond the protected areas determined by each area

g. Border line of building at the edge of lake, reservoir, spring and river which are infuenced by ebb tide

• Lake and reservoir are 50 m minimum from the highest point of tide to the land. • At least 200 m around the spring • River influenced by the ebb tide is 100 m minimum from the river bank for the green belt.

Permen PU 63/PRT/1993 h. Free distance of building toward city

utilities • 3 meter minimum • Minimum = border distance of building toward the fence

1.2 ARCHITECTURE 1.2.1. BUILDING ARCHITECTURE


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam a. Need for minimal number of rooms for

one dwelling house structure and building structure

• Dwelling house : − 1 private room (bed room) − 1 multifunction room

(living room, family room, dining room), this room is flexible which means that it can be used for various activities without having to change the arrangement of furniture inside. Room arrangement depends more on the need given that the architecture of Aceh’s house really takes into account the privacy of certain group (for example ladies, newlywed couples) based on Islam principle

− 1 service room (bathroom/lavatory)

• Non-dwelling house : − Standard number of rooms in building structure very much depend on the function of the building. Standard

for every function of the building has been determined in various documents. − Building structure must be designed by taking into account the form and characteristics of the surrounding

environment architecture, − Spatial design must take into account the need and hierarcy based on the function of the buildings



NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV b. Need for minimal number in the

development of rooms for one of dwelling house structure and building structure

• Dwelling house : − 1 private room (bed room) − 1 multifunction room (affirmation of the boundary of family room, dining room) − 1 service room (kitchen)

• Non-dwelling house : − Building or parts of building which experience changing, rehabilitation, enlargement, addition, may not cause a change in the main function

function/usage, architectural character of building and parts of buildings and may not reduce or disturb the function of the road to enter/exit. − Change in function and usage of the rooms of a building or parts of buildings may be allowed as long as it still meet the requirements in the use of

building types and can ensure security and safety of the buildings and the dwellers − Supportive rooms can be added with the purpose to meet the need for building activity, as long as they do not deviate from the main use of the

building − Types and number of needed supportive facilities that must be provided in every use of building types are determined by the head of local

government − Interior room arrangement for buildings of worship, monuments multifunction building, meeting hall, performance building, school building, sport

building and other buildings of similar types are specifically regulated − Office building at least has rooms with main functions which facilitates working activities, public and service rooms. − Store building should at least have rooms with main functions which facilitate store activities, public activities and service − Warehouse building should at least be equipped with the facilities of bathroom, lavatory and employee’s need room − Factory building should at least be equipped with facilities of bathroom and lavatory, changing rooms for employees, dining rooms, relaxing room and

adequate health service room − Placement of facilities of bathrooms and lavatories men and women should be separated

c. Architectural appearance of the profile of the building which characterize locality and local tradition

• Usage of ornament of Aceh local culture, for example kinds of ornamental plants or geometric ornamental pattern of Islam’s architecture. • Structure pattern of house built on stilt with typical Aceh architecture mainly in coastal areas, and house buildings on the ground • Form of saddle-like roof and its variants. • The direction of the building must be adjusted to Aceh culture and Islam norms • Pattern in door opening should be adjusted to Islam norms (footsteps when entering or coming out of the house) • The lavatory should not be made facing the west – east as possible (facing in – turning back on the direction of Ka’bah) • Completion in every part of the building, including the use of color, should be made in a way that it will be easy in its maintenance and cleansing as a reflection of clean and healty pattern of living of Aceh people which characterize the

implementation of Islam principes d. Architectural appearance in the

rehabilitation of building and the surrounding buildings

• Rehabilitation of architectural appearance of dwelling house and building structures should be as harmonious as possible with its surrounding architectural appearance. • Rehabilitation of building appearance may not go beyond border line of the building

e. Architectural appearance in the reconstruction of building compared to its surrounding buildings

• Appearance of the reconstructed buildings should be directed to Islamic architectural standard which has been adjusted to Aceh culture. • Innovation in building appearance is advised by enriching the kinds of ornaments in the appearance.

f. Architectural appearance of building compared to environment harmony

• Orientation of building to the movement of the sun and coast wind and direction of the Ka’bah • For building of dwelling house, longitude of the building should be in the direction of the east-west • While for the building of Meunasah (religious school), the longitude direction of the building will be facing north-south. • Longitude direction of dwelling house and meunasah needs to be differentiated in order to differentiate the function of buildings and as a marker of villlage areas. • The front part of the house (which has road as a boundary) is provided an adequate land for green open areas. • The plants can be ornamental plants, shelter trees or productive plants.

g. Application of traditional/local architectural appearance toward modern building

• Application of kinds of traditional ornamentsl in certain parts of buildings, such as column, door and window, some of walls and etc which serve as attached ornaments, while keep maintaining the meaning of its placement • Aceh’s traditional buildings can be made with construction technology, more modern material.

h. The order of rooms based on the proximity of room function

• Dwelling house : − Front terrace as manifestation of front lobby, directly connected with multifunction room − Private room (bed room) is placed adjacently with multifunction room. − Service room is placed in the rear part of the building, it may be a part of the main building or or separately build structurally. − Should the main building be developed, it must be sought to that the private room (bed room) which can facilitate the privacy of particular family

members (parents, women, newlywed couples) • Non-dwelling house:

− Core and other supporting rooms are adjusted to the function of buildings



i. Arrangement of rooms in the buildings with local culture characateristics

• Dwelling house : − There is a clear and

obvious separation between multifunction and private rooms for parents or women − There is a semi-private

multifunction room which can be used for various collective activities such as family’s relax room, praying together, and custom event.

− There is semi-public multifunction room which can be used for various activities such as to receive guests and for guests’ bed room.

• Non-dwelling house: − Room arrangements

depends on the function of building − Separation pattern of

rooms and spatial layout as manifestation of Aceh culture and Islam principle should be taken into consideration

− Massive and personal border of rooms are needed for rooms which require high privacy such as head room, meeting room and etc.



NO DESCRIPTION

ZONE I

ZONE II

ZONE III

ZONE IV

j. Arrangement and distance of rooms in

main building toward the supporting buildings (including utility buildings, sanitation of public bathing, washing, toilet, etc) in local architecture and other building environment

• Dwelling house : − Building of main house is separated from bath room/lavatory and well if the building of main house has a panggung structure and made of wood, but

if it is made as integrated with the house if the building of main house is made of concrete and brick. − Bathroom/lavatory is located at the back of main house with a safe distance from well − Kitchen can be made in main building, but it can also be built separately structurally, depend on the structure type and the risk level of the fire. − Enlargement of the building of main house, if it is semi-permanent, then it should be separeted structurally in order to prevent heavy damage during

the earthquake resulting from the connection of the old and new structure which is not rigid. − In order to anticipate the safety of structure, then during the making of main house, the form of possible enlargement in the future should have been

thought over, mainly toward the distance of building with the land border and neighbor building. • Non-dwelling house :

− Building must be equipped with supporting facilities and infrastructure, including the utility buildings, which are needed to maintain and ensure security, comfort, health and security of the users

− Supporting buildings, including supporting infrastructure of the building, must be planned in an integrated way with the system of infrastructure of surrounding environment

− Supporting facilities and infrastructure must ensure that the utilization of the building will not disturb other buildings and surrounding environment − Building must be planned and designed well so that it will ensure the function of buildings which can also be utilized maximally by all people,

including the physically handicapped people and senior citizen. − For the enlargement of main building, if it is semi-permanent, it should then be separate structurally, in order to prevent heavy damage during

earthquake resulting from the connection of the old and new structure which is not rigid. − In order to anticipate structural safety, then during the initial making of the building, the form of possible enlargement in the future should have been

thought over, especially toward the distance of the building witht he border of land and neighbors’ buildings and surrounding buildings k. Arrangement of internal rooms and

development toward existing structure of building

• In general, the structure of main building should have resistance against quake. • If the arrangement of rooms to be changed, then those which can be modified is the parts which are not main structure, but bagian pengisi (non-structural) for example partition in building. • If the building of house to be enlarged, then the structure of house enlargement can be separate (not rigide with old buildings) or integrated (rigid) with old buildings. If building is to be enlarged with different material and structure system,

then the structure of new building should be separated from old building structure. • If the building is enlarged with similar material and structural pattern to those of old buildings, then it can be made integrated with the right connection method.

m. Arrangements of roms in one building toward the yard of building by taking into account harmony, compatibility, balance with environment

• For a large parcel of land, building is not built very close together with the border of the land, but in the middle of the land so it is still likely to be developed. • For a small parcel of land, border line of front and rear building is determined, while the side of the building is allowed to be very close together with neighbor’s building but structurally separated. • Border line of front and rear building must follow prevailing rule of border line which very much depend on the width of the road in front of it. • Part of land which is not built with buildings must spared for open green space and area for the run off of rain water. • Rooms in the building must get natural lighting and ventilation, so that the position of interior rooms is sought to always connect with exterior rooms in the surrounding in an adequate distance

n. Use of the the types of building materials is based on the classification of the buildings

• In the building of main house, the main structure should have any resistance to earthquakes with material variation such as reinfornced concrete or adequate strong-class wood. It is advised to avoid the use of corosive material in coastal areas which are close to sea.

`The use of construction material such as steel and iron is allowed provided that it meet the construction standard which has resistance to earthquakes. • As for the non-structural bagian pengisi (outer wall, room insulation) can be used with other materials such as plywood, brick, concrete bricks, bamboo wickerwork and etc. • Especialy for fibercement, asbestos, calsiboard, it is advised that they are not used in the exterior walls of the building. • Function of the building also determine the materials that will be used. Building of house is more emphasized on the structural and esthetical aspects, while the building for service (kitchen and bathroom/lavatory) is more emphasized on

the aspect of environment sanitation aspect. • No matter what simple is the building materials, what may not be ignored is the factor of structure strength, safety of building and comfort of room to a certain extent.

The Indonesian National Standard (SNI) 03-6389-2000 on the Energy Conservation of Building Cover in Building Structure o. Use of combination of building material in

one building by taking into account harmony, compatibility, security, safety and durability of building

• Use of material is prioritized for the aspect of main structure as has been required earlier that it must have resistance to earthquakes. • As for the non-structural parts, the use of fuel is directed to widely available fuel, easy in maintenance and enough supply in the market as a stock for repairs if damage occurs. • Building materials used shall ensure the safety of the dwellers from natural disasters, lighting and the consequence of technical errors in the utilization and installation of materials. • Building material used should not have materials which endagers the health of the dwellers from the chemical influence. • Use of different material should take into account connection technique of materials if it concerns with the system of building structure, in order to avoid the reduction in the strength of buliding’s main structure.

p. System of building construction and its types is based on the period/architectural types.

• In general the structure of houses built on stilt with a variety of floor height, and building on the ground • Foundation of main structure such as local and continous concrete plate, hard rock foundation, combination with bor pile. • Structure of column and beam uses reinforced concrete materials or adequate strong-class woods. • Roof structure uses frame system with wood as the main material and roof cover covering is corrugated iron sheets, or other materials of the same type such as metal sheet, folding plate and the likes. • Interior and exterior walls can use filler, starting from the massive one such as bricks, concrete bricks up to light materials such as plywood, bamboo wickerwood, fibercement. • Floor of the structure might be concrete floor plate or plywood floor and wooden frame. • Character of main structure in traditional building is more dominated by the use of wood beam with structure system of simple porch frame. • Character of main structure in modern building is more variative since it is supported by tecnology of materials which have developed such as reinforced concrete, rustproof steel frame, aluminium and the likes.



NO DESCRIPTION

ZONE I

ZONE II

ZONE III

ZONE IV

1.2.2. OPEN GREEN SPACE (RTH)

a. Function of open green (RTH) in environment of settlement/village

• Location for vegetation planting for the sake of ecology, security, economy and esthetics.

• Accompanied by buffer zone which is mangrove swamp in the areas of river border, areas of limited utilization, dan jalan lingkar pulau with a height of > 3.

• Location of the planting of supporting vegetation for the sake of ecology, economy and esthetics

• Settlement areas needs to provide open green space such as environment park, yards, production forest, cultivation space

• Designated for planting areas in city/region/yard which serve the function for ecologic, social, economic, amenity and esthetic aspects

• In form of protected areas, city park, yards, sport facilities, recreation areas by taking into account the existing city planning

b. Types of open green space that need to be provided in environment of settlement/village

• Mangrove swamp, parks and recreation • Yard, parks of limited setttlements, aquaculture ponds • Coconut, betel nuts and others which have the same

characters in the yards are protective plants against disaster.

• Yards, parks, sport fields, playground, environmental forest, cemetery, water proff ponds

c. Maximum and minimum areas for open green space

• More or less 100 meter along the coastline towards the inland

• Park is established in each environment of path • Non-dwelling house must have a coeficient of green

areas of minimum of 30%

• In every plot of house structure in one settlement/village

• Surrounded by open space of horticulture/aquaculture pond

• Park is made in every environment of path • Buildings of non-dwelling house should have coeficient

of green areas of minimum of 30%

• Around the location which has a high activity with the comparison between total area of open space and total area of housing areas to be more or less 30 % - 50 %

• Park is made in every one alley environment • Structure of non-dwelling house must have a coefficient of green areas of minimum of 30% • Standard of the size of the open green space is based on the number of population (250 people, 2500 people,

30,000 people and 120,000 people) which refers to: SNI on the Procedures in the Planning of Housing Areas in City

1.2.3. CIRCULATION, SIGN AND LIGHTING OF THE ROOMS OUTSIDE THE BUILDINGS a. Location of entrance-exit from the building

towards the environment: • There are at least 2 entrance-exit in one building • Access to entrance and exit is e asily accesible and situated in two sides of different buildings

b. Location of entrance-exit from the environment to the areas:

• There is at least 1 entrance-exit from the environment towards the inland

• Location is easily acessible from all sides of the environment

• There is at least 2 entrance-exit from the environment towards its neighboring zones • Location is easily accesible from all sides of the environment

c. Road Circulation Pattern • Ribbon shaped, directly connected from secondary road to local, feeder and/or primary roads, towards higher land. • Cluster and cul-de-sac pattern is connected to evacuation road (main secondary, feeder, local roads) towards the

higher lands

• Ribbon shaped, directly connected from secondary road to local, feeder and/or primary roads. • Cluster and cul-de-sac pattern is connected to evacuation road (main secondary, feeder, local roads)

d. Parking Facility • Do not use body of the road and pedestrian’s sidewalks • Do not disturb the smoothness of environment’s traffic • Non-dwelling house must provide area for parking lot which is proportional to the size of building floors (according to applicable technical parking standard)

e. Separation of Road • Vehicle lane must be separated from the pedestrians’sidewalks • Vehicle lane must provided with green belt:

Main access road of two-way vehicles’ environment lingkungan is separeted by green belt median Roads of the alley/environment are provided with green belt on the left and right side of the shoulder of the road

f. Placement of facilities for the safety and security of the environment

• Especially in the parts of entrance-exit door in the environment

g. Placement of signs and traffic signals and security signs:

• At the point of free view before getting into the areas with signs • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements of Building Structure Chapter III Architecture and Environment (p.30)

Placement of artificial lighting in: h. - Road Border • At every distance of < 50 meter

• Take into account the character of environment, function and architecture of building and amenity esthetics • Give lighting to all body of the road and road border properly and take into account the operation and maintenance aspects

- Open Green Space • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter III Architecture and Environment (p.30) • At every distance of < 50 meter, according to standard need of the type of the open green space

- Other Public Facilities • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter III Architecture and Environment (p.30) 1.2.4. BUILDING LAYOUT

a. Type of building arrangement in an environment in traditional architecture of NAD and in other existing architecture

• Building and activity are held within it shall not disturb environment balance, protective function of the areas, and/or functions of existing public facilities and infrastructure

• Every patch must have emergency road between the buildings as an access for the rescuing of the dwellers

• Building and activity held within it shall not disturb environment balance, protective function of the areas, and/or functions of existing public facilities and infrastructure. Buildings can be added/enlarged horizontally and vertically so that it reaches KDB and KLB required for each area.

• Every path must have emergency road between the buildings as an access for the rescuing of the dwellers



NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV b. Orientation of settlement arrangement

toward religious norms, traditin, topography, sun orientation, wind direction, road pattern, river and other natural and arficial elements which compose it

• Houses with Aceh traditional philosophy should be arranged with an orientation stretching from the east to the west (facing ka’bah), while the non-tradisional houses are arranged with an orientation based on road the pattern of road, path, street, natural and artificial elements

• Building of meunasah ought to stretch to the north-south • Buildings of non-dwelling houses are arranged according to topography and road orientation • Shall not block the view of traffic, not cause disturbance to security, public safety, balance/environment protection and health

c. Equipping of Village • A meunasah and equipping of environment facilities should meet minimum requirements of Ministry of Settlement and Regional Infrastructure Ministerial Decree No. 534/KPTS/M/2001 1.3. MANAGEMENT OF

ENVIRONMENTAL IMPACTS REQUIREMENTS

1. Important Impacts

a. Any activity in the development of settlements which is estimated to cause big and important impacts should

be equipped with Analysis of Environmental Impacts (AMDAL) b. Requirement for conducting AMDAL review depends on each city typology c. Any activity in the buildings and/or the environment which causes insignificant impacts on the environment,

or the important impacts have been technologically managable, may not be necessarily be equipped with AMDAL, but is required to carry out Environmental Management Efforts (UKL) and Environmental Monitoring Efforts (UPL) in accordance with the Government Regulation No. 27 of 1999 on Analysis of Environmental Impacts.

d. Activity which is estimated to have big and significant impact on environment is if the activity plan will affect :

(a) The number of people affected (b) The total areas of the impact spread (c) Intensity and the duration of impacts (d) Number of other environmental components affected by the impacts (e) Cumulative characteristic of the impact

Whether it is reversible or irreversible

Based on the decision of the Minister of the Environment No.17 of 2001. Calculated based on the level of land acquisition, support capacity of the land which includes the suppors of soil, capacity of ground water absorption, level of building per hectar, and others, level of daily water demand, waste produced as the result of the housing and settlement’s activities, effect of development on the surrouding environment (material and human mobilization), and building base coefficient (KDB) and Building Floor Coefficient (KLB).

2. Provisions of UPL and UKL a. Environmental Management Efforts (UKL) and Environmental Monitoring Efforts (UPL) are the efforts conducted in the managing and monitoring of environment by the person in charge of efforts or activity which are not required to conduct Environmental Impact Analysis (AMDAL) based on the Decision of Minister of Environment No. 86 of 2002.

b. Information that should be elaborated on UKL and UPL: - identity of pioneer of the effort or activity plans; - effort or activity plan; - environmental impacts which will occur

- environment management and monitoring program;

- signature and business stamp from the person-in-charge of the effort or activity.

Include the name, location, scale of effort or activity, outline of the effort or activity plan. Include the activity which becomes the source of impact, type and extent of impact, and other things that need to be conveyed to explain the impacts of that will happen. Include the measure to preven and manage the impacts including the efforts in handling emergency situation, monitoring activities to find out the effectiveness of the managing and the compliance with the environmental regulation and the benchmark used to know the effectiveness of the managing ;

3. Technical Requirement for the Management of Environmental Impacts a.

Buiding Requirements

(a) Permits to construct buildings which according to their functions are to use, keep, produce, process explosive and flammable materials, corrosive, toxic (poisonous), reactive, infectious and radioactive can be given if meeting the following requirements : - Free flood areas, and - Distance between the processing location and public facility is 50 meter minimal. - Shortest distance from the arterial road/toll road is 150 meter and 50 meter for other roads; - shortest distance is 300 meter from the areas of settlement, trading, hospital, health service or social

activities, hotels, restaurant, religious and educational facilities; - shortest distance is 300 meter from the line of high tide, river, ebb tide areas, ponds, lakes, rawan,

spring and people’s wells; - shortest distance is 300 meter from protected areas (nature preserve, protected forest and etc).

(b) In buildings which use reflecting glass in street facade, the light reflected may not exceed 24% and the layout and orientation of the building to the sun.


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam 1.3. MANAGEMENT OF

ENVIRONMENTAL IMPACTS REQUIREMENTS

(c) Buildings which according to their functions require clean water supply with a debit of > 5L/second or > 500 m3/day and will take shallow ground water and/or deep well should secure permit from related responsible agency and only use it for emergency necessity or alternative to main source from local water company (PDAM).

(d) In order to reduce water runoff, then every site of building structure must be equipped with tertiary and secondary drainage channel that will be connected with primary drainage channel to be disposed of the body of water.

(e) If the groundwater table is low, absorbing well can then be used which functions to take in rain water runoff in order to increase ground water reserves.

(a) If the buildings which according to its function are to generate LHR >= 60 SMP per 1000 feet2 of the floor area, then the technical plan of the entrance and exit system of the building should secure permit from authorized technical agency

b. Requirements for Construction Implementation

(b) Every construction activity which cause puddle of water around building site must be equipped with drainage channel which can later be made permanently and become a part of existing drainage system.

(c) Every activity of construction implementation which can cause disruption to traffic must be equipped with traffic signs operated and controlled by a traffic light regulating team .

(d) Use of hammer pile to set up foundation will only be allowed if there is no any house structure which is prone to cracks and it will not make noise which disturbs the sourrounding people.

(e) Use of construction equipments which are assumed to cause cracks in the surrounding buildings must be provided with vibration damping ponds.

(f) As for any dewatering activity which causes the people's wells to dry, the granting of compensation in the form of clean water procurement to the people during the development activity, or until the wells of the people are back to normal should be considered.

(g) Construction activity which is potential to produce dusts must be sprinkled with water in certain times in order to avoid the spread of dusts produced from the activity.

c. Disposal of Liquid and Solid Waste

(a) Every building which produce liquid and solid waste and other waste which can cause water and soil pollution must be equipped with waste collecting and processing means before it is dumped to garbage disposal that is allowed and determined by authorized institutions.

(b) The means to collect and process the wastewater should be checked periodically in order to ensure the quality of effluents which meets the standard of liquid wastes.

(c) Garbages : - Wet and dry garbages should be separated. - Carrying of wet garbages should be based on its types

- Organic garbage every day or maximal once every two days to ensure that there will be

no stench and it will not become breeding ground of disease. - Dry garbage maximal once in every three weeks so that there will be no garbage pile-up

which disturb the environment health of building structures. 3. Handling of Disaster-Affected Areas

a. An area can be determined as disaster area, flood area and the likes. b. In disaster areas as mentioned in point a, prohitibition to build or set special procedures and requirements in

constructing by taking into account safety, security and health of environment. c. Environment of buildings which has been hit by fire can be determined as closed areas for a certain period

of time, restricted, or prohited from being erected with buildings. d. Buildings in environment hit by disasters, by taking security, safety and health into account, can be allowed

to have an emergency improvement, for damaged buildings or constructing a temporary buildings for emergency purpose in the constraint of certain use time and can be relieved from securing permit.

e. Areas as mentioned in point a can be determined as areas for urban renewal.



2. Technical Requirements for the Reliability of Building Structure 2.1. Safety Requirements 2.1.1. Requirement of Structure Type and Requirement for Foundation Based on Quake Zoning and Characteristics of Soil / Stones

No Zonation Type of Soil

Earth Quake A ). Cohesion Soil B). Cohesionless Soil

( Clay, Silt ) ( Sand, Gravel ) a. Dwelling House b.Building ( > 3 lt) a). Dwelling House b) Building structures ( > 3 lt) Dwelling house 1 Zone 4 Type of Foundation : Type of Foundation : Type of Foundation : Type of Foundation : Type of Foundation : A.2.a ( river stone local foundation ) or B.1. Micropile/minipile A.2.a ( river stone local foundation) or B.1. ( Micropile/minipile) or A.2.a( river stone local foundation ) or a max A.1.a ( river stone continous foundation ) B.2.a. ( concrete bored pile ) A.1.a ( river stone continous foundation ) B.2.a. (concrete bored pile ) A.1.a ( river stone continous foundation) 0.20 g Note : B.3. Caisson Note : Note : Note : 1) There should be an interconnection between sloof and foundation Notes : 1) There should be an interconnection between sloof and foundation 1) Pile must function as an 1) There should be an interconnection between sloof a

by giving anchor. 1) Pile must function as an by giving anchor. extension and compression pile by giving anchor.

2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles extension and compression pile

2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles 2) Pile must be able to receive

2) The surrounding area of foundation must rest on sgradation and of rough particles

3) Dimention of foundation must be calculated by bearing capacity 2) Pile must be able to receive horizontal and vertical force

according to the standard of mechanical theory of the soil . horizontal and vertical force 3) Dimention of foundation must be calculated by bearing capacity 3) Dimention and the depth of foundation must be calculated based on prevailing rules

3) Dimention and the depth of foundation must be calculated based on prevailing rules according to the standard of mechanical theory of the soil . 3) Dimention of foundation must be calculated by bear

4) The depth of the bottom of foundation (D) min = 1,5 m and the 4) The depth of the bottom of foundation (D) min = .0,7 m and the according to the standard of mechanical theory of th

width of the bottom of foundation ( B) min = 1,0 m (imposed for clay medium and above)

width of the bottom of foundation ( B) min = 0.7 m (imposed for clay medium and above)

5) As for the very soft dan soft condition, the soil Must be conducted first 2 Zone 5 Type of Foundation A.2.b ( concrete local foundation ) Type of foundation : Type of Foundation A.2.b (local concrete foundation ) Type of Foundation: Type of Foundation:

B.2.a.(Concrete bored pile ) B.2.a ( concrete bored pile) A.2.b ( Concrete local foundation) a max Notes : C.1.c ( Concrete pile without Notes : Notes : Notes : 1) There should be an interconnection between sloof and foundation mandrel ) 1) There should be an interconnection between sloof and foundation 1) Pile must function as an 1) There should be an interconnection between sloof 0.25 g by giving anchor. Notes : by giving anchor. extension and compression pile and foundation by dengan pemberian anchor.

2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles 1) Pile must function as an

2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles 2) Pile must be able to receive

2) The surrounding area of foundation must rest on sgradation and of rough particles

extension and compression pile horizontal and vertical force

3) Dimention of foundation must be calculated by bearing capacity 2) Pile must be able to receive 3) Dimention of foundation must be calculated by bearing capacity 3) Dimention and the depth of foundation must be calculated based on prevailing rules 3) Dimention of foundation must be calculated by bear

according to the standard of mechanical theory of the soil . horizontal and vertical force according to the standard of mechanical theory of the soil . according to the standard of mechanical theory of th

4) The depth of the bottom of foundation (D) min = 1,5 m and the 3) Dimention and the depth of foundation must be calculated based on prevailing rules 4) The depth of the bottom of foundation (D) min = .0,7 m and the



5) As for the very soft dan soft condition, the soil Must be conducted first 3 Zone 6 Foundation type of A.1.b ( continous concrete foundaiton) Foundation type : Type foundation of A.1.b ( concrete foundation ) Type of Foundation : Type of Foundation: A.1.b (Concrete Continoius Found Notes : C.1.b ( Concrete bored pile ) Notes : C.1.e. ( Profile steel pile with concrete) A.1.b ( concrete continous foundation) 1) There should be an interconnection between sloof and foundation C.2.a. ( Concrete bored pile ) 1) There should be an interconnection between sloof and foundation Notes : a max by giving anchor. Notes : by giving anchor. Notes : 1) There should be an interconnection between sloof a

0.30 g 2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles 1) Pile must function as an

2) The surrounding area of foundation must rest on sand which has good gradation and of rough particles 1) Pile must function as an by giving anchor.

extension and compression pile extension and compression pile 2) The surrounding area of foundation must rest on sgradation and of rough particles

3) Dimention of foundation must be calculated by bearing capacity 2) Pile must be able to receive 3) Dimention of foundation must be calculated by bearing capacity 2) Pile must be able to receive according to the standard of mechanical theory of the soil . horizontal and vertical force according to the standard of mechanical theory of the soil . horizontal and vertical force 3) Dimension of foundation must be calculated by bear

4) The depth of the bottom of foundation (D) min = 1,5 m and the 3) Dimension and the depth of foundation must be calculated based on prevailing rules 4) The depth of the bottom of foundation (D) min = .0,7 m and the

3) Dimention and the depth of foundation must be calculated based on prevailing rules according to the standard of mechanical theory of th



5) As for the very soft dan soft condition, the soil Must be conducted first


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam Table of the type of substructure foundation





STRUCTURE REQUIREMENTS

QUAKE ZONE 6DWELLING HOUSE STRUCTURE (Non Engineering Building Structures)

Z O N E 6 6.1 6.2 6.3

EL < 5 M EL 5 - 15 M EL > 15 M NO. DESCRIPTION

R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General requirements Making of dwelling house structure may directly be done by building owner or with the help of experts in structure areas 2 Floor numbers Maximum 1 floor 3 Type of houses Stage with h ≤ 0,3 m Not stage Stage with h ≤ 0,3 m Not stage Not stage 4 Foundation Foundation Continous foundation continous continous5 Sloof wood 6/12 concrete/150x200/ 4Ø12/Ø8-150 Wood 6/12 Concrete/150x200/ 4Ø12/Ø8-150 concrete/150x200/ 4Ø12/Ø8-151 6 Floor Plywood 5/20 Concrete rebate Plywood 5/20 concrete rebate Concrete rebate 7 System of main structure Wood frame Concrete frame Wood frame Concrete frame Concrete frame 8 Main column Wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 Wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 Concrete/150x150/ 4Ø12/Ø8-1509 Infilled Wall Plywood 2/20 Brick Plywood 2/20 Brick Brick 10 Ring balk Wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 Wood 6/12 concrete/150x150/ 4Ø12/Ø8-150 Concrete/150x150/ 4Ø12/Ø8-15011 Floor beam Must be installed in every aperture 12 Lateral Bracing System Diagonal bar, skoor

(wood 5/10) Bracing column (for an area of 6 m2) Diagonal bar, skoor (wood 5/10) Bracing column (for an area of 6 m2) Bracing column (for an area of 6 m2)

13 Roof structure Wood frame 14 Angina fastening wood 5/10 can be installed Wood 5/10 Can be installed Wood 5/10 Can be installed 15 Roof covering Asbestos cement board will be ideal 16 Connection system rigid 17 Connection between

building materials nails, pen, anchor anchor and reinforcement anchoring nails, pen, anchor Anchor and reinforcement anchoring Anchor and reinforcement anchoring

18 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 19 Concrete Composition Minimal 1 pc: 2 ps:3 kr: 1/2 air 20 Composition of Mortar Minimal 1 pc: 3 ps 21 Class of Wood Strength Minimal class III

Note : Bracing column is made similar to main column Floor beam is made similar to ring balk

Concrete/150x150/4Ø10/Ø8-150 = 150x150 mm2/main reinforcement/crossbeam 1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam STRUCTURE REQUIREMENTS


Z O N E 5 5.1 5.2 5.3


R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General requirements Making of dwelling house structure may directly be done by building owner or with the help of experts in structure areas 2 Floor numbers Maximum 1 floor 3 Type of house

Stage with n h ≤ 0,3 m Not stage Stage with h ≤ 0,3 m Not stage Not stage

4 Foundation

foundation continous Foundation Menerus continous 5 Sloof Wood 6/12 concrete/150x200/ 4Ø12/Ø8-150 Wood 6/12 concrete/150x200/ 4Ø12/Ø8-150 Concrete/150x200/ 4Ø12/Ø8-151 6 Floor Plywood 5/20 Concrete rebate Plywood 5/20 concrete rebate Concrete rebate 7 System of main structure

Wood frame Concrete frame Wood frame Concrete frame Concrete frame

8 Main column

wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 concrete/150x150/ 4Ø12/Ø8-1509 Infilled wall

Plywood 2/20 Coal Plywood 2/20

Brick Coal

10 Ring balk wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 Wood 6/12 Concrete/150x150/ 4Ø12/Ø8-150 Concrete/150x150/ 4Ø12/Ø8-15011 Floor beam Must be installed in every aperture 12 Lateral Bracing System Diagonal bar, skoor


13 Roof structure Wood frame 14 Angina fastening

wood 5/10 Can be installed Wood 5/10 can be installed wood 5/10 May be insetalled

15 Roof covering Asbestos cement board will be ideal 16 Connection system rigid 17 Connection between

building materials nails, pen, anchor Anchor and reinforcement anchoring nails, pen, anchor Anchor and reinforcement anchoring Anchor and reinforcement anchoring

18 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 19 Concrete composition Minimal 1 pc: 2 ps:3 kr: 1/2 air 20 Composition of Mortar Minimal 1 pc: 3 ps 21 Class of wood strength Min class III

Notes : Bracing column is made similar to main column Floor beam is made similar to ring balk Concrete/150x150/4Ø10/Ø8-150 = 150x150 mm2/main reinforcement/crossbeam 1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures




Z O N A 4 4.1 4.2 4.3


R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General requirements Making of dwelling house structure may directly be done by building owner or with the help of experts in structure areas 2 Floor numbers maximum 1 floor 3 Type of house Stage with h ≤ 0,6 m Not stage Stage with h ≤ 0,6 m Not stage Not stage 4 Foundation foundation continous foundation continous continous5 Sloof Wood 6/12 concrete/150x200/ 4Ø12/Ø8-150 wood 6/12 concrete/150x200/ 4Ø12/Ø8-150 Concrete/150x200/ 4Ø12/Ø8-151 6 Floor Plywood 5/20 Concrete rebate plywood 5/20 Concrete rebate Concrete rebate 7 System of main structure Wood frame Concrete frame Wood frame Concrete frame Concrete frame 8 Main column Wood 6/12 concrete/150x150/ 4Ø12/Ø8-150 Wood 6/12 concrete/150x150/ 4Ø12/Ø8-150 Concrete/150x150/ 4Ø12/Ø8-150 9 Infilled Wall plywood 2/20 coal Plywood 2/20 bricks Coal 10 Ring balk Wood 6/12 concrete/150x150/ 4Ø12/Ø8-150 wood 6/12 concrete/150x150/ 4Ø12/Ø8-150 Concrete/150x150/ 4Ø12/Ø8-150 11 Floor beam Must be installed in every aperture 12 Lateral Bracing System Diagonal bar, skoor


13 Roof structure Wood frame 14 Angina fastening wood 5/10 can be installed wood 5/10 Can be installed wood 5/10 Can be installed 15 Roof cover Asbestos cement board will be ideal 16 Connection system rigid 17 Connection between

building materials nail, pen, anchor anchor and reinforcement anchoring nail, pen, anchor Anchor and reinforcement anchoring anchor and reinforcement anchoring

18 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 19 Concrete composition Minimal 1 pc: 2 ps:3 kr: 1/2 air 20 Composition of Mortar Minimal 1 pc: 3 ps 21 Class of wood strength Min class III

Note : Bracing column is made similar to main column Floor beam is made similar to ring balk Concrete/150x150/4Ø10/Ø8-150 = 150x150 mm2/main reinforcement/crossbeam 1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures




Z O N A 3 3.1 3.2 3.3


R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General requirements Making of dwelling house structure may directly be done by building owner or with the help of experts in structure areas 2 Number of floors Maximum 1 floor 3 Type of house Stage with > 0,6 m Not stage Stage with > 0,6 m Not stage Not stage 4 Foundation Foundation continous foundation continous Continous5 Sloof Wood 6/12 concrete/150x200/ 4Ø10/Ø8-150 wood 6/12 concrete/150x200/ 4Ø10/Ø8-150 concrete/150x200/ 4Ø10/Ø8-150 6 Floor Plywood 5/20 concrete rebate Plywood 5/20 concrete rebate concrete rebate 7 System of main structure Wood frame Concrete frame Wood frame concrete frame concrete frame 8 Main column Wood 6/12 concrete/150x150/ 4Ø10/Ø8-150 Wood 6/12 concrete/150x150/ 4Ø10/Ø8-150 concrete/150x150/ 4Ø10/Ø8-150 9 Infilled wall Plywood 2/20 Brick Plywood 2/20 brick coal 10 Ring balk Wood 6/12 concrete/150x150/ 4Ø10/Ø8-150 Wood 6/12 concrete/150x150/ 4Ø10/Ø8-150 concrete/150x150/ 4Ø10/Ø8-150 11 Floor beam Must be installed in every aperture 12 Lateral Bracing System Diagonal bar, skoor

(wood 5/10) Bracing column (for an area of 12 m2) Diagonal bar, skoor (wood 5/10) Bracing column (for an area of 12 m2) bracing column (for an area of 12 m2)

13 Roof structure wood frame 14 Angina fastening wood 5/10 Can be installed wood 5/10 can be installed wood 5/10 Can be installed 15 Roof covering Asbestos cement board will be ideal 16 Connection system rigid 17 Connection between

building materials nail, pen, anchor Anchor, reinforcement anchoring nail, pen, anchor Anchor reinforcement anchoring Anchor reinforcement anchoring

18 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 19 Concrete composition Minimal 1 pc: 2 ps:3 kr: 1/2 water 20 Composition of Mortar Minimal 1 pc: 3 ps 21 Class of Wood Strength Min class III

Note : Bracing column is made similar to main column Floor beam is made similar to ring balk Concrete/150x150/4Ø10/Ø8-150 = 150x150 mm2/main reinforcement/crossbeam 1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures



QUAKE ZONE 6 BUILDING STRUCTURE (Engineering Building Structures)

Q U A K E Z O N E 6 6.1 6.2 6.3


R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General Requirements The construction of building structure must be undertaken with the help of experts in structure field 2 Number of Floors ≥ 1 3 Type of BG Not stage 4 Lay-out BG Axis Axis is longitudinal,

vertical to shoreline Axis direction is optional Axis is longitudinal, vertical to shoreline Axis direction is optional Axis is longitudinal,

vertical to shoreline Axis direction is optional

5 Fundamental natural vibration time < 0.15 x number of floors

6 Foundation Plate, bored pile, piling 7 Sloof Concrete (hb ≥ lb/16) 8 System of main structure Concrete frame Concrete frame, steel frame Concete frame Concrete frame, steel frame Concrete frame Concrete frame, steel frame 9 Column Kk > Kb, concrete (min

250x250), round-shape is better

Kk > Kb, concrete (min 250x250), steel Kk > Kb, concrete (min




Kk > Kb, concrete (min 250x250), steel

10 Beam Concrete (hb ≥ lb/12, bb≥ 250)

Concrete (hb ≥ lb/12, bb≥ 250)

concrete (hb ≥ lb/12, bb≥ 250) Concrete (hb ≥ lb/12,bb≥ 250), steel concrete (hb ≥ lb/12,bb≥ 250), steel concrete (hb ≥ lb/12,bb≥ 250), steel

11 Beam column joint Have sufficient restraints and able to absorb dissipation energy 12 Floor Beam Must be installed in every aperture 13 Floor Concrete plate h ≥ 100 mm 14 Wall-bracing system Bracing column (for an area of 6 m2) 15 Infilled wall Bricks 16 Connection among building

elements bolt, welding, anchor and reinforcement anchoring

17 Connection system rigid 18 Roof structure Wooden frame, steel frame 19 Angina fastening Wood, steel can be installed Wood, steel cant be installed Wood, steel can be installed 20 Roof covering Asbestos cement board will be ideal 21 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 22 Quality of concrete Must be with Mixed design and quality of fc' > 20 MPa 23 Main reinforcement Screw threat is preferred (deform) 24 Quality of steel Minimal 360 MPa 25 Class of wood strength Minimal class III

Note : Bracing column is made similar to main column = concrete/150x150/4Ø12/Ø8-150 = 150x150 mm2/main reinforcement/crossbeam lb = beam span

Kb = beam rigidity = (1/12 bb hb

3)/lb(1/12 bk hk

3)/lk Kk = column rigidity = hb = beam height bb = beam width

Dimension of steel profile and concrete reinforcement depends on the result of structure analysis

1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures For Zone R < 5 KM, it is advised that the main structure uses concrete structure. Steel structure is allowed but must be protected from corrosion risk




QUAKE ZONE 5 BUILDING STRUCTURE (Engineering Building Structures)

Q U A K E Z O N E 5 5.1 5.2 5.3



vertical to shoreline Axis direction is optional frame Axis direction is optional frame Axis direction is optional


6 Foundation Plate, bored pile, tiang pancang 7 Sloof Concrete (hb ≥ lb/16) 8 System of main structure Concrete frame Concrete frame, steel frame Concrete frame Concrete frame, steel frame Concrete frame Concrete frame, steel frame 9 Column Kk > Kb, Concrete (min


Kk > Kb, Concrete (min 250x250), steel Kk > Kb, concrete (min

250x250), round shape is better


250x250), round shape is better

Kk > Kb, concrete (min 250x250), steel

10 Beam Concrete (hb ≥ lb/12, bb≥ 250) Concrete (hb ≥ lb/12,bb≥ 250), steel Concrete (hb ≥ lb/12, bb≥

250) concrete (hb ≥ lb/12,bb≥ 250), steel concrete (hb ≥ lb/12, bb≥ 250) concrete (hb ≥ lb/12,bb≥ 250), steel

11 Beam column joint Have sufficient restraints and able to absorb dissipation energy 12 Floor Beam Must be installed in every aperture 13 Floor Concrete plate ≥ 100 mm 14 Wall-bracing system Bracing column (for an area of 6 m2) 15 Infilled wall Bricks 16 Connection among building


17 Connection system rigid 18 Roof Structure Wood frame, steel frame 19 Angina fastening Wood, steel Can be installed Woood, steel Can be installed Wood, steel Can be installed 20 Roof covering Cement-asbestos board will be ideal 21 Type of cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 22 Quality of concrete Must be with Mixed design and quality of fc' > 20 MPa 23 TMain reinforcemen Screw threat is preferred (deform) 24 Quality of steel Minimal 360 MPa 25 Class of wood strength Minimal class III



3)/lb Kk = column rigidity = (1/12 bk hk

3)/lk hb = height of beam bb = width of beam


1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures For Zone R < 5 KM, it is advised that the main structure uses concrete structure. Steel structure is allowed but must be protected from corrosion risk




QUAKE ZONE 4

BUILDING STRUCTURE (Engineering Building Structures)

Q U A K E Z O N E 4 4.1 4.2 4.3

EL < 5 M EL 5 - 15 M EL > 15 M NO. DESCRIPTIONS

R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM R < 5 KM 5 < R < 20 KM R > 20 KM 1 General requirements The construction of building structure must be undertaken with the help of experts in structure field 2 Number of floors ≥ 1 3 Type of BG Not stage 4 Lay-out BG Axis Axis is longitudinal,

vertical to shoreline Axis direction is optional Axis is longitudinal, vertical to shoreline Axis direction is optional Axis is longitudinal,



6 Foundation Plat, bored pile, tiang pancang 7 Sloof Concrete (hb ≥ lb/16) 8 System of Main Structure Concrete frame frame, steel frame Concrete frame Concrete frame, Axis direction is optional Concrete frame Concrete frame, Axis direction is optional 9 Column Kk > Kb, Concrete (min


Kk > Kb, Concrete (min 250x250), steel Kk > Kb, Concrete (min


Kk > Kb, Concrete (min 250x250), steel Kk > Kb, Concrete (min


Kk > Kb, Concrete (min 250x250), steel


250) Concrete (hb ≥ lb/12,bb≥ 250), steel Concrete (hb ≥ lb/12, bb≥ 250) Concrete (hb ≥ lb/12,bb≥ 250), steel

11 Beam column joint Have sufficient control and can absorb dissipation energy 12 Floor Beam Must be installed in every aperture 13 Floor Concrete plate ≥ 100 mm 14 Wall bracing system Bracing column ((for an area of 9 m2) 15 Infilled wall Bricks 16 Connection among building


17 Connection system rigid 18 Roof Structure Wood frame, steel frame 19 Angina fastening Wood, steel Can be installed Wood, steel Can be installed Wood, steel Can be installed 20 Roof covering Cement-asbestos board will be ideal 21 Type of Cement PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 22 Quality of Concrete Must be with Mixed design and quality of fc' > 20 MPa 23 Main Reinforcement Screw threat is preferred (deform) 24 Quality of Steel Minimal 360 MPa 25 Class of wood stength Minimal class III



3)/lb Kk = rigidity of column (1/12 bk hk



1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures For zone of R < 5 KM, it is advised that the main structure uses concrete structure. Steel structure is allowed yet should be protected from corrosion risk


QUAKE ZONE 3



BUILDING (Engineering Building Structures) Q U A K E Z O N E 3

3.1 3.2 3.3 EL < 5 M EL 5 - 15 M EL > 15 M

NO. DESCRIPTION


vertical to shoreline Axis is longitudinal, vertical to shoreline Axis direction is optional Axis is longitudinal,



6 Foundation Plat, bored pile, tiang pancang 7 Sloof Concrete (hb ≥ lb/16) 8 System of Main Structure Concrete Frame Concrete frame, steel frame Concrete frame Concrete frame, steel frame Concrete frame Concrete frame, steel frame 9 Column Kk > Kb, concete (min




Kk > Kb, concrete (min 250x250), steel Kk > Kb, Concrete (min


Kk > Kb, Concrete (min 250x250), steel


250) Concrete (hb ≥ lb/12,bb≥ 250), steel Concrete (hb ≥ lb/12, bb≥ 250) Concrete (hb ≥ lb/12,bb≥ 250), steel

11 Beam column joint Have sufficient control and can absorb dissipation energy 12 Floor Beam Must be installed in every aperture 13 Floor Concrete plate ≥ 100 mm 14 Wall bracing system Bracing system ((for an area of 12 m2) 15 Infilled wall Bricks 16 Connection among building


17 Connection system rigid 18 Roof Structure Wood frame, steel frame 19 Angina fastening Wood, steel can be installed Wood , steel Can be installed Wood , steel Can be installed 20 Roof covering Cement-asbestos board will be ideal 21 Cement Type PPC/Type V Type I PPC/Type V Type I PPC/Type V Type I 22 Quality of Concrete Must be with Mixed design and quality of fc' > 20 MPa 23 Main Reinforcement Screw threat is preferred (deform) 24 Quality of Steel Minimal 360 MPa 25 Class of Wood Strength Min kls III


Kb = rigidity of beam = (1/12 bb hb

3)/lb Kk = rigidity of column = (1/12 bk hk



1 floor building with span (distance of one column to the others which are quite huge) is categorized as engineering building structures

For zone of R < 5 KM, it is advised that the main structure uses concrete structure. Steel structure is allowed but yet it must be protected from corrosition risk NO. DESCRIPTION REQUIREMENTS DETAILS


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam 2.1.2. PROTECTION AGAINST FIRE RISK

1. Passive Protection System 1. Flame-Resistant and Stability

Building Structure (BG) should a. structurally stable during fire b. equipped with faciliites/infrastructure of fire

protection/prevention c. have parts/elements which will maintain the

structural stability d. protected from the spread of fire and smoke e. use building material and component which has

resistance of fire spread f. save it from the collapse of exterior walls, which

is the panel g. have building elements which can help save the

utility equipments from the spread of fire h. have building elements which can avoid the

spread of fire, thus allow emergency equipments to continue operation

i. have fire protection for every element of structure installed or provided to prevent the spread of fire in the aperture, connections, places of structure penetration for utilities

j. have access to and around the building

• Should comply with the Ministry of Public Works Ministerial Decree No. 10/KPTS/2000 on technical provisions of fire risks in building structure and environment and Procedure of the Planning of Passive Protective System for the Prevention of Fire Risk in Building Structure (SNI 03-1736-2000).

2. Type of Flame-Resistant Construction a. Type A

b. Type B c. Type C

• Structurally towards the fire in building of 2 (two) hours minimal • Structurally towards fire in building of 1 (one) hour minimal • Not intended to be fire retardant • Detailed specifications of the three types of construction above can be seen in Technical Requirements for the

Protection against Fire Risk inBuilding Structure and Environment chapter IV article 2.4 (Ministry of Public Works Ministerial Decree Number 10/KPTS/2000).

3. Required Type of Construction • Depends on the height (number of floors) and class of buildings • Should be in accordance with : Ministry of Public Works Ministerial Decree Number 10/KPTS/2000 No.

10/KPTS/2000 on Technical Requirements for the Protection against Fire Risk in Building Structure and Environment.

4. Compartmentalization and Separation a. Compartment size

b. Imposition c. General Limitation of Floor Area d. Isolated Big Structures e. Demand for open space and access road for

vehicle f. Separation g. Stairs and elevator in one shaft h. General corridor in Class 2 and 3 buildings

• Should be in accordance with : Ministry of Public Works Ministerial Decree No. 10/KPTS/2000 on Technical Requirements for the Protection against Fire Risk in Building Structure and Environment.

5. Open Protection a. Must be protected and given fire penyetop api

b. Vertikal gap must be closed c. Protective means and equipment must meet

requirements and be proven through testing d. Opening structure in exterior walls e. Separation of aperture in fire compartemen f. Protective Method allowed

• Should be in accordance with Ministry of Public Works Ministerial Decree No. 10/KPTS/2000 on Technical Requirements for the Protection against Fire Risk Building Structure and Environment.



NO. DESCRIPTION REQUIREMENTS DETAILS 6. Checking, Testing, and Maintenance • Should be in accordance with the Ministy of Public Works Ministerial Decree No. 10/KPTS/2000 on Technical

Requirements for the Protection against Fire Risk in Building Structure and Environment.

2. Active Protection Sytem 1. Fire System in the Form of Plumbing System and Light Fire Tools

a. Fire Hydrants

• Length of tube is 30 meter minimal. For building hydrants with the size of rubber hose of 1½ inch or less, installed inside the building for extinguishing fire by the dwellers

• Building equipped with hydrants must have trained personnel (dwellers) to cope with fire in the building. • Source of water for hydrants must be obtained from reliable sources, and able to provide pressure and flow

needed in at least 30 minutes in accordanc with the Indonesian National Standard SNI 03-1745. • Hydrants for Housing Environment, Trading, Industry and Mixture: The environment must be planned in a

way so that water source like environment hydrant, well for fire protection or water reservoir and etc. which make it easy for the fire department to use it, so that every house and building can be reached by flow of water from the fire fighters from the secondary road.

• Every part from the course for the access of fire engine in the building area must be in a distance that is free from obstacles as long as 50 m from the city’s hydrants. If the city’s hydrant is not available, then yard hydrants must be provided.

• Should be in accordance with : Ministerial Decree of Public Works No. 10/KPTS/2000 on Technical Requirements for the Protection against Fire Risk inBangunan Gedung and Environment.

• Meet the standard of the latest edition of SNI 03-1745 on Procedure of Hydrant System Implementation to Prevent Fire Risk in the buildings of houses and Gedung.

b. Hose Reel c. Sprinkler System d. Pipes

• Rationed water for the system must have sufficient pressure in reaching the farthest point of head installation, which is between 0,5 and 2,0 kg/cm2.

• The water used may not contain strand or other materials which can disturb the work. The use of brine is not allowed, unless if there is no other water supply when the fire occurs. It must rinsed with clean water.

• The flow of rationed water source should be adequate so as to channel water at least (40-200) liter/minute each person according to the type and level of fire.

• Outlet pipe for sprinkler system may not be connected to other system except : city’s network if the capacity and pressure are sufficient; and gravitation tank and pressure tank meets the SNI-3989.

• Placement of sprinkler head : shall be based on maximum scope area of each sprinkler head in a row and the maximum distance of the rows that are close. The maximum scope shall be adjusted to the level of fire risk, in accordance with the SNI-3989.

• Components of Sprinker System: Specifications and standard of pipe must be those of : • Concrete pipe : • Galvanized steel pipe (white pipe) • Cast-iron pipe with flange • Cast-iron pipe with mof • Copper pipe with minimum standard of medium class .

Pipe size and hydrolic calculation is in accordance with the SNI-3989. Pipe Protection : Pipes must be prevented from corrosion and earthquake according to the SNI-3989.

• System must meet the standard of automatic designing and installation in line with applicable technical standard, which is SNI-3989 on Installation of Automatic Sprinkler.

• Should meet : the requirement and standardization that prevail from National Fire Protection Association (NFPA), Indonesian Industry Standard (SII), PUIL, American Standard For Testing Material (ASTM), and SNI-1745.

e. Portable Fire Extinguisher (PAR) • PAR system must be in accordance with the SNI-3987. 2. System of Fire Detection and Alarm

d. Automatic System of Fire Detection and Alarm

e. Specification of system of fire detection and Alarm

c. Placement of Smoke Detecting Device

• Must comply with prevailing technical standard, last edition SNI-3985 and SNI 03-3986 on Installation of Automatic Fire Alarm

• Must comply with Ministry of Public Works Minesterial Decree on the Prevention and Coping with Fire in Building Structure; the Indonesian Building Construction Standard (SKBI) issued by the Department of Public Works; PUIL 2000;

• Must follow the book “Guidelines in Installation of Detection System and Fire Alarm in House and Building Structure” which is issued by the Department of Public Works.



3. Fire Smoke Controlling • Fire controlling center must be equipped with the facilities of controlling device, control panel, telephone, furniture, equipments and other facilities needed in the handling of fire condition;

• Fire Controlling Centre Room in building structure of which the effective height is no more than 50 meters must be a separate room that:

a. Covering construction is made of concrete and the like which have adequate solidity for the collapse caused by fire and with TKA value no less than 120/120/120;

b. coating and covering, wrapping and the like, must meet the fire safety requirements; c. Equipments such as utility, pipe, wind pipe and the likes which are not needed for the functioning of controllling

rooms may pass the rooms; d. Aperture in walls, floor or ceilings separating controlling room from rooom inside the buildings limited only for the

doors, ventilation and other apertures, which especially serve the function as the controlling room

• Should be in accordance with Ministerial Decree of Public Works No. 10/KPTS/2000 on Technical Requirements for the Protection against Fire Risk inBangunan Gedung and Environment.

• Checklist for checking, examining, and maintenance of the fire extinguisher system is in enclosure.



NO. DESCRIPTION REQUIREMENTS DETAILS . (Continued from No. 3 Fire Smoke Controlling) • Requirements for controlling room:

a. The floor area is no less than 10m2, and one of the length from the inside part is no less than 2.50 m; b. if only used to accomodate minimal equipments, the covering of clean floor shall be no less than 8 m2 from the total

area of the space in front the indicator panel is no less than 1.50 m2. c. If additional equipment is installed, the covering of clean floor of additional area is 2 m2 for every additional

equipment, the free space in front the indicator panel is no less than 1.50 m2 and space for every evacuation route from controlling room to the others must be provided as additional requirements (2) and (3) as above.

4. Fire Controlling Centre 5. Checking, Testing and Maintenance of Fire

Extinguisher System. • Shall meet : the prevailing technical standard,SNI-3985 and SNI 03-3986-last edition on installation of automatic

firer alarm. • Should be in accordance with the Ministry of Public Works Ministerial Decree on the Prevention and Coping with

Fire in Buiding Structure; Indonesian Standard of Structure Construction (SKBI) issued by the Ministry of Public Works; PUIL 2000;

• Should be in accordance with the book “Guideline in Installation of Detection System and Fire Alarm in House and Building Structure” issued by the Department of Public Works.

• Checklist for checking, testing and maintenance of the fire extinguisher systemis is enclosed.

2.1.3. LIGHTNING ROD INSTALLATION 1. 2. 3.

Lightning Rod Planning Lightning Rod Installation Checking and Maintenance

• Air Termination System : Arrangement of air termination system is adequare if the requirements in Table 1 SNI 03-7014 on General Principle of Building Protection from the Lightning.

• Conductor System : To reduce the possibility of dangerous sparks, conductor must be arranged in a way that from the lightning point to the earth:

a. there are some course of parallel currents; b. the length of current course is afforded to be as minimal as possible.

Conductor must be arranged in a way that it will be able to directly connect with air termination conductor. • Constructon of Conductor : Conductor cannot be installed in roof gutter or water pipe, even though it is

wrapped up with insulation material. It is recommended that the conductor is placed in a way that there will be a distance between the conductor and door or window. • Conductor must be installed straight and upright so as to form the shortest way quite directly to the earth. Circular

form must be avoided. If this is unlikely, the distance measured through the gap between two spots in conductor and the lengthlfrom conductor between the spots must meet 3.2 (Figure 1 SNI 03-7014 on General Principle of Protecting Building from Lightning).

• Should meet : the SNI-3990 on Procedures of Installation of Lightning Rod for Buildings and the SNI-3991 on Procedure of Installation of Ligthning Conductor.

• The matters that are not specified in the regulation above concerning either the calculation or equipment and installation, should refer to the recommendation from international board such as the IEC.

• Checklist for checking, examing, and maintenance of the installation of lightning rod in in the enclosure.


2.2. HEALTH 2.2.1. VENTILATION AND AIR

CONDITIONING

1. Ventilation Need • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 93 • Each building must have natural and mechanic ventilation. • Mechanic ventilation is required from certain building facilities which need protection from fresh air/atmosphere and pollution and other requirements. • Mechanic ventilation must meet the prevailing regulations

2. Natural ventilation • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 93 • Natural ventilation must consist of permanent aperture, window, door or other facilities which can be opened. • Number of aperture whose size is no less than 5 % from the total of room floor needed for ventilation. Ministry of Settlements and Regional Infrastructure Ministerial Decree No. 403/KPTS/M/2002

3. Artificial ventilation • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 95 • The placement of fans must make maximal air release possible and also enable the intake of air and the opposite • must be provided if natural ventilation which meets the requiremens is inadequate. • System of natural ventilation must work continously as long as the rooms are occupied. • For parking lot in basement which consists of more than one floor, the car exhaust gas of any floor may not disturb the clean water in other floors. • The amount of air change advised for many room functions in building must be in line with the local standard that prevails.



NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV 4. Air Conditioning • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 95

• If required, certain buildings can use air conditioning system which meet prevailing rules 5. Need of air conditioning • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 96

• Must consider the energy conservation effort, at least as stated in SK SNI on Procedures of Technical Planning in Energy Conservation in Building Structures. • Design of the air conditioning system must be developed so that the optimal use of energy can be achieved, by taking into account the selection of the material type for building cover, annual energy use, equipment selection, and initial

cost and the cost of energy use age. 6. Energy conservation • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 96

• Must follow the procedures as stated in SK SNI on Procedures of Technical Planning in Energy Conservation in Building Structures, and other technical standard that prevails. • Must pay heed to energy conservation efforts, at least as stated in the SK SNI on the Procedures of Technical Planning in Energy Conservation in Building Structures.. • Design of the air conditioning system must be developed so that the optimal use of energy can be achieved, by taking into account the selection of the material type for building cover, annual energy use, equipment selection, and initial

cost and the cost of energy use age. • Characteristics of building weights must be analyzed so as to enable the use of proper system and equipment with proper size which are chosen to have a good efficiency in full or half load.

7. Calculation of cooling load • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 96 • Should follow the procedure as stated in the SK SNI on Procedures of Technical Planning in Energy Conservation in Building Structures, and other technical standard which prevail.

2.2.2. LIGHTING 1. Lighting Need • In accordance Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 97 and SNI 03-6197-2000 on Energy

Conservation of Lighting System in Building Structures • Roads, parks and other outer places, including the areas in the open air where lighting is needed and connected to building power.

2. Artificial Lighting • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning pages 97-98 • Referring to the SNI on Procedure in Technical Planning of Energy Conservation in Building Structure. • Conservation of energy consumed • Standard of illumination level of each room • Planning of lighting system • Use of energy-saving lamps according to the need and consider the efforts for energy conservation in the building structure • Maximum capacity allowed for each type of building (PLN standard). • Capacity of artificial lighting outside the building

3. Natural Lighting • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 98 • Referring to SNI 2396 on Natural Lighting in the Daylight for Houses and Buildings • Utilization of optimal natural lighting in buildings is calculated based on the provisions which refer to General Guidelines of Healthy Simple House Ministry of Settlements and Regional Infrastructure Ministerial Decree No.

403/KPTS/M/2002 4. Control of Operation and Maintenance • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XII Ventilation and Air Conditioning page 99

• Controlling site must be easily accesible

NO. DESCRIPTION REQUIREMENTS DETAILS 2.2.3. SYSTEM OF CLEAN WATER SUPPLY

a. Source of clean water • Obtained individually or collectively. • Source of clean water for dwelling and non-dwelling house :

- water from Drinking Water Company (PAM), - dug well - drilled well - other sources

Clean water need for housing is 60-250 liter/person/day

- Meet the requirement of clean water quality - Clean water is available continually. - Other buildings are adjusted with the standard of clean water need prevails in Indonesia.

b. Quality of clean water

• Shall meet the quality requirements for clean water • Those that will be used as drinking water source shall meet the quality requirement for clean water quality

- Regulation of Minister of Health of the Republic of Indonesia Number 416/ MENKES/PER/ IX/ 1990

- Decision of Minister of Health of the RI Number 907/ MENKES/ VII/ 2002.

c. System of Clean Water Storage

• Building with clean water receiving system . • Function of clean water-storing tanks: storing clean water reserves • Planning and installation:

- To provide water with sufficient quantity and pressure,

- Does not disturb the structure of buildings

- easy operating and maintenance. • Tanks might be made of concrete, steel, fiberglass and wood. • Equipped with piping system and the equipments • Tanks with a capacity of more than 5 m3 must be designed in a way that it will not cause stagnant water.

- to ensure the continuity of water supply, - for the need of the dwellers, building equipping, handling of fire, and controlling of water pressure. - inlet pipe and outlet pipe, overflow pipe, drainpipe and ven pipe, examining hole (machole)



NO. DESCRIPTION REQUIREMENTS DETAILS d. Plumbing System of Clean Water • System of clean water plumbing is intended to provide clean water to the intended places with

sufficient number and pressure. • Planning and installation:

- Calculated based on standard, technical instruction and refer to NSPM Kimpraswil No. Pt T 21-2000-C

• Pipe used might be : PVC, PE (poli-etilena), galvanized iron, or copper, • Plumbing equipments:

- Number and type and equipment are adjusted with the need and the use.

- planned and installed so that it will fulfill the aspects of cleanliness, health and comfort for building dwellers.

- Equipped with equipment to prevent contamination.

Pipe requirements: - able to resist pressure at least 2 times of working pressure, - does not contain toxic substance

- as a device which channel clean water to the places which can cause pollution - back flow prevention valveor vacuum breaker

e. Pump Usage • Types and pump motor: - Adjusted with the characteristics of

pumps needed - has a maximal efficiency

• Installation of pump: - in locations which are easy for its

operating and maintenance - equipped with shock absorber

• Pump must be equipped with: - Pressure gauge - back water prevention valve

- Installed in pump bearing, and in pump's intake and outlet pipes - installed in outlet pipe and at the end of the pump's intake pipe

f. System of Hot Water Supply • System of hot water supply: - Installation which provides hot water - using clean water source heated using water heater (local or central)

• For the supplyling of hot water centrally, water is distributed through pipes to the location of plumbing equipments which needs hot water.

• Procedure of the designing of hot water pipes must follow the prevailing plumbing guidelines.

g. System of Clean Water Distribution • System of clean water distribution: - piping system which can supply clean water from PAM to customers. - Planned based on the need of customers

• Customer connection: - diameter of pipe connection from city's

distribution pipe network is adjusted with the class of building. - should be equipped with water meter.

• Pipe distribution: - made of PVC, PE, galvanic, or other

material which can resist water pressure. - Pipe should be given protection

- Customers can enjoy the service of clean water with sufficient amount and pressure. - if pipe is planted under the road or location which receives weight

h. Checking, Testing, and Maintenance • Cheking and testing is conducted to find out the quality of water source used as clean water. • Every time distribution pipe installed, pump and plumbing equipment must be tested • Checking for the maintenance of clean water plumbing system :

1) Water quality controlling : checking of the content of chlorine residue checking of water quality

2) Checking of water tanks (lower and upper water tanks) 3) Checking of piping system 4) Tank cleaning

- to ensure water quality - to ensure that the installation has been done well and the equipment works well

- Once a week - content of chlorine residue must be above 0.1 ppm free chlorine, and above

0.4 ppm chlorine as a whole - once in every six months - once in a year - done by trained workers

2.2.4. WASTEWATER DISPOSAL SYSTEM a. Source of wastewater

• Wastewater from dwelling and non-dwelling house come from the daily

activities. • Wastewater containing toxic and hazardous materials may not be combined

with waste as in aforementioned point.


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam b. System of Wastewater Plumbing

• Any building which produce wastewater must be provided with wastewater plumbing • Plumbing system of wastewater in buildings must be equipped with ven pipe • Discharge pipe :

- diameter must be made as economical as possible based on capacity and waste matter that flow. - Selection of materials and installation: adjusted with its usage and the nature of liquid that will flow - Provided with oil and grease traps - Provided with sufficient air empty space to prevent possible contamination.

- to neutralize air pressure in the pipes. - for discharge pipe which receive waste matters containing oil or grease - for discharge pipe from plumbing equipment used for storing or processing food, steril drink, and/or other

similar substance



NO. DESCRIPTION REQUIREMENTS DETAILS c. Disposal and Processing of Wastewater

• All wastewater must be processed before it is disposed of city's communal wastewater conduits or carried to

communal wastewater processing places if there is any. • Disposal system must be equipped with smell trap • Processing is conducted in waterproof septic tank and equipped with absorbing well. • Wastewater containing hazardous and poisonous waste matter, and radioactive elements, must be specifically

handled, according to prevailing regulations in Indonesia.

In accordance with the SNI 03-6379-2000. - Unless there is city’s communal wastewater conduit - Distance of septic tank and absorption from the source of clean water is 10 meter minimal. - Site of septic tank might be in the front or back of the house, depends on the ease of

flowing from bath room/elevator by taking into account the minimum distance from clean water source around the settlement environment. Further details about the layout can be seen in enclosure 4.

- Procedures of the planning of septic tank and absorption refer to the SNI-03-6379-2000 - For areas with shallow water table (less than 1 m), septic tank is made higher and

absorption is made to flow horizontally.

d. Wastewater Channeling System • Wastewater channeling system is a piping network which channels wastewater from dwelling or non-dwelling house to wastewater processing installation.

• Chanelling system ; - Designed to be able to channel wastewater smoothly and do not cause bad odor - Using closed channel and certain tilt - If this gravitation way cannot be done, pumping system can be used - Flow capacity is adjusted to the amount of wastewater produced by the dwellers of

dwelling and non-dwelling house. • Pipe materials are PVC, PE, concrete, or other materials

- to be able to channel the wastewater by gravitation - pump which is specifically used for wastewater is choosen - requirement for materials: strong and not easily affected with corrosion and heat-resistant

e. Checking, Testing and Maintenance • Checking and testing are conducted on the system of plumbing, disposal, processing, and chanelling of wastewater

• Checking for the maintenance of waste water disposal system includes: 1) sump pit

2) Checking of disposal pipe system

3) Checking of van pipe system

4) Engine checkings

5) Cleaning of sump pit:

- Include checking : interior parts (stains in the walls, electric switch, and etc), there is floating dirt,

sedimentation, height of water surface, possibility of gas or steam leakage - cleaned once every six months - including checking and testing: ventilation holes, smoothness of flow, leakage and rust prevention, pipe tilt,

pipe hanger - checking and cleaning of the head of ven stand pipe - cheking of pipe hanger - checking of draining pump of sump pit, includes: the operational condition (pressure, electric current and

voltage, noise and others, insulated axis and coupling, leakage and rust prevention) - done once in every six months - Important things need to be taken into consideration during the activity of tub cleaning: adequate

ventilation and lighting, checking for tub cleanlines, water-proof layer, leakage of walls and bottom of basin, checking and maintenance of pumps (if any), archiving

2.2.5. RAINWATER CHANNELING SYSTEM a. Equipe

ment in Building • Any building and yard must be provided with rain water channeling system • Rain water must be channeled to absorbing wells except in areas with unlikely condition (for example: high ground

water, landslide prone areas, clay) may be siphoned to the network of city's communal in accordance with prevailing regulations.

• If the city's public network or other acceptable is not available yet or because of other acceptable reasons, then other ways approved by the authority must be sought.

b. Equipment around the Building Structure

• Both sides of the road must be provided with drainage/sewer • This drainage is a part of a bigger drainage system or drainage-collecting rivers • Dimension of each duct shall depend on the service areas • The drainage must be planned in a way that the function of drainage facility as container,

distribution, and disposal shall be efficient and effective • Selection of dimension and facility of drainage must take into account economic and

security factor • The planning of this drainage is not included for areal drainage system, yet it must be

taken into account in the planning especially the place for the water that flow out • Drainage sewer includes the following things:

(1) Lying across the road which functions to receive water from gutter on the sides of the buildings and dispose ot it; (2) Must be big enough in order to be able to let maximum water debit flow from catchment areas efficiently; (3) Must be made with permanent type



NO. DESCRIPTION REQUIREMENTS DETAILS

2.2.6. GARBAGE PROCESSING SYSTEM a. Garbage Pile

• Source of settlement garbage comes from : housing, store/shophouse, markets, schools, worship place, roads, hotel, other restaurants and public facilities

• Amoung of garbage pile is calculated based on : number of people in a settlement areas or based on components of activities being carried out.

• Criteria of the the amount of garbage pile in dwelling house is 2.1 L/person/day, while for non-dwelling house is 24 L/unit/day.

b. Container System • Any new building or building enlargement must be provided with container or temporary garbage storage.

• Capacity of garbage container or temporary garbage storage is calculated based on garbage pile-up and frequency of the frequency of garbage removal.

• Containers for organic and unorganic garbage are separated • Garbage containers owned by individuals are placed in front of the house or

in the back yard especially for the garbage from hotel and restaurants. • If the new building has an enough space of yard, then the garbage can be

buried in the yard area. • If the garbage container system is not available yet, then the flammable

garbage such as paper, plant remnants, wood and others can be burned.

- Collecting facilities or containers shall be adequate so as not to damage health and disturb comfort of the dwellers, people and surrounding areas.

- requirement for containers: made of waterproof materials, not easily damaged, have covering, lower price

or can be made by the people themselves and easy to carry. - Container materials: plastic, masonry or concrete. Requirements for garbages to be buried in settlement areas: - At a distance of > 10 m from the clean water or drinking water source. - Every day the dump must be covered with soil from the location of dump or

with other materials so as to protect it from animals and insects. - The volume of garbage dump shall be determined based on the amount of the

garbage pile, disposal frequency and the period of the use of the dump. Requirement for garbage burning: - Shall not cause air pollution problems. - Shall not disadvantage the surrounding environment and the health of the

surrounding people. - Shall not done in places near flammable areas such as forest and cogon grass

and far from flammable materials. - Done in areas with low density of population.

b. eduction Potential

• Recyclable garbage can be used again, do not throw it away to garbage container or temporary garabage storage.

• The garbage can be collected in a container which is separate from the garbage which will be disposed

Organic garbage can be transformed into compost

- Garbage that can be recycled such as used bottles, paper, newspring, cardboard, aluminium, cans, plastic container, and etc

- Container must be placed in dry location which is safe from the rain water - Referring to the TECHNICAL GUIDES IN THE PROCEDURES OF

INSTALLATION AND OPERATION OF HOUSEHOLDS AND COMMUNAL COMPOSTER NO: Pd-T-15-2003

c. Collection System • Garbage collection is handling activity: - Collecting garbage and remove it to particular terminal place, either by direct or indirect

transportation • Pattern of garbage collection :

- Direct collection pattern - Indirect collection pattern

-

a. Requirement for Conduit

• Conduit for rain water can be open and/or closed ones • If it is closed conduit, then in every alteration of flow direction a machole (examining hole) must be made • The tilt of the conduit must be made sufficiently • The conduit might be made of PVC, fiberglass, masonry, concrete, iron sheets, iron and steel.

- Holes are made with a distance of 25-100 m, adjusted with diameter of the duct and prevailing standard. - To be able to channel all rain water properly by gravitation so it can be free from puddle of

water - If it is unlikely to be conducted by gravitation, pumping system can be used

- Especially for iron sheet, iron and steel, they must coated with rustproof layer

b. Checking, Testing, and Maintenance • Maintenance of rain water system must be done periodically in order to prevent sedimentation and obstruction in the

conduit from occuring.



NO. DESCRIPTION REQUIREMENTS DETAILS • Direct collecting pattern, activity of picking the garbage from garbage source

and carry it immediately to garbage dump without having to go through transfer activity. • Indirect collection pattern is the activity of collecting garbage from each

garbage source, carried to lokasi pemindahan (temporary garbage dump) to be later carried to final garbage dump.

Requirements for technical operation : o Carried out if the topographic condition is wavy with a tilt of >15%. o The weight of garbage pile > 0,3 m3/day o Collected by using machine o Frequency of collection is done separately, organic garbage is

collected every day, maximal once in every 2 days, while the anorganic garbage is once in every 3 days. o Scheduling of the collection by institutions managing garbages in

settlement areas refer to the SNI 03-3242-1994. Requirements for technical operations: - For topographic condition which is relatively level, with an average tilt of <5%. - Means of non-engine transportation such as garbage cart, pedicab and others, with an average

volume of the means of transportation is between 1 and 2 m3. - The determination of temporary container refers to the SNI no 19-2454-2002 - Frequency of collection of the garbage is done separately, organic garbage is collected every,

maximal two once in every two days, unorganic garbage is collected once in every three days c.

oisonous and Dangerous Garbages

• Garbage is categorized as poisonous and hazardous tailing has been regulated in government regulation No. 18/1999 which is renewed with government regulation no 85 of 1999.

• Sources of B3 garbage in settlements come from households, industry and hospital activities. • This waste must not be directly thrown away into garbage containers, must be separated and

processed exclusively. • The procedures for the handling of B3 garbage in the regions refer to the Decison

03/BAPEDAL/09/1995

- Main characteristic of this garbage is that the waste is flammable, infectious, corrosive, and poisonous.

2.2.7. COMMUNAL SANITATION SYSTEM a. Public Hydrant

• Collective clean water procurement system is provided in settlement areas if it

is not available individually and served through public hydrants. • Designing of public hydrants/tap water is based on the need is that each tap

water can serve between 30 L/people/day and 50 L/people/day. • For water source from dug wells or hand-pumping water well, it must be

considered that each well must be able to serve 10 households

Facilities in public MCK (provided separately for men and women): Number of Rooms Number of

Users (people) Bathing Washing Toilet 10 – 20 2 1 2 21 – 40 2 2 2 41 – 80 2 3 4 81 – 100 2 4 4 101 – 120 4 5 4 121 – 160 4 5 6 161 – 200 4 6 6

b. Public MCK (bathing, washing, toilet)

• Public MCK (bathing, washing, toilet) is built in the settlements which are not provided with the facilitly of private MCK.

• Selection of public MCK should take into account the following: i. Easily accesible locations ii. can be built in narrow areas iii. there is water source, either from PAM or wells

• Plumbling system in public MCK follows the plumbing system of clean and waste water in this regulation. • Buildings of public MCK for men must be separated from MCK for women. • Procedure of the planning of public MCK buildings refers to the SNI 03-2399-2002

• Waste processing from public MCK is done by using septic tank, with a capacity determined according to the number

of MCK users.

- unless there is city’s communal drainage - Distance of septic tank and absorption from source of clean water is 10 meter minimal. - Procedure for the planning of septic tank and absorption refers to the SNI-03-6379-2000


NO

2.2.3.

2.3.

2.3.

2.3.

2.


Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam

DESCRIPTION ZONE I ZONE II ZONE III ZONE IV

3. COMFORT 1. AIR CIRCULATION a. In walls towards the setting of

temperature of the air and humidity of rooms

SNI 03-6390-2000 on Energy Conservation of Air Conditioning in Builidng Structure Size of aperture in walls • The size is no less thani 5% from the total of the total area of room floor

• Air change is needed for high temperature condition and humidity Direction of aperture • Walled yard with proper size .

• Open terrace, parking lot and the like • adjacent rooms

Height of aperture • Height of aperture is based on the standard of air change according to the type or function of the room or building • Should minimal need standard is met for air circulation then the excess can be utilized as passive cooling system which can be used as comfort support in buildings

Position of aperture • Position of aperture is based on the standard of air change according to the type or function of the room or building • Should minimal need standard is met for air circulation then the excess can be utilized as passive cooling system which can be used as comfort support in buildings

b. In roof Size of aperture in walls • The area of aperture is based on the calculation of the climate especially the direction and speed of the wind and characteristic of area and buildings (the dimention and function)

• An aperture in roof part must not alter the characteristics of the building structure Direction of aperture • Direction of aperture is based on the wind direction Position of aperture • Position of aperture is based on flow of wind direction

2. VIEW Placement and arrangement of natural

and artificial elements in parts of building or outer space for the purpose of protecting personal rights

• In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure • Placement and arrangement of natural and artificial elements in parts of building and its outer parts must be able to help orientation without disturbing the character of environment which will be created or maintained

Placement of aperture in parts of road intersection so that the users of the road can see each other before they arrive at the intersection

• In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure • Placement of aperture in parts of road intersection should have an orientation for the benefit of the road users, facilitating accesibility and do not disturb the view of vehicle circulation

3. NOISE Use of the types of materials and types of

wall layer to contain noise in building • In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XIV. Noise and Vibration page 100 • Standard of noise level for comfort and health must follow the regulation in prevailing technical standard.

Placement of natural and artificial elements to reduce/contain noise coming from the outside of building

• In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XIV Noise and Vibration page 100 • For effort or activity which require stricter standard of noise level than the provisions, then the standard of noise level for the effort or activity as required by the environmental impact analysis or determined by experts who

have proper certifications 4. VIBRATION

Use of material and building construction system to reduce vibration coming from other buildings and from the outside

• In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter XIV Noise and Vibration page 100 • The vibration level for the comfort and health must adopt the prevailing technical standard • For effort or activity which requires stricter standard of vibration level than the provision, then the standard of vibration level as required by the environmental impact analysis or determined by experts which have appropriate certification.

4. FACILITIES

a. Garbage Collection and Container

• Developers building + 80 houses must provide trash container, collection equipments, and temporary garbage storage, while the removal and the final disposal of garbage and just use the already existing one.

• Communal providing can be done by authorized institutions or NGOs or the private sector.

• Communal Container : - Provided in settlements which are difficult to be accessed by transportation mode and irregular settlement. - Provided as close as possible with the source of trash - do not disturb pedestrians or other public facilities, at the end of alley or lane, public facilities - distance between the trash container and pedestrians is 100 m maximal.

• Communal collection pattern: direct and indirect communal patterns. • Collection :

- Frequency of the collection of organic and unorganic trash is different

- Wet or organic garbage is collected everyday, 2 days maximal and unorganic garbage is once every 3 days

maximal


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam 2.4.1. ENTRANCE AND EXIT FACILITIES

1. Function and Performance Requirements

a. Function • In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 59 • Providing buildings with decent, safe, comfortable and adequate access for all people • Providing building with evacuation facilities which gives time to dwellers to run for their lives without having to feel emergency state

b. Performance requiremens • In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 59 2. Provision on exits 1. Security requirement • Stairs, ramp, floor, balcony and roofs which can be reached by human must have separating walls, balustrade or other barriers so as to prevent building users from falling

• Vehicle ramp and floor which can be passed by vehicles must have border barriers or other barriers in order to protect the pedestrians and building structures 2. Need for exit • In accordance with Ministerial Decree of PublicWorks (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 60

• All buildings : Each building must have at least 1 exit for each floor with safety rules in accordance with prevailing regulations



NO DESCRIPTION ZONE I ZONE II ZONE III ZONEIV 3. Exit which is isolated against fire • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 61 4. Course distance toward the exit • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 63

5. Distance from one alternative exit to the

others • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 63 • Harus merata di sekeliling lantai dimaksud sehingga akses ke minimal dua pintu keluar tidak terhalang dari semua tempat termasuk area lift di lobby

6. Dimension/Size of Exit Door • The width of exit door shall not berkurang pada jalur lintasan ke jalan or ruang terbuka. • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 63

7. Course through isolated exit from fire • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 64 8. Buiding's outer stairs • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 65

• Function as exit which is indicated to substitute isolated exit against fire. • Stair construction (including bridge connection entirely from dari materials which will burn easily.

9. Course through ramp which is not isolated from fire

• In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 65

10. Coming out from the exit • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 66 • Must not be blocked, if necessary, a barrier can be placed to prevent vehicles from blocking exit or access to the exit.

11. Horizontal exit • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 66 • Horizontal exit must have free areas in every side of the flame-resistant walls in order to accomodate people from all parts of the floors,which are minimal :

- 2,5 m2 for each patient in class 9a building • 0,5 m2 for each patient in other building class.

2.4.1.3. 1. Equipment and Motor Lift Rooms • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 67

• if the equipment room or motor lift have: - No more than 100m2, ladder can be used as stairway from any exit of the room; - More than 100 m2 and less than 200 m2, and if 2 or more exits are available in the room, ladder can be used as a complete substitue of the room, unless one of the exits

• Special regulation is regulated in accordance with prevailing regulations 2.4.1.4. Number of People Accomodated • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 68

• Number of people accommodated in one floor, room or mesanin must be determined by taking into account the benefit or functions of building, floor layout and floor sizei 2.4.1.5. Construction of Exit

a. Implementation • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 69 • This requirement does not apply for single dweling unit in class 2 or 3 buildings or or part of class 4 building

b. Stair and Ramp which are isolated from Fire

• In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 69 • Stair or ramp indicated to be in fireproof shaft must be erected with construction and material which are not flammable

c. Non-Isolated Stair and Ramp from Fire • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 69 • Stair or ramp indicated to be in fireproof shaft must be erected with construction and material which are not inflammable • Stair or ramp indicated to be in fireproof shaft must be erected with particular construction in accordance with prevailing regulations

d. Separation between Riser and descent of stairs

• In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 69 • If stair used as exit, it is indicated to be isolated from fire • Any construction which separates riser and descent of steps shall not be flammable and have TKA of minimum of 60/60/60 • There must be direct connection between the riser of steps from the floor below the ground floor towards road/open space and above ground floor

e. Open Access to Ramp and Balcony • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 69 • The open access ramp and balcony is a part of exits required so that it must meet the prevailing regulations

f. Free-smoke lobby • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility pages 69-70 • Smoke-free lobby must meet special requirements as contained in prevailing regulations

g. Installation in exit and Course • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facility page 70 • Entrance to service shaft and others, except to fire extinguisher equipment or fire detection as allowed in this guidelines, this must not be provided from the stairs, alley or ramp that are isolated from the fire • Aperture in duct carrying hot combustion products must not be put in any part of the exit as required, which is corrdior, alley, lobby or the likes which show the exit • Gas or other fuels must not be installed in the required exit • Equipment shall not be installed in indicated exit or corridor, alley, lobby or the likes which show the exit, with requirements as contained in prevailing regulations.



NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV h. Protection for Room Understairs and

Under Ramp • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities pages 70-71 • Stair and ramp shall be fireproof if the rooms understairs or under the ramp are fireproof • Aperture in duct carrying hot combustion products must be placed in any part of the exit as required, corridor, alley, lobby or the likes which show the exit • Gas or other fuels must not be placed in the required exit • Equipment shall not be installed in indicated exit or corridor, alley, lobby or the likes which show the exit, with requirements as contained in prevailing regulations

i. Width of Stairs • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 71 • Width of stair as required must be free from obstacles and with width is in accordance with prevailing regulations

j. Ramp for Pedestrians • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 71 • Ramp which is isolated from fire can substitute stairs if the construction which covers ramp, the width and the height of the ceiling meet the requirements for stairs which are isolated from fire • Ramp which functions as exit is required to have the height of ascent according to prevailing

k. Alley which is isolated from fire • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 71 • Alley construction which is isolated from fire must use materials which are not flammable with certain requirements as in accordance with prevailing regulations:

l. Roofs as Open Space • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 71

• If the exit leads to the roof of building, the roof must have TKA 120/120/120 and the construction must as what is in the regulation m. Step of ladder and Stair Ascent • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 72

• Stair shall meet special requirements in accordance with the prevailing regulations n. Balustrade • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 72

• Balustrade with maximum tilt of 1:50 can be used to reduce the number of risers of step, and any balustrade must meet the requirements as set in regulation o. Doorframe • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 72

• Door frame does not touch the step of the stairs or ramp minimal as wide as the the leaf of the door, except : - The rooom for patient treatment in class 9a building, the door frame is no more than 25 mm above the floor where the door opens

- The door frame is no more than 190 mm above the ground, balcony or the likes where the door opens p. Balustrade • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities pages 72-73

• Continous balustrade must be availabe around the roof which are open for the public, neighbors, ramp, floor, corridor, and the likes, if : - Not restricted with walls - Height is more than 1 m above the floor or below the land surface, except in the surrounding of the stage, the place for loading and unloading of stuff or other places for staff and maintenace

• Balustrade, stair and ramp that are not specified above will be regulated in other regulations • Balustrade along the side or near the horizontal surface such as : roof, which have public access and entrance to the building, floor, corridor, balcony, alley and mesanin and the likes, must follow the provisions stipulated in the

regulations q. Bannister • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 73

• Bannister must be available to help peole use the staircase or ramp safely • The bannister must meet the requirements in accordance with prevailing regulations

r. Door • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 73-74 • As an exit it is required to meet the requirements in accordance with the prevailing regulations

s. Swinging Door • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 74 • Does not disturb more than 500 mm in the width as required from stairs, alley, ramp including balustrade • If it is completely opened, more than 100 mm in the width of exit as required • The swing must be in the same direction as the access to get out, unless in special conditions as mentioned in prevailing regulations

t. Operating of Door Bolt • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 74 • The door required to be a course, parts or exit must be ready to be opened without key from the inside with one hand by pushing the equipment installed at the height of 0.9 m-1.2 m from the floor, unless if there is special conditions

as mentioned in prevailing regulations u. Signs at the Door • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 75

• Sigs to clearly give signals to the people that certain door must not be blocked, put in place that is easy to see or near the doors which have resistance to fire and smoke v. Isolated Entrance and Exit from Fire • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 74-75

• Door must not be locked from the the inside of the stairs/ramp or alley which are isolated from fire to protect people who gets in the floor or room which are served in: - 9a class building - Building with effective height of more than 25 m, unless all the doors are automatically locked with device which activate the fire alarm and : - At least there are 4 storeys whose doors are unlocked and there is permanent signs that it is passable - Provided with internal communication system, audible/visual alarm system operated from special room near the door and also permanent signs on how to operate them




2..1..4.6. Emergency Lighting, Exit Sign and Sytem a. Emergency Lighting System • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VIII Emergency Lighting, Exit Sign and Alarm System page 80

• Emergency lighting system is installed in certain places according to the applicable regulations and requirements • Any emergency lamps must work automatically, have sufficient lighting level for safe evacuation and if using central system, power supply reserves and the automatic control must be protected from damages because fire with

covering construction has TKA of no less than 60/60/60. • Emergency lamp used must be in accordance with the applicable standard

b. Exit Sign • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VIII Emergency Lighting, Exit Sign and Alarm System page 80 • Every ”EXIT” sign needed must be clear, easy to read, with proper size of letters and symbols • The sign must be given sufficient illumination so it is readable all the time according to prevailing regulations

c. Alarm System • In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VIII Emergency Lighting, Exit Sign and Alarm System page 81 • Alarm system and internal communication which refer applicable standard and must be installed in certain buildings in accordance with prevailing regulations

2.4.1.7. Access for Physically Handicapped Persons

a. In non-storey house but have difference in floor height

• In accordance with Ministry of Public Works Ministerial Decree (KEPMEN PU No. 441/KPTS/1998) on the Technical Requirements for Building Structure Chapter VI Entrance and Exit Facilities page 75 • Building used for public service must be provided with facilities which give an easy access and circulation to all people including the physically handicapped people

b. Provision of ramp in the sidewalks and from the sidewaks toward the buildings • In accordance with Technical Guideline of Accessibility in Concrete/Brick Building and Environment

c. Provision of ramp in buildings and parking lot heading toward other buildings or sidewalk

• In accordance with Technical Guideline of Accessibility in Building Structure and Environment

NO. DESCRIPTION REQUIREMENTS DETAILS 2.4.1.8. Transportation in Building

1. Lift • Should meet the provisions issued by the Department of Manpower of the RI on working health and safety for Elevator. • In accordance with Ministry of Public Works Ministerial Decree 441/KPTS/1998 on TECHNICAL GUIDELINES OF BUILDING

STRUCTURE.

2. Fire Lift • Should be in line with the provisions stipulated by the Fire Agency (DPK) on elevator (lift) for building fire service. 3. Warning for Elevator Operator When

Fire Occurs • In accordance with Ministry of Public Works Ministerial Decree 441/KPTS/1998 on TECHNICAL GUIDELINES OF BUILDING

STRUCTURE.

4. Elevator for Hospital Lift • Patients’ elevator needed in point a should: a. Have adequate space to place the facililty of wheel stretcher horizontally. b. Lift which serves patients wards is also connected to system of power reserves, and c. Have a load capacity of not less than 600 kg.

5. Lift Cage • Any elevator cage must be provided with alarm equipments which can be operated from the cage, which is electric bell, telephone, or other equipmens installed in the building in a place which is audible to buiding operator concerned.

6. Lift Shaft • Pipe or other equipmens which are not parts of lift installation may not be installed in lift shaft • For continous lift shaft which has no exits in each floor, in every 3 floors must have aperture to be used in emergency condition.

7. Elevator Engine and Room for Elevator Engine

1. Structure of engine room of the lift must be strong and waterproof and have sufficient ventilation. Engine room must have water circulation, in order to maintain temperature and heat from engine equipments.

2. At least one exit must be made in each room of lift engine. 3. Beam, floor, and prop in engine room shall be planned by taking into account:

a. The weight of beam and support must be included in the weight of lift engine, motor generator, control panel, governor and other equipments, including the floor of engine rooms.

b. Twice s the amount of component loads which move vertically from box (calculated from two sides), or connected to the ropes supported by beam, with the load of lift cage.

c. Beam is calculated when the mechanic governor is working 4. If lift engine and rope are placed in ground floor, or beside sliding room in ground floor, foundation for engine, box, and support must be planned

according to the load as follows: a. Foundation must support engine weight, tromol tali, other equipments and lantai di atasnya. b. Beam which restraint rope and foundation must be calculated twice as weight load vertically. c. Beam which restraint rope and foundation must be calculated twice as weight load horizontally. d. Beam which restraint rope and foundation must be calculated twice as weight load in direction of all forces.



NO. DESCRIPTIONS REQUIREMENTS DETAILS 8. Power Installation 1. All electric conductors must be installed in pipes or duct except for particular flexible conductor.

2. Power installation for elevator must be equipped with excessive current safeguard or automatic switch 3. All metal parts of the elevator in normal working condition must not have voltage.

9. Checking, Examining and maintenance • Procedures of checking, testing and maintenance of lift installation are in accordance with the SNI 03-1718-1989 and SNI 03-2190-1991. • Checklist for checking, testing, and maintenance of fire extinguisher is in appendix.

10. Escalator and Moving Floor • Must follow the guidelines and provisiosn issued by the Department of Manpower of the Republic of Indonesia on Working Health and Safety for the system of moving stair usage

2.4.1.9. Emergency Lighting System • 1. Emergency Lighting System In accordance with the SNI-03-6574-2001 on the Planning of Emergency Lighting, direction sign and alarm system in building structure. • Must comply with the Ministerial Decree of Public Works 441/KPTS/1998

on the TECHNICAL REQUIREMENTS FOR BUILDING STRUCTURE

2. Exit Sign 3. Alarm System

2.4.1.10 Power Installation • 1. Power Installation Planning Power installation system consists of power capacity, distribution network, papan hubung bagi dan beban listrik. Power installation system

and its placement should be easy to see and maintain. And it does not harm, disturb and disadvantage humans, environment, parts of buildings and other installation.

• Must comply with the General Guidelines of Power Installation and prevailing SNI-0225.

• Matters that are not included or mentioned in PUIL, can use the provision /standard from other countries or international institutions, as long as it is not in violation of the prevailing regulations.

• Provisions on protective conductor can be seen in PUIL 2000

2. Power Distribution Network • Medium-Tension Cable Cable can be installed in two ways : planted or non-planted (in the air). In general, the cable used is N2XSEFGby – 12/20 kV 3 core. Or between PTM and transformer, the cable usually used is N2XSY – 12/20 kV single core x 3; or N2XSEFGby – 12/20 kV 3 core. • Low-Tension Cable a. Low-Tension Cable (NYY – 0,6/1 kV) starts to be used from transformer to PUTR until it reaches load point. b. Low-Tension Cable (NYFGbY – 0,6/1 kV) shall be used for grounding installation. c. Low-Tension Cable (NYM – 500 V) shall be used only used for lighting installation. d. As an identification for cable core or rail, color, symbol, or letter are used as mentioned in table 2.3. (Table : 701-1, PUIL 2000). e. Provisions of Current Conductor Capacity (KHA) of penghantar fasanya, exception is only allowed as in table 2.4. (Table : 313-1, PUIL 2000). Grounding system is divided into two; medium and low-tension. Medium tension uses Neutral Grounding Resistor (NGR) of which the

amount shall be adjusted with the need. NGR is positioned in neutral point of transformer. Low-tension uses solid ground system • The grounding of body is conducted in open conductive part of equipments (electric equipments) and electric isolation. • Equipments in switchboard such as electric swith, knop, measuring device, and others must be well-placed so that the operating

by the officials will be easier. • Switchboard and electric measuring device is placed in the front part of house/building which are safe from rain water or placed in house

yard with protection against the rain. • Knop, switch, and electric socket are put in a safe place (non wet/dry areas) and safe from the reach of children. The installation of

electric socket in lower parts must be equipped with device to avoid puncture.

3. Power Load • Maximum load of high-tension current of power installation must be calculated based on the amount of installed capacity, coincidence factor diversity factor.

• Checklist of checking, testing and maintenance of power installation is in the appendix.

4. Power resource 5. Transformator Distribusi Outdoor and

Indoor • Transformator placed above the ground/floor must be protected with protective fence of which the distance from the transformer shall be

regulated by SNI-0225. • Transformer put in a pole must have such a firm construction that it will not fall when high-scale earthquake occurs. • Transformator must be equipped with transformer’s cooler or cooling system consisting of natural cooling system or with radiator. • Wet-type transformer must be equipped with breathing system in order to reduce gas pressure when there is excessive load. The

equipment must be equipped with a tube containing crystal of hygroscopic substance in order to prevent humidity which can reduce the capacity of tansformer oil filteration voltage.

• Transformer must be equipped with protective equipments; Buchholz relay, explosive membrane/pressure relief valve, sudden pressure relay, and excessive current safeguard. Transformer with a capacity of more than 10 MVA must be equipped with differential relay. Transformer may also be equipped with soil tank relay, soil connection relay and thermal relay.



NO. DESCRIPTION REQUIREMENTS DETAILS 6. Checking, Testing and Maintenance • Testing includes lighting installation, power installation, and generator set as enclosed.

2.4.1.11 Installation of Communication inside the Building

•

1. Communication Planning in the Form of Telephone and Data

2. Telecommunication Installation

3. Installation of Sound System

4. MA TV

• In accordance with the Ministerial Decree of Public Works 441/KPTS/1998 on TECHNICAL REQUIREMENTS FOR BUILDING STRUCTURE

• Checklist for checking, testing and maintenance of communication installation can be found in appendix.

2.4.1.12 Gas Installation • 1. Installation of Combustion Gas :

• Type of Gas • Network of City’s Gas

Distribution • Checking and Testing

• In accordance with Ministry of Public Works Ministerial Decree 441/KPTS/1998 on TECHNICAL REQUIREMENTS FOR BUILDING STRUCTURE.

2. Installation of Medic Gas: • Type of Gas • Distribution Network of Medic

Gas • Checking and Testing

• Medic air must have the following characteristics : a. Supplied from cylinder, bulk container, compressor source of medic air, or obtained from reconstitution of USP oxygen and NF dry nitrogen,

oil free; b. Meet the requirement of USP medic air; c. Content of liquid hydrocarbon is undetected; d. Content of hydrocarbon gas is less than 25 ppm; e. Content of permanent particulate, which is 1 micron or above in size, same or less than 5 mg/m3.

• Location for central supply system and storage of medic gas should meet the following requirements:

a. Built with an access to move the cylider, equipment and etc. from and into the location; b. Security is maintained where the door or gate can be locked or be made secured with other ways; c. if it is outside the room structure, it must be protected with walls or fence made of material which is not flammable; d. if it is inside the building, it must be built by using interior materials that are not inflammable so that all walls, floors, ceilings, and doors have

resistance to fire at least 1 hour; e. Should meet the latest edition of SNI 04-0225 or other standards such as NFPA 70, for common location, with electrical equipements beig

placed at 152 cm (5 ft) or more above the floor in order to avoid physical damage; f. must be indirectly heated up, (for example with water vapor or hot water) if required; g. Equipped with shelf, chain, or other fastenigs so as to secure each cylinder, either connected or disconnected, full or empty, so that it will not

fall down; h. supplied with power capacity which meets the requirement of essential power system; i. if shelf, cupboard, and girder are provided, they must be made of materials which willnot burn easily.

• Detailed provisions concerning the source, identification and labellig of system, operating of central supply system, central supply system, designing and construction, ventilation, ventilation in manifold, ventilation for equipments, ventilation for outer location, storage, pressure regulator, valve of pressure release, and medic air pressure regulator are described in the SNI 03-7011-2004 on Safety in the structure of health facility.

• Testing includes : capability testing in maintaining pressure, cross connection, pressure supplying for each pipe, pressure difference, valve, alarm, cleanliness of pipe/piping system, work pressure, concentration and purity of medic gas. Detailed provisions are stated in the SNI 03-7011-2004 on the Safety in the Structure of Health Facility.

• Based on SNI 03-7011-2004 on the Safety of the buildings of health facilities


2.4.1.13. FIRE RISKS • Ministry of Public Works Ministerial Decree No. 10/KPTS/2000 2.4.1.14. Site Planning for Protection from Fire • Site must be planned in a way so that water sources will be available that will make it easier for fire department in the extinguishing operation and for the protection from fire spread it is planned that there will be site arrangement in

the form of secondary road with hardening, providing of acsess and distance from one building to the others comply with the prevailing regulations 2.4.1.15. Building Environment • The environment above must be planned in a way that water source will be available such as environment hydrant, well for fire or water reservoir air and etc which will make it easier for fire departement to use it, so that every house

and building can be reached by the flow of the fire unit from the secondary roads • To prevent the spread of fire, access must be provided and distance from one building to the others must be ditermined


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam 2.4.1.16. Access of Fire Fighters to the

Environment a. Access of firefighters to the inside of the

building • Access of firefighters is made through exterior walls for extinguishing and rescue operation.The aperture must be ready to be opened from the inside or outside or made of materials that can be easily cracked, and always be free of

obstacles during the time when the building is dwelt or operated. • Access of firefighters must be given red or yellow triangle sign with the size of each side is 150 mm minimal and put at the outer part of the building and written with ACCESS FOR FIREFIGHTERS. DO NOT BLOCK with a height of

50 mm minimal. This provision is not required for class 1, 2, and 3 buildings. • Access for the firefighters shall not be less than 85 cm in width and 100 cm in height, with the height of lower threshold no more than 100 cm and height of upper threshold is no less than 180 cm above the surface of interior floor. • Number and position for the opening of access for firefighters for those outside the dwelling buildings is regulated in applicable building regulation such as Ministry of Public Works Ministerial Decree No. 10/KPTS/2000

b. Access of firefighters within the building • For structure of lower building which has no basement, in the requirements for access for firefighters from fire department will be fulfilled by the combination of exit door and entrance road • In other buildings, problems faced when approaching the fire location to be near the location of fire in effort to cope with the fire, requirements are needed concerning the means or additional facilities to avoid postponement and to

smoothen the extinguishing operation. • These additional facilities includes lift, stairs and lobby for the purpose of the fire extiguishing which are combined in a shaft and protected from fire or usually or called as shaft for fire extinguishing.

c. Shaft for Firefighters • Building whose floors are 20 m above the ground surface or above the level of building access or of which the basement is more than 10 m below the ground surface or access level to the building must have shaft for fire extinguishing which has lift for the purpose of fire extinguishing.

• Building which is not parking lot with open side and lever of building level of 600 m2 or above, where the upper part of the level is at the height of 7.5 m above access level, must be equipped with shaft for fire extiguishing which is not necessarily be equipped with elevator for fire extinguishing.

• Building with two or more basement, of which the area covering 900 m2, must be equipped with protected shaft for fire stairs for fire fighters which does not necessarily make a lift for fire extinguishing. • Shopping complex must be equipped with shaft for fire extinguishing. • Placement of shaft for fire extinguishing must be afforded in a way that every part of each layer or level of building outside the access level of the firefighters, is no more than 60 m if measured from the entrance door to the lobby.

NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV 2.4.1.17. Rescue Means

1. Exit Requirements a. Need for Exit • Every building must have at least 1 exit in each floor.

• Class 2 – 8 buildings: Other than the horizontal exit, there must be at least 2 exits: a. in each floor if the building has effective height of more than 2,5 m; b. class 2 or 3 buildigns or the combination of class 2 and 3 buildings with a height of 2 floors or more with Type-C construction, thus, every dwelling unit must have:

1) access to at least 2 exits; or 2) direct access to the road or open space

• Other than the availability of the horizontal exit, there should be at least 2 exits from each floor, if the rescue course from the floor is increased to more than 1.5 m except: a. size of the floor is not more than 50 m2, and b. Distance from any point in the aforementioned floor to one exit is not more than 20 m.

• Class 9 building: Other than the availability of horizontal exit, there should be at least 2 exits with conditions as mentioned in prevailing regulations a. each floor if the building has more than 6 buildings 6 or effective height of 2.5 m;

b. Exit that is protected from Fire • Class 2 and 3 Buildings: Every needed exit must be protected from fire, unless the road connect not more than: a. 3 layers of simultaneous floors in a class 2 building, or b. 2 layers of simultaneous floors in class 3 building, and including 1 layer of additional floor if used as the place to keep motorized vehicles or other supplement equipments

• class 5 – 9 buildings: every exit must be protected from fire risk unless: a. in class 9a building: exit does not connect or go through more than 2 layers of simulteous floors in the area which are not intended for patient treatment; or b. it is a part of open stage for the spectators; or c. does not connect or go through more than 2 or 3 layers of simultenous floors, if the building has sprinkler system which is installed according to the provisions

c. Distance from Exit • Class 2 and 3 Buildings: a. Entrance door in every single dwelling house should be at a distance which is not farther than:

1) 6 m from one exit or from one place where there is a different way leadig to the 2 exits from there; or 2) 20 m from single exit which serves as a floor at evacuation level leading to the road or open space; and

b. There should be no place in a room which is not a part of single dwelling unit in a floor at a distance of more than 20 m from an exit or from a place where there are two different ways leading to the 2 exits. • Part of class 4 building: Entrance door to each part of Class 4 Buildign must not be longer than 6 m from an exit, or from one place where there are two ways leading to the 2 exits. • Class 5 – 9 Buildings: Subject to regulation point 2.4., 2.5., 2.6. and:

a. Every place must not be longer than 20 m from the exit, or from a place with two ways leading to 2 exits available, if maximum distance to one of the exits does not exceed 40 m, and b. in class 5 or 6 building, distance from single exit which serves as a floor at access level to the road or open space can be lengthened by 30 m.



NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV • Class 9a Buildings: In the area of patient treatment in class 9a building:

a. Distance from any point on the floor from a place where there is two different ways at that place which lead to 2 exits that are available as required, must not be longer than 12 m; and b. Maximum distance from the place to one of the exits must not be more than 30 m.

• Open Space for the Spectators: The distance from exit in class 9b building which is used as open place for the spectators must not be more than 60 m. • Meeting Building: In 9 b class building which is not school or preschooler care center, distance from one exit could be 60 m, if:

a. the course from the room which passes by other rooms which are corridor, lobby, ramp, or other circulation rooms, and b. The room construction must be smoke-free, having TKA which is no less than 60/60/60 and the construction of each door is protected and can close by itself with the width of no less than 35 mm. c. The maximum radius in the r oom must not exceed 40 m and from the door to the room through circulation room to the exit must not exceed 20 m.

d. Distance from One Alternative Exit to the Others

• Requirements of alternative exit: 1. spread evenly around the floors that are served so that the access to at least two exits are not blocked from all places including areas of elevator in lobby; and 2. Distance is no less than 9 m among the exits; and 3. Distance among exits shall be no more than:

a. 45 m in class 2 or 3 buildings, or b. 45 m in class 9a building, if the exit serves as the place for patient treatment, or c. 60 m, for other buildings.

4. Situated in a way that one alternative way will not meet the others, therefore, distance among exits is less than 6 m.

e. Dimension/Size of Exit • Requirements for exit or circulation lane to an exit: 1. All the height is optional which is no less than 2 m, except for the doors which are not blocked can be reduced until no less than 148 cm; and 2. If the floor layers or mesanin accommodate no more than 100 people, then the width is optional, except for the doors, which must not be less than:

a. 1 m, or b. 1,8 m in alley, corridor or ramp which are usually used for circulation lane for patients on stretcher in treatment areas or wards;

3. If the floor layers or mesanin accommodate more than 100 people, but less than 200 people, then the net width, except for the doors, must not be less than: a. 1 m plus 25 cm for every excess of 25 people out of 100 people; or b. 1,8 m for alley, corridor or ramp which are normally used for circulation lane for patients on stretcher in treatment areas or wards;

4. If the floor layers or mesanin accommodates more than 200 people, then the net width, except for the doors, must be increased to be: a. 2 m plus 500 mm for every excess of 60 people out 200 if the exit includes alteration of floor height by the stairs or ramp with the height of ascent of 1:12, or

b. in another case, 2 m plus 500 mm for every excess of 75 people out of 200; and 5. In an open stage where the spectator place accommodates more than 2,000 people, then the net width, except for the exit, must be widened by 17 m and with the width (in meter) being the same with the excessive number of 2,000

divided by 600; and 6. with of the exit door must not be less than:

a. in the area of patient treatment where the patients are usually moved to stretcher, then if the door opens to the direction of corridor with: 1) the corridor is wider than 1.8 m or less than 2.2 m, then the optional width is 120 cm; or 2) the corridor is no less than 2.2 m in width, then the optional width is 107 cm;

b. The treatment areas of the patients in horizontal exit can be reduced by 125 cm; or c. width of every exit which meet the provisions in points 2.7.2., 2.7.3., 2.7.4., or 2.7.5., minus 25 cm; or d. in other locations unless if being open to sanitation room or bath room is reduced by 75 cm; and

7. Width of the exit door shall not be reduced in the course which lead to the roads or open space, unless if the width has been increased III PROTECTION FROM DISASTER

A Tsunami and Earthquake Disaster a. Evacuation Course • In order to accelarete the people to get away from the beach in coastal areas, main secondary road (along the

beach) as a link may not be longer than local and feeder roads (perpendicular to the beach). • Main secondary road is connected to either local, feeder or arterial roads with the width of the body of the two-way

freeway is 12 meter minimal. • Emergency road is the shortest to get out of the environment toward local and feeder roads which are free from

obstacles, with the width of the body of road is 6 meter minimal. • Roads with high vehicle density are not advised to be used as evalucation lanes.

• Main road of environment is connected with either local road, feeder, or arterial road, with the width of the body of the two-way freeway is 12 meter minimal.

• Emergency road is the shortest road to get out of the environment leading to local and feeder roads which are free from obstacles, with the width of the body of the road is 6 meter minimal.

• The exit from each building must directly connect to secondary road and there should be at least one emergency road, and not pass the neighbors’ buildings.

• Roads with a high density of vehicles are not advised to be used as rescue course. • City’s outer ring road is the main road which is free from obstacles as main evacuation course of the city

b. Rescue Building • Religious buildings, schools, public meeting hall, offices and other high buildings with firm structure and able to allocate people of large number, can be reached in 15 minutes, with a maximum radius of service of 2 Km • In zone I height of floor > 1,5 meter or buildling built on piles/stilts


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam NO DESCRIPTION ZONE I ZONE II ZONE III ZONE IV

B Fire Disastera. Evacuation Course Dwelling House

• The width of the hardening of secondary road is 4 m minimal, access of the road is at minimum of 45 m toward the environment from the entrance, passable for fire engine and circulation of the firefightes

Non Dwelling House • Distance of minimal access room from one building to others: Height of building ≤ 8 floors, distance of one

building from others shall be 3 m minimum Height of building > 8-14 floors, distance of one building from others shall be > 3-6 m minimum

Height of building < 14 floors, distance of one building from others shall be > 6 m minimum

• Any building, except class 2,3 buildings, shall have the width of road hardening of 6m minimum, length of entrance shall be 15m minimal, toward each building. Detailed provision refers to:

Ministry of Public Works Ministerial Decree 11/KPTS/20000 b. Hydrants Dwelling and non-dwelling house for yard hydrants:

• Provided in yards if there are no city’s hydrants. • Distance of fire engine from city’s hydrants to the yards which is free from obstacles is as far as 50 meter.

c. Fire Post Structure in the Areas of Fire Management

• One farthest fire post located with a maximum radius of service is 15 minutes since the beginning of response time, or serve 3 villages maximal. Detailed provision refers to: Ministry of Public Works Ministerial Decree 11/KPTS/2000

C Flood and Landslide Disaster a. Rescue Lane • To speed up the evacuation of people away from flood or landslide areas, secondary road/lateral emergency road or vertical secondary road to area tilt or watershed.

• Main secondary road is connected to either local road, feeder or arterial roads, with the width of the body of the two-way freeway is 12 meter minimal. • Avoid roads which are watershed or located in steep bank areas whih have no dikes

b. Rescue Building • Places of worship, schools, public meeting hall, offices and other high buildings with firm structure and able to allocate people of large number, can be reached in 15 minutes, with service radius of maximum of 2 Km. • In zone I height of floor > 1,5 meter or buildling built on piles/stilts.

3. Managing NO ACTIVITY REQUIREMENTS DETAILS

1. DEVELOPMENT a. Organizing • Fulfilling administrative and technical requirements

• Implementation of development shall be in accordance with building permit (IMB) • Organizing procedure of building structure shall be determined in Local Regulation • The organizing includes the construction, utilization, preservation and demolition activities

b. Planning • Planning of building structure must meet technical requirements • Taking into account safety, security, harmony between building and environment • Planner of building structure must hold work permit

• Planning procedure shall be determined in Local Regulation • Technical requirements: architecture requirements & building reliability • Consideration includes the aspects of architecture, structure, installation and equipments of buildings, and safety in

preventing fire • Work permit shall be issued by local government head for:

- Architectural planner of building structure - Structural planner of building structure - Planner of installation and the equipment of building structure

c. Implementation 1. Establishment • Implementation of

the development shall be in accordance with the permit • Must take into

account security and safety of the building and environment and not disturb the surrouding environment 2. Repairs/Addition/Alteration/Renovation

• Must submit letter of request in writing (size, form and usage of penggunaan perubah) • Must submit notification letter in writing (size, form and permanent use) • Implementation is in accordance with the permit granted

• Procedure of implementation shall be determined in Local Regulation • Permit shall be issued by local government head or appointed officials

d. Controlling • Implementation of development must be in accordance with the permit • Development of non-dwelling house is undertaken by contractors and supervised by implementation

supervisor • Contractor must hold work permit from the Local Government

• Procedure of supervision shall be determined in local regulation

2. UTILIZATION a. Well-Function • Utilization of building is in accordance with the determined function

• Technical review has been conducted


MINISTRY OF PUBLIC WORKS DIRECTORATE GENERAL OF HUMAN Matrix Draft of Building Code of the Province of Nangroe Aceh Darussalam NO ACTIVITY REQUIREMENTS DETAILS

b. Administrative & Technical Requirements 1. Administrative Requirements : - Land right status - Use permit from the owners - Ownership status of the building structure - Permit Building (IMB)

2. Technical requirements : - Planologic provisions - Building structure - Security - Safety - Health - Comfort - Etc

• Procedure shall be determined in local regulation • Well-Functioned Certificate (SLF) is signed by local government head or appointed officials

c. Maintenance, care & checking • Owners, dwellers, users of buildings shall make a preservation and maintenance

• Periodic examination by experts/consultants

3. PRESERVATION a. Protection • Building structure & its environment as culturally protected area Determining the building structure & its environment as culturally b. Preservation Age of building ≥ 50 years protected area by Local Government and/or the Government c. Improvement Do not alter the value and/or character of the locally protected area Technical implementation shall be regulated in Local Regulation d. Renovation It has e. Utilization • Considering historical values

• In accordance with its original functions • Other more appropriate development potential

Established in Local Regulation

4. DEMOLITION a. Requirements • Not well-functioned

• Posing dangers in the utilization • Having no building permit (IMB)

Result of technical review

b. Procedure • Submitting proposals • Obtaining permit for demolition • Execution of demolition

• Procedure shall be regulated in Local Regulation • Permit shall be issued by local government head or appointed officials

5. RIGHTS AND OBLIGATIONS a. Rights • Aware of the procedure /process

• Aware of the location allotment • Aware of the provision of building reliability • Aware of the well-functioned building • Aware of the building & environment belong to culturally protected area • The development is in accordance with the licensing • Use of building is in line with the determined function • Getting incentive if the building is determined as a culturally protected area • Getting compensation if the building is demolished which is not due to the owner’s mistakes

• Procedure shall be regulated in Local Regulation • Permit shall be issued by local government head or appointed officials

b. Obligations • Providing building technical plan • Having building permit (IMB) • Undertaking the construction in accordance with the technical plan that has been approved • Utilizing the building in accordance with the functions • Taking care/maintaining the building

6. COMMUNITY PARTICIPATION a. Monitoring & keeping order • In line with law regulation

• Procedure shall be regulated in Local Regulation b. Giving inputs • The development is not orderly

• Use of building is not in accordance with the functions • Development disadvantages the people and environment

• Accompanied by Building Expert Team • Giving inputs • Conveying opinions and considerations

c. Filing the lawsuit

• Class-action suit shall be in accordance with laws and regulations by individuals or groups



7. MANAGEMENT a. Building structure b. Managing • The development is not orderly

• The Use of building is not in accordance with the function • The development disadvantages the people and environment

• In accordance with law regulation • Procedures shall be regulated in Local Regulation

c. Community Empowerment 8. SANCTION

a. Form • Administrative and criminal sanctions • Determined in laws and regulations • Administrative sanctions are as follows:

- Written warnings - Activity restriction - Temporary suspension or continue the implementation work and/or utilization - Suspension of building permit (IMB) and/or SLF - Revocation of building permit (IMB) and/or SLF - Demolition order

• Criminal sanction Implementation activity :

- 3 years/fine 10 % of building value if it inflicts losses on other people’s property - 4 years/fine 15 % of building value if it causes accidents to other people that cause disability-adjusted life

years - 5 years/fine 20 % of building value if it causes the loss of lives Utilization : - 1 year/fine 1 % of building value if it inflicts losses on other people’s property - 2 year/fine 2 % nilai of building value if it causes accidents to other people that cause disability-adjusted life

years - 3 year/fine 3 % of building value if it causes the loss of lives

b. Imposition Procedure

• Do not fill the obligation in the function and/or running of the building structure • Imposition of sanction does not mean that it will exempt one from the provision that has been stipulated • Other than administrative sanctions, fine of 10 % of building value which is being or already constructed can be

imposed 9. LICENSING

a. Permit granting • In accordance with Local Regulation • Permanent building • Temporary buildings needed in the undertaking of the building development (during the undertaking of work

activity)

• Established in Local Regulation • Permit shall be issued by Local Government Head or appointed officials

b. Permit is not required

• Barrack structure or keet directors • Building maintenance work • Making ventilator, lighting max 1 m² • Non-permanent building intended for animal husbandry/arboriculture (max. 10 m²) • Making ornamental pool, park & statue, flagstaff • Remove parts of the buildings which is not dangerous

• Established in Local Regulation

c. Prohibition to erect/modify building • Having no building permit (IMB) • Violating the provisions and regulations on building structure • Deviating from development plan as determined in the building permit (IMB) • Erecting building on a plot of land which is not one’s own without permission from the legal owner

• Established in Local Regulation

d. Permit request • Written request shall be enclosed with papers to meet the administrative and technical requirements • Procedures in Local Regulation • Enclosures of permit request: 1. Dwelling house :

- Copy of identity card (KTP) - Photo copy of land titles - Information of layout plan map - Picture of architectural design - Photo copy of work permit of the person in charge for architecture (except for simple/small and medium

houses) - Permit & construction picture - Photo copy of work permit of structure planner -



• 2. Non-dwelling house : - Copy of identity card - Photo copy of land letters - Keterangan peta rencana tata ruang - Picture of architectural design - Photo copy of surat izin bekerja penanggungjawab arsitektur (except for simple/small and medium houses) - Perhit & construction picture - Photo copy of work permit of the structure planner (if required) - Permit & picture of installation and equipments

• Photo copy of work permit of the planner of installation and building equipping (if required)

e. Permit Decision • Request meets administrative and technical requirements • Procedures shall be regulated in Local Regulation • Permit letter shall be signed by local government head or appointed official • At least 3 month after papers are declared as complete

f. Permit Refusal

• Location is not in line with spatial planning • Building does not meet administrative and technical requirements • Establishment/use of building will harm public interest • Public interest will be disadvantaged • Building disturb traffic, water flow and harmony • There is objection being proposed • Location has had planned development • In violation with law regulation

• In accordance with law regulation • Procedures shall be regulated in Local Regulation • Decision of local government head’s or appointed officials

g. Permit Revocation • 6 months after the granting of the permit, the construction work has yet to commence • The work is delayed for 6 months in a row • Work is not continued (only preparatory work) • Information/enclosure of permit request proposed is fake • Implementation is not in line with the permit

• Decision of local government head’s or appointed officials • If there is no further completion after 6 months, building will be demolished

h. Appeal • Request is turned down • Written request (1 month period)

• Decision of local government head’s or appointed officials • Request shall contain: name and address, date and number of decision, reasons and desired decision

- DETAILS : List of reference standard used : CODE REFERENCE STANDARD DETAILS

Appendices to the Decision of Director General of Human Settlements Number 111/KPTS/CK/1993 Dated Septembe r 28, 1993 on PARATISEISMIC CONSTRUCTION GUIDELINE Office of the Minister of Public Works Decision of the Minister of Public Works of the Republic of Indonesia Number 441/KPTS/1998 on the TECHNICAL REQUIREMENTS OF BUILDING STRUCTURE Department of Settlement and Regional Infrastructure Law of the Republic of Indonesia Number 28 of 2002 on BUILDING STRUCTURE Department of Settlement and Regional Infrastructure NSPM Kimpraswil, Technical and Manual Guidelines/Instruction, Part 3 : House, Building and Housing Department of Settlement and Regional Infrastructure NSPM Kimpraswil, Methods, Specification and Procedure, Part 13 : Wood, Other Materials, and etc Department of Settlement and Regional Infrastructure Decision of the Minister of Settlement and Regional Infrastructure of the Republic of Indonesia Number 403/KPTS/M/2002 Dated December 2, 2002 on: TECHNICAL GUIDELINE IN

THE DEVELOPMENT OF BASIC HEALTHY HOUSE (Rs Sehat) Department of Settlement and Regional Infrastructure

The Indonesian National Standard (SNI): Tata Cara Perencanaan Settlement Areas in City NSPM of Kimpraswil, Methods, Specifications and Procedure, Part 9: Building Safety All the Indonesian National Standards (SNI) which are related to building structure


Building Code Translation

Documents

cultivated areas areas

areas of aceh

conservation areas

coastal areas

central areas

remote areas

protected areas

aforementioned areas